Loading...
WS-10-1630Inspection Number: I NSP- 153846 Scheduled Inspection Date: December 06, 2010 Inspector: Bruhn, Norman Owner: HUNTER, MARK Job Address: 1245 NE 93 Street Miami Shores, FL Project: <NONE> Contractor: PLAN ART ASSOCIATES,INC. Building Department Comments INSTALL 2 NEW KITCHEN WINDOWS Passe W Failed Correction Needed Re- Inspection Fee December 03, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -9 -10 -1630 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (917)604 -8328 Parcel Number 1132050270070 Inspector Comments CREATED AS REINSPECTION FOR INSP- 151138. Not ready NB Phone: (954)566 -3100 Page 17 of 25 Nov 231003:15p Bari National ■pr 03 10 0912a T &N Master Builder Inc. tS LC uy,LU•lu Vt:LUY ACIOirepr w STATE FARM INSURANCE CHRISTINE ALTIERI,AIGENT 11331NEILAND RD BUFFALO GROVE. IL 60019 mom BARI r1AYIGNAL BUILDER INC OBA PLAN ART ASSOCIATE 62414 LANE STREET NIUNDELER4,1L NOW CDVERAGES 1ieE *mot Os ■ISU ' L L 'TED : Y w►vE SEEN ISSUED TO THE OiSILNIE0 NAMED ABOVE FDA DIE Pdt1CY PEa OOlNO1CATit . ROM S' Y4STAMDW D ANY REQUIREMENT, TERM DR CONDITION Of ANr CCN1ArtCT i *l OTHER DOCUMENT WiT11 RESPECT TO WHICH THE id'.IiT1F1CA11: HAY BE ISSUED UIL. Ray WOW tle- OIStIPAMICEAP? RA11 C011YTHEPOLIOESOE- CRIREDHERMANISalASECfTO 1` THE16ttA % EXCLuMORS AND CONaTIONS OfSUCtt rauCIES.ACGREGNTE UAITSSHOmet HAY M PJ AVE I RL�u ! Uu v P »1CIJMIAS rut= swistr u me 5FItl5ukv rE£ G 6NTJ.AL unitt. IY l Nan EnCrtL MASSA LABILITY ~ CLAMS LIMA [1 ucCtrN crnein rd:Lfl C.►1 NMI *WI IV: ►RIC POLICY I Iy LOC UTt>1tNN6AltY /My AUTO X AU. VANED AVMS X sasttutA I Am©s MED ALMS NOIHOWNE5 AMA OAS uA4Bn ASV ALflO 1 IIEOUCTBLE •NETtNvs N L rroinwesconvessexas Aso bMYLOrtacr LIAMILIF aNY PRONSETQit9'A4T1CRda CU?1vS tblandramay ll '- aONCCAndrsobetAr.w0oen L � 1, P54 4104116000 se1.) Ott at. 0l CERTIFICATE oii= u*BILnY INSURANCE rss AVReiLA HABot►TY 03 x1.i1Ca51 ` - J aim 5most 83XE - 60034 511 4332025.s ihAVATA U6LY+tii HAMM 6Ma1+0 »111121110 7J96020i1 2ri61201t7 TJ AW%1 1r snen11ONofcosts ICa®ILOt:Anowtts LLi51EMGJ} 6iDAS4ZOE0 SvIDO.rSCM ♦ROW8ION5 CeFITIFICATE 1Ot.0E ADOD'ITJOi .L. Missing* FORE,S'Y CITY EPiTERP*ISES, 5tlC INRAVIessaILLV Aviik AS pOI19 MIMEO IVE AGENT FOE IITSSI ji0 ITS SUBSIDIARIES AND SAFFILIATE FORkS' (MGM COADIENGLAL MANAGEMENT, INC; THE VILLAGE. AT GULFS11REpAS PAR; u.4 PC EM PSTBTJIIU PARit MG. AGO 25 I2O011/00 DIMi1IILIDDITTYY) 2/29(2020 THIS CERTIFICATION iS ISSUED AS A NuarrE OP _ Tfoi ONLY .DFR. THIS � CAT RIGHTS NOT WEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE 04,155.14 A. s+ au faun sir.A*eemadkyCtwapany25 INByt$5 $ it sawn Fannsbbr sea eiiYd01 C APIU AY 5 :hfvY 934517- 1eC•464 24611010 ME/2W lixcl4 s 41,000,0110 S loo � ... . _.. .. wow, ow, eiNetiftein) Pfl►LSINUL a MOW MUM S dreierrn1. ri3sreGnTE AMI LLATIOtr 9542185370 1847 388 -3061 5 aiwuucrn.ra><wrrr min a 4.1300,000 1 4.13oo.00o citsosinti S1$r.L4 taw Ib0 n4doi11t 50011 T ININAT INN pawl YGt1Lr MOM' 11'at 11:4■4 PaDrCkTY I%AatwGS tPkr 3osit�9 5 Ss At,C s IT}ttll Isms AGII S ffACMtr:ctoaltiara 1 5 a *AMMAN • EAACL A1fTOOf .Y: AGGRCanTF }tl OJH M SAM PI 61. &nun AL'aw F 52- =CAM- eAEMPLDVE EA. INTENSE -pow" trier • HAIG 0 p.2 p.1 1 2.000.000 $,0170,000 S a 500, s S00.000 5508.006 /new sitar oF Toe mien UASEXIMaa MOucIILLU( CANGrJ .1Fat/EFOFoTN1i atom= N Dept nacos: rwR U,i6W/O MIsunsnybLb F.M trzsvO4Tt►YAU- ,� n i N arm, Illnek ftt 151E MATNA AS'S MOLDER MAMEO TO The PFT.NUTrIA.WIE 'o MOO *mum Itsnuea0 tunstu1 YtM ' wart w , w uUI+i 1 111*a5 451 EI. 1 15 AWAIT aN wrarnearwtma. stieststani FEY AFC • 1 1818.2009 ACORD CORPCRMTiON. All Fiats s ttonerved. Ths * ORO aaata, and L4y4 miswrite' Wrath..af ACORD 106 1328+8 -3 04.6u,4006 OI) 46. 