The URL can be used to link to this page

Home My WebLink About101 Conlry Club Dr (2)t t CITV OF SANFORD PERMIT APPLT.ATION Permit N : r O Date: fob Address: X `O-< l)\ Description of Work: C J V — Total Square Footage LNLA Historic District: Zoning: Value of Work: $ Permit Type: Building \1 Electrical \/ Mechanical 1'lunrbi g Fire Sprinkicr/Alarm ,Pout Electrical: New Service - N of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential -Replacement New (Duct Layout & Energy Caic. Required) Plumbing/ New Commercial: N of Fixtures N of Water & Sewer Lines_ q of Gas Lines Plumbing/New Residential: N T rClosets Plumbing Repair - Residential or CommercialDccupaucy Type: ResidentialCommercial industrial Construction Type: _ N of Stories: L N of Dwelling Units: Flood Zone: (FEMA form required) 3waers Name &,Address: \ fit-` J 1 ' , Q`N 0.0. Q 4 L ) ` contractor Name &Address: hose & Fax: 3onding Company. ddress: Hortgage Lender. dress: rchitect/ Enoucer: ddress: Phone: n 0 j ' f LO y' — Slate license Number: Contact Person: Phone: pplication is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the ssuance 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 must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. RFCEIVED Nu v 5 Z006 WNER' 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 oustruction and zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE. OF COMMENCEMENTMAY RESULT IN YOUR PAYING WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN 1TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. r 40TICE: 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 his county, and Urge may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Weeptance o it is verification at 1 will ify, the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent ` Date (Y_ Signature of Contractor/Agcnt Datc 1 c5 t Print Owner/ Agent's Name Print Contractor/Agent's Name n Signalulq,of Notary -State of Fl4fida Awaor two+ Sig tary-State UAIJRA VARW Date y. NOTARY PUBLIC. STATE OF FIAlW r' L D'yfa' la"a ad t COMMISSION # DD440195 t tlrottnA wmnl i Owner/Agent is Pers ally Known to Me or Produced ID D . M S U - S 2 G ' q -3 38 -0 rPPROVALS: ZONING: fN II' W - 0'6 UTIL: FD: pa:ial Conditions: cv 03/ 2006 k St - L 'Z on • Ki Z (a'`'\ EXPIRES 8/ 2 010 ContrCt f gent is i3pl y I Produced Produced { D ENG: BLDG: O Week t„ M'"x A+trAw..I , U r' V CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordin ces, building codes and 4zonifg regulations. I, do hereby state that I am qualified and capable of performing the requested constructs n involved t the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Owner/Builder Signature U Date V , r , 1 Print Owner/Builder Name f 0. v Signature UjNLo —State of Fl&ida Date I01OG/pG Owner is Personally Known to Me or has Produced ID F 01, # H S 3 9- TZ6 sy 3 3 - 0 LN Ott. MAURA VARW NOTARY PUBLIC - STATE OF FLOFWA i COMMISSION 0 DD446195 EXPIRES %2941= BONDED THRU 1-ObNOTARYI Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy Install electrical outlets spaced no more that 12' apart and with no point on the wall more than 6' from an outlet. Per 2005 NEC 210.52 (A) (1) Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 Areci OFFICE ali'4001 R& P Jt door Qnd 3 y5s l PERMIT # Q, •_ DATE: PLANS REVIEWED FH;•x, CITY OF"" SAMFORD Ed' r rx f-+^ q c o4 cQe4r- Vo+'chi A I 1 l AreQ 4o fie. enclose) 1 to '• $ S lQ.' f "1 d `S'7 u CCU o EX"M,A? W, f-k Roo, crpDr " ahJ Cone-rC%Q Pod w 1,44 C) e c l- l cq 1 SeCb' o n Oki/ btor" 4-- Uji/1jOco 1:^940-1/4+/on a- A C fd/ e - Le r, 0 u q,cd q 740 r 1J00 r r to'Adow o 6e Tisla Ile d 36'' PLANS REVIEV CITY OF SANFC, JOO Xo Sto LIO EWED 4FORD r-yq, - - &, Jn Spa//ed/A,.