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10-10431
CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10431 r BUILDING PERMIT Permit Number: 16431 Address: 6144 10TH ST Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: TYSON Est. Value: Parcel Number: 02- 26 -21- 0080 - 00200 -0250 Improv. Cost: 15,600.00 - ., €I£:` y i �dM°°7 Date Issued: Name: T ERRILL, M ICHAEL & REBECCA Total Fees: 220.00 Address: 6144 10TH ST Amount Paid: 220.00 ZEPHYRHILLS, FL. 33542 Date Paid: 5/11/2010 Phone: Work Desc: DEMO 10 X 16 SCRN RM CONSTRUCT A 10 X 16 DEN e . '` s z : 7 't � ,. n � $ . ,, ,''4,-,4,,;.- \ { $mgr m , : ' a ,' at D I N , „ „: .. ? .elf .W,"` EA =UIL. •RP BUILDING E 150.00 EL = 1 AL F E 35.00 6 ELECTRICAL CONTRACTING INC MECHANICAL FEE 35.00 AIRBOURNE A/C INC. ( 71 6IL( . q r ( 0 r F• •TE 2ND R•U PLUMB MI 1 IN U ' I•N ILIN FOOTER BOND DUCTS INSULATED SE MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before record' g your notice of commencement." iikg.- lor 4 1 /t , I I all I sr/ t"'T ' B SI N TURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813- 780 -002 Building Department . j °131 late Received - • 0 % v Phone C act for Permittin. (7 q -10 g -- ' t. 6 - ' ( TE12 i _ Owner Phone Number )wner's Name I ChAr1 (L I I l I Owner Phone Number 1 )wner's Address 1 i 44 `i 'v I I I Owner Phone Number 1 :ee Simple Titleholder Name Fee Simple Titleholder Address I 61�g LOT# JOB ADDRESS . I PARCEL ID #I 0c2-24,-/—(.20(3 -0 — v ,;;V------64.) I SUBDIVISION ' (OBTAINED FROM PROPERTY TAX NOTICE) ADD /ALT 0 SIGN I I MOVE I I DEMOLISH WORK PROPOSED NEW CONSTR AIR _ INSTALL REPAIR PROPOSED USE 1 SFR I v I - COMM Li OTHER TYPE OF CONSTRUCTION I BLOCK 4Z1_ FRAME • I STEEL Q .OTHER DESCRIPTION OF WORK ,- �pNVEV- t of A . , OA 2 - co► - I,WM (A 9EN 1 SF L,vt,t)G ptu�• { SC) FOOTAGE , 0 I HEIGHT BUILDING SIZE �� \ i D 1 BUILDING 1.$ ' • I 0 0 I VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ ) 3 O . O I AMP SERVICE 1 ( PROGRES ENERGY 1 1 W.R.E.C. I i / g PLUMBING IS I MECHANICAL $ , Z O. o I J VALUATION OF MECHANICAL INSTALL /I ' " . / =I-- =I-- I ,i � I �I ���° • I I GAS ROOFING SPECIALTY 1 OTHER I C FLOq ZONE AREA � IYES [_]NO � � /,, i-t" 'S FINISHED FLOOR ELEVATIONS l I w 6 � ,“i y 1 NIA . .. COMPANY I .._C- A ` ) 1 1. 0 E,e.S C O 4P BUILDER F EE CURRENT Y / N 1 SIGNATURE , _ . , _ REGISTERED I YIN � 1 I License # Address 0� I lt,---J L, . .47------'7 c • c.-1 ELECTRICIAN <<` �L, I COMPANY • SIGNATURE I f REGISTERED I YIN 1 FEE CURRENT I Y/ N I License # Ira / . 3 `)L-7 1 " Address I PLUMBER I COMPANY 1 SIGNATURE REGISTERED I Y! N I FEE CURRENT I Y I N I License # 1 Addres ( 0 I Y I / ECHANICAL 3 COMPANY IGNATURE V 1 REGISTERED I VT EURRENT YTh T I > } h License # I a ddress — '' �� -OTHER COMPANY SIGNATURE REGISTERED • Y/ N FEE CURRENT Y 1 N I ' . Address License # 1 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence Installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL . Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set'of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence Installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. • * ** *PROPERTY SURVEY required for all NEW construction. • Directions: Fill out application completely. Owner & Contractor sign back of application, notarized , • If over $2500, a Notice of Commencement is required. (AIC upgrades over $5000) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW aorsee•ooewnan :,. .. t V4 :4 a1 r ,.; t i AmoN 10 aweN padwels Jo palu!Jd 'pedA AJe1oN 10 aweN 90tP£LGO UO!SSIUiWOO s . " � tfif?idt� oN uo�ss�wwo� n�1 ��t1 ►hti`1�'1Fil�t- [�i� q N uo!ss!wwo0 — r o!!gnd �JeioN y, v w c. uogeogBuaPlse uogeo pap! se paonpwci aney/sey Jo aw o1 unnowi � fieuosiad aye /s! o4M °now .a /set' Jo aw of unnoul lleuosiad aje/s! ow Aq ( S OY / -, Ale7 soya aw aJO1aq (pawJ�}e Jo) o; wo rms pue paquosgnS '! � aw 1aq (paw- •Dons pue paquosgnS 11430V JO b3NMO ♦' 21013V211N0 • p / (EO'Ll I. 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RECEIVER COM.TIME PAGE TYPE /NOTE FILE 01 MAY /10 10:24AM 99073579 0:00:49 2 OK SG3 0508 R Ewa i r City of Zephyrl. ll :: ref 1 T , ' ~ :Building Department k �a <.X:'�,`� x _ , , . .... phone: (813)- 780 -0020 e Fax: (813) -780 -0021 3. • Yy\ TO: Airbourne FROM: Jackie FAX #: 813 - 907 -3579 FAX #: DATE: 5/10/10 # OF PAGES including artier sheet: 2 MESSAGE: Please need signature of contractor or any agent in Mechanical signature line we also need the company name, license number and address of business fill in on the application. Fax this back to our office at 813- 780 -0021 and we will attach with the permit for CEA Builders. Thank you Jackie City ofZephyrhills BUI DING PLAN REVIEW - COMMENTS 1 ontrac �.. omeowner: a4- LA979:. Date Received: y —10 Site: � `" ��- '- Permit Type: Az9bvin at z)U1 _t; a- 0 Approved - w/no comments: ❑ Approved w /the below comments: Iv Denied w /the "below comments: 0 i) C 1 50_ cA A o ik) i /( Dorf s j. & ' l 5 .,t\ apL c && 0X)07 34c, / 2X /O 4 - c_. 3) (00 141 civil be ccu -erd u), 01- ;Its � P This comment sheet shall be k.- with . e permit and/or plans. //) ":4011■.e /' -17-1 :- - ALVEVIIrr. g • . :•Oral Date CorT ! , dJor Homeo er--- ��G -7c. �� (Req red when comments are present) APPENDIX 13-D Effective Marcia 1, 2889 * FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 1100848 Residential Component Prescriptive Method B ALL CLIMATE ZONES I Compliance with Method B of Chapter 11 of the Florida Building Code, Residential or Subchapter 13-6 of the Florida Building Code, Building may be demonstrated by the use of Form 11008 for single-and multiple- family residences of three stories or less in height, additions to existing residential bufkhngs, renovations to existing residential buildings, new healing, cooling, and water healing systems in existing buildings, and site-added components of manufactured homes and manufactured buikfings.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 1113-1 and all applicable mandatory requirements summarized in Table 118 -2 of this form. If a building does not c with this method it may still comply under Method A of Chapter 11 orSSubchapter of the applicable code. PROJECT NAME: l�t.r i Pafii ,11 h h1 BUILDER: CEA b Lt + I d-e ,_s AND ADDRESS: ( ,,7f{ i 0 .S+ e✓1' PITTI Cf.' rl'1, /45 OWNER: yy► icRJ , 7 Te er ' i 1 PERMIT NO. L ►. 0 MN1■� IJ URISDICTION NO.: ronn / 7i 1. New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertical roof glass, glass areas in excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 1113-1 on page 2). 2. Fill in all the applicable spaces of the To Be Instilled" column on "Table 1113-1 with the information requested. All To Be installed" values must be equal to or more efficient than the required levels. 3.Complete page 1 based on the "To Be Installed" column information. 4. Read "Minimum Requirements for All Packages ", Table 1113-2 and check each box to indicate your intent to comply with alt appficahle items. 5. Reel, sign and date the "Prepared By' certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. Please Print CK 1. New construction, addition, or existing building 1. a-0U 2. Single-famlly detached or multiple - family attached 2. S 3. If multiple - family -No. of units covered by this submission 3. 4. Is this a worst case? (yes/no) 4. /7 b 5. Conditioned floor area (sq. ft.) 5. 1 0 6. Glass type and area: a. U- factor 6a. : 6 b. SHGC 6b. , • 3.3 -- c. Glass area 6c. no sq. ft 7. Percentage of glass to floor area 7. 1 ./ , % 8. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R- value) 8a. R= G 5 lin. ft. b. Wood, raised (R- value) 81). R= sq.ft. c. Wood, common (R- value) 8c. R= sq.ft. d. Concrete, raised (R- value) 8d. R= sq.ft. e. Concrete, common (R value) 8e. R = sq.ft. 9. Wall type, area and insulation: am a. Exterior. 1. Masonry (Insulation R- value) 9a"1. R= 1 sq.ft. 2. Wood frame (Insulation R- value) 9a-2. R = 1 3 sq.ft. b. Adjacent 1. Masonry (Insulation R value) 9b R= sq.ft 2. Wood frame (Insulation R value) 9b-2. R = sq.ft 10. Ceiling type, area and insulation: a. Under attic ( Insulation R- value) 10a. R = 3 c sq 1 li C b. Single assembly (Insulation R- value) 1013. R = sq. ft. 11. Air distribution system: Duct insulation, location 11a. R= a. -41--/ Test report required if duct in unconditioned space 11 b.Test report attached? Yes 12. Cooling system: 12a. Type: " 1213. SEER/EER: - (Types: central, room unit, package terminal A.C., gas, none) 12C. Capacity: 13. Heating system: 13a. Type: - (Types: heat pump, elec. strip, nat gas, LP - Gas, gas h.p., room or PTAC, none) 1313. HSPFICOP/AFUE: - 14. Programmable thermostat installed on HVAC systems: 14. Y o 15. Hot water system: 15a. Type: (Types: elec., nat gas, LP - gas, solar, heat rec., ded. beat pump, other, none) 1513. EF: - I hereby certify that the and sped by the calculation are in comp�rxe with Review of plans and sp ors covered by 1 calculation indicates m andliance ore the Florida the Rorida End C Energy Code. Retort construction : ,. • i O accordance wilt Section 553 • r PREPARED S. Du O wig be (nspemted for cenptiarhce b i DATE: 5 / y/ , . BUILDING OFACIAL * / I hereby certify that this budding is in nee with the Rorfda Energy Code: OWNER AGENT: DATE: DATE matinee 2007 FLORIDA BUILDING CODE -- BUILDING 13-D.23 APPENDIX 13-D * 1ABLE 111-1 AIM= REQUIREMENTS (bee Note 1) All Chaste Zoos BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: U-Factor = 0.65 Ufector= Windows (see Note 2): SHGC = 0.35 SHGC = % CFA < =16% a rut a %of CFA = Exterior door t Wood or insulated Type: Walls — Ext. and All. (see Note 3): Frame R-13 R -Value = l 3 Mass (see Note 3) Inter of walk R-6 R -Value = Exterior of wall: R-4 R-Value Electric resistance heat (See Note 10) Not a owed Ceilings We Notes 3 & 4) R=30 R -Value = 1 O (doors: Slab -on -grade No re R -Value = 0 Over unconditioned spies (see Note 3) R-13 Hot water systems (storage type) Electric (see Note 5): 40 gal EF= 0.92 Gallons = /� 50gai:EF =0.90 EF= N Gas feed (see Note 6): 40 gal: EF =0.59 C aions = 50 gal: EF = 058 EF = Air conditioning systems (see Note 7) SEER =13.0 SEER = h A Heat pump systems (see Note 8) SEER =13.0 SEER = HSPF =7.7 HSPF = /VA Gas furnaces AFUE = 78% AFUE = Oil furnaces AFUE = 78% AFUE = n 4 Programmable thermostat (see Note 10) Must be irked on ai HVAC systems. Installed? dt ' Yes No Dtxxworlc (see Note 9) Location: c.. - Unconcfitioned spy' R-6, TESTED lhncotu Oned � �((JJ j Cc ndlioned apace NA R -Value - LA.ac14 th'h Unwanted atic assembly per R806.4 well lsulatiorn at the roof plane R-42 Test report ✓ Conditioned space R -Value = (No test report required) Air Hailer locaiorc Uncondboned attic' or garage Requires test report Location Condifioned space o Test report Unwonted atic assembly per 8806.4 with insulation at the roof plane No duct test required (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwise Method A compliance must be used (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum LFFactor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CR), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions of 600 square feet (56 m or less may have maximum glass to CFA of 50 percent 2. Renovations with new windows under a 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be doublepaned or single paned with a diffuser. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the Interior of wall" requirement (R-6) must be met except if at least 50% of the R-4 insulation value required for the 'exterior of wall° is instaAed exterior of, or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air banter sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, mininamh EF = 0.97 - (0.00132 • volume). (6) For other natural gas storage volumes, mirwrum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/hc For Small-Duct, High-Velocity units, Space Constrained units, and units with capacies less than 30,000 Btulhr see Table 13-607A8.3.2A of the Flonda Building Code, Building or Table N1107AB.3.2A of the Ronda Buiading Code, Residential (8) For all conventional units with capacities greater than 30,000 Btu/hc For Small - Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607A8.32B of the Rorida Building Code, Bulking or Table N1107AB.3.26 of the Florida Building Code, Residential (9) AN ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturers air handier enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R-6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 1113-2 MINUAUM REQUIREMENTS FOR AU. PACKAGES COMPONENTS SECTION ' REQUIREMENTS CHECK Exterior Joins & Cracks NI 106.A8.12 To be caulked, gasiteted, weather-shipped or olter.Ise sealed. Exterior Windows & Doors N1106AB.1.1 Max .3 dmisq.8 window area: .5 dne'sq ft door area Sole & Top Plates N1106AB.121 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed ruing N1106.AB.12 4 Type IC rated with no penetrations (two alternatives mowed). Multistory Houses N1106.AB.125 Air barrier on perimeter of floor cavity between floors. Exhaust Fans N1106A8.73 Exhaust unconditioned fans vented to space shall have dampers. except for combustion devices with integral exhaust ductwork. Water Heaters N111 .3 Comply with requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. Spas & heated pools must have cares (except solar heated). Noncommercial pools must have a pump timer. Gas Swimming Pools & Spas N1112AB2.3.4 spa & pooh heaters must have minimum thermal efficiency of 78%. Heat pump pool heaters she have a n&ermn COP d4.0. Hot Water P N1112A135 Insulation is required for tot wale circulating systems (including heat recovery was). Shower Heads N1112.A62.4 Water now must be restricted to no more than 2.5 gallons per minute at 80 peg. HVAC Duct Construction. All ducts, cg mechanical smechanical plenum equipment and plenum chambers shall be mechanically aly malted, sealed, insulated Insulation & Inusteiaion N1110./ and installed in accordance wlh the criteria of Section N1110.AB. Ducts in attics east be i sklated to a minimum d R-6. HVAC Controls N1107AB2 Separate really ble manual or automatic thennostat for each system. I/ 13-D24 2007 FLORIDA BUILDING CODE— BUILDING # Project ect Summa Job: May06, �{rtghtsol � j Summary Date: May 06, 2010 e r _ , a „ F Ent:re House By: Roni Roberts CEA Builders 107 Teakwood Dr., Kissimmee, FL 34743 Phone: 407 -908 -2168 Fax: 407 - 738-4747 Pro'ect Information For: Michael and Rebecca Terrill 6144 10th Street, Zephyrhills, FL 33542 Notes: Desi • n Information Weather: Tampa, Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 50 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 20 °F Design TD 17 °F Daily range M Relative humidity 50 % Moisture difference 54 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 2375 Btuh Structure 5557 Btuh Ducts 444 cfm Ducts 895 Btuh Central vent (43 cfm) 949 Btuh Central vent (43 cfm) 807 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 3768 Btuh Use manufacturer's data n Rate /swing multiplier 0.97 Infiltration Equipment sensible load 7041 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 451 Btuh Ducts 198 Btuh Heating Cooling Central vent (43 cfm) 1585 Btuh Area (ft 160 160 Equipment latent load 2233 Btuh Volume (ft 1280 1280 Air changes/hour 0.61 0.32 Equipment total load 9274 Btuh Equiv. AVF (cfm) 13 7 Req. total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond Coil Efficiency 8.1 HSPF Efficiency 13 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh la 47 °F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 278 cfm Actual air flow 278 cfm Air flow factor 0.099 cfm/Btuh Air flow factor 0.043 cfm /Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.76 Bo &Itdie values have base manually ovenidden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft Right-Suite Residential 6.0.22 RSR42647 2010- May -07 08:41:56 C: \My Documents\Wrightsoft HVAC\terrill addition CEA Zephyrhills.rrp Calc = MJ8 Orientation = N Page 1 wrightsoft AED Assessment Job: 05-1110 Date: May 06, 2010 F_. Entire House By: Roni Roberts CEA Builders 107 Teakwood Dr., Kissimmee, FL 34743 Phone: 407- 908 -2168 Fax: 407- 738 -4747 Pro'ect Information For: Michael and Rebecca Terrill 6144 10th Street, Zephyrhills, FL 33542 Design Conditions Location: Indoor: Heating Cooling Tampa, Intl AP, FL, US Indoor temperature ( °F) 70 75 Elevation: 10 ft Design TD ( °F) 20 17 Latitude: 28 °N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gdlb) 11.9 54.0 Dry bulb ( °F) 50 92 Infiltration: Daily range (°F) - 17 (M ) Method Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Test for Ades uate Ex.osure Diversit Hourly Glazing Load 5,500 - 5,000- 4,500 t 4,000— g 3,500 - 0 3,000 — co 2,500 - 2,000- 1,500 - 1,000- 500- 0 1 l I 1 I I 1 1 1 I 1 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourly f Average / AED limit Maximum hourly glazing load exceeds average by 28.4 %. House has adequate exposure diversity (AED), based on AED limit of 30 %. AED excursion: 0 Btuh BokVnaHc values have been manually overridden . + Wr.ghtsc - ft Right -Suite Residential 6.0.22 RSR42647 2010 - May -07 08:41:56 ACCA C: \My Documents \Wrightsoft HVAC\terrill addition CEA Zephyrhills.rrp Cale = MJ8 Orientation = N Page 1 vvrlghtsoft Right -J Worksheet Job: 05 -1110 Entire House Date: May 06, 2010 By: Roni Roberts CEA Builders 107 Teakwood Dr., Kissimmee, FL 34743 Phone: 407- 908 -2168 Fax: 407-738-4747 1 Room name Entire House addition 2 Exposed wall 1280.0 ft 1280.0 ft 3 Ceiling height 8.0 ft 8.0 ft heat/cool 4 Room dimensions 16.0 x 10.0 ft 5 Room area 160.0 ft 160.0 ft Ty Construction U -value Or HTM Area (ft) Load Area (ft') Load number (Btuh/ft (Btuh/ft 2 ) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P /S Heat Cool Gross N/P/S Heat Cool 6 W 12C -Osw 0.091 n 1.82 2.27 80 59 107 134 80 59 107 134 �—G 1D -c2ob 0.650 n 13.00 25.10 21 0 273 527 21 0 273 527 12C -Osw 0.091 e 1.82 2.27 128 86 157 196 128 86 157 196 1 D-c2ob 0.650 e 13.00 75.43 42 0 546 3168 42 0 546 3168 11 vh 12C-Osw 0.091 s 1.82 2.27 80 44 80 100 80 44 80 100 10B-m 1.450 s 29.00 25.51 23 15 667 566 23 15 667 566 1 D-c2ob 0.650 s 13.00 27.87 0 0 0 0 0 0 0 0 11 JO 0.600 s 12.00 18.00 13 13 156 234 13 13 156 234 C 16B -30ad 0.032 - 0.64 1.71 160 160 102 274 160 160 102 274 F 22A -tph 1.358 - 27.16 0.00 52 0 0 0 52 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 2088 5199 2088 5199 12 a) Infiltration 286 128 286 128 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances @ 1200 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 Subtotal 0 0 0 0 2375 5557 2375 5557 15 Duct loads 19% 16% 444 895 19% 16% 444 895 Total room load 2819 6451 2819 6451 Air required (cfm) 278 278 278 278 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrsglhxtsoft Right -Suite Residential 6.0.22 RSR42647 2010- May -07 08:41:57 AC C: \My Documents \Wrightsoft HVAC\terrill addition CEA Zephyrhills.rrp Calc = MJ8 Orientation = N Page 1 LSOZ'EBL'46S'hid a s]LON 1VN3N30 If' 1 1 - YZ9L6 "dO 1\11/10011?-10 1\11/10011?-10 � 31 0N 3demom+ 0 _zo /9 zLs i ,_ e rv3ssd NO iave d ° H 00041 — \ Z - I ' - -I -- 'QM 'N3M- �N ri r 3 IHONL6,kVMHOIH 531/7301S om /m 3noado — ol3(' dodo - )331s 3903 — _ G — -- — ?JOldI01+1J - - �- -- - - -- - I o _ a . 5 , 121 - 1001,1d _ I. 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D X tD m L ~ x O x S O X O • ] A N = n T r N O NOMINAL 6'8 DOOR OPENING -- o —' x 4 "— 24 24• 24" _ („2._ Z J _ q l N a O Z -"a.— �. D W 3 ,NO MINAL 68 UOOR, OPENING I I e •'ri ' w g gq O 5 EOUAL SPACES ■N p, O Up x _ t - - - -1 s Z l� �Am II A z b F I e 5 5' --3-J �.,a n A n�; fc 2 ➢ 1 x,Z -AU W m, ti - �.. Z r 0 • �'O n II 7 m • r- `' I I I - I , z '1 I N . 25' MAX . — • U SHIP SPACE — C Z AO f l I `,` 1 1.: 1.5" N x C -SI A O d 1 ! T ...� .6 { 7''�' I it I __ F I 1 MIN. 7,,,......, I A_ 1 �'—� 1 L FM _ • 1 1 I t I _� O S L ��. x ti ..K; ,._. ' ► " x ' ti _ a = o x J x 11 o (A b ] ?< � I z �- 1. 75• — t Z m m m fH - y . .. W n \ L • yy O O > m L X -- 6.0' - 2 m ANCHOR CROSS SECTIONS JELD -WEN, INC. DYNE 28. 2002 I - ' I.y�don F. Schmidt ° ° A y a § MASONRY 6 31725 HIGHWAY 97 NORTH Florido P No. 43409 1, o z N " !N —SWING WOOD FRAME CHILOQUIN, OR. 97624 19506 French Luce Drive PH. 541.783.2057 Lutz, EL 33558 11 • R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL 5974.2 Date: December 22, 2005 Product Category: Windows Product sub - category: Single Hung Product Name: Series 2700 — Model 2710 Extruded. Vinyl Single Hung Mulled Windows (Utilizing 2723 or 2724 Mullions) Manufacturer: Silverline Building Products Corporation One Silverline Drive North Brunswick, NJ 08902 Phone - 732.435.1000 Facsimile — 732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Silverline Building Products Corporation based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. R.W. Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2004 Edition) and where pressure requirements, as determined by Chapter 16 of The Florida Building Code, do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 60.0,PSEI. Negative 60< :0 P SF (See Limitations for size restrictions) See'Drawing■No.: FL -705 prepared by R W Building Consultants, Inc and signed and sealed by Wendell W. Haney; P.E. (FL # 54158) for specific use parameters. Wendell W!Hane�i FL No. 54158 December 22, 2005 FL 5974.2.doc -PF873 Sheet 1 of 3 Limitations 1. The Series 2700, Model 2710 Single Hung Extruded Vinyl Mulled Windows have been evaluated and meet the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone ". 2. When used in areas requiring wind -borne debris protection this product is required to be protected with an impact resistant covering that complies with section 1609.1.4 of the Florida Building Code. 3. Size Limitations and Design Pressure Ratings for the various size units are as follows: Design Pressure Ratings Mulled Units (PSF) Utilizing 2723 Mullion Overall Overall Single Frame Width Frame Height 52.0" 48.0" 44.0" 40.0" 36.0" 73.0" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 72.0" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 68.0" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 64.0" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 62.0" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Design Pressure Ratings Mulled Units (PSF) Utilizing 2724 Mullion Overall Overall Single Frame Width Frame Height 52.0" 48.0" 44.0" 40.0" 36.0" 73.0" +53.0 -53.0 +57.0 -57.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 72.0" +56.0 -56.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 68.0" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 64.0" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 62.0" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Wendell W,/Hand�- FL No. 54158 December 22, 2005 FL 5974.2.doc -PF873 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL -705, titled Silverline Series 2700, Model 2710 Extruded Vinyl Single Hung Mulled Windows prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Test 1. Testing per Metro -Dade County Protocol TAS 202 -94 as performed by Architectural Testing, Inc. and reported in test report number 01- 41081.01, dated May 22, 2002, signed and sealed by Allen N. Reeves, P.E. 2. Testing per AAMA 101/I.S.2 -97 as performed by Architectural Testing, Inc. and reported in test report number 01- 40430.01, dated November 29, 2001, signed by David A. Kranz, Director — Product/Physical Testing. 3. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by Issuance of Miami -Dade Notice of Acceptance 02- 0523.01, expiring August 15, 2007. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report # 01- 41081.01 and 01- 40430.01. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney, P.E. 3. Mullion anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney, P.E. 4. Mullion calculations following accepted engineering practice in accordance with the Florida Building Code prepared, signed and sealed by Wendell W. Haney, P.E. and substantiated by specimens tested to TAS 202 -94 at Testing Evaluation Laboratories, Inc. and reported in test report #TEL05- 1028 -3. 