1Wilt -- a BUILDING PERMIT APPLICATION FBC 20 JOB ADDRESS: 2-45 1\\ . q3 Y d S Address: s3 ) 1\1 E ,S+ . Type of Work: :Address Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 SEP 1 3X010 Permit No. VC 8 2 - 1`40 Master Permit No. JJ CC 1 O 1 (*O Cf. Permit Type: BUILDING 1f OWNER: Name (Fee Simple Titleholder): ( 1n r O IL fI U f te.Y' Phone #: , ' 1 5L - 1 '1<A-1-- Address: 12-45 NNE . 18 ra S'r • City: M I c t J t S b Q re S State: -1' i O Y 1 d CI Zip: 33 Tenant/Lessee Name: N I Pr Phone #: Email: City: Miami Shores County: Miami Dade Zip: 138 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: - Plan 1'I Y� W GC n i 1 nc Phone #: q5 u — LPL) LP - 42 2L o Cit Loud e rd 0) l L State: ¥ I 0\(1 cI Q Zip: 1/431/43.5 0 8 Qualifier Name: 5c 04 Phone #:q5 - *NU - 2 7(ya State Certification or Registration #: C . C C C � (5 0 1 Certificate of Competency #: Contact Phone #: 0 Li LO Email Address: DESIGNER: Architect/Engineer: S r () In P I C+ S - Phone #:q5y -- L053 -2(4.4o Value of Work for this Permit: $ 00 - O 0 Square/Linear Footage of Work: ,Alt tion :New :Repair/Replace :Demolition Description of Work: � � n S-rci.)) 2- fe IJ\J ∎�Cr) e p nCI O1J\)S COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ - `\ ,c Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature gri Owner or Agent The foregoing instrument was acknowledged before me this /0 day of m 20 10 , by Mark D • `rp�vr s who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC• Sign: Prim. dal A, r � : ,►�YPti� JENNY JOHNSON - SARDELLA My Commis xpires: • MY COMMISSION # DD907551 ' r APPROVED BY - ��j ' • Vie:// '0 ° Plans Examiner (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09Xrev6 /4/10) Structural Review Contractor The foregoing instrument was acknowledged T, be edged before me this 9 day o 2 e 20/6 , by 2 C CS'/ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: t ` itfa * * MY COMMISSION # DD 920459 • EXPIRES July 14, 2013 m EXPIRES: August 27, 2013 �,q OF�FLp� Bonded lin Bug ' Services 14(7 18-0153 &, Y, Y, Y, Y9t****x 4e4tYe* eYoYda ***k,Y*****de,Y***4a,Y,h,Y********* Br*** Rk**** ah*****k ik ,lad4,Ysk***dt ****** irde ,Y,Yek,b,Y&,Y****koY4e***** Zoning Clerk Opening width (in) height (in) Area (ft^2)Area (ft^2) GCp (positive, 4&5) GCp (negative, 4) GCp (negative, 5) P positive P negative P positive P negative Windows 1 5.0 38.4 3.4 0.9 1.00 -1.10 -1.40 49.0 -53.0 2 33.1 50.6 18.7 6.6 1.00 -1.10 -1.40 49.0 -53.0 Component and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7 -05 w/ mean roof height <20 ft Client Location Date V (mph) 146 Wind speed Fig 6-Ib, pg 37 I 1.0 Importance Factor Building Category II Table 1 -1 pg 4 Exposure C Length of Building (ft) 80 Width of Building (ft) 56 Mean Roof height (ft) 18 Kz 0.88 Table 6-5, Case 1, pg 60 Kd 0.85 Table 6-6 pg 61 Kzt 1 Fig 6.2 pg 39 pitch of roof 4/12 theta 18.4 degrees 1.0 Reduction factor for slope of roof qh (paf) 40.92 Velocity Wind Pressure ® mean roof height GCpi 0.18 -0.18 0.55 -0.55 See Table 6-7 pg 62 al 560 10% of width 1 a2 10%ofwidth2 a3 .2 0.4«mean roof height End Zone distance . 6 .. )TrAaERVAl NOV 1 2 MO. Simon Architectural Group 124 NE 93RD STREET MIAMI SHORES 11/01/10 P,= gh.(GCp - GCp I) Zone 4 Zone 5 Unbreached Unbreached Miami Shores Village SUBJECT TO COMPUANCE WITH ALL FEDERAL. STATE AND COUNTY AND REGULAT10103 November 1, 2010 City of Miami Shores Building Department Ref: 124 NE 93` Street Please note the following changes on the plans: • The existing windows at the kitchen will be replaced by new ones. Please review the attached NOA and refer to the floor plan for wind pressure calculations. • The concrete block walls are existing are existing to remain. Should you have any questions or wish to discuss the above further please feel free to contact us. Sincerely, Arcrt t. ctura1 Groin 1 N.E. 32nd Street Ft. Lauderdale Florida 33304 P :954566.7294 F:954.566.32% APPENE IX 3.-D * TABLE 11B, MINIMUM REQUIREMENTS (See Mae 1) AU Climate Zones - .- . ---.