-cI o X. illock waw cov'h Z p 417C40r-r C-AI4*-r a Washa-s) wk1 6 E ax 3z" olc Q E;e;s4-:A9 6e-9m 2 ;K r It S irr p 4+ 1 1T T22 Wl i yz A cl r- aKd waAu- Tack It a( D 00'''S 44upt T - ' R -3o F b"lass' I/ Z Dry wod j 2X 16" -• > X A5K/af/on ImSfarret rr Qir1, w e L O . s}Mp S+jps +o 14mie - WA LS r)q 3 o w; n flows 09 S•e t Specs tjwd ja C- 6,0,01 ' b dl( V& lop Plate. s jE frame rtSrk+• N W, p S e *4 i /ta( u)II ov ® Sf44cco xye 6. 0 frw* %- r'' it ter 1/ 0 v wgs leo Z'• bye n S y l o akcancee& a,, otd ` f It S/a6 Cevctmf i Ic 40 JS REVIEWED OFSANFORD 4 ' Mondragon Residence HVAC Load Calculations for WESSON Ally INC. Air On d ,tinning & Heating 0-0 0 COX a Prepared By: M Mark Wesson Wesson Air Inc. 156 Baywood Ave. Longwood, FL. 32750 m" 407-831-5061 Tuesday, May 01, 2007 m Rhvac - Residential & Light Commercial HVAC Loads Wesson Air Inc. Elite Software Development, Inc. Mondragon Residence Longwood, FL 32750 Page 2 Protect Report General Project Information Project Title: Mondragon Residence Designed By: Mark Wesson Project Date: 5/1/2007 Company Name: Wesson Air Inc. Company Representative: Mark Wesson Company Address: 156 Baywood Ave. Company City: Longwood, FL. 32750 Company Phone: 407-831-5061 Company Fax: 407-831-2570 Company E-Mail Address: mark@wessonair.com Company Website: wessonair.com Company Comment Design Data Reference City: Sanford, Florida Daily Temperature Range: Medium Latitude: 28 Degrees Elevation: 89 ft. Altitude Factor: 0.997 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 38 0 50 72 32 Summer: 93 76 50 75 44 Check Figures______ Total Building Supply CFM: 769 CFM Per Square ft.: 0.731 Square ft. of Room Area: 1,052 Square ft. Per Ton: 540 Volume (ft') of Cond. Space: 8,419 Air Turnover Rate (per hour): 5.5 Building Loads — - — ---- Total Heating Required With Outside Air: 27,573 Btuh 27.573 MBH Total Sensible Gain: 17,543 Btuh 88 % Total Latent Gain: 2,284 Btuh 12 % Total Cooling Required With Outside Air: 19,827 Btuh 1.65 Tons (Based On Sensible + Latent) 1.95 Tons (Based On 75% Sensible Capacity) j Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Program Files\Elite\Rhvacw\Projects\Mondragon.rhv Tuesday, May 01, 2007, 2:08 PM Rhvac - Residential & Light Commercial HVAC Loads Wesson Air Inc. Elite Software Development, Inc. Mondragon Residence Longwood, FL 32750 Page 3 System 1 Main Floor Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1A-cm-o: Glazing -Single pane, operable window, clear, 138 5,957 0 4,680 4,680 metal frame no break, light color drapes with medium weave with 50% coverage, external shade screen coefficient of 0.35 and 100% coverage, u-value 1.27 11G: Door -Wood - Panel 80.4 1,476 0 1,260 1,260 13AB-Oocb: Wall -Block, no blanket or board insulation, 906.4 8,382 0 5,029 5,029 open core, brick finish 166-30: Roof/Ceiling-Under attic or knee wall, Vented 1052.4 1,145 0 1,785 1,785 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 141 5,657 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 22,617 0 12,754 12,754 People: 2 460 600 1,060 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 2,537 365 2,013 2,377 Infiltration: Winter CFM: 31, Summer CFM: 15 1,151 456 305 761 Ventilation: Winter CFM: 34, Summer CFM: 34 1,268 1,003 671 1,674 System 1 Main Floor Load Totals: 27,573 2,284 17,543 19,827 Check Figures Supply CFM: 769 CFM Per Square ft.: 0.731 Square ft. of Room Area: 1,052 Square ft. Per Ton: 540 Volume (ft3) of Cond. Space: 8,419 Air Turnover Rate (per hour): 5.5 System Loads 777-71 Total Heating Required With Outside Air: 27,573 Btuh 27.573 MBH Total Sensible Gain: 17,543 Btuh 88 % Total Latent Gain: 2,284 Btuh 12 % Total Cooling Required With Outside Air: 19,827 Btuh 1.65 Tons (Based On Sensible + Latent) 1.95 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Program Files\Elite\Rhvacw\Projects\Mondragon.rhv Tuesday, May 01, 2007, 2:08 PM f fhvac - Residential & Light Commercial HVAC Loads Wesson Air Inc. Elite Software Development, Inc. , Mondragon Residence Longwood, FL 32750 Page 4 Detailed Room Loads -Room 1 - Whole House (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 43.9 ft. System Number: 1 Room Width: 24.0 ft. Zone Number: 1 Area: 1,052.0 sq.ft. Supply Air: 769 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.5 AC/hr Volume: 8,419.