5. Glass Load Resistance Report ASTM E1300 -02 prepared by Wendell W. Haney, P.E. D Other Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Silverline Building Products is manufacturing products within a quality assurance program. e endell W. .n y, P . FL No. 54158 December 21, 2005 FL 5974.2.doc -PF873 Sheet 3 of 3 S I��II 111.00" MAX. OVERALL WIDTH _ CLCJLINE FLANGE TO FLANGE Y^ BUILDING PRODUCTS CORP. 54.00" MAX. OVERALL i ° I` FRAME WIDTH �1 N 1 SILVERLINE DRIVE NORTH BRUNSWICK, NJ08902 PH. 732.435.1000 1 c \ i i 0 SERIES 2700, MODEL 2710 :.-E 2 _ o 0 U \, i EXTRUDED VINYL =" % , m - SINGLE HUNG WINDOW c; � j a MULLED UNITS 5 s °a, '1 _ _L3 ( 2723 & 2724 MULLIONS) ° X X 4 w� w�� � .,,= o U GERERA4 1 _NPIES ___ _...__ —_ .— — _-_ ' v. I. THIS PRODUCT HAS BEEN EVALUATED AND I5 IN COMPLIANCE WITH °w THE FLORIDA BUILDING CODE EXCLUDING THE 'NIGH VELOCITY a HURRICANE ZONE ". n n DESIGN PRESSURE RATING MULLED UNH5 (PSF) USING THE 2/23 MULLION 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON OVERALL FRAME OVERALL SINGLE FRAME WIDTH __ to DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND HEIGHT WALL DRESSING OR STUCCO. 48" 44" 40" 36.7 3. WHEN USED IN AREAS REOUIRING WIND -BORNE DEBRIS PROTECTION 73" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT 72" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 RESISTANT COVERING THAT COMPLIES WITH 1609.1.4 OF THE FLORIDA 6 + 60 -60 +60 -60 +60 o BUILDING CODE - +0 -60 +60 -60 +60 -60 o 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS I 64" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 > SHALL BE THE SAME AS TIIAT SHOWN FOR 2X BUCK MASONRY ¢ CONSTRUCTION. _ 67" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 5. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING ANALYSIS. DESIGN PRESSURE RATING MULLED UN115 (PSF) USING THE 2724 MU116ON OVERALL FRAME OVERALL SINGLE FRAME WIDTH HEIGHT TABLE OF CONTENTS ``2" 48" 44 �1!I�p a 36" o SHEET i DESCRIPTION - -'- 73" +53 -53 +57 -57 +60 -60 4'60 -60 +60 -60 0 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 72" +56 -56 +60 -60 +60 -60 +60 -60 +60 -60 m 12/09/05 2 HORIZONTAL & VERTICAL CROSS SECTIONS f 68" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 D N. T.S. _ 3 MULLION DETAILS & ANCHORING 4 BUCK & FRAME ANCHORING 64" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 6.. By: AEM_ _ 5 BILL OF MATERIALS, COMPONENTS & GLAZING DETAILS CHW a, WWI-I 62" +60 -60 460 -60 +60 -60 +60 -60 +60 -60 DRAWING . - � N F1 -705 sOOEI I or 5 • 2" MIN. 2" MIN. 2 -1/2" MIN. 2 -1/2" MIN. ` --•--•— FROM EDGE FROM EDGE - - - - -- - FROM EDGE FROM EDGE -•--- 4 4 N (TYP.) (TYP.) (TYP.) I (TYP.) _ -� n� r ® / / © 0,,,..i--„ : • • m _ _ m I�i I z -- o p © 4 'l, €� �Z 28 1111 — e m gm m__ ® m 8 -0.0 e : �0:1 j O EXTERIOR O l9 I NTERIOR t X / X 8 8 0 ® II 0 °v ® / , SEE NOT hi o 2 SHT. 2 E wzN "A' SEE 801E a °o Y "4", 0 I A S HT. 2 a O3 VERIICAL CROSS SECTION © i b SEE NOTE 2 SIE 8 1 4 H BUCK w �+ Z� 3 SHT. 2 - _ SEE NOTE 4 SHT. 2 -�y a �� f 2 `� i 41-111 O ® NOTES: EXTERIOR INTERIOR 0 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH 1/4" MAX. END OF THE ACTIVE MEETING RAIL, FASTEN WITH a'1 5 SHIM SPACE (2) p8 x 3/4" SELF TAPPING SCREWS ��� 0 (TYP.) a 111 2. LOCAIE SASH KEEPER 6.5" FROM EACH END OF 0 zi THE MEETING RAIL, FASTEN WITH (2) H6 x 3/4" o N SCREWS. a INTERIOR ' o 0 t �.0� 0 ® • �- Fl. 3. THE FRAME IS CONSTRUCTED OF EXTRUDED PVC g MEMBERS WITH MITERED AND WELDED CORNERS. ■ f' I ® l' N ® m THE FIXED MEETING RAIL IS CONSTRUCTED FROM ¢ a' 1 e __ AN EXTRUDED ALUMINUM MEMBER WITH A PVC ® r--I� -0 1 ® n *. CAP THE FIXED MEETING RAIL WAS SUITED, I r n ,.�lii �!...,..... ,. SEALED AND FASTENED AT EACH ENO WITH TWO ®_ A #10 x 3" SCREWS. THE FIXED MEETING RAIL ENDS • UTILIZE A MOLDED PLASTIC SCREW SUPPORT. Illir 1111- ___ 0 1, I Uf � ,.. • . m E_ 4. PER FBC SECTION 1714.5.4.2. FOR SUB -BUCKS o ° ,- " Z LESSTHANI -I /2" THICK, THE WINDOW SHALL 0:5- _ 8 cm BE ANCHORED THROUGH THE MAIN FRAME ° • 6 DIRECTLY INTO THE MASONRY. TAPCONS ARE 041[ 12/19/05 EXTeRIOf7 O ® ZB ® t SUBSTITUTED FOR THE ANCHORS. 1/4" TAPCONS Wit. N.T. S. • REQUIRE A MINIMUM 2 -1/2" CLEARANCE TO - MASONRY EDGES AND A MINIMUM 3" CLEARANCE owc. x+. AEM i I 1 -I 4" MIN. TO ADJACENT TAPCONS. WWH ' ' 1 VERTICAL'' CRA" S! SECTION f �2 tM +HQRIZONTA, CROSS" SECTION , I (:.. _ ___— / * t 800K 7; 11 2T''. .. _ EMS (TYP DRAWING [1 -705 vre 2 or 5 ® 7.675" ® O O 2.25" ® / ® 0 L - 225 - �z.zs 9 frip-ii!,... � ' ! o ° ° 0 '0 L . . ' �_ 0 oN • o a ) N - ono ono gm � m A HORIZONTAL CRO55 ®CTION 0 i`+ �' ry V ' ,� m y 3 WITH 2724 MULLION �� V k : u ® ® MIDI LION ANCHOR BRACKET 50-7772 5 2 BUNTING BRACKET TO MIS Z ION MAT'S: 606 3-T6 7 O *0 ® I\ ( ) ) FOR CONCRETE SCREW ANCHORING - O ASSEMBLY DETAIL (2724) - o w o , ° �. (W000 SCREW ANCHORING SHOWN) n3 1 5.5 =, � I . / 1 — ° 3z _ + LL-- - 1.739" 3 z m ij o ° ° o ooWO W oa 1. Till U , _� 0 32 + I 0 0 0 I 4 HORIZONTAL. CROSS SECTION N - - 33 WITH 2723 MULLION MOUNTING RACKET TC MI11l ION ASSEMBLY DETAIL (2723) (W000 SCREW ANCHORING SHOWN) 6 51 1105 ANCHOR BRACKET 7775 MATS: 606 } -T6 FO R 5 10 WOOD SCREW ANCHORING , Li _L. 0 I i i i — i - w o IIIIL , 5 4 z 2X MATERIAL DATE 12/19/0 SPRUC - PINE - FIR 1 • � � � SG =0.42 OR BETTER sc E N.TS. --_ AE er, (4) 53/16" x 2-1/4' (4) 53/16 X 1 -3/4 c r: WWH ANCHIJR THROUGH i - 1 X Rl` 9O TARN$ (MIN EDGE ASCHOR TO 6 ONRY TAPCONS (MIN. EDGE ANCHOR TO 2X STUD OR 7X H\ (6) 510 x 1 -1/2" oan xo: $I, i2 /l6J"'1($ 2 /41F i DI 15 2') USING 3/16 X 1-3/4 DISTANCE IS 2 ") USING II10 X 1-1/2 WOOD SCREWS FL -705 K � 1 TAPCON$M14 d. 1' t' °Y TnPCONS / WOOD SCREWS s AO . I. 011I, 904 —u r s o17 du., l a n / ' of it ` ` ,,' HMM .e b ONd:;S3J0iZaNOSVW Ol NVaV3'1O Z Wp WINIW, 83 pS„l6dVVU / s`;. ' 1 113V .e 0., 'STN its 5310N SO /61 /Z 1 '3iwi 0 0 n 1 ,':',sir i3 `SNI1:IpHONV 3WVbj;r� ON12IOF�ONVNOl %;� 5 o m o ,, 8 `\� „ 'T - f r---' A8NOSVW 1 - - I 1 I i • • K N7f18 xZ ....- - - AllaV13 O1 f 310N 0 GI 603 1f10 1f10J � 33S NOf�� 0 °v v_rA 97. _ _ 3WVa3 V HSVS 1 nn �^�+� -__=. - 1 ! IIVa n� i -`.3 xv - - - 1 1 ! 1 11 `JN1133W _ ---- o� m ,,° .dAL 3WVa3 _ - _ _ �. . ':� gg zi o MOONIM \ u ' t51j54,, m O� 'dAl - 1 3109 GaNOSVWdL E 'dAl _ , 33S 'du ° C)\ • Y ,8 -1_14_ I-- .8 \ c - c w Y °'. .4- ..Y 4 r N0I11fl0 o; :m H ▪ am ■ U • • • f-- 2650" rl Item DESCRIPTION Material I - 0 I EXTRUDED PVC MAIN FRAME 12751 PVC l 1.113 I 0 q 2 EX PVC SILL 12753 PVC "� 1 ` „ 3 EXTRUDED PVC MEETING RAIL CAP /2706 PVC C _ J� o `v 9 — - 0 ^ 4 5 4 EXTRUDED ALUMINUM MEETING RAIL 2707 ALUM. 2 — - 5 EXTRUDED PVC GLAZING BEAD 3517 INTERLOCK PVC w �� 3 9N : a .? 6 EXTRUDED PVC GLAZING BEAD 12317 PVC _ M 7 EXTRUDED PVC TOP RAIL /2710 PVC - o 8 XT�RUDED_ PVC 8066 RAI /2909 PVC 0 9 EXTRUDED PVC 07)16 12908 PVC L -- 10 OPERABLE SASH LOCK - _II SASH KEEPER STEEL - 0 12 0.820" x 0.4.30" LOCK 4 RE/NF. STEEL O EXTRUDED PVC MAIN FRAME EXTRUDED ALUMINUM MEETING RAIL - 02 13 WINDOW SCREEN - .070" WAL TH ` .075" WALL THICKNESS m ` 2 14 2X W000 BUCK W000 c 3 _ _I5 I /4" MAX. SIIIM SPACE __ _ �_C 0 _ c 2 16 SASH CARRI CU STOM CRAFT PLASTIC LID PLASTIC 17 NOT USED _ _ -- 1.910" 18 NOT USED - 49-, 3/8 " (CUSTOM CRAFT PLASTIC 1326) r ( PLASTIC ` ')720 U4SONRW 'CONCRETE °o o .905" I 2 Z' "21' WEATHERSTRIP .187 x . 230 (ULTRAFA0 12023W .) - - m _ 1 o ° A 22 0/8" INSULATED GLASS GLASS I1 " ''m °a I/8" ANNEALED / AIR / 1 /8" ANNEALED - i cp 23 _GLAZING COMP ( DOW /1199) SILICONE Z ' > '^ 24 IX WOOD BUCK _ W000 _ _1� f j =o W 9z /kfill 25 18 x 1 2 PHILLIPS PANHEAD SCREW STEEL 2 `0 J I6" X 2 -3 4` TAPCON STEEL �— 2.650" 27 I /4" % 2 -3/4" TAPCON STEEL o z _ $ a v`1 28 SEALANT EXTRUDED PVC SILL 2g 10 x 1 -1 2° P P H SM_S S I LICONE_ /� EXTRUDED vC BOTTOAIL / / STEEL .070 WALL THICKNESS ` .OIO" WALL P �HICKNESS M R r r g o � � x a 30 18 % 3/4" FIAT HEAD SELF TAPPING SCREW STEEL_ o n m 31 EXTRUDED ALUM. BEAM MU1LIONi2724 6063 -T6 ALUM_ 125" ALUM 32 32 BEAM MULLION MOUNTING BRACKET SILVER 12722 6063 -T6 ALUM. .125" -- 33 EXTRUDED ALUM. BEAM MULLION X723 6067 -T6 ALUM. .125" ALUM. .. • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE 70 BE 0 - H — PRODUCED BY EXTRUDERS LICENSEES IN 'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC , EXTRUSIONS ". L � — V so ° --{ 1.348" F-- 5 - '1 .82 f 41111--;: 9 -- + rc ? EXTRUDED PVC STILE 0 .070" WALL THICKNESS — w O �< 1/8" ANNEALED .015" l . n U GLASS GAP MAX. _-.1_-_ n [J - 12 LOCK RAIL REINFORCEMENT 1.159' �' j o o AIR SPACE .06" GALVANIZED STEEL TUBE � o e' I r: 12/ 19/05 23 METAL �ill s e+: A r: 9.7.5. SPACER 1 /8 " .45" GLASS _ GLASS WWH 8116 O EXTRUDED PVC 10P RAIL DIO Nc No GLAZING DETAIL .070" WALL THICKNESS FL W/ I/O" ANNEALED GLASS _70_ sHCET 5 or 5 APPENDIX 13 -D • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -04R Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems Compliance with Method C of Sub - Chapter 6 of the Florida Energy Etliclency Code may be demonstrated 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 6006 -04 or 600A -04. PROJECT NAME: 'rH pr LL. ( BUILDER: AND ADDRESS: PERMITTING CLIMATE OFFICE: ZONE: 7 I 1 8 I I 9 'I OWNER: y f' ( _ ( y2.ty.,f PERMIT NO.: I JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements in Tables 6C -1, 6C -2, and 6C -3 apply only to the components of the addiction, not to the existng building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to salve the addtlon or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. REN0INTIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system Is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. TV 1 T'► (1r3 • 2. Single- family detached or Multiple - family attached 2. i y G E. ( `� � It i 3. If Multiple - family -No. of units covered by this submission 3 ' 4. f`�4r e 4. Conditioned floor area (sq. ft.) 5 5. Predominant eave overhang (ft.) 6. Glass type and area: Single Pane Double Pane a. Clear glass sq. 7 b. Tint, film or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area 7. 8. Floor type and insulation: a. Slab -on -grade (R- value) 8a R = lin. ft. b. Wood, raised (R- value) 8b. R = sq. ft. c. Wood, common (R- value) 8c. R = sq. ft. d. Concrete, raised (R- value) 8d. R = sq. ft. e. Concrete, common (R- value) 8e, R = sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 9a -1 R = -7 sq, ft. 2. Wood frame (Insulation R- value) 9a -2 R _ sq. ft. - b. Adjacent: 1. Masonry (Insulation R- value) 9b -1 R = sq. ft. 2. Wood frame (Insulation R- value) 9b-2 R = sq. ft. c. Marriage Walls of Multiple Units* (Yes /No) 9c. 10. Ceiling type and insulation: • a. Under attic (Insulation R- value) 10a. R = ,30 44y(0 sq. ft. b. Single assembly (Insulation R- value) 10b. R = sq. ft. 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: 12. Heating system* SEER/EER: (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, 12. Type: existing, none) HSPF /CUP /AFUE: 13. Air distribution system* a. Backflow damper or single package systems* (Yes /No) 13a. b. Ducts on marriage walls adequately sealed* (Yes /No) 13b. 14. Hot water system: 14. Type: (Types: elec., natural gas, other, existing, none) EF: * Pertains to manufactured homes with site - installed components. JOB SITE I hereby certify that the plans and specifications covered by the calculation are in compliance with Review of plans and specifications covered by this calculation indicates compliance with the Florida the Florida Energy Code. Energy Code. Before construction is completed, this building will be inspected tor compliance in PREPARED BY: ( n �-' a f� ` � :' ¢� r . ; / > >,,pp accordance with Section 553.908, F.S. � ( Y I DATE: c!