--- - - - - - --- '- _ _ BUILDING COMPONENT PERFORMANCE CRITERIA . . .. .. .. INSTALLED VALUES: .. . .. . .. . • I I I U-Faclor = 0.65 , U-Factor = Windows 300 b It 2): 1 SHGC = 0.35 SHGC' i .. Exterior d or t• :c I Wood or insulated 1, Type: Walls - E t. ar : Adj. (see Note 3): I • = , Frame R-13 R-Value : !Mass See I s I! 3) , 1 .•• • Interior I w. I : 1 R-6 I R-Value = i i ' Extort° of v i I, 1 R-4 : , ! R-Value = Electric re sIsA 1:•!s heel t§ee Note 10) ,........ . . ,...... _ .. . .. .. 1.1) . . .... . ....... ....., Ceilings ( vsel i:iss 3& !_•hil=30 _ 1 R-Value - _ Floors: gab :11-grade No requirement I R-Value = Wel i rconditioned ice_s Note 1)___ _ _ !, • Hot wate sys it r (storage type) . . . Sewell (se. sbte 5): 1 40 gal: EF = 0.92 ! Gallons = : • I 50 gal: EF = 0.90 I EF = • j Gas fir id (s ! 3 Plate 6): 1 40 gal: EF = 0.59 I Gallons = 51:1_01: EF = 0.58 I ! Air oondi onli !! • • •stoins sLte Note 7) SEER = 13.0 SEER= = 78% 1 : = ._... . ... .. .1 Heat pur p s) i Eris (see Note 8) , SEER = 13.0 HSPF = 7.7 i S Gas hen ices 1 AFUE :.= 1 Oil fuma sis _ . ..1,AFu=71394 AFUE . . ... ..__. . : Program nab illisrmostat (see Note l n, I Must be installed on all HVAC systems. 1 Installed? Yes No Duotwor : (si i idste 9) T ; Lo t c .l a nc tio o n n : ditioned apace Uncor litio 0 space' R-6. TESTED , R-Value = Conditio red • :ace NA Unver led i i lu assembly per R806.4 with in 'Wean at the roof plane , R•42 I Test report: I ! Conditioned space • • • j R-Value = • • • ' (No test report required) _ ! ! !!!!. ! • !- Air Haru kat I i don: , • Uncond lam : attic or garage Requires test report 1 Location: • • Condit( led • kice or ; Test report: 1 Unve fled :9: assembly per R806.4 with ins utatlon at ft e rootplane j(o duct test required , .... ___.... (1) Eac cot it.nent present in the As-Built r ome must reel or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwlse tlett iJ A compliance must be used. (2) Win iow 3 id doors qualifying as glazed enestratior areas must comply with both the maximum U-Factor anti the maximum SHGC (Solar Heat Gain Coefficient) criteria and hal e al 1 ramum total window area equi I to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions A RI : Iluare feet (56 m or less thy have mairnum glass to CFA of 50 percent. 2. Renovations with new windows under 2 toot overhang whose lower edge does not ext nd tither than 8 feet from the overhang may )IV 3 tinted glazing or double-pane clear glazing. Replacement skylights installed in renovations shall be double paned or sing e pa , ni with a diffuser. (3) RA due a it for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall" requirement (R-6) must b rut 1 if at least 50% of the R-1 insulatior value required for the "exterior of wall" is installed exterior of, or integral to, the wall. (4) Atti .: kn t nails shall be insulated to sane level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board r ail ktrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For Mtn . electric storage volumes, minimum EF = :.57 - (0.00132 * volume). (6) Fot oth. . 'aural gas storage volumes, - linimum EF . 0.67 - (0.0019 ° volume). (7) Fen all r ; units with capacities greater thin 30.000 Btu/hr. For Small-Duct, High-Velo;ity units, Space Constrained units, and units with capacities less than 30,001 Btu r see Table 13-607.AB.3.2A of the Florida atilding Code, Building, or Table N1107.AB.3.2A of the Florida Building Code, Residential (8) Fo alit :nventionai units with capacities greater thin 30,000 Btu/ht For Small-Duct, High-Velocity units. Space Constrained units. and units with capacities less than 30,00) Btu i r see Table 13-607.AB.3.2B 01 . he Florida .ivilding Code, Building, or Table N1107.AB.3.29 of the Florida Building Code, Residential (9) All duct ar d air handlers shall be either located in xnditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. 