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 7 Actual Winter Vent.: 34 CFM Runout Air: 110 CFM Percent of Supply.: 4 % Actual Summer Vent.: 34 CFM Percent of Supply: 4 % Actual Winter Infil.: 31 CFM Actual Summer Infil.: 15 CFM em Area U- Htg Sen Cig Lat SenFescriptionQuantityValueHTMLossHTMGainGain S -Wall-13AB-Oocb 41.5 X 8 296 0.272 9.2 2,737 5.5 0 1,642 W -Wall-13AB-Oocb 28.7 X 8 157.3 0.272 9.2 1,455 5.5 0 873 N -Wall-13AB-Oocb 41.5 X 8 245.9 0.272 9.2 2,274 5.5 0 1,364 E -Wall-13AB-Oocb 28.9 X 8 207.2 0.272 9.2 1,916 5.5 0 1,150 W -Door-11 G 3 X 6.7 20.1 0.540 18.4 369 15.7 0 315 W -Door-11 G 3 X 6.7 20.1 0.540 18.4 369 15.7 0 315 W -Door-11 G 3 X 6.7 20.1 0.540 18.4 369 15.7 0 315 N -Door-11 G 3 X 6.7 20.1 0.540 18.4 369 15.7 0 315 S -GIs-1A-cm-o shgc-0.75 100%S 36 1.270 43.2 1,554 30.5 0 1,098 3) W -GIs-1A-cm-o shgc-0.75 8%S 12 1.270 43.2 518 43.6 0 523 N -GIs-1A-cm-o shgc-0.75 100%S 60 1.270 43.2 2,590 30.5 0 1,830 5) N -GIs-1A-cm-o shgc-0.75 100%S 6 1.270 43.2 259 30.5 0 183 E -GIs-1A-cm-o shgc-0.75 8%S (2) 24 1.270 43.2 1,036 43.6 0 1,046 UP-Ceil-16B-30 43.8 X 24 1052.4 0.032 1.1 1,145 1.7 0 1,785 Floor-22A-pm 141 ft..Per. 141 1.180 40.1 5,657 0.0 0 0 Subtotals for Structure: 22,617 0 12,754 Infil.: Win.: 30.9, Sum.: 15.4 1,125 1.023 1,151 0.271 456 305 Ductwork: 2,537 2,013 People: 230 lat/per, 300 sen/per: 2 460 600 Equipment: 0 1,200 Room Totals: 26,305 916 16,872 C:\Program Files\Elite\Rhvacw\Projects\Mondragon.rhv Tuesday, May 01, 2007, 2:08 PM LINE BUILDING PRODUCTS CORP. 1 SILVERLINE DRIVE NORTH BRUNSWICK NJ 0OW2 PH, 732.435.IWO 2300 SERIES, MODEL 2300 EXTRUDED VINYL SINGLE HUNG WINDOW GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BWLDING CODE INCLUDING THE EACH VELOCITY HURRICANE ZONE'. 2. PRODUCT ANCHORS SWILL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN THE EACH VELOCITY HURRICANE ZONE' THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1626 OF THE FLORIDA BUILDING CODE. 4. WHEN USED IN AREAS OUTSIDE OF THE 'HVHZ' REQUIRING WINO -BORNE DEBRIS PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1606.1.4 OF THE FLORIDA BUILDING CODE. TABLE OF CONTENTS SHEET / DESCRIPTION 1 TYPICAL ELEVATION& DESIGN PRESSURES & GENERAL NO 2 VERTICAL & HORIZONTAL CROSS SECTIONS 3 BUCK & WINDOW ANC14ORING 4 BILL OF MATERIALS GLAZING DETAIL h COMPONENTS s4_51 WIDTw p-1-- CITY 0 DESIGN PRESSURE RATINGS SINGLES (PSF) REVIEN f SANFOVERALL OVERALL OVERALL DESIGN PRESSURE RATING FIN FRAME DAY LIGHT GLASS POSITIVE NEGATIVE DIMENSIONDIMENSIONDIMENSIONTYPE0) 48.125' x 28.125' 1/ 8- ANNEALED 54. 5' x 64.5' 52' x 62' AIR 35.0 PSF 35.0 PSF X) 48.125' x 28.125" 1/8' ANNEALED 0) 41.125" x 28.125" 1/ 8' ANNEALED 47. 5' x 64.5' 45' x 62' AIR 40.0 PSF 40.0 PSF X) 41.125' x 28.125' 1/ 8' ANNEALED 0) 36.125' x 28.125' 1/ 8- ANNEALED 42. 5' x 64.5' 40' x 62' AIR 45.0 PSF 45.0 PSF X) 36.125' x 28.125" Ile- ANNEALED 0) 32.125' x 28.125' 1/ 8- ANNEALED 38. 5' x 64.5' 36' x 62' AIR 50.0 PSF 50.0 PSF X) 32.125' x 28.125' 1/8- ANNEALED of er EW arc. a: WWH FL- 405 1 a J. WEEP HOLES .375' WIDE x .090" HIGH LOCATED J.0' FROM EACH END OF THE INTERMEDIATE SILL LEG DRAINING THE INTERIOR SILL HOLLOW IMM THE EXTERIOR SILL HOLLOW AND ONE J.0' FROM EACH END OF THE SILL FACE DRAWING THE EXTERIOR SILL HOLLOW. 2- MIN. 2- MIN. 1 VERTICAL CROSS SECTION 2 N.T.S. w RAH a WWH w w: FL-406 r 2X SU SUC NOTES: I. ADJUST TAPCON LOCATIONS, IF NECESSARY, TO MWNTAIN A MINIMUM 2.0' CLEARANCE FROM MORTAR JOINTS. 2. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. WIND( FRAI ON CENTER 4 23 TYP. SEE NOTE 11 w IE i v li7APPLY A GENEROUS BEAD OF COMMERCIAL GRADE CONSTRUCTION ADHESIVE TO THE BACK OF THE FIN AROUND THE FULL PERIMETER AS SHOWN. q R or EW or. WWF w "a-. FL-406 r-.1a-A ITEM DESCRIPTION MATERIAL 1 EXTRUOW PVC MAIN FRAME NAILING FIN TYPE 1 1 • PVC 2 UDED PVC SILL NAILING FIN 2163 • Pvc 3 UOED PVC GLAZING BEAD INTERLOCK =7 • PVC 4 EXTRUOEO PVC M NG RAIL 2167 •PVC 5 EXTRUDED PVC TOP PAIL 12066•PVC 6DMUDED PVC BOTTOM LIFE RAI 2 6 • WIC K PVC EXTRUDED PVC G1 BEAD 2317 • WIC EXTRUDED PVC GLAZING BEAD MW It HORTJ 02217 • PVC 10 OPERABLE SASH LOCK 11 12240 STEEL FlXEO MEETING RAIL REINF. P 0. CALV. STL. PROWLFIXEDMEETING REINF. BOTTOM 0.060 GA V. STL 14 ILOCK RAIL REINF. 0.048 GALV. STL STEEL 0OTrOM LIFT L & SASH REINF. .OW V.STL STEEL 1 WINDOW SCREEN 17 WEATHERSTRIP PILE W FIN .187 x .270 LOCK RAIL & SASH UL 18 WEATHERSTRIP PILE W FIN.187 x .230 FIXED MEETING RAIL ULTRAFAB 19 WEATHERSTRIP PILE W FlN .Ia7 x .150, SILL ULTRAFAB WEATHERSTRIP ' GLASS21GLAZING5/a' INSULATED ANNEALED GLASS 1/a" ANNEALED — Na_— 1 8' ANNEALED LNG COMPOUND (DOW 1199 SILICONE 8 x PHILUPS PANH H METAL SCREW NAIUNG FLANGE 24 3116 X 2-3 4 TAPCON 2X BUCK ALUM. 26 1 4 SHIM I WOOD 27 MASONRY I CONCRETE THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY"EXTRUDERS LICENSEES IN 7MMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. 1.159' 2.023' H o J O OPVL BOTTOM LIFT Ral (7\Ra r1PVC MEETING RAIL b M h is li O zilielffT. 1.107' b g bn 74' SASH RE7NF. 15 GALVANIZED STEEL it h67' 060' _I L- aFlXEO MEETING RAIL E]NF TOP GALVANIZED STEEL OVERALL THK. 1/8' ANNEALED GLASS e n` AIR SPACE 2 a , ! 1/a' ANNEALED GLASS z ANNEALED GLASS AIR SPACE 1/8' ANNEALED GLASS 1 5/8' OVERALL GLASS THK. b 6 n 74' Q N c 0 N 794' .. ILL. N.T.S. ono. or. RAH au or. WWH PVC GLAZING EIEAO oMwo io.: b ( KEEPER) FL-406 t= 4 or x Opaque Inswing Unit W 2-PIECE APPROVED ARRANGEMENT: OD -EDGE STEEL DOORS IN DIUSTABLE STEEL RAMS Note: Units of other sizes are covered by this, report as long as the panel used data not exceed 3'0" x 6'8". Otrnilcft I3e26447A Ida Validaroe Mnrh center Single Door Zenum unit mile Tr S er Oeslgn Pre ore 6.0 0eierJ wrar unl apatlN dunndd dnim k used. Large Mlssl Impael Resislance Hurricane protective system (shutters) ;is NOT REQUIRED. ee9al1 aeei0n pier ide, aria impacl resisard re7Wrarn" for a apeenic euiWyp design and geographic b®don Is de"ii 0 by AStE 7-Ndind, sbee or local oWld p came spedly Ills sdldon rtaid ed. MINIMUM ASSEMBLY DETAIL: Compliance i squires that minimum assembly details have been followed — see MA-WL-MA0009-02. MINIMUM INSTALLATION DETAIL: Compliance equires that minimum installation details have been followed — see M O-WL-MA0006-02. APPROVED DOOR STYLES: noGo o 00q1313Do no a® on; oa. plush Aids Top ]ymal-%prnrl a-Wel New England 4-W.-I Eyebrow 4-pal d•panal 100 0 as a ae oa 0•Danel al 5-panel 5-penal wiin strop Eyehipw ipand eysbro. s-pancl MIA Scroll 0 e eeeeeee John E Onoher 112002 • fur and" uncap a eldabea deal saeerr/en , era arNb m e-0a wMlprt goo/ zoo WIai ONV a000 39IIS38d 1.8081.2ElOV XV3 0:51. 9002/1.1./Vo X 11 Opaque Inswing Unit OOD-EDGE STEEL DO RS IN 2-PIECE ADJUSTABLE STEEL RAMS CERTIFIED TEST REPORTS: NCTL-210-1 16-7. 