�e�..;t BUILDING OFFICIAL: I hereby certify that this budding compliance. the Florida Energy Code: `, OWNER AGENT: f /J f DATE: 3/ ,,. DATE: FLORIDA BUILDING CODE - BUILDING 13 -D.37R APPENDIX 13 -D ' Climate Zones 7,8,9 TABLE 6C -1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Lass), RENOVATIONS TO EXISTNG BUIDLINGS AND SITE- INSTALLED COMPONENTS OF MANUFACTURED HOMES COMPONENT MINIMUM INSULATION EQUIPMENT MINIMUM INSTALLED INSULATION INSTALLED EFFICIENCY EFFICIENCY Concrete Block R -5 _ 1-� O f Frame, 2' x 4' R -11 z Central NC - Split SEER = 13.0' SEER = �,J„ C Frame, 2' x 6' R -19 p - Single Pkg. - SEER = 13.0* SEER = 3 Common, Frame R -11 O Room unit or PTAC EER = 8.5' EER = Common, Masonry R -3 - _ - Under Attic R -30 Electric Resistance ANY rn u -- C7 Heat pump - Split HSPF = 7.7 HSPF = c7 Single Assembly; Enclosed z -Sin le Pk HSPF = 7.T HSPF = z Frame R -19 t= 9 9 Room unit or PTHP COP = 2.7* HSPF /COP = -' Metal Pans R_73 o Single Assembly; Open R -10 W Common, Frame R -11 0 Gas; natural or propane AFUE _ .78 AFUE _ Fuel Oil AFUE _ 78 AFUE _ co Q Slab -on -grade No Minimum 1, O Raised Wood R-11 - O Raised Concrete R -5 LL Common, Frame R -11 _ _ __ w Electric Resistance EF = .92 EF = OQ.: Gas; natural or LP EF =.59 EF= x 0 In unconditioned space R -6 _ 3 Fuel Oil EF = .54 EF = =o In conditioned space No minimum f __ TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY 'See Table 13- 607.1.ABC.3.2 and 13- 608.1.ABC.3.2 Maximum percentage glass to floor area allowed Is selected by type, overhang length, and solar heat gain coefficient. Maximum % = Installed %_ GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UPTO20% UPTO30% UPTO40% UPTO50% Single Double Single Double Single Double Single Double OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC 1.' - .87 0' - .78 2' - .87 1' - .78 3' - .87 2' - .78 4' - .87 3' - .78 0' -.75 1'- .75 0' - .61 2' - .75 1'- .61 3' - .75 2'- .61 0' - .57 1'- .57 0' - .44 2'- .57 1'- .44 0' -.39 I 1' -.39 0' -.35 I 0' - .30 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, and single tint SHGC = .64 TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max, 0.3 cfm /sq.ft. window area; .5 cim/sq.ft. door area. 7 . -. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). ' Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. s' Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. - Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). g , Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. - s' HVAC Duct Construction, 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and , -', & Insulation Installation installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. ,, HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. ,O GENERAL DIRECTIONS: 1. On Table 6C -1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment installed. All R- values and efficiencies Installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of 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 tite area of all nonverticat roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the pecent. Find the largest glass pementage under which your calculated percentage falls on Table 6C -2. Prescriptives are given by the type of glass (single or double pane) and the overhang (011) paired with a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously In the exterior walls of the house and being reinstalled to the addition do not have to comply with the overhang and solar heat gain coefficient requirements on Table 6C -2. All new glass in the addition must meet the requirement for 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 meet the following requirements. Any glass type and solar heat gain coefficient may be used tor glass areas which are under at least a 2 -foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane clear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system Is installed for system installed. 5. Complete the information requested on the top half of page 1. 6 Read 'Minimum Requirements for Small Additions and Renovations, Table 6C -3, and check all applicable items. 7. Read, sign and date the'Owner /Agenr certification statement on page 1. 13 -D.38R FLORIDA BUILDING CODE - BUILDING MAI / /LUO/JUn IU•Li AM c.crni 11d11 .) DU11.1)1IM7 CAA st DU, U1J IOU'UUL1 1. UUL 3 7e0 00.aB • vI ►y ..a s-°? " S u llen w =6r 1 p �Pg.i ' . • Ws (Waived' • • y ' b' - / • Po -_ _�ti►aa+ 1 .. .. , !!p Y.wO Nisner. Nro. r s .. • owlMr Pbon inis1i . M OMlref MOW NIliA'r 1 Award AElarbt• 41 - otva ienpl. TMINIaligr . . • • Fe. 91(n$• Tltl.11old.l' AddMe.e .. too • T euaOevlswn ' ; J 1 := 1 oerrol (� HEW OONeTR ( Af)RfA1 T. Q • YyORe(prWPOef30 U. . • neP�+a BM • ® • 0 01,11 A Q • °11.118 PROI!09eD,U Q 9�-� ,� .. , p a E.. D . • Q[NER • we OF•coNBrnucrwn • 1.7 • eLacx • . - a ,� vim a ,. 1. sq pOOTJeO lIPJO.IT i BUII.OIND'• r • 1 '. ) ; I ' 0 , © - - I • weilim•ibFTOME044mfof .- - W f+a rwnawo /' r .. 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A!a _ • • alv wo>litl.t over ooul r If a prima rwd.ay..JI.d! wd,N . • 05--10 -2010 08:55 AIRBOURNE AC 8139073579 - • -- . _. . - .. —._ PAr 2 T39dd 6LS2L062T8 Od 3N2ll0821Iti 27:60 0T02 -0T -S0 Pasco County Parcel: 02- 26 -21- 0080 - 00200 -0250 001 Page 1 of 1 Data Current as Of: I I Weekly Archive - Saturday, April 24, 2010 . Parcel ID 1 02- 26 -21- 0080 -00200 -0250 (Card: 001 of 001) I I Classification 01 - Single Family I Mailing Address Final 2009 Value TERRILL MICHAEL S & REBECCA D Ag Land $0 6144 10TH ST Land $21,168 ZEPHYRHILLS FL 33542 -3524 Building $70,740 Physical Address Extra Features $1,466 6144 10TH ST ZEPHYRHILLS FL 33542 -3523 Market Value $93,374 Assessed (Save Our Homes) $93,374 Legal Description (First 4 Lines) Homestead 196.031 - $25,000 See Plat for this Subdivision Non - School Additional Homestead Exemption - $25,000 TYSON SUB PB 4 PG 109 LOT 25 BLK 2 Non- School Taxable Value $42,874 OR 6458 PG 739 School District Taxable Value $67,874 (N) Warning: A significant taxable value increase may occur when sold. Click here for details and info. regarding the posting of exemptions. I Land Detail (Card: 001 of 001) I Line I Use IlDescriptionll Zoning II Units II Type II Price II Condition II Value I 1 I 0100 II SFR II 00R3 II 9,450.00 II SF II $2.24 II 1.00 0 $21,168 I Additional Land Information I Acres II 0.22 II Tax Area D 30ZH II FEMA Code II X IlResidential Codel[ TYSBLP1 I Building Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 1973 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Carpet Flooring 2 None Fuel Electric Heat Forced Air - Ducted A/C Central Baths 1.5 I Line II Description Sq. Feet lI Repl. Cost New I 1 Q BAS 1,414 II $78,873 2 II FOP 110 II $1,562 $4,909 I 4 Q FOA 63 $92 5 II FEP 144 11 $5,634 l Extra Features (Card: 001 of 001) I Line II Description II Year I Units II Value I 1 II DWSWC II 1973 I 540 II $351 I 2 II UDU -M 11 1980 I 1 $226 3 II DCFENCE II 2003 lI 1,020 Q $889 l Sales History I Previous Owner II MICHAEL S & REBECCA D REVOC Year II Month II Book /Page 1 Type II Amount 2010 0 03 8298 / 1951 II WD II $ I 2005 lI 07 II 6458 / 0739 II WD JI $0 I 2004 II 05 II 5846 / 0751 I WD I $0 http: / /www. appraiser. pascogov. com / search /parcel.aspx ?sec= 02 &twn= 26 &rng=21 &sbb =0... 4/30/2010 (CM, EA BUILDERS PROFESSIONAL SERVICES ESTIMATE AND CONTRACT DATE: 4/06/2010 CLIENT: MICHAEL AND REBECCA TERRILL IS CLIENT FEE OWNER OF PROPERTY? YES X NO ADDRESS: 6144 10 ST DOES CLIENT HAVE OWNER'S AUTHORI- ZATION FOR THESE SERVICES? ZEPHYRHILL FL YES X NO 1. Description of Project: Demolition of existing structure. Build a 160sf addition to existing property 4 Windows, 1 exterior door. Exterior finish to match existing (stucco). Remove sliding double door. Shingles to match existing. Interior finish, drywall orange peel texture and white paint. Aluminum soffit and fascia. Electrical: 7 outlets, 1 floodlight and a ceiling fan provide by owner A/C: Install a new vent from the existing unit NOTE: Contrctor is not responsible for any installation of tile and baseboards. 2. Description and type of Professional Services to be provided by CEA BUILDERS CORP To be adjust, after Architect print received. 3. The compensation to be paid CEA BUILDERS CORP For providing the Professional Services shall be: X A lump sum charge of $ 15.600.00 E A BUILDERS 4. General Conditions a. PAYMENT INVOICES: The • : ent ter for this project are as follow: 20% • Sing up 40% . 'er ' : •n hand 30% @ Rough INS 10% @ Final b. FEE SCHEDULE: If this contract is not executed by CEA BUILDERS CORP And the CLIENT within 30 days of the date noted on page one, the fees quoted in this contract are subject to renegotiating. The time frame of the aforementioned and contracted work will be ( ) weeks starting one day after the issue of necessary city or county permits. This time frame can be extended by a commun agreement of parties. A late fee of $150,.00 weekly, will be charge to CEA BUILDERS CORP. if the work suffer a delay over the frame time of ( ) weeks for reasons which are of the solely constractors responsibility. c. REIMBURSABLE EXPENSES: Expenses incurred for travel, mileage, toll, telephone calls, printing, reproduction, delivery, postage and express mailing costs and all other identifiable direct expenses per the attached direct reimbursable guideline sheet will be include on the construction cost. d. TERMINATION: The obligation to provide further services under this AGREEMENT may be terminated by either party upon seven (7) days written notice, in the event of substantial failure by the other party to perform in accordance with the terms hereof through no fault of the terminating party. In the event this AGREEMENT is terminated prior to completion, CEA BUILDERS CORP shall be entitled to payment for services performed as of the date of termination, plus reimbursable expenses. e. CLIENT FURNISHED INFORMATION: CLIENT'S Responsibilities: The CLIENT shall furnish information surveys describing physical characteristics, legal limitations, utility locations and a written legal description of the site and services for engineering, structural and mechanical, inspections and reports required by the law to CEA BUILDERS CORP before signing this agreement. f. OWNERSHIP OF DOCUMENTS: All original sketches, tracings, drawings, computations, details, design calculations, and other documents and plans prepared pursuant to this AGREEMENT are and remain the property of CEA BUILDERS CORP as instruments of service. Their use on other projects or this project must be approved in writing by CEA BUILDERS CORP Reproducible copies of all documents shall be made available to the CLIENT as requested by the CLIENT. g. ADDITIONAL SERVICES: Any changes to the attached Scope of Services initiated by the CLIENT shall be considered additional services. These services will be paid for in addition to the compensation for basic service and will either be billed at an hourly rate or negotiated as a lump sum CEA BUILDERS CORP Q BUILDERS this contract may affect the Scope of Services contained herein. In such an event, CEA BUILDERS CORP is not bound to the fees contained herein. Both parties shall have full rights to renegotiating to reflect the effect of new regulations on the relevant components of this contract. • Except as expressly provided herein, neither CEA BUILDERS CORP nor the CLIENT shall be liable to the other for any economic damages caused by termination of or failure to perform under this contract, whether such economic damages are based upon delay in completion of the project, failure to obtain permits, loss of anticipated sales of property, prospective profits, expenditures, contracts, investment, leases, property purchases, property improvements or other commitments made in 'f d by CEA BUILDERS hereunder, i anticipation of the services to be pc� Ori i ie y v n BUILDERS CORP v� � i icreunuci � or in � reliance upon this contract or any other compensation or economic damages of any nature except for services � + +,...11 d k.. CEA BUILDERS DERS ('ORP d actually performed and costs and commitments actually incurred by LLn uv�� t-I vvi� under this