'Substantially leak free" shall mean distrit Alai mitem air leakage to outdoors to greater • ban 3 dm per 100 square feet of conditioned floor area at a pressure differential 01 25 Pascal (0.10 in. enc.) across the entire Ur d :tri)ution system, including the manufactto el's air handier enclosure. Exception: New cr replacement ducts installed onto an existing air distribution system as part o an. : r don or renovation. Such duels shall either be insulated to R-6 or be installed in conditioned space. 10) 11 e pr iithion on electric resistance huat and the requirement tor programmable thermostats do not apply to additions. renovations, and new heating systems installed in exit ting :uildings. ,.. .._ ..._...._______......._.......... ... TAB X 1 .fa MINIMUM REQUIREMENTS FOR ALL PACKAGES Exist ar ..ti lis & Cracks - Ni - i06 - .AB -- .• 2 . To te caulk ek ,weather-stripped or othanvise seated. ,__; C CCIVI , ON : ‘I Ts__ _ _ REQUIREMENTS -_. Estes or 4 !Kiwis Doers _ N11CS.Nil. • .1 1 Min ;3 cfrn/sq.ft. window araa; .5 cfmisg.ft. Floor srea. ; X . : ; NTA - 1 Sole !Ire .11k3tes N1106.AB.1 2.1 Soktplates and penetrations thro ugh top plates cf exterior walls must be sealed. . i - 4 Req , a.ec i !1111tiaa _ • 7 N/k 1 Multi :tory :9.1SCIS 191106.AB. I 2.5 Air sealer on perimeter of floor cavity between floors. 1-- Ex) aust lens vented to unconditioned space shall have dampers, except for cornbustion devices with integral . . ..._. . .._ .. 2AE .3 Comply with efficiency requirements in Table NI ^;12-AB.3. Switch or dearly marked circuit breaker ecc or cutoff letri I! Nv/A 1 1 EXh3 le I 1 ns N1106.AB. 1.3 ear Efifixta119Mark• .._.. .. : . , Wall I Hs ‚cis N must beprovided. External erbtfilkfrtheat trap recatirad for vertical plpensers. •• i is %NM & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas ' 1 1 SWiT i min , F cols & Spas N1112.AB .3.4 I sec f. pool heaters must have minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum , NA 4' - -I 1.tiot q.41( Fo _ N1112.A11.5 tInsuletiontsrequired for hatwatercequietingsystamegrictaffing hear recovery units). . X. ! t 5)10 ter I i i!.c Is N1112.Ail 2.4 _l_pf ,y■r How must bis restricted.jone store trien2.".gattonsperininuts at90!!!!ka.!!!!! 1 Al d.icts. fillings, mechanical equipment and plenum chambers shall be mechanically attached. sealed, insulated I x I Hifi C D i t Gomstruction. N1110. g El I an 1 nstalled in accordance with the criteria of Section t91110.AS. Ducts in attics must be Insulated to a minimum of i ": I 1 inst alio 1, installation I R-3. , X • HV, C C i fir N1107.A 3.2 i Separate readiaccessible manual or automatic thermostat for each system. 13- ).2 • 2007 FLORIDA BUILDING CODE-BUILDING Opening width (in) height (in) Area (ft^2) Area (ft^2) GCp (positive, 4&5) OCp (negative, 4) GCp (negative, 5) P positive P negative P positive P negative Windows 1 51.0 37.0 13.1 3.4 1.00 -1.10 -140 45.0 -49.0 2 51.0 37.0 13.1 3.4 1.00 -1.10 -1.40 45.0 -49.0 Component and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7 -05 w/ mean roof height < 20 ft Client Simon Architectural Group Location 124 NE 93RD STREET MIAMI SHORES Date 11/01/10 V (mph) Building Category Exposure Length of Building (ft) Width of Building (ft) Mean Roof height (ft) Kz Kd Kzt pitch of roof theta qh (psl) GCpi al a2 a3 a Wind speed Fig 6-1b, pg 37 Importance Factor Table 1 -1 pg 4 P.= gh. (GCp - GCp I) 140 1.0 B C 80 56 18 0.88 0.85 1 4/12 18.4 degrees 1.0 Reduction factor for slope of roof 37.62 Velocity Wind Pressure @ mean roof height 0.18 -0.18 0.55 -0.55 See Table 6-7 pg 62 5.60 10% of width 1 8.00 10% of width 2 7.2 0.4'mean roof height 5.60 End Zone distance Table 6-5, Case 1, pg 60 Table 6-6 pg 61 Fig 6-2 pg 39 Zone 4 Zone 5 Unbreached Unbreached Wind Pressure.xls APPENE IX 3-0 ' TABLE 1111, MINIMUM REQUIREMENTS (See Note 1) MI Climate Zones BUILDING COMPONENT PEFIFORMANCE CRITERIA . __ .. .. . INSTALLED VALUES: ---: . _ ; - ; u-Factor = 0.65 ; U-Factor = Windows see 1 rt 2): SHGC is 0.35 ! , SHGC i t 0f = . t - I % 01 CFA < c F .16% ... . ..._......... ____ .......... .... Exterior d or t• :e ;Wood or insulated i Walls - E: t. ar : Adf. (see Note 3): i . : Frame R-13 ; R-Value = i Mass see I >.t; 3) ; I: -, i R-4 ; R-Value = Exterio of v 7 Interior 1 w. I : ! R-6 Electric rt siste 1:4 heat (See Note 10) I Not allowed ; • • 1 Ceilings ( me I ttras 3 & R=30 4)._ I R-Value = Floors: Slab :n•grade No requirement I R-Value = • Wel r r conditioned skaces (see Note Q : R-13 .. f • 1 Hot wate sys rr E. (storage type) • ! Goatee (set ‘Mte 5): ! 40 gal: EF = 0.92 Gallons = I 50 gal: EF = 0.90 I G = : i I Gas fir mi (e , r Note 6): t 40 gal: EF .-= alL 0.59 1 c i 50 : EF = 0.58 _ _ I Air condi or& ; rl•stems (see Note 7) 4EER= 13.0 4 = I Heat pur p IA i ens (see Note 8) i SEER I SEER = 13.0 ! HSPF = 7.7 i HSPF = Gas lum ices AFUE = 78% AFUE = i f Oil fuma as AFUE = 78% '1*- ; AFUE •• • Program nab 1 th>rmostet (see Note 10) Must be installed on all HVAC 6/616Ms. I Installed? Yes No ___ _ •••.. ••• •__•••_•_•.••••••••_•__••_ , Duotwor : (sr t ibte 9) : ! Location: Uncor itio ■< space 1 R-6, TESTED ! Unconditioned space • Conditio led • :ace ! NA ; R-Value = ! Unver led ; t kt assembly per R806.4 with ins 'teflon at the roof plane ! R•42 Test report: I Conditioned space 1 ! • ; R-Value = 1 -.-...- ! Air Had ter I r Linn: Location: Uncond font : rite or garage 1 Requires test report I • • Condi* led ; mme or ; Test report: L Unve Ied :t assembly per R806.4 with int utation at It e roof plane i No duct test required . (1) Eac cot i rq tent present in the As-Built I ome must net or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwise /lett 1 i A compliance must be used. (2) Win low a id doors qualifying as glazed enestratior areas must comply with both the maximum U-Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and har e a !minim total window area equt I to or less titan 16% ot the conditioned floor area (CIA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions af 61 ; ..quare feet (56 m or less int' y have mallmum glass to CFA of 50 percent. 2. Renovations with new windows under 2 foot overhang whose lower edge does not ext nd 1 ither than 8 feet from the overhang may hava tinted glazing or double-pane clear glazing. Replacement skylights installed in renovations shall be doublepaned or sing e pa rd with a diffuser. (3) 11-1, due alrfor Insulation material only as applied in accordance with manufacturers' installation Instructions. For mass walls, the "interior of wall" requirement (R-6) must 11 inc r..• c apt if at least 50% of the R-1 insulatior value required for the "exterior of walr is installed exterior of, or integral to, the wall. (4) Atti .; kn 1 %ails shall be Insulated to sane level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board r ail I Kt rier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) Fol OM • electric storage volumes, 'Moneta EF = Z.57 - (0.00132 ' volume). (6) Fot oth • , atural gas storage volumes, '' rinimum El = 0.67 - (0.0019 ° volume). (7) Fat all c :lientional units with capacities greater thin 30,000 Btu/hr. For Small-Duct. High-Velocity units, Space Constrained units, and units with capacities less than 30,001 Btu . r seta Table 13-607,AB.3.2A of i he Florida Jkliding Code, Building, or Table N1107.AB.3.2A of the Florida Building Code, Residential (8) Fo ail r : nventional units with capacities greater than 30,000 Btu/ht For Small-Duct, High-Velocity units. Space Constrained units. and units with capacities less than 30,001 Btu 1 e see Table 13-607.AB.3.2B ot he Florida .3oilding Code, Building, or Table N1107.AB.3.2B of the Florida Building Code, Residential (9) All duo ; ar d air handlers shall be either located in xnditioned space or tested by a Class 1 BERS rater to be 'substantially" leak free. "Substantially leak free" shall mean distrit rho' ivstern air leakage to outdoors io greater • tun 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire tir d 3)1131dion system, Including the manutactui er's air handler enclosure. Exception: New cr replacement ducts installed onto an existing air distribution system as part 0 an, : c i ion or renovation. Such duds shall eithar be insulated to R-6 or be installed in conditioned space. 