8, 9, 1a. 11, 12; NCTL 210-2165-1, 2, 3 Certifying Er gineer and License Number: Barry D. Portnoy, P.E. / 16253. Unit Tested Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation r art NCTL-210-2794-1 Door panels onstructed from 26-gauge 0.017' thick steel skins. Both stiles constructed tram wood. Top and rail constructed of 0.041" steel. Bottom end rats constructed of 0.021- a eel. Interior cavity of sla filled with rlgld polyurethane foam core. Frame cons ucted of 18-gauge and 24-gauge steel with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN I CCORDANCE WITH MIA DADE SMO PA201, A202 8 PA2M COM ANY NAME ctrx STATE To the bei I of my knowledge and ability the above side -hinged exterior d ior unit conforms to the requirements of the 2001 Florida Building I ode, Chapter 17 (Structural Tests and Inspections). State of Fl irida, Professional Engineer Kurt Balth or, P.E. — License Number 56633 Johnson EnbySystems Omber 14. 30M our an9ndne lowme .I phe.11 e.pfe"Mm maee leee11 "On1. Joe AM Ilmd ellr MW is ee41e W s.el now S00/E00 lim Otid 8000 39I1538d IRI qQ-_%"7A Ian finero MOO U Iw0Y0e (vlwwmeAunle 0/the Onlle tewllol tenter. 1808126LOV XY3 EV91. 9002/ll/pO XO or OX Unit TYPICAL HINGE ATTACHMENT r. EdTT NlatE r 1118Wefl SIDE JAAra ^ r a001 "a um Ce LI ri 16-02 O TSWING UNIT WITH: SINGLE DOOR 8c ON SIDELITE BOXED-CONSTR CTION) TYPh AL MULLION ATTACHMENT TYPICAL HEADER A SIDE JAMB I TIACHMENT fIVISMU01INTM RA HEADER I•I/f laYl6 lal tRSTar nElaef eMWN) FINEIr- RIEY cMN DFITe1QE0 p 1 LW WRLNDRTIYaal Ii1111 omFWrE ryWryi?= rwESfiKEs rynT Trwlr MR" MTnI?STOP IQ OPNEIIan NuewTNINSNImi Y0 K AMID NMNO INSTALLATION EEENNIN1Me PeIaGLIAhOY DETAIL SIDE 446M OTA0110 6994"A2 MUST ma"aNEO OEINR I'E /P qq DNI.c,TED EAITENEAE LaCATE07 MOM FACN END NUIPALSO ANO 7 o C MgIMLN fSTOP SIN% ON ne S z FLAT READ %WM SCREW LaeA-,M S' TNON EACH 1141 PAWMVM AND 170C. 11=100E ION CENIEIWNE at STeq. TYPICAL THRESHOLD A SIDE JAMB ATTACHMENT EDULNan INeOa anmsoE & m i.' iiw as ofNEIWfYINaaal) N101 fFAWWWCE fallllllTMESNOLa 511E OE rEA6a)I'aia p: iNreMwnPwIN S1AnLS iEr• aNEa (il1Eq ANN m0 Tat Data GEws GTIIE u]Oi6 M7A A026aa1lEt 30 IV, C ald COPlrest ih0o4 VdWaDw E&ITGI a302MMf 001. a01, DO: A]DNd170 Et, m1, 010; f0075Y7Ga01. II@, 00 Ram eEdlerol IrwanrADea . miaels stem he IT&WN wodke, 1w- maNwidia mml, VA wSaw Netaila WeWLTnnoftZaQAEmum& tacteivl MET. JL ci es m ma EILIUfr •aaD IDE 11YIa rti,•,: zA„ E,s eE Niu IfwLo1S1 faR7'C NEItNi OE SAenLER 11fa1NEIISNU NEA$ E rmw 1 P TYPICAL THRESHOLD i MULLION ATTACHMENT TYPICAL SIDE JAM !E SIOELITE PANEL 6AssaEDDaa ATTACHMENT dOO••N R Ea.LI eMEETIJOINIED lN DNY Mo. SIDE LLiIt•vA' tEa NEstob O' rml nEIrAPTI m?] EIDtLITEIowaYpD1 RLWS ` LTACNE MINI LOCATE ?f•W IdeAu NNe1N fial CO NMAM E W L a LOCA I, cc 1-FNON ACH DY' NOTE uuUsSEI Old IT CaND no2wc nALCYrEM a NT E IPISRI 1RIN SECTION B-B TYPICAL THRESH O 0 A SIOELITE PANEL ATTACHMENT IMLIN FSNIIL—F I RNOGIalll® cluoRvrllm wwua A IczA• sr NIT Ta" 1 11cNTNINIYYW rnrn I-= Scmua L= A? E.r am /IO NOW IIEEMOM S? FIATVISMINCIMSCAM June 17.2D02 00mkiftrw• NN•roI"Vw~ dome eaaNaNLM, MaconfE• Enurnat7O al C•rpoiatlan Mo and WmIO con suyta IN cftm wood rrn sooiboo WHI aNV aaaa 39I10ad LBOBLZELOV XVJ EV51, 8003AUVO A . , , XO or OX Unit CL TYP. N TYP. a A l 1 II 1 SINGLE DOOR WITH- i IDELITE 1 1 TYR 6' 8" UNIT 8'0' UNIT 13- 15/16' 17-1/8' MAXIMUM ON CENTER TYR Minimum Fasterier Count 6 per vertical Framing member 7 per horizontal framing member Hinge and strike plates•requim two 2- 112" long screws per location. SEE NOTE it • Width of door unit plus 1/2' Height of door unit plus 1/4' 1 I 11 1 I tAlaaaedr ak rr T151 WW AeAw Canals 9=6447A; 03 We: #3026a47C and COPfris1 Pa on vaedadon M anK 43026447A401, mz. 003, 004- l3Wea41e 01. 0a2, 003. 