contract prior to the effective date of termination. • Risk Allocation: The CLIENT agrees to limit CEA BUILDERS CORP professional liability to the CLIENT and all construction contractors actors and subcontractors an the project, due to the performance or nonperformance of this contract, such that the total aggregate liability of CEA BUILDERS CORP to all those named shall not exceed $50,000 or the total fees received in this AGREEMENT, whichever is greater. • Claims, disputes or other matters in question between the parties to this AGREEMENT arising out of or relating to AGREEMENT or breach thereof shall be resolved through mediation. • Unless otherwise provided in this AGREEMENT, CEA BUILDERS CORP shall have no responsibility for the discovery, prior presence, handling, removal or disposal of or exposure of persons to hazardous materials in any form at the Project site, including but not limited to asbestos, asbestos products, polychlorinated biphenyl (PCB) or other toxic substances. • Additionally CEA BUILDERS CORP will not be responsible for delays due to the natural disasters such as wind storms, hurricanes, floods, and all additional expenses or cost generate by this circumstances will be charge separate. PRE NAME AC— .L9 1' Z SIGNATURE CUSTOMER NAME / �i�'� L( SIGNATURE "�'��Y ) r � od2 n CA OAS A r∎ )-11 NOTICE mati OoF n COMMENCEMENT 2010060735 Permit No. (, 7 _ ( D Rcpt :1302707 Rec : 10.00 Z 8 d O O ZoO Z 5Q DS: 0.00 IT: 0.00 Tax Folio No. 04/30/10 K. Garcia, Dpty Clerk THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. l,Description of property (legal description): Lot 25, block 2, TYSON Subdivision PB 04, Page 109, Pasco Co. , FL a) Street (job) Address: 6144 10th St., Zephyrhills, FL 33542 2.General description of improvements: 16 0 ! addition 3.Owner Information A a a) Name and address: Michael and Rebecca Terrill, 6144 10th St., Zephvrhills, FL 33542 p r= b) Name and address of fee simple titleholder (if other than owner) n cs• c) Interest in property Owners W `" • MX m 1111111 11111 1111111111 11111 11111 11111 111111101 11111 MIMI f 4.Contractor a) Name Infor address: CEA Builders, 107 Teakwood Dr., Kiss FL 34743 OQ b)TelephoneNo.: '107 908-2168 Fax No. (Opt.) 407 - 738 -4747 w" - 5.Surety Information a) Name and address: N3 0 b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) o ~ A 6.Lender '� a) Name and address: ' Phone No. 0) v 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: N o a) Name and address: b) Telephone No.: Fax No. (Opt.) 23 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): 04 / 15 / 2011 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF 7 HE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CO i t NCEMENT. STATE OF FLORIDA COUNTY OF-PE [a!S f /� Z- ('C) 10.... / / /A S _, o • er or Owner's Au zed Officer/Director/Partner/Manager Re•- -ca D. Terrill Print Name The foregoing instrument was acknowledged before me this J 5 day of 0 OE; t , 20 t o , by ee 6ve-r L 4 1 k ∎ 1 ( as 010 Y- R. (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). Personally Known OR Produced Identification ✓ Notary Signature 1 ,,,, _ • 4 _ , G sw l A. " 1VE8e Type of Identification Produced /—j- ,, 1� 1---c.,... .. Name (print) .$;,-1.7'.;*,... OR 1 n . Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I ' -%.<.1.:'-'t I h Comm. 2z' 20 an that the facts stated in it are true to the best of my knowledge and belief. 04 OM , h A �►� FORMS/NOC,rvsd2010 Signature of Natural Person Signing (in line # 10.) Above STATE OF FLORICA, COUN c3 PASCO THIS IS TO CERTIFY THA`J`FHE FOREGOING ISA TRUE AND CORRECT C t OF THE; DOQUMENT ON FILE OR OF PUBLIC CORQ.J THr ICE WITNESS AN MY HAND ANN SEALTHI �d DAY OF C ,i P PAULA S 0'N L, CLERK & COMPT I BY ! . DEPUTY CLERK • • BK R CORN LOT 26 a BLOCK 2 FOUND 1/2" rj IRON PIPE cNi FOUND 1/2" 1.2' S. /0.6' W. IRON PIPE N 88'50'15" E 140.00' i . 5'- \ I � ' 0.6 iL N ) N N caj S aN 1 W 26.9' ...--..../"-N 4't C,_ Q_ IL LJ i ILI Er - . • .. "1 BUILDING _ L OT 25 W ` W co I— i-- ° o #6144 BLOCK 2 N o — _c w' In 0 ` O �m pZ �` 19.6': __ � _ , o • • . T CONCRETE'. . _ Z • : • Z • _ DRIVE w M x•••• RICK 1 I . r • _. 33.0' % I SHED ON CONCRETE ;.: . 19.8' ` I • - COV . I SHED ON \\ 7t . :N • -.�. ..R.� IN Vr WOOD , � Q _ I 25.0' N -. 0 P.P. 0.4 / _. �-� 3.0' - .. \ ALL WOIAC 5Dti81�'IIE:t' \tt o. � FOUND 1 /2" PREVAILING CODES FLORIDA E u G (ODE, NATIONAL ELLC.TRIC. LODL , I ,`_I FOUND 1/2" IRON PIPE IRON PIPE E C <7 Z1TI1 — .._c i I r .fNA�! ., 0.9' SOUTH • LOT 24 SURVEY NOTES. BLOCK 2 CONCRETE DRIVE CROSSING PROPERTY BOUNDARY ON WESTERLY SIDE OF LOT THERE ARE FENCES NEAR. THE BOUNDARY OF THE PROPERTY AND CROSS INTO THE 5.0' EASEMENT AT REAR OF PROPERTY I ROVIFW rIAT._,5 -41— (0 R � PAc Rr il ' : Y 7 6r I C :„. 4 BOUNI % _� " . r° _ gtv GS LB #6•135 L/ SURVEYORS CERTIFICATE AI A i A _/ C SG,l HEREBYC!=RT1fY7fd{TTHIS BO(JOIKIARYSt1RVEY a ISA TRUEND CORRECT REPRESENTATION OFA .. SURVEY PREPARED UNDER MY DIRECTION. AR ➢ P % .. NOT VALID WI7IIOUTANAUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENnc4TED ELECTRONIC SE4L, SERVING ALL FLORIDA COUNTIES s U R v f'y ORA RAISED EMBOSSED SEAL AND SIGNATURE D�yy signed by Clyde a.l 5601 CORPORATE WAY SUITE 210 Clyde = OR CN =Clyde McNeal. C= WEST PALM BEACH, FL 33407 � � .O=Tw+w Inc- PHONE (561) 640 4800 e 0400' 21310.03.18 132111:19 (SIGNED) " cNeal - o3ar FACSIMILE (581)840 226- STATEWIDE PHONE (800) 226 -4807 CLYDE O. d4 NEIL, PROFESSIONAL SURVEYOR AND MAPPER #2883 STATEWIDE FACSIMILE (800) 741 -0576 i4 . , . . 1 i 1 . 1 _. CD - n - 0 M 0 * 0 CP m 1 1 , (-) A; 65 n c M m -n ornOpm-i 1 1 21 = 0 '' MMIn0 x m m M ? :II Mr) ;1Z311 1 -n (1, X 2 ■J, M 0'4C li i Ill > t - 0 ...10 03 m co 0 0 c 0 M > 10 C. 0 Z111.40023 ' 0 0 '10. a■ .0...07,47/5 -I -- M M 0 z ••.... mizzXm3) n. m 0 z in 21 i n R 6 K3 O 0 ) p..1 Rogo0 0 k --1U r 23 33 m n v 1. 0 z 73 M X d m n 17 2 C. 1-1 21 z m c, > ;3 -1 0 , 'a 1.1 m i 0 0 Z 11 r- 0 0 .. 1......_,....................................::.:11 t. :I:7j > 2 , I' 2010 PATSY HEFFNER, TAX COLLECTOR ACCOUNT NO. EXPIRES September 30, 2010 OSCEOLA COUNTY, STATE OF FLORIDA 91321 . LOCAL BUSINESS TAX RECEIPT BUSINESS 6050 BUILDING CONTR (DBPR /CMPCRD) PATSY HEFFNER RENEWAL TYPE Tax Collector NEW LICENSE 109857 TRANSFER 5000110 ORIGINAL TAX 10/05/2009 BUSINESS C E A Builders Corp. Oper VA AMOUNT EXM- 30.00: EXEMPT 30.00 107 Teakwood Dr. Till 50 PENALTY Kissimmee, FL 34743 Paid 0.00 OSCEOLA COUNTY COLLECTION COST TOTAL $0.00 MAILING C E A Builders Corp. CC \--4 ADDRESS 107 Teakwood Dr. Z , Kissimmee, FL 34743 PATSY HEFFNER, TAX COLLECTOR P.O. BOX 422105, KISSIMMEE FL 34742 -2105 THIS RECEIPT IS IN ADDITION AND NOT IN LIEU OF ANY OTHER LICENSE REQUIRED BY LAW OR MUNICIPAL ORDINANCE AND IS SUBJECT TO REGULATIONS OF ZONING, HEALTH, AND ANY 407 - 742 -4000 OTHER LAWFUL AUTHORITY. THIS LOCAL BUSINESS TAX RECEIPT IS FURNISHED PURSUANT TO CHAPTER 205 LAWS OF FLORIDA AND OSCEOLA COUNTY ORDIANANCE 95 -10, AS AMENDED The law requires this Local Business Tax Receipt to be displayed conspicuously at the place of business in such manner that it can be open to the view of the public and subject to inspection by all duly authorized officers of the County. Pursuant to State Law, all Local Business Tax Receipts shall expire on September 30th of the succeeding year. Those Local Business Tax Receipts renewed beginning October 1st shall be delinquent and subject to a delinquency penalty of 10% for the month of October, plus an additional 5% penalty for each month of delinquency thereafter until paid; provided that the total delinquency penalty shall not exceed 25% of the Local Business Tax Receipt for the delinquent establishment. A 25% penalty shall be imposed on any person engaged in any new business, occupation or profession without first obtaining an Osceola County Local Business Tax Receipt. PLUS: if delinquent more than 150 days, subject to civil actions and penalties, and a penalty of up to $250. This receipt is a Local Business Tax only. It does not permit the Local Business Taxpayer to violate any existing regulatory or zoning laws of the state, county, or cities, nor does it exempt the licensee from any other license or permits that may be required by law. This form becomes a receipt when validated by the Tax Collector. Note: Display in accordance with the county ordinance. Local Business Tax Receipts are subject to change according to law. C E A Builders Corp. 107 Teakwood Dr. Kissimmee, FL 34743 05 -07 -2010 12:32 AIRBOURNE AC 8139073579 PAGE4 0 1-14.111 'v I ► Airbourne A/C Inc. '1 i k 25278 Bunting Cir. _,Cc Land -O- Lakes, Fl. 34639 813 -917 -0358 Fax 813- 907 -3579 To: City of Zephyrhills Building Dept. 5335 8 Street Zephyrhills, FL 33542 Dear Sirs, This lcttcr is to provide you with the address and phone numbers of our company and to also list the individuals who are allowed to pull permits. Please allow Rhonda Roberts as well as myself, the license holder, John C. Bourne to pull permits on Airbourne's behalf. Thanks for your assistance in this matter. Sincerely, John C. Bourne President Lic. #CAC1814042 05 -07 -2010 12:32 AIRBOURNE AC 8139073579 PAGE1 Airboume A/C. inc. 25278 Bunting Circle Land 0 Lakes, FL 34639 • 813-917-0358 cell hl. . y. 1 J A fF t '. , � u : 4 r u ' G , �. .,�, ^ }t ., I } , tip C . V!e�tt∎'• ia,-4k- s a A { '.ITP Y �. , 7 ' i h: k '}., . • 1 1 t ^" J � ∎1 IG' r L:yl ��I. ! ±.• �... . �I h � : .s S ., '.�k SC�. � � :: � �.� ' 1. r o �B'• J y :4!■44 facsimile transmittal To: Zcphyrhills Bldg. Dept Fax: 813- 780 -0021 From: Roni (tD Airbourne A/C Date: 5/7/2010 Re: Contractor Forms Pages: 4 CC: • 1F • • • • • • • • :1:1149904 ❑ For Review ❑ Please Commend 0 Please Reply ❑ Please q4,140. 41 7. ::'' A ched is a copy of our State License, our Business Tax Receipt and '1eltt with our address, phone numbers and a list of who we want to be able to pull permits. Any questions, please feel free to contact John Bourne, President and License Holder at 813 - 917 -0358 or myself at 813- 924 -0337. Thanks Roni 05 -07 -2010 12:32 AIRBOURNE AC 8139073579 PAGE2 • -'1F- STATE OF FLORIDA 4 ,tt - DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION n • *. "'' CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 BOURNE, JOHN CHARLES AIRBOURNE A/C INC TAMPA VALLEY CIR A A FL 33615 l _...__ ACID 3'633321 Congratulations) With this license you become one of the nearly one million - r STAlE of FLORIDA the •e DEPARTMENT OF BUSINESS AND Floridians licensed by Department of Business and Professional Regulation. . G : v PROFESSIONAL REGULATION Our professionals and businesses range from architects to yacht brokers. from •`:: . boxers to barbeque restaurants, and they keep Florida's economy strong_ • .• i - 14042 06/30/08 079175458 • Every day we work to improve the way we do business In order to serve you better. For Information about our services, please log onto www.myforidelicense.com. CERTIFIED AIR COND CONTR There you can find more information about our divisions and the regulations that BOURNE, JOHN CHARLES impact you, subscribe to department newsletters and learn more about the AIRBOURNE A/C INC Department's initiatives. Our mission at the Department is: Ucense Efficiently. Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. IS CERTIFIED under tb• prwisiene of cb.489 re Thank you for doing business in Florida, and congratulations on your new license! • na lm . a . ee� AUG 31, 2010 409063000495 DETACH HERE • AC#. 3833321 STATkOF FLORIDA. r.� DEPARTMENT OF r ES OFESSIONAL .REGULATION CONST�UCOa:° IT . HOARD . SEW L08063000495 ()ATP HATCH NUMBER LICENSE . zNBR r 06 30 2008 078 CAC 814042' . The CLASS A AIR CONDITIbNINGGCONTRACTOR Named below IS CERTIFIED: • Under the provisions of : Chagt®x 4:89. FS. Expiration date: AUG 31, 2010 • BOURNE,; JOIW . CHARLES AIRBO AI[C-•• INC . 9035 � VALLEY CIR .. • TAMPA FL 33615 (. • CHARLIE CRIST : ' `' r -. • CHUCK DRAGO , GOVERNOR : = ,. INTERIM SECRETARY : ' ISPLAI� ASR QUIRED BY LAW MAY. 7. 