10) 11 e pr tibition on electric resistance huat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in exit brig :timings. r i TAM 3.2 nalhfilitiksiiiiiiiiieviEX inFOE .1.P i 1 6oss Km .. XTS SECTION r REQUIREMEN CHECK 1 ......1110S.N5.L2..... Teta oeutiteO tioather-stripastiar otherwise sealed. ; N/A 1 aunt fans vented to unconditioned space shall have dampers, except for combustion devices with integral exraust ductwork. Comply with efficiency requirements in Table Nl't12.A13.3. Switch or dearly marled circuit breaker aloe 0481 or V I klows & Doors N1106.AB.: .1 MO> .:Icfm/sq..ft . window area; .5 cfmtsckli. door area. N Sole_plates and penetrations through top_plates ride Tc Istes 1106.AB.1 2.1 exteriorwalle be ***- Rees was igliting N1105.AB.1 ga age IC rated wiltno penetrations lternatives Multi Amy :closes N1106.AB.12.5 Ak >order on perimeter of floor cavity between floors. Exhz 1st! 7 no N1108.AB.I.3 N1112.AE.3 ;Watt He ars ..113.4.0.61uslt;:"__Pf_ _ giC: lloat tr.a_RfeRifirel vertical 21P9.. risers. Spi, 3. pool heaters must have minimum thermal efficiency of 78%. Heat pump pool heaters shalt have a trio or cutoff arnea. Gas minimum ! N/A I ; insulated x minimum of Swk ; F tds & Spas 1 _ 11 9.1 Ya!f F1999 _••_ • • ••_• •._ • __ Hy/ C D Constmction, N11110.t13 inst alio 1 Installatim 1 . 4 :11 0 71‘ 32 ; 13- )2 • Spats & heated pools must have covers (except solar heated). Noncommercial pools must have a pump N1112.AB.: .3.4 CC Pof 4.0. . --- ---- ---- - l a a u l a t i o n t s m u i r e d for hot water circulating_systesslinclurfing heat recovery TIN._ WrIstflow must be restricted to no more then 2.,59allone.per.minute 61.8.0..palg,_ Al d lets, fittings, mechanical equipment and plenum chambers shall be mechanically attached. sealed, an f nstalled in accordance with the criteria of Section N1110.AS. Ducts in attics must be insulated to a R-5. Sc palate readily accessiOlomarmal Or auyfinatic themlostat fur each system. I X ' 2007 FLORIDA BUILDING CODE-BUILDING Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT . 1 SUBJECT TO COMPUANCE WITH ALL FEDERAL 1■ [ =feesiwcfititEs AND REGULATIONS 40 WE 3 MIAMI DADS COUNTY BUILDING CODE COM PRODUCT CONTROL NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. SH08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", sheets 1 through 6 of 6, dated 04 /02/08, revised and dated 03/04/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been uilding code negatively affecting the performance of this product. will occur after the expiration date or if there has been a revision or change ufacture of the product or process. Misuse of this NOA as an endorsement of ing or any other purposes shall automatically terminate this NOA. Failure to co w', : y _ hon o �" a ' NOA shall be cause for termination and removal of NOA. NOA number preceded by the words Miami -Dade County, Florida, and date may be displayed in advertising literature. If any portion of the NOA is hall ne in its entirety. INSPECTION: A copy o this entire NOA shall be provided to the user by the manufacturer or its distributor$ atitO X411 be available for inspection at the job site at the request of the Building Official. This NQA revi*s ilV4 Nu. f18:1-0e0.03 and consists of this page 1 and evidence pages E -1 and E-2, as well as of prov t d *c4mnnnpaiioned above. te$ reviewed by Jaime D. Gascon, P. E. SEP 1 3 2010 M IAMI - DADE COUNTY, FLORIDA ETRO -DADE FLAGLER BUILDING T FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 - 1563 305) 375 - FAX (305) 372339 www.maimidade.Gov/buildingcode NOA No. 09- 1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 -01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Window ", dated 04 /02/08, revised and dated 03/04/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08- 0219.