0W; r3026447C-001 00` oa7, am pmAdis admtlanal IndOrtnaeon - "Iaaia nam IN R websea (wrrw.a0nmka.edml. IM iAasonde mbska e ( w wmaamlr cam) orrha Pgsmw laennl Cant Latching Hardware: Compliance requires that GRADE 3 or better NSUBHMA A156.2) Cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 0248 0268 .3243-, 3211, 3263- or 3288 Compliance requires that B' GRADE 1 (ANSIj IHMA A156.16) surface bolts be installed on latch side of active door panel — 1) at tap and ( 1) at bottom. RaaaA an reduired Desion Pressure — see GOP i heat for details. Notes: 1. Anchor calculations have been carried out w' h the lowest (least) fastener rating from the different fasteners being considered for use. Jamb and head fasteners analyzed for this unit include 8 and 010 wood screws or 3116' Tapcons. Threshold ifasteners analyzed for It is unit include 8 and a' 10 wood screws, 3/16' Tapeons, or Liquid I lails Builders Choice 490 (or equal structural adhesive). 2. The wood screw single shear design values me from Table 11.3A of ANSI/AF 3 PA NOS for southeen pine lumber with aside member thickness of 1- 1/4' and achievement of'ininimum embedi ient. The 3/16" Tapeon single shear design values come from the 17W and EL 0 Dade Country approvals respectively, each with minimum 114" embedment. 3. Woad bucks by others, must be anchored p perly to transfer loads to the structure. Karam 10, 3003 -. our Won ua4lraR.ra al rraauq arPra.rn.m nn,w grealeaaant, a bift Oa. Pr and dd311 aaapd w dar4l WANT ndn. S00/ S00 In WIal ONV 8000 39IlS38d a L808LZELOV XV3 Sb:SI 9002/LL/00 r .. APPENDIX 13-0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C-04 Residential Limited Applications Prescriptive Method C CENTRAL 4 5 6 Small Additions, Renovations & Building Systems r,. p-, ... 1... cnelyy Cnw,ency L ooe may oe oemonstraled by the use of Form 600C-04 for additions of 600 square feet or less, site -installed components of manufactured homes, and renovations to single- and multiple -family residences. Alternative methods are provided for additions by use of Form 6008-04 or 600A-04. PROJECT NAME: AND ADDRESS: O C1 y BUILDER: PERMITTING OFFICE: CLIMATE ZONE: 4 5 6 OWNER: O C 0 PERMIT NO.: JURISDICTION NO.: u. nv z Rjlva i v CJUJ 1 w ntaturlvk;t lbw square tees or less of conditioned area). Prescriptive requirements in Tables 6C-1, 6C-2, and 6C-3 orgyy to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be metOnlywhenequipmentisinstalledspecificallytoservetheadditionorisbeinginstalledinconjunctionwiththeadditionconstruction. Components separatingunconditionedspacesfromconditfohedspacesmustmeettheprescribedminimuminsulationlevels. RENOVATIONS (Residential buildings undergoing ren- ovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the componentsandequipmentbeingrenovatedorreplaced. MANUFACTURED HOMES AND BUILDINGS. Only site -installed components and features are covered bythisform. BUILDING SYSTEMS. Comply when complete new system is installed. 1. Renovation. Addition, New System or Manufactured Home 2. Single-family detached or Multiple -family attached 3. If Multiple -family -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) S. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R-value) b. Wood, raised (R-value) c. Wood, common (R-value) d. Concrete, raised (R-value) e. Concrete, common (R-value) 9. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) b. Adjacent: 1. Masonry (insulation R-value) 2. Wood frame (Insulation RR -value) C. Marriage Walls of Multiple Units' (Yes/N0 r 10. Ceiling type and insulation: a. Under attic (Insulation R-value) b. Single assembly (insulation R-value) 11. Cooling system* Types: central, room unit, package none) 12. Heating system* `1111W - Types:'heat pump, elec. strip, natural gas, LP- as, gaoom or PTAC, existing, none) 13. Air distribution system* CA ti"I a. Baddlow damper or single package syste e-- b. Duds on marriage walls adequately sealed/ lo)," 14. Hot water system: Types: elec., natural gas, other, existing, none Pertains to manufactured homes with site -installed corruibneln I I hereby certify that the plans and specifications covered by the calculation are in the Florida Energy Code. PREPARED BY. I hereby attify that this building is in compliance with the Florida Energy Code: OWNER AGENT: e e DATE: Please Print 2. 