2010 9:56AM Work Comp Associates, Inc. NO. 7844 P. 1/1 . 1',, , u . ∎ I I: - , .� : • , I 1 : .. ., � 1 . u � . � �. I, 1. . L I , I ... u. ,��� I ��. n 4 m i,- 0'' . Ir � lfilf Ir f 1 r I 11 I I ill PRODUCER THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND Work Comp Associates, Inc. OR ALTERTHE COVERAGE AFFORDED BY THE POUCIES BELOW, P.O. Box 33297 Palm Beach Gardens, FL 33420 -3297 COMPANIES AFFORDING COVERAGE USA C OMPANY A Bridgefield Employers Insurance Co. INSURED Airboume ANC, Inc. B 25278 Bunting Clyde COMPANY Land O'Lakes,FL 34639 -5534 C COMPANY II THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WRH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. El TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE (MIUDONY) DATE (MMIODA'Y) LIMITS II GENERAL LIABILITY GENERAL AGGREGATE - COMMERCIAL GENERAL UABIUTY PRODUCTS • COMP/OP , .. ■ CLAIMS MADE EI occu PERSONAL 6 ADV INJURY ■ OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE 11 FIRE DAMAGE (My one Are) alIllIllIllIll MED EXP OM one Poran) I AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 4 ■ ANY AUTO Ell ALI. OWNED AUTOS BODILY INJURY III SCHEDULED AUTOS (Per Person) IIIIIIII II. HIRED AUTOS BODILY INJURY 1 NI NON - OWNED AUTOS (Per Amtlelll) MI PROPERTY DAMAGE NI Mil , I GARAGE LIABILITY AUTO ONLY • EA ACCIDENT III II ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT MIMIIIIIIIIII AGGREGATE . I EXCESS LIABILITY EACH OCCURRENCE ■ UMBRELLA FORM AGGREGATE • OTHER THAN UMBRELLA FORM I WORKERS COMPENSATION AND ® C STATU- II OTH- EMPLOYERS' LIABILITY DRY ER 0030376900000 4/1 /2010 4/1/201 EL EACH ACCIDENT 11111111111M MI , 1 1 THE PROPRIETOR! MCI EL DISEASE - POLICY LIMIT PARTNERS/ EXECUTIVE . 1 1 1 1 1 OFFICERS ARE: ■ Exc EL DISEASE -EA EMPLOYEE 100 000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESISPECIAL HEMS I! r..,l i -, l. °.: ,r..,-. 7 . )..;i 1 •,L , ' „ „ . =:,...�. ._ _ _ I; ,q . C � ,II I IIII I I ,: 'I L i Ir i ,,�,;,'. _ I1 I _� , Il I L�f��_1 �! I�Idlil�'`?�i1 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE City of Zephyrhills Building Dept. EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO 5335 Eighth Street MAIL SUCH NOTICE SHALL IMPOSE NO OISUGATION OR LABILITY OF ANY KIND UPON Zephyrhills, FL 33540 - 4312 THE COMPANY. MB AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE /' / �� n r 'N7 -,L'_J / _ ) .1. .. _ .,�. ., ,.I'. •,.,, - 1,.,... .... .. .�, ,. ....... .L._ ... , :.., , 1 ..... . . . . it , �rlll 1,. sL .1. {. � ..' Y 1L„ . . ..R 1 1, . (i... C� "•:"...-:', it 1...�... I, ..r '. ., -, __. I , .. _,. , n I'��� �_.I�f l am! r� - .�5�� I� 711P, 05-07-2010 12:32 AIRBOURNE AC 8139073579 PAGE3 . • PASCO COUNTY BUSINT...' TAx RECEIPT 2009-10 Issued pursuant and subject to Florida Statutes an To:rty Ordinances. Issuance does not certify compliance with zoning or other laws, This receipt mus: •i,::;;•Nou3ly in place of business. Expires September 30. Mike Olson ACCOUNT NO: 081637 7 ` -r. ECTOR .4" , TYPE OF BUSINESS: • SIC CODE: 1711.01 - MECHANICAL CONTRACTOR JYTA ) ....„ LOCATION ADDRESS: 25278 BUNTING CIR s LAND 0 LAKES AIRBOURNE A/C INC 25278 BUNTING CIR LAND 0 LAKES FL 34639-5534 DATE RECEIPT AMOUNT .!1-. • ..."• 09/30/09 579131 31.25 WhelnhOuJJJAJuhlanhAnOnhullel ,,s,,, „ w.,.:4431:.R...441.1n.'44:"I'"°' -: City of Zephyrhills: < it, i f�, ` Ns Building Department Phone: (813)- 780 -0020 - - Fax: (813)- 780 -0021 L ; TO: Airbourne FROM: Jackie I € FAX #: 813 - 907 -3579 FAX #: DATE: 5/10/10 # OF PAGES including cover sheet: 2 I E E € 3 i MESSAGE: Please need signature of contractor or any agent in Mechanical signature line we also need the company name, license number and address of business fill in on the application. Fax this back to our office at 813- 780 -0021 and we will attach with the permit for CEA Builders. t € I E I I I € Thank you i E Jackie E E I € E € I I E € E € I E € E I € I I i 1 E € t I I p k E f E 9 ; I € E t E I I [ E t I I E 2 E € t E CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10431 BUILDING PERMIT PERMIT INFORMATION T LOCATION INFORMATION Permit Number: 10431 Address: 6144 10TH ST Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 -ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: TYSON Est. Value: _ Parcel Number: 02- 26 -21- 0080 -00200 -0250 Improv. Cost: 15,600.00 OWNER INFORMATION Date Issued: Name: TERRILL, MICHAEL & REBECCA Total Fees: 220.00 i Address: 6144 10TH ST Amount Paid: 220.00 ZEPHYRHILLS, FL. 33542 Date Paid: 5/11/2010 Phone: Work Desc: DEMO 10 X 16 SCRN RM CONSTRUCT A 10 X 16 DEN CONTRACTORS APPLICATION FEES :1 . = P - - -- .,IL• 7 - 1 -4- -- • ,T ELECTRICAL CONTRACTING INC MECHANICAL FEE 35.00 AIRBOURNE NC INC. I I I 1 jnspect Requ FOOTER 12 PL ( MISC INSULATION CEILING FOOTER BOND -I DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE I FRAME MISC. 1 MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govemmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." 1 CONTRACTOR SIGNATURE • PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ' • 11 d . 1 I t t t , d I I 1 1 I III II 1 1 1 lil I 1 : ; I • . . 1, I 1 1- ' ' 1 I :1 ! f •,, 'i 1 1' :1-' ,L, ! i • t ', ' : 1 , i • , , i t • • t't • 1, • i 1 • t . '':. 'I,' • • 1,. • 1' 1 i - tt ,. I '', i -. ' i -ii• 1 i 1 : t tt l - •- , ,, " I • 1 i tt t • 'i " • 1. t t • t it tl ' t tt ',I t ii .,t• t ', . t • . il ,t • t - i' . '.. ''.. , t• , ; • t t • 1, . 1 • • . . .. .... . . . .. . ., .. ,. . .. , , • :,,1 "1 i'' ' ' - .... ..... . . . . .. I 1 . 1 . . . . . . _ , . , . • I _,„„ t ., " - ' --...- - ., L.., -, - . . , . • . . . - .. .. ,. . 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' : �: r y +>a: t ., \ . , 3k p r i : ,,, , R F w.G fir' F a Sib^ y d «. ¢, ,-, .,.,„::•_:::It.,8,•,,,,,,44,_?-,-.,,.,,,01, ., . ''',F..';.;'; y. _ .� o iI ;+Jd , -,n"ik . '.l:. _d„' . .ar.. p� ,� of • 9W ¢ 3 y 4,' . • n , a T 4. ) . . .,'.v --..,....„,....74.':•,`,...'.".4$.4.-- • ,- ....1.• - ' '''-':. '`, 'r . '''';'' .:--• : . 1- • '.. : AfL• ''''...: • :-'-'". 1 ' ' - ''''''' 1 blrii ' .,,,,'.4 � fi s: v� _ _ � af;,,( � �' r, � f .T� • _ '" : ,,... m 9i . -4r �w,c . M " p r � 9 F n y • 3 i ✓�� i �� " r +3 _ ` - lt 7r '� ��,i i r. �- to F t f ; • } A. 4 k r i 5- q�` w6- j f y t } ___i" 4'..,.-.-;--•.,-;.'-'. r fir .d' 'ffi S;" - sir .i � , 1. - - . �r ' fi x 41. . a a '. . . • . . - ,.. - .:.. . ,..-. - ''',,.. ' - . - . , ;:f - . ;',..s ' - :1;4‘. _.,,,rc,.... . 4 rr, i . i.`C a .. -. sr ', r' ' . , r. aeries _ ,` '� . .4:,;•„,.. „� ( - Vam Latin Group, Corp. Company Profile - Located in Doral, FL - Carlos E Angarita, Jesus L Velazco, ... Page 1 of 3 cor 1 4 Home Companies People Ip -_ Vam Hooch > Doral - Vam Latin Group, Corp SHHRE • Latin Group, Vam Latin Group, Corp. Corp Foreclosure Defense Law Former Bank Lawyers Now Defending Stamatakis + Thalji - Tampa, Florida www.MyForeciosureAttorney.com Editable Categories Ada by k Incorporated by Carlos E Angarita, Jesus L Velazco, Jose C Medina, Vam Latin Group, Corp. is located at 11298 NW 50th Ter Doral, -lr 1 t or n r, 1 33178. Vam Latin Group, Corp. was incorporated on Tuesday, February 19, 2002 in the State of FL and is currently not active. Carlos E r �p - e'1cu Angarita represents Vam Latin Group, Corp. as their registered agent. Eiit „ omoaiiv,, dress Source: Public Record data - Department otSlate -DivlsbndCorporations Eiit T,.,._: Company Summary Reports Addresses Points of interest Web Marketing Services Officers: T.•r °Derr r.i: -� th�a • Carlos E Andarita • Jesus L Velazcc i ono Dairen S._. vi, • j I000 C Medina " ''"'„ Corporations & LLC's =_rglade • rr_ ',lib Lauderdale Lowest Pricing Guaranteed! Ale Your t�aar '' ' Wes !I _ ''r ( ; servatian l r dsper Cry New Entity in 10 Minutes. riv f r u www.thapfergroup.com F tc Hollywood � r�_e ". W art Well Miarni c- `!vn 9u �ir�u Discount Registered Agent Carders geed Florida Registered Agent Service Only • • r t n W,a•n $49 Per Year! Order Online. iiI''//�� rrrPP www.discounlregisGeredagent Cara Doral, FL Industry lartua n mom, Mar ,l incorporate / Form LLC Beach Wholesale trade 2,715 (15%) We incorporate / form LLC for your Kerca a `3"1" ( > Business fora low fee of $99. Lakes Ke ,call Professional, Sdentific, www•r9BerWCes.eom South Mtan- • Momt 2,527 (196) He „_ 9 C are- Bay Finance, Insurance, & 2,415 (13%) Ada ay Google F rmce.ort Map data 02010 Google - Real Estate Retail trade 1,797 (10%) Education, Health, a 1,787 (10%) .social SPEND TIME ON THE SM The new °nine gwoect. artd 'Erartsporation8 (9%) A id Warehousing IMPORTANTT THINGS s ag: ds MUM, �rerw 1,663 (9% 3 _ ._ you n fiaa on whua rally Manutaetratq 1,257 (7%) from American Express OPEN. anpornrx Your tKareeas . Hospitality tb OPEN acccpct'rr Entrainment 1,086 (696) Information 981 (s) Relationship Visualizer Construction 655 (4%) http:// www. corporationwiki .com/Florida/DoraUvam- Latin- group - core- 5145238.aspx 6/22/2010 w ' w.sumbiz.org - Department of State Page 1 of 2 FLORIDA DEPARTMENT OF STATE ' . a DIVISION OF CORPORATIONS 544/ Home Contact Us E- Filing Services Document Searches Forms Help IOfficer/RA Name Search . , = No Name History Submit I Officer/Registered DetaiA by end Name Florida Profit Corporation PANTALLA NARANJA PRODUCCIONES, INC. Filing Information Document Number PO4000078392 FEI/EIN Number NONE Date Filed 05/14/2004 State FL Status INACTIVE Last Event ADMIN DISSOLUTION FOR ANNUAL REPORT Event Date Filed 09/16/2005 Event Effective Date NONE Principal Address 4243 NW 107TH AVE #149 MIAMI FL 33178 Mailing Address 4243 NW 107TH AVE #149 MIAMI FL 33178 Registered Agent Name & Address ANGARITA, CARLOS E 4243 NW 107TH AVE #149 MIAMI FL 33178 Officer /Director Detail Name & Address Title P ANGARITA, CARLOS E 4243 NW 107TH AVE #149 MIAMI FL 33178 Title S HANNA, SANA R 4243 NW 107TH AVE #149 MIAMI FL 33178 Annual Reports No Annual Reports Filed Document Images t View image in PDF format , I Note: This is not official record. See documents if question or conflict. http: / /www.sunbiz.org/ scripts /cordet.exe? action= DETFIL &ing_doc _number= PO4000078392 &inq came ... 6/22/2010 wv snnbiz - Department of State Page 1 of 2 0 t;r ORIDA DEPARTMENT OF STATE DIVISION OF CORPORATIONS :411b Ativ Home Contact Us E- Filing Services Document Searches Forms Help Officer /RA Name Search No Name History Submit tail y Officer/Registered Agent Name Florida Profit Corporation SAN NICOLAS ENTERPRISE, INC. Filing Information Document Number PO4000022768 FEI/EIN Number 270078403 Date Filed 01/23/2004 State FL Status INACTIVE Last Event ADMIN DISSOLUTION FOR ANNUAL REPORT Event Date Filed 09/15/2006 Event Effective Date NONE Principal Address 4140 CARDINAL LANE KISSIMMEE FL 34744 Mailing Address 4140 CARDINAL LANE KISSIMMEE FL 34744 Registered Agent Name & Address RIVERA, ANGELICA F 4140 CARDINAL LANE KISSIMMEE FL 34744 Officer/Director Detail Name & Address Title PD ANGARITA, CARLOS E 4140 CARDINAL LANE KISSIMMEE FL 34744 Title STD RIVERA, ANGELICA F 4140 CARDINAL LANE KISSIMMEE FL 34744 Title D ANGARITA, MARIA P 4140 CARDINAL LANE http: / /www.sunbiz.org/ scripts /cordet.exe? action= DETFIL&inq_doc_ number= PO4000022768 &inq_came_... 6/22/2010 WN 4 - Department of State Page 2 of 2 KISSIMMEE FL 34744 Annual Reports • Report Year Filed Date 2005 09/13/2005 Document Images T View image in PDF format I View image in PDF format I Note: This is not official record. See documents if question or conflict. 10fficer/RA Name Search • No Name History Submit 1 I Home I Contact us Document Searches 1 E-Filing Services j Forms 1 Help I Copyright (c) and Privacy Policies State of Florida, Department of State h ttp://www.sunbiz.org/scriptskordet.exe?action=DETFIL&inq_doc_number - -PO4000022768&Mq_came_... 