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08-0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and FBC -2007, prepared by manufacturer, dated 12/22/07, signed and sealed by . Francisco Hernandez, P. E. Complies with ASTM E1300-02 (Submitted under previous NOA No. 08- 0219.03) D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). •• ••• • • • • • •• • • • • • • • •• ••• •• • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• •• • • • • •• • • • • • • •.• • • • • •• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • :• .• • • • •• .• • • E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 Sunshine Windows Manufacturing, Inc. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated December 08, 2009, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of no financial interest, dated February 6, 2008, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No.08 -0219 03) 3. Laboratory compliance letter for Test Report No. FTL -5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08- 0219.03) 4. Laboratory compliance letter for Test Report No. FTL -5253 issued by Fenestration Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08- 0219.03) G. OTHERS 1. Notice of Acceptance No. 08- 0219.03, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000 Aluminum Single Hung Window - L.M.I.", approved on 04/24/08 and expiring on 04/24/13. • ••• • • • • • • • • • • • • • • • • • • •. • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• • •• • • ••• • • E -2 Jaime D. Gascon, P. Chief, Product Control Division NOA No. 09- 1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 DESIGN PRESSURE CHART - PSF SERIES-2t100 ALUMINUM SINGLE HUNG IMPACT RESISTANT WINDOW WINDOW ANCHOR DISIGN DIMENSION SCHEDULE PRESSURE PSI WIDTH HEIGHT PER AANND1 PER JAMB EXT. g 19 1/8" 3 90.0 90.0 26 1/2" 3 90.0 90.0 37 28" 4 3 90.0 90.0 53 1/8° 6 75.0 75.0 19 1/8' 3 90.0 90.0 26 1/2" 3 90.0 90.0 37° 38 3/8 4 4 90.0 90.0 53 1 /8" 6 75.0 75.0 19 1/8' 3 90.0 90.0 26 1/2 3 90.0 90.0 37° 50 5/8' 4 6 90.0 90.0 53 1 /8 6 75.0 75.0 19 1 /8" b 3 75.0 75.0 26 1 /2" 3 75.0 75.0 37 4 7 75.0 75.0 53 1 /8 6 75.0 75.0 19 1 /5" 3 75.0 75.0 26 1/2" 3 75.0 75.0 37° 74 1/4 4 8 75.0 75.0 53 1/8" 6 75.0 75.0 • •• • •. •i • • • • •• • • • • • ••• • I••• ••• ••• • ••• • ••• • HEAD ANCHORS SEE CHART •••• ti- 1 I 10 "MAX. • • • •• • • 'd' •••• • • • • • • • • •• •• • • • • • •• • • • •••• • •••w • • • 16 •••• 0 0 •••• • ; • • • •• • • • •• . •••• ••• • • • •••• Timm, ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: TEST REPORTS FTL -5252 AND F1L -5253. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. MUM- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW 'ADDUCT RINSED iawmplytng with Ms Plaids 4� Code O 0 5 w 13 Division 12 -8 -641 FRANCISCO HERNANDEZ FLORIDA PE >4 51393 an•n 9n RF Wes 04 -02 -06 eaates 1/2 " =1' Revision' 12 -g-09 RMtlau DRAWING NO. SH08 -01 SHEET 1 OF 6 • • • • • • • • •• • • • • • • • • • • • 1 • 1•• ••• •• • ••• • ••• • • •• •• ••• • • •••• • • • • • • • • • • • • • •••• • • • • •••• • •••• • • • •• • ••• • • •••• • • • 2 1/2" MIN. 2 1/2" MIN. • • • DETAIL Al • • • • • ATTACHMENT TO MASONRY GLAZING DETAIL 3/8' GLASS BITE (MINIMUM) 0.090' DUPONT BUTACITE PVB 1/8' HEAT 1/8" HEAT STRENGTHENED STRENGTHENED SILICONE PECORA 895 TYPICAL ANCHORS 1/4" TAPCONS 1 1 /4" MIN EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) TYPICAL ANCHORS 1 /a" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL A3 ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL. OR ALUMINUM 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS IMPACT RESISTANT WINDOW DETAIL A2 ATTACHMENT TO WOOD SMS 1,1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) PRODUCT RBV65D as complying with the Florid* MIS* Code a_ s tc 2�D� TYPICAL ANCHORS 12$-0•( FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pkwo NoNab, PNMda 77012 Ph: (788)384 -9052 Faoa(305)825 -5118 Dram, RF Date: goof.; 1 2 =1 Ravtaba 12 -8-09 Rwlatom ORAW102 N0. SH08 -04 SHEET 2 OF 6 • • • •• • • • • •• • • •• • • • • •• N •• • • • • • 1••• 11••• • 1••• • ••• • ••• ••• • • •• • • •••• • • • • • • •• •• • • • • • • • • • •• • • •••• • • • • • • • • •• •• • • • •••• • • • TYPICAL ANCHORS 1/4' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL C3 ATTACHMENT TO WOOD DETAIL C1 ATTACHMENT TO PRECAST SILL 1/4' SMS 1 1/2 MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) TYPICAL SILL SECTIONS TYPICAL ANCHORS DETAIL C4 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8' MIN. THICKNESS) IMPACT RESISTANT WINDOW DETAIL C2 ATTACHMENT TO MASONRY 1/4' SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) TYPICAL ANCHORS 1/4' TAPWNS 1 1/4' MN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METALUC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER 10 SHEET 1 OF 6) ('1 -8 -cot FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pales FPa>sah, Nelda 33512 PM (305)354 -9862 F..(385)828 -5118 �., B RF Dates 04 -02 -08 1•• 1/2' =1' RMttees 12 -8 -09 0845540 NO. SH08 -05 SHEET 3 OF 6 • •• • • • • • • • •• • ••• • • • • e • • • ••. • ••• • ••• • a•• • • • • • • • •• •• •• •• • • • • • • • • • • • .•• • • • • •••• • • • • a• • • • • • • • • • • • r,.r• (SEE DETAILS A1, A2 AND A3 ON SHEET 2 OF 6) 0 0 (SEE DETPJLS C1, C2, 03 AND C4 ON SHEET 3 OF 8) VERTICAL SECTION 0 WINDOW WIDTH HORIZONTAL SECTION VERTICAL SECTION WITH TOP LOCK IMPACT RESISTANT WINDOW 0 (SEE DETAILS DI, D2 AND 03 ON SHEET 4 OF 8) PRODUCT REVISED as= plying with the Florida Molding Coda _ , PoP:oplanco No ‘J 4 - 4. 4 EO 1 _ to - - .oq FRAN � 5 E 0 D ate: • ��RF Barre 1 Y et RAP= 12 -8 -09 9: 09Awa19 N. SH08 -02 SHEET 5 OF 6 — • — • • • , • • • • • 1.312 • r, i 0.812 2 . K 0.304 0.812 2.12s 1 KJ I 1.250 —.I 0.'86 p 0.780 GLAZING BEAT SWW -101 6063 -116 tRAME HE/6 WI M 8083 -25 • • •• • • FRAME HEAD MEETING HAIL SW -015 6083 -75 • • • SW52101 0.937 FRAME SILL 1.525 2.127 a I 0.062 2.314 2.000 8063 -15 0.000 1.878 I SASH - I 0.812 TOP SW -017 6083 -75 -� 0.050 (— RAIL 5 SW -017 2.076 ----I FRAME SILL SW -52101 8083 -75 SASH TOP RAIL 2.275 FRAME JAMB SW -011 8083 -15 2.700 IIT SAS — Luso --I 0.062 0.892 0.1870 II 1.000 1 0910— SASI4 6063 0.050 SIDE RANI —T�5 0.719 1324 SASH BOTTON RN PLASTIC KOCETAL K300 SW -43353 1.000 8063 —T5 RAIL ITEMS PART9 HEAD. DESCRIPTION MATERIAL 1 SW -014 1 FRAME HEAD 6063 -75 2 SW52101 1 FRAME SILL 8063 -75 3 SW -011 2 FRAME JAMB 8063 -15 4 SW40111 1 MEETING RAIL 6063 —T5 5 SW -017 1 SASH TOP RAIL 6083 -75 6 SW43355 1 SASH BOTTOM RAI 6083 -75 7 SW82028 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6083 -75 9 SW—AS AS REO ASSEMBLY SCREWS d 821' PH PHILUP CRS 10 SW8202A 4/VENT FACE GUIDES NYLON 11 SW43353 2/VENT LATCH BOTTOM RAIL MASTIC 12 SW1820 AS ROD SEAL PILE FELT 13 SW3257 AS ROD WEATHER STRIP BULB VINYL 14 — AS ROD SIMONE DC- 889/0E -1200 15 588101 AS ROD GLAZWG BEAD 8083 —T8 16 SW540 2 SPIRAL BALANCE ALUMINUM 17 SW -667 2/VENT LATCH ZINC 18 SW3082 AS RQD WEATHER STRIP BULB VINYL 9 • • .• • •• • • •• • • •• ••• • ••• • • • ••• 9 • • • ... • ••• i • 6 ••• • 9•• • 9•• 1 •• • • •••• • • • •••• • • • •• • •••• • • •••• • • • •• •• • • • • • • • •• IMPACT RESISTANT WINDOW MATERSAL LIFT TRODUCT REMISED complying adth the Florida Acceptance d 0.-12 PreaseiCanuoll £013 t 2.g _o'9 FRANC15C0 HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Phan. 10deah, Florida 33012 Ph: (206) Faa(3D6)828 -5118 o o.a Ba RF Da1n swim 1 /2-1 ' !D AMAN 12 -8-09 OWING N0. SH08 -03 SHEET 6 OF 6