3. 4. 5- lL Singe Pane Double Pane 6a. sq. ft. sq. ft. 6b. sq. tL sq. ft. 7._94 8a. R = tin. ft. 8b. R = sq. ft. 8c. R = sq. ft. 8d. R = sq. ft. Se. R = sq. ft. 90-1 9a-2 R = R = sq. ft. sq. tL 9b-1 R = sq. ft. 9b-2 R = sq. N. 9c. 10a. R = sq. ft. 10b. R =j ZI Z sq. ft. 11. Type: to'4Mr?TA4. SEERIEER: 12. Type: HSPF/COP/AFUE: 13a. 13b. 14. Tyne-_ ttL EF: N CK 7w of plans and specifications covered by this calculation indicates compliance with the Florida E gY Code. Before construction is completed, this building will be inspected for compliance in ardance with Section 553.908. F.S. BUILDING OFFICUL GATE: FLORIDA BUILDING CODE - BUILDING 13-D.3SR APPENDIX 13-0 Climate Zones 4, 5, 6 TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Lea). RENOVATIONS TO EXISTNG BUILDINGS AND SITE-INSTALLEO COMPONENTS OF MANUFACTURED HOMES MINIMUM INSULATION COMPONENT INSULATION INSTALLED Concrete Block jFrame, 2' x 4' I I Frame, 2' x 4' 3 Common, Frame R-11 Common. Masonry R-3 Under Attic R-30in Single Assembly; Enclosed z Frame Metal Pans 13 U Single Asse-W. Open R-10 Conrrnorh, Frame R-11 fVo M 8 Raised Wood1RaisedConcrete R-5 LL Common. Frame R-11 0 In unoondi6oned space R-6 G In oarnditiorned space No minimum MINIMUM INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY K Central A/C . Split SEER = 10.0 SEER = OJ Single P corn unit or P EER = 8.5OU EER = Electric Resistance ANY Z Heat pump - Split HSPF = 6.8 HSPF = r Single Pkg. HSPF = 6.6 HSPF = Room unit or PTHP COP = 2.7' HSPF/COP = S V Gas, natural or propane AFUE _ .78 AFUE : a Fuel Og AFUE = .78 AFUE = m irFW Electric Resistance EF = .92 Ef . Gas; natural or LP -gas EF = .59 EF = 3 Fuel ON EF = .54 EF - TABLE 6C-L PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY See Table t 3507.1 ABC.32 and 13 608.1.A8C.32 Maximum percentage glass to floor area allowed is selected by type. overha and solar heal gann coefficient. Maximum % _ _ I nsta led % _ GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REOUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double OWSHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC 1'•.B7 7 0'-.78 2'-.87 V-.75 0'-.57 v-.78 0'-.61 3'-.87 7-.75 V-.57 0'-.39 7-.78 V-.61 0'-.44 4'•.87 3'-.75 2'-.57 v-.39 0'-.30 3'•.78 7-.61 V-.44 0'-.35 Gel certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double dear SHGC - .66, and single lint SHGC = .64 TABLE 6C3 MINIMUM REOUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REOLNREMENTS CHECK Exterior Joints 6 Cracks 606.1 To be caulked, gasketed, weather-stripped or otherwise seated. Exterior W4Wows 6 Doors 606.1 Max. 0.3 dm/sq.h. window area; .5 dnVsq.lt. door area. Sob & Tap Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Ughting 606.1 Type IC rated with no penetrations (two alternatives allowed). Multistory Hrnraas 606.1. Air barrier an perimeter of floor cavity between foots. Exhaust Faro 606.1 Exhaust tars vented to unconditioned space sh:dl have dampers, except for combustion devices with integral exhaust ductwork. Combustion Nstling 6M.1 Canbustion space and water heating systemi must be provided with outside combustion ale, except for direct vent appliances. Water Neaten 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or dearly marked circuit breaker electric or culoU gas) must be provided. External or built-in beat trap required for vertical pipe deers. . Swimming Pools A Spas • 612.1 Spas 6 heated pools must have covers (except Solar heated). Noncommercial pools must have a pump timer. Gas spa 6 pool heaters must have minimum thermal efficiency of 78%. Not water Pip" 612.1 Insulation is required for hot water circulating systems (inducting heat recovery units). Shower Beads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Duct