6/22/2010 Carlos E Angarita - Profile on CorporationWiki.com Page 1 of 2 corporat r Horne Companies People IP C arlos > Florida > Dora! > Carlos E Angarita SHORE • E Angarita Carlos E Angarita J [A A J` 3 � �.t�� 4„�_i�g �•'' tai ' t`•. R $ 'R2 a'4]� Y v'r.. - - n Tsai krirOt11lC1 CI:r3'k Carlos E Angarita Addresses Web Carlos E Angarita Related Pe ople Related Companies iviev. profile, C arlos E Angar • vain Latin Until), t- c,rti. • Jesus L Velazco Editable C • Jesus L Veiazca Possible Related Companies: Categories • lose C Medina • Pantai3a Nary_ {tea Producciones. {nc. 1 I li �ii;to • Vam Latin Glctlp. Corn. iitt_ripiKm Edit Addresse (10 ' i Discount Registered Agent v - CEO Lauderdale Wes :or• „t,lrv�t °nf, Florida Registered Agent Service Only : per ^, y fit T $49 Per Year! Order Online. ._. www.discountregisteredagentcom F,�rt cP ,.. Ffcrlynvaod H, :H�r ha1 art! Ncrt� tdlarm CY Corporation Plantation ::orders Beaci Marketing Services Serving. Reliable & Fast! Plantation FL CT Corporation Process (``�� s l Fa•n i�` +oleo iiP�� www.Onetegal.com/CTCorporation Cara °itt r ,•!ar6:etill° I am,a rt Miami F.1 am ComReal Miami, Inc. Reach r inn S rvic: 5ui94 Commercial Real Estate Services Ke^cale Lakes Ke lcali ear Doindin i Representing Tenants Buyers Sellers www.comrealmiami.corn South P' lamp usin ss Plan He■gH Cuter Bay Ads by Cook e, n: far map data 62010 Google - - 1;e Ci Patiilll 7 I i 11 !\L 3tItlt , ` a .., _ ` e -+ face F Dora', FL Industry ¢ ,. �, <. ;C:;464,14;: W le trade 2,715 (15%) Relationship Visualizer � Professional. .2527(14%) Mend Vier? Full Screen Amoco, insurance, R 2,415 (13%) Real Estate Retail trade 1,797 (10%) Education, Health, & 1,787 (10%) Soda) Trausporatlpn & Warehousing 4663 (D) Manufac4ub0 1,257 (7%) HaepitaHq • ramertiinment 1.086 (6%) (,/22/2010 http: / /www. corporationwiki.com/ Florida/ DoraUcarlos- e- angarita- P890484.asnx www.sunh org Department of State Page 1 of 2 putirmw- FLORIDA DEPARTMENT OF STATE DIVISION OF CORPORATIONS 5,tinbz Home Contact Us E- Filing Services Document Searches Forms Help Officer /RA Name Search No Name History Submit I Detail icer e i t e r Agent Name Florida Profit Corporation VAM LATIN GROUP, CORP. Filing Information Document Number P02000018713 FEUEIN Number NONE Date Filed 02/19/2002 State FL Status INACTIVE Last Event ADMIN DISSOLUTION FOR ANNUAL REPORT Event Date Filed 09/19/2003 Event Effective Date NONE Principal Address 11298 NW 50 TERRACE MIAMI FL 33178 Mailing Address 11298 NW 50 TERRACE MIAMI FL 33178 Registered Agent Name & Address ANGARITA, CARLOS 5581 NW 112 AVENUE #108 MIAMI FL 33178 US Officer /Director Detail Name & Address Title PD VELAZCO, JESUS L 11298 NW 50 TERRACE MIAMI FL 33178 Title SD MEDINA, JOSE C 5581 NW 11TH AVE #108 MIAMI FL 33178 Title D ANGARITA, CARLOS E http:// www .sunbiz.org/scripts/cordet.exe? action= DETFIL& ing_doc_number=P02000018T13 &inq came ... 6/22/2010 www.sunbiz.org - Department of State Page 2 of 2 5581 NV$111TH AVE #108 MIAMI FL 33178 • Annual Reports No Annual Reports Filed Document Images View image in PDF format I Note: This is not official record. See documents if question or conflict. 10fficer/RA Name Search No Name History Submit I 1 Home I Contact us 1 Document Searches I E-Filinq Services I Forms I Help 1 Copyright © and Privacy Policies State of Florida, Department of State http://www.sunbiz.org/scripts/cordetexe?action=DETFIL&ino doc number=P020000187:13&ino came An9bnln 2009 FOR PROFIT CORPORATION ANNUAL REPORT Apr LE 2009 DOCUMENT# P05000148165 Secretary of State Entity Name: C.E.A BUILDERS CORP Current Principal Place of Business: New Principal Place of Business: 107 TEAKWOOD DR KISSIMMEE, FL 34743 US Current Mailing Address: New Mailing Address: 107 TEAKWOOD DR KISSIMMEE, FL 34743 US FEI Number: 20-3763292 FEI Number Applied For () F0 N umber Not Applicable () Certificate of Status Desired ( ) Name and Address of Current Registered Agent: Name and Address of New Registered Agent: ANGARITA, CARLOS E JR 107 TEAKWOOD DR KISSIMMEE, FL 34743 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Election Campaign Financing Trust Find Contribution ( ). OFFICERS AND DIRECTORS: ADDITIONS/CHANGES TO OFFICERS AND DIRECTORS: Title: P () Delete Title: () Change () Addition Name: ANGARITA, CARLOS E JR Name: Address: 107 TEAKWOOD DR Address: City -St Zip: KISSIMMEE, FL 34743 US City Title: VP ( ) Delete Title: () Change ( ) Addition Name: ARBELAEZ, CLAUDIA P Name: Address: 107 TEAKWOOD DR Address City -St -Zip: KISSIMMEE, FL 34743 US City - St - Zip: I hereby certify that the information supplied with this filing does not qualify for the exemption stated in Chapter 119, Florida Statutes. 1 further certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that 1 am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with an address, with all other like empowered. SIGNATURE: CARLOS ANGARITA JR PRES 04/16/2009 Electronic Signature of Signing Officer or Director Date 2008 FOR PROFIT CORPORATION REINSTATEMENT FILED Oct 13, 2008 DOCUMENT# P05000148165 Secretary of State Entity Name: C.E.A BUILDERS CORP Current Principal Place of Business: New Principal Place of Business: 3389 107 TEAKWOOD DR SUITE 304 WEST VINE STREET KISSIMMEE, FL 34743 US SUIT KISSIMMEE, FL 34741 US Current Mailing Address: New Mailing Address: 107 TEAKWOOD DR KISSIMMEE, FL 34743 US FEI Number. 203763292 FEI Number Applied For () FM Number Not Applicable () Certificate of Status Desired (X) Name and Address of Current Registered Agent: Name and Address of New Registered Agent: ANGARITA, CARLOS E JR 107 TEAKWOOD DR KISSIMMEE, FL 34743 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: CARLOS E ANGARITA Date Electronic Signature of Registered Agent In accordance with s. 607.193(2)(b), F.S., the corporation did not receive the prior notice. Election Campaign Financing Trust Fund Contribution ( ). OFFICERS AND DIRECTORS: ADDITIONSICHANGES TO OFFICERS AND DIRECTORS: Title: () Change ( ) Addition Title: P ODelete Name: m Name: ANGARITA, CARLOS E JR Address: Address: 107 TEAKWOOD DR City-St-Zip: KISSIMMEE, FL 34743 US Title: VP () Delete Title: VP (X) Change ( ) Addition Name: ARBELAEZ, CLAUDIA P Address: d Name: MARIA CARDINAL ddress: 107 TEAKWOOD DR PATRICIA, , PRYCHODNY Cd 4140 MARDINAL 34744 City-St-Zip: KISSIMMEE, FL 34744 US City-St-Zip: KISSIMMEE, FL 34743 US I hereby certify that the information supplied with this filing does not qualify for the exemption stated in Chapter 119, Florida Statutes. I further certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with an address, with all other like empowered. P 10/13/2008 SIGNATURE: CARLOS ANGARITA Date Electronic Signature of Signing Officer or Director SUBCONTRACTORS Amount charged Waiver of (Lien Balance Owed Pumping Unlimited ? 0 Platinum Electric 4,200.00 3,950.00 Bill Haase Plumbing 5,320.00 3,964.00 1,200.00 Rusty's Plumbing 2,500.00 1,535.00 Progress Electrical Construction adj. - 1,000. 4,500.00 4,000.00 1,500.00? JCE Construction 38,000.00 32,000.00 6,000.00 Jean P. Pool 8,250.00 8,250.00 J/G Restoration PAID 5,550.00 5,050.00 500.00 H & A Concrete Services 300.00 300.00 Valencia Stucco 1,150.00 450.00 White Aluminum 1,661.00 1,661.00 Sutter Air Conditioning 1,587.88 1,587.88 Marion Sanitation 251.06 251.06 CEA Builders 185,556.00 ? ? ? * ** www.sunbiz.org - Department of State Page 1 of 2 FLORIDA DEPARTMENT OP STATE DIVISION OF CORPORATIONS in t Home Contact Us E- Filing Services Document Searches Forms Help Officer /RA Name Search No Name History Submit 1 Oetail by Officer/Registered Agen Florida Profit Corporation C.E.A BUILDERS CORP Filing Information Document Number P05000148165 FEI /EIN Number 203763292 Date Filed 11/07/2005 State FL Status ACTIVE Effective Date 11/07/2005 Last Event CANCEL ADM DISS /REV Event Date Filed 10/13/2008 Event Effective Date NONE Principal Address 107 TEAKWOOD DR KISSIMMEE FL 34743 US Changed 10/13/2008 Mailing Address 107 TEAKWOOD DR KISSIMMEE FL 34743 US Changed 09/20/2007 Registered Agent Name & Address ANGARITA, CARLOS E JR 107 TEAKWOOD DR KISSIMMEE FL 34743 US Officer /Director Detail Name & Address Title P ANGARITA, CARLOS E JR 107 TEAKWOOD DR KISSIMMEE FL 34743 US Title VP ARBELAEZ, CLAUDIA P 107 TEAKWOOD DR KISSIMMEE FL 34743 US http:// www .sunbiz.org/scripts/cordet.exe? action= DETFIL &inCLdoc_ number= P05000148165 &inq_came_... 6/22/2010 www.inbiz.org - Department of State Page 2 of 2 Annual Reports Report Year Filed Date 2007 11/27/2007 2008 10/13/2008 2009 04/16/2009 Document Images I- View image in PDF format I E is ENT View image in PDF format I View image in PDF format View image in PDF format I — ; View image in PDF format I View image in PDF format I Note: This is not official record. See documents if question or conflict. [Officer/RA Name Search No Name History Submit 1 1 Home 1 Contact us 1 Document Searches 1 E-Filinq Services 1 Forms 1 Help 1 Copyright Cc) and Privacy Policies State of Florida, Department of State http://www.sunbiz.org/scripts/cordet.exe?action=DETFIL&inq doc number—P05000 1 4R 1 6 ; .nn e amp mrIn1 A FIBERGLASS SHINGLES RIDGE OR OFF RIDGE VENTS A$ REQ'D, 1' -0" 0 Decorative Cementitous Q Finish LE" R"A Tom SCALE: 1/4" = I' -0" RIDGE OR OFF RIDGE VENTS AS REQ'D, FI13ERGLAS8 SHINGLE8 HOST STRUCTURE p Decorative Cementitous Finish MISH7 ELWAToOX SCALE: 1/4" - 1' -0" RIDGE OR OFF RIDGE VENTS AS REQ'D, ----\ r FIBERGLASS SHINGLES , FIBERGLASS SHINGLES PER ASTM 31rol ON 30 ROOFING FELT 3 1/2" STRUCTURAL PANELS UJ/ ad NAILS 9 ro O.C. (4" O.C. REdD. WITHIN 48" OF GABLE ENDS). R -19 INSULATION (W1 AIR SPACE) METAL DRIP CAP ON WOOD OR ALUM, FASCIA, C ON 2 x SUB - FASCIA, VENTED SOFFIT (MAT'L. PER SPECS) WINDOWS PER SPECS pt I /8" THREE STAGE STUCCO OR SIDING PER SPECS ON VAPOR BARRIER E 1/2" CDX OR OSB W1 ad NAILS 10 3" O.C. TOP, BOTTOM 4 HORIZ. MEMBEI< 4" O.C. EDGES f 6" O.0 INTERM SLAB FOR HABITABLE AREAS TO BE ro" MIN. ABOVE GRADE UJOOD WITHIN 8" OF FINISH GRADE TO 8E P.T =4 HOST STRUCTURE HOST STRUCTURE im REAR R ELEVATDOX SCALE: 1/4" = 1' -0" Decorative Cementitous Finish 3 1 - 3 11 4' -4i2" 9 4' -42 j 3' - 3 " A ii 35 5H 35 5H A Z � W/ SIMPSON H2,5 W/ (10) ad's ------------------------------------ - - - - -i i � � ' s TOP PLATE t (3) 12d's i 4" CONCRETE SLAB W/ RAFTERS, i FIBER MESH REINFORCEMENT 2 x 8 "2 6YP RAFTERS 2 x 8 0 2 SYP RAFTERS D N i OR 6 x 6 x 10 W.W, MESH CV i - -- - - -- - -- ------------- - - - - -- - ' PATIO O 2 x 8 ' SYP RAFTERS s 24"X 2 x 8 0 2 SYP RAFTERS s 24" (4) 2 x 6 0 2 6YP RIDGE POST , T Q O.C, t (4) 12d's is RIDGE. W/ (8) !6d's s TOP, t SIMPSON Q A3) W/ (4) iOd's t (4) 3116" x 3" i 16" LG. 0 5 REBAR s 24" O.C. EPDXY i TAPCONS s BOTTOM TO HOST /E/j SIDE GROUTED 6" INTO CONCRETE, LU LU JLU 1 36 TO EXISTING i i i i 0 x i O� P d.5 - r 2 x 4 P,T, JAMBS TO EXISTING ELEV, FLUSH W/ EXISTING MAIN FLOOR 4 -3/4" tAPCONS I IAMBS TO EXI5TIN 4 I J 2 x 4 P.T, JAMBS TO EXISTING t" x 4 -3/4" APCO 5 ~ , HOST W/ 1/4" x 4 -3/4" TAPCONS O.C, t 8" ROM E D _ ,4 U 1 V is MAX, 16" O.C, t 8" FROM ENDS, o DINING - \ EX15TING RE51DENCE LAIMEMIN MONOLITHIC FOOTING: 20" DEEP x 12" WIDE CONC, FTG. W1 (2) - #5's (MIN, 12" BELOW UNDISTURBED SOIL), RIDGE VENT (2) 2 x 10 #2 SYP RIDGE UJ/ 12d's s 8" O.C. STAGGERED 4 (4) 2 x 4 0 2 2 SYP STUDS BELOW W1 (4) 12d's EA, SIDE 01= RIDGE, ?4 u k 8 b � \ o -1/2" CLG. BOARD OR 5/8" DRYWALL. (2)2x4 #25YPTOP PLATE W1 H4 OR H5 U)/ (a) ad's Q EACH TRUSS CONNECTION. OPENING HEADERS: (2) 2 x ro #2 SYP W1 1/2" CDX U11 (1) 2 x 4 JACK E (2) STUDS W1 HH4 UJ/ (13) 16d's BELOW EA. END. 1/2" DRYWALL ON 2 X 4 1*2 SYP STUDS a 16" 0,C, W1 R -13 (MIN.) INSULATION, 4" (3000 PSI) CONCRETE SLAB U11 FIBER MESH REINFORCEMENT OR 6 x 6 x 10 W.W. MESH OVER 6 mil POLY VAPOR BARRIER 4 COMPACTED GRANULAR FILL W1 POISON SOIL TREATMENT, 2 x 4 P.T. SILL PLATE UI1 1/2" x 8" A.B. Q 24" O.C. �— a o p p \ o a o 4 0 c D o \\ \\ \\ \\ \\ \\ \\ \'\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ / �)\ x 4 \ \\ \\ \\ \\ \\ \\ \\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ CUT BACK EX15TING SLAB 4 COVER W1 FILL AS REQUIRED WALL SECTION "A" 4" CONCRETE SLAB W/ COMPACTED GRANULAR FiLL DOWN 4" 6LOPEP 2" 