Construction, Insulation A Inslsflation 610.1 AN duds, fittings, mechanical equipment and plenum chambers shag be mechanicallyicaly attached, sealed, insulated and Installed in accordance with the criteria of Section 610.1. Ducts in attics must be ksulated to a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C-1 kndicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being installed. All R-values and efficiencies installed must meet of exceed the minimum values listed. Components and equipment neither being added nor renovated may be left btan 2. ADDITIONS ONLY. Determine the percentage at new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of all nonvertnl roof glass and add it to the previous total. When glass in existing exterior walls is being removed of enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. OMde the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C-2. Prescriptives are given by the type of glass (single or double pan() and the overhang (OH) paired with a solar heal gain coefficient (SHGC). for a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and door; previously in the exterior walk of the house nd being reinstalled in the addition do not have to comply with the overhang and solar heat gain coefficient requirements on Table 6C-2. An new glass in the addition must meet the requirement tot one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3.. RENOVATIONS ONLY. Replacement glass needs to creel the following requirements. Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a 2-fool overhang and whose lowest edge does not extend further than 8 feel from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pre clear or double -pane . linked. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the information requested on the top hat of page 1. 6 Read Winimumh Requirements for Small Additions and Renovations; Table 6C-3, and check all applicable items. 7. Read, sign and date the 'Ow ner/Agent' certification statement on page 1. 13-D.36R FLORIDA BUILDING CODE -BUILDING Ifill a1110111a11111111111111111111111111111111aIII 1lilt NOTICE OF COMMENCEMENT Permit No. D 7— 13S 1 Parcel ID: 3S I N 31) 5ZC . Q bOb . 0 G 56 State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of prQpert (legal d cr ption of Z') opert an street address if available) 169 1 ZC'` ' 2. General description of imt rovement: 141Z 3.Owner Information a. Name and address: b. Interest in property: _r-' sr A) NJ c. Name and address of fee simple titleholder (if other than owner) 4. Contractor -- Q - , a. Nameandaddress: U `(l YJ IMARYANNE MORSEI CLERK OF CIRCUIT COURT_ SEMINOLE COUNTY PK 06859 Pg 1371; I1pg) CLERK'S 0 200715L 136 RECORDED 11/ 05/E007 12a42t18 PH RECORDING FEES 10.00 t.'"" ' AA RECORDED 8Y T Smith CERTIkD[1'C0P' ->, MARYANNEMORSEL CLE . F CIRCUIT COURT.' S Mlti N . FLORI`DAra Q SfA - 1 1,, i tW,:3 7 1 t -1 C.W b. Phone Number: 5. Surety a. Name and address: b. Amount of bond S c. Phone Number: 6. Lender a. Name and address: b. Phone Number: 7. Persons within the State of Florida designated by Owner upon whore notices or other documents may be served as provided by Section 713. 13(l)(a)7., Florida Statutes: a. Name and address: b. Phone Number: 8. In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713. 13(I) (b), Florida Statutes: a. Name and address: b. Phone Number: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTINCE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF C MENC ENT. p1v1,c. 1C><l t"IS INSTRUMENT P/tREPAI rJ J Signature of Owner or Owner's Mthorized Officer/Director/ Partner/Manager Signatory's Title/Office ay of J\)()),20_6-1 by L(JicS . type of authority ...e.g. officer, trustee, attorney in name of party on behalf of whom instrument was executed).