16" LG. "5 REBAR s 60" - O.C. EPDXY GROUTED 6 INTO HOST CONCRETE u.i I ii 2 x 8 OUTRIGGERS s 16" O.C. z Z � W/ SIMPSON H2,5 W/ (10) ad's ------------------------------------ - - - - -i i � � ' s TOP PLATE t (3) 12d's i 4" CONCRETE SLAB W/ RAFTERS, i FIBER MESH REINFORCEMENT 2 x 8 "2 6YP RAFTERS 2 x 8 0 2 SYP RAFTERS U- i OR 6 x 6 x 10 W.W, MESH - O.C, t (4) 12d's v RIDGE. lU O,C, t (4) 12d's s RIDGE, i 6 mil POLY VAPOR BARRIER 3 COMPACTED GRANULAR FILL 2 x 8 ' SYP RAFTERS s 24"X 2 x 8 0 2 SYP RAFTERS s 24" (4) 2 x 6 0 2 6YP RIDGE POST O,C, t (4) 12d's s RIDGE, Q O.C, t (4) 12d's is RIDGE. W/ (8) !6d's s TOP, t SIMPSON Q A3) W/ (4) iOd's t (4) 3116" x 3" i 16" LG. 0 5 REBAR s 24" O.C. EPDXY i TAPCONS s BOTTOM TO HOST /E/j SIDE GROUTED 6" INTO CONCRETE, LU LU , i 36 TO EXISTING i i i i 0 x i O� P d.5 - r 2 x 4 P,T, JAMBS TO EXISTING ELEV, FLUSH W/ EXISTING MAIN FLOOR 4 -3/4" tAPCONS HOST W/ 1/4" x 4 -3/4" TAPCONS 6" FROM ENDS. - - - - - -- - -- - - - - -- z t Z 1L is MAX. 16" O.C, t 8" FROM ENDS, -------- - - - --- -- - -- - --- ---- ---- ------ -- ------ ------ i — — — 0 2 SYP RAFTERS s 24" 2 x 6 0 2 8YP RAFTERS 12d's is EA, END, 24" O.C, t (3) 12d's 0 EA, END. ' ' DINING \ C, 0 �- T �<i �A Q EX15TING RI=5IDENCE � � MAMN& PLAN Z PLANS EXAMINER___ -- Q SIMPSON LStA21 W/ ll6) IOd's SCALE: 1/4" = 1' -0" FOUNO�,? o PLA U UV OVER RIDGE INTO DECK. SCALE: 1'4" - 1' -0" 4" CONCRETE SLAB W/ COMPACTED GRANULAR FiLL DOWN 4" 6LOPEP 2" 16" LG. "5 REBAR s 60" - O.C. EPDXY GROUTED 6 INTO HOST CONCRETE u.i I z Z � o � � to ( Q U- K r 3 to Ql LL 1 LU LU Q z t Z 1L lu 0 \ C, 0 �- Q ��. a LI "'fY OF ZEPHYRHILLS Z PLANS EXAMINER___ -- Q z Q L Q v�li = Ju 0 44 Q: � _U y— DATE: 4/29/2010 This structure has been designed in accordance with the SHEET — 2001 FBC and FBCR with 2009 revsions and Chapt, 6 of A5CE 1 for 110 mph (3 Sec, Gust) wind velocity, EXP. ' B ', Iw= 1,0, OCC, CAT, 2 INT, PR, _ +/- 0,18 GCp,L \ DAVID NORRIS ENGINEERING 112 COLEMAN RD, �_... _ WINTER HAVEN, FL 33880 /sf OF TWO (863) 299 -1048 FL P.E. "32186 Z 14 l U JOB C,A, »8283 2010 -045 DOOR FRAME (2) •10 X 1-3/4" PH -SMS INTO 2 x BUCK OR (2) 3/16 "1 x 2 -3/4 TAPOON THRU I BY BUCK, (SHOWN) WITH A 41/4' MIN, EMBEDMENT INTO MASONRY, SEE ELEVATION FOR ANCHOR 5PACING. J i re ANCHOR THERMA -TRU ANCHOR ASTRAGAL SECURITY STRIKE USING KEEPER PLATE USING 6 8 X 2 1/2" SCREWS 6 8 X 2 1/2" SCREWS ANCHORING HARDWARE G d. I 0 a L Y 2 = 1 2) "10 X 1 3/4' PH -SMS INTO 2 BY BUCK WITH I -1/2' MIN. EMBEDMENT, SEE ELEVATION FOR ANCHOR SPACING. r - '1000 BUCK DOOR SIDELITE ANCHORING JAMB5 /51DELITES DOOR SIDELITE ANCHORING HEAD /SILL - INSWING - 0 8 X 2 /12 WOOD SCREWS - 1,15 MINIMUM EMBEDMENT - 0.25 MAXIMUM SHIM BETWEEN FRAME AND 2X SUB -BUCK DOOR DOOR SIDELITE ANCHORING HEAD /SILL - OUTSWING A BB ail NOR HINGE USING (2) - X 2 I/2" SCREWS PER HINGE LOCATE IN HOLES CLOSEST TO WEATHRSTRIP ONAL r WOOD BUCK rvA. In f'AtzERTHEBID INDICATE! PANEL WI.N IN FEET, X 2-314 OR MIAMI °PROVED CONC. Q8. ' AT ON FOR SPACING, TH (2PH Z 0 �i E g DESIGN PRE55URES FOR OPENINGS FLORIDA BUILDING CODE, 2004 Wind Velocity (mph) 110, Importance Factor 1,00 Exposure Category B, int, Press, Coer, + 0,18 Mean ROOF Hefght 15', Butldfng Width 60' Bufldfng Length (ft) 40, Roof Slope ((o:12) OPENING MAX, POSITIVE, MAX, NEGATIVE f 4 p' 4 STEEL REINF, ALL 10' PANELS CHARTS, AND MAY VARY DEPENDING ON 812E 5) THE REBPON0181LITY FOR SELECTION OF NORANDEX 5 X D.P L 'LAW- SHIM AS REOUIRED TYP. JAMB SECTION 4 � WOOD SHIM [S OR HUDD TRACK AS A9 REQUIRED BY / 2 BY BUCK 1/4' MAX SHIM PANEL 12) 3/16 "6 X 2 -1/4' TAPCON OR OPTIONAL (BOTH JAMBS) MIAMI DADE APPROVED CONC. FASTENER 6,41 20.1 / -22,6 SEE ELEVATION FOR ANCHOR SPAC NOTES: / 4 / (o,2 U SHIMS ARE OPTIONAL, MAX. BRIM STACK V4 ", m I F--- --- 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063 - 33 814 14 / 4,5 / 3,2 / 21,2 / -23.1 I OR 1 6 WITH TYPICAL WALL THICKNESS OF 0.062'. T) IN ALLATION HOLES ARE FACTORY PREPUNC IED TO 4.2 / 20.a / -22,1 35 514 3) USE HIGH QUALITY CAULK BEHIND DOOR FRAME 5,2 / 20,5 / -22,4 36 SH -^• 4) GLASS THICKNESS BASED ON ASTM E 13011 GLASS m� ,. W 3080 TH (2PH Z 0 �i E g DESIGN PRE55URES FOR OPENINGS FLORIDA BUILDING CODE, 2004 Wind Velocity (mph) 110, Importance Factor 1,00 Exposure Category B, int, Press, Coer, + 0,18 Mean ROOF Hefght 15', Butldfng Width 60' Bufldfng Length (ft) 40, Roof Slope ((o:12) OPENING MAX, POSITIVE, MAX, NEGATIVE f 4 p' 4 ZONE / EL, CHARTS, AND MAY VARY DEPENDING ON 812E 5) THE REBPON0181LITY FOR SELECTION OF NORANDEX 5 X X e■ s r a a 3,2 / 21,1 / -23,6 BUILDING CODES R , ODINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITEOT, 4 � 4,2 / 213 / -23,2 PANVf '• PANEL 5,2 / 21,0/ -22,9 BUILDING OWNER OR CONTRACTOR. / 4 / 3,2/ 6,41 20.1 / -22,6 2 -25 5H / 4 / (o,2 / 5,2 / 20,1 / -21,9 6) CONCRETE COMPRESSNE STRENGTH " 3,000 PSI AT 28 DAYS. / 6, 4 / 19,8 / -21, 6 33 814 14 / 4,5 / 3,2 / 21,2 / -23.1 H EADER AND SiLL SECTION T) IN ALLATION HOLES ARE FACTORY PREPUNC IED TO 4.2 / 20.a / -22,1 35 514 /4 / 4,5 / 5,2 / 20,5 / -22,4 36 SH M e MANUFACTURERS' RECOMMENDATION MAX SPACING 6' 6,4 / 203 / -22,1 m� ,. W 3080 TYP- i BY BUCK FROM CORNERS AND TYPICAL 18' CO. 6068 r2Bry n TH (2PH Z 0 �i E g DESIGN PRE55URES FOR OPENINGS FLORIDA BUILDING CODE, 2004 Wind Velocity (mph) 110, Importance Factor 1,00 Exposure Category B, int, Press, Coer, + 0,18 Mean ROOF Hefght 15', Butldfng Width 60' Bufldfng Length (ft) 40, Roof Slope ((o:12) OPENING MAX, POSITIVE, MAX, NEGATIVE MK / ZONE / EL, / WIDTH / HEIGHT / PRE55, 225H/ 4/ 3,2/2,2/21, -23,6 23 8H / 4 / 3,2 / 3,2 / 21,1 / -23,6 24 5H / 4 / 3,2 / 4,2 / 213 / -23,2 25 514 / 41 3,2 / 5,2 / 21,0/ -22,9 26 8H / 4 / 3,2/ 6,41 20.1 / -22,6 2 -25 5H / 4 / (o,2 / 5,2 / 20,1 / -21,9 2 -26 5H / 4 / (o,2 / 6, 4 / 19,8 / -21, 6 33 814 14 / 4,5 / 3,2 / 21,2 / -23.1 34 5H / 4 / 4,5 / 4.2 / 20.a / -22,1 35 514 /4 / 4,5 / 5,2 / 20,5 / -22,4 36 SH /4 / 4.5 / 6,4 / 203 / -22,1 3068 DR / 4 / 3,2 / 6,8 / 20,6 / -22,5 3080 DR / 4 / 3,2 / a.2 / 20,4 / -22,2 6068 DR / 4 / 6, 2 / 6, 8 / 19,1 / -21, 6 6080 DR / 4 / 6,2 / 8,2 / 19,4 / -213 6068 5,G,D, / 4 / 6,2 / 6,8 / 19,1 / -21,6 6080 5,G,D, /4 / 6,2 / 8,2 / 19,4 / -21,3 9068 8,G,D, /4 / 6,2 / 6,8 / 19,1 -21,6 9080 S,G,D, / 4 / 9,2 / 8,2 / 18,9 / -20,1 12068 5,G,D, /4 / 12,2 / 6,8 1/ 8,8 / -20,6 12080 S,G,D. /4 / 12,2 / 8,2 / 18.5 / -20.3 16068 5,G,D, /4 / 16,2 / 6,8 / 18,4 / -20,2 16080 8,G,D, 4 16,2 8,2 18,1 -19,9 16068 O,N, / 5 / 16 / I / 18,3 / -22,3 16080 0,H, / 5 / 16 / 8 / 18,1 / -21,9 18080 O, H, / 5 / 18 / 8 / 18, 0 / -21, 6 DESIGN LOADS: FLOOR LiVE LOAD(: 40 PSF ROOF LIVE LOAD: 20 PSF WIND VELOCITY: 110 MPH BUILDING EXPOSURE CATEGORY: B OCCUPANCY CATEGORY: 2 WIND EXPOSURE: THREE SIDES APPLICABLE INTERNAL PRESSURE COEFFICIENT: Gcpi = O,IB, -0,18 CONSTRUCTION TYPE: 58 CATEGORY 2 OF FBC 1609 I. CODES: 1.1 2001 FLORIDA RESIDENTIAL 4 BUILDING CODE 1609 W/ 2009 REVISIONS 1,2 2008 NEC ELECTRICAL CODE. 2, WOOD: 2,1 WOOD FRAMING MEMBERS: »2 SOUTHERN YELLOW PINE (UNLESS OTHERWISE NOTED), WITH A MINIMUM BENDING STRESS (F8) -1,250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 2,2 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED SECTION R320 PROTECTION AGAINST TERMITES R320,1 Termite protection shall be provided by registered termitfcides, including soil applied pesticides, baiting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction (see Section 202, Reglstered Termitfcide), Upon completion of the application of the termite protective treatment, a certificate of compliance shall be issued to the building department by the licensed pest control company that contains the following statement: "The building has receive +d a complete treatment for the prevention of subterranean termites, Treatment is In accordance with rules and laws established by the Florida Departmentof Agriculture and Consumer Services," R320,1,1 If soil treatment uaed for subterranean termite prevention, the initial chemical soil treatment inside the foundation perimeter shall be done after all excavation, backFllling and compaction is complete, R320,1.2 If soil treatment le used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed, R32OA3 If soil treatment is used for subterranean termite preventlon, space in concrete Floors boxed out or Formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil dfsturbance after initial chemical soil treatment, R320.1,4 If soil treatment le used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 mil vapor (retarder to protect against rainfall dilution, If rainfall occurs before vapor retarder placement, retreatment is required, Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or dfsturbing treated soil, R320.1.51F soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior Foundatilon perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of thee chemicals. 8320,1.6 If soil treatment ie used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior (concrete or grade within I foot (305 mm) of the primary structure sidewalls, Also, a vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping and irrigatlon/ssprinkler installation, Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. R32OA1 If a registered ter formulated and registered as a bait system is used for subterranean termite prevention, Sections 8320,1,1 through R320.1.6 do not apply; however, a signed contract assuring the installation, maintenance and monitorfrq or the baiting system for a minimum of Five years from the issue of the certificate of occupancy shall be provfd<ed to the buliding official prlor to the pouring of the slab, and the system must be installed prior to final builoiing approval, If the baiting eystem directions For use require a monitoring phase prior to installation of the (pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system, I 8320,1,8 If a registered ter'miticide formulated and registered as a wood treatment is used For subterranean termite prevention, Sections R320.1,1 through R320.1,6 do not apply, Application of wood treatment termiticfde shall be as required by label directions for use, and must be completed prior to final building approval. REAR LOT LINE I I I I 25 -0 ' III -0' I6� -0• SCALE: I" = 10' -0" 4 i� 30 -0" I z O F Uj I IH- z 0 � z V lU 0 y ll.l 0 O I z O a OL 0 1 4 O! V/ Q to Q lu T ♦ ♦I r I,' z w u gg L UU- :. r - N V tu lu vl O 0 . O 147 DATE: 4/29/2010 (2) 3 10 .1-3/4' FH -SMS INTO 2 1, BUCK SEE ELEVATION FOR ANCHOR SPACING. 3: u' TErwr7. zED GLADD $/4'T GLaee rxJO L. N3 CMa6 DOOR COYIPA -19 A-1616 CHART DW DL!DING GLA06 DOCp COI'IPARATIVt 1NALY916 C11.1RT FRAME DIMENDIOM DEDIGN LOAD CAPAGT'F9F FRAME DN1EN61WD DEDIGN LOAD CAPA 111 Q 0 - Qtu . 4 U! tu uxDTN (INCHED HE!GM (INCHED) p061TiVt NEGATIVE DATE: 4/29/2010 (2) 3 10 .1-3/4' FH -SMS INTO 2 1, BUCK SEE ELEVATION FOR ANCHOR SPACING. 3: u' TErwr7. zED GLADD $/4'T GLaee rxJO L. N3 CMa6 DOOR COYIPA -19 A-1616 CHART DW DL!DING GLA06 DOCp COI'IPARATIVt 1NALY916 C11.1RT FRAME DIMENDIOM DEDIGN LOAD CAPAGT'F9F FRAME DN1EN61WD DEDIGN LOAD CAPA 111 W.DT" rNCHEDJ HE'.GM (INCHED) FOBITVE NEGATIVE uxDTN (INCHED HE!GM (INCHED) p061TiVt NEGATIVE loo -v4' u u u u bin lM.l bi/ bi4 99.9' 4i K I 61.1 4! 49 4D u bD 60 45 45 1St -iv' 131 4D.! 4e.9 :52 -v4' 65.3 6s.3 61.1 D.1 TsvY Q�QB �u z 2 zLL LL RI, � 2_ z1 f E $ I A Alp ��o z STRUCTURAL NOTES: DESIGN AND MATERIAL CRITERIA: THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT ADDITION OF THE FLORIDA BUILDING CODE (FBC), AND THE AMERICAN NATIONAL STANDARDS ANSI A 58.1, 1982, ALL WORK PER RESIDENTIAL FBC 2001 4 CHAPTER 1609 OF BUILDING FBC 2001 W/ 2009 REVISIONS, This structure has been desfgned in accordance with the 2001 FBC and FBCR with 2009 revslons and Chapt, 6 of ASCE 1 for 110 mph (3 Sec. Gust) wind velocity, EXP, I B I Iw= 1,0, OCC, CAT, 2 INT, PR, _ •/- 0 ,18 G Cp,I, DAVID NORRIS ENGINEERING 112 COLEMAN RD, WiNTER HAVEN, FL 33880 L > (863) 299 -1048 C� FL P.E, "32186 C,A, 0 6283 �.., . SHEET OF TWO JOB* 2010 -048 PDART�AL WE PLAN