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RC-06-285 (4) Invoice Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Bill To CARYN LUBETSKY Invoice Number: RC-11-08-33326 9953 4 Avenue Road NE Invoice Date: November 26,2008 MIAMI SHORES, FL 33138- Permit Number: RC-2-06-285 Return to: Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 n. Date Fee Name Fee Type Fee Amount 12/03/2008 Scanning Fee Calculated $12.00 11/26/2008 Plan Review Fee(Engineer) Calculated $60.00 12/03/2008 Revision Fee Calculated $75.00 Total Fees Due: $147.00 Dw 0 4 PAID Afl4,x CC -FWD Wednesday,December 3,2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 Fax: (305)756-8972 ......... Inspection Date: 10/29/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Columns Owner: LUBETSKY, CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE Inspector Comments Passed El X'." % A 0 1-14 =14- /104.. — ek-1.4- ala C'1�6 -A- 3rf4r CC-/(_v nett/-.A` F4 16 Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Tuesday, October 28, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 10/29/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Tie Beam Owner: LUBETSKY, CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060171260 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE Inspector Comments Passed /C/-C)-r Failed CW Correction Needed Re-inspection Fee ($75) No Additional inspections can be scheduled until re-inspection fee is paid . Tuesday, October 28, 2008 Page 1 of 2 MiamiVillagehores S Building-Department 10050 N.E.2nd Avenue,Miami Shores,.Horida 33138 Tel:(305)795.2204 Fax:(305)756.8972 BUILDING RECEOVED Permit No. 9,)' PERMU APPLICATIO A 2008 Master Permit No. FBC 2004 --- ---__-- Permit Type(circle)• �B � Roofing Owner's Name(Fee Simple Titleholder) �`A i!I L4L. 7'�/ Phone# owner's Address 3 1✓�iSITU � City ( GState Zip Tenant/Lessee Name Phone# Job Address(where the work is being done). S v` / City Miami Shores Village County Miami-Dade Zip. �/3 FOLIO/PARCEL# '7 Is Building Historically Designated YES NO Contractor's Company Naive 6(n uefil 9Q L C_.— Phone WL_ a`� "f§6f7—TZ,I � �i, . Contractor's Address 4 4 010 1A) alb CG1e A-- City—W P I Pae.A�, state r L Zip '3 3 `a 12. Qualifier Name /t Gtr- Owl 00 Phone# State Certificate or Registration No. C°GiC 7 q 86 Certificate of Competency No. rchi gineer's Name(if applicable) V"t AXZ& Ik Cid Phone# Value of Work For this Permit$ 1 , 00 0 ��. Square/Linear Footage Of Work: Type of Work: []Addition alteration ❑New ❑ Repair/Replace ❑Demolition Describe Work: tV C:.Lo's r Ow S-r/a L. P ,•. •—_-P 6VPApj D 5 g,je, kD"AL4 , e Submittal Fee$ Permit Fee % CCF$ CO/CC Notary$ TraininglEducation Fee$ Technology Fee$ Scanning$ Radon$ DPBR$. Zoning$ Bond$ Code Enforcement$ Double Fee Structural Review.$90 d• Total Fee Now Due$ l $•V� See Reverse side Bonding Company's Name(if applicable) Bonding Company's Address City State zap Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip ` Application is hereby made to obtain a permit to do theI 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property ' ject to attachment_ Als , certified py of the recorded notice of commencement must be posted at the job site for the first ' pec n wh' h occurs seven(7 days a er the buildin ermit is issued In the absence of such posted notice, the inspection w' not b app ov and a r insp do z e charged Sig Signature er or Agent Contractor The to oing instrument was acknowledged before a this24-The foregoing instrument was acknowledged before me this day of ,20 ef--,by day of .20_,by who is personally known to me or who has produced who is personally known to me or who has produced- As roducesAs identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: ; ,0-r Print: • My Commission Expires: Irreft jWVU My Commission Expires: My CwmrA ion OD74M ��8edd8ds+Bd�da$eSs+Hdaddd/s&4akSak+k &s �a �s&ds+kk+�k#ffi $s&$+data&#k+6du��kSk+HH�kdakkk9&3Qdads+S&SaB�dQ+kse#4da4#��gs+p�a$e�+kN+k$ APPLICATION APPROVED BY: X O J �G kPlans Examiner Engineer d139 A0Zoning (Revised 07!10/07) Inspection Worksheet Miami Shores.Village 10050 N.E.2nd Avenue."Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 10/20/2008 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Foundation Owner: LUBETSKY,CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE Inspector Comments Passed WALKWAY AND� Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid Friday,October 17,2008 Page 1 of 2 ` F ;M, Inspection Worksheet 440 : Miami Shores Village Mama 10050 N.E.2nd Avenue Miami Shores, FL ` Phone: (305)795-2204 Fax: (305)756-8972 ...:....:................................:::......:..:. ..... >�•:. Inspection Date: 11/03/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Tie Beam Owner: LUBETSKY, CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE O 10% Inspector Comments Passed 0 T,-g-/ G-- " . Failed Correction Aewt- ©� k0cJS'e 4a�/101L C> Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Thursday,October 30, 2008 Page 1 of 2 Miami Shores Village y` .. likes 10050 N.E.2nd Avenue •• Miami Shores,FL 33138-0000 Phone: (305)795-2204 ' Exp kation: 10/11/2009 Project Address Parcel Number Applicant 9953 NE 4 Avenue Road 1132060171250 CARYN LUBETSKY Miami Shores, FL 33138- Block: Lot Owner Information Address Phone Cell CARYN LUBETSKY 9953 NE 4 Avenue Road (305)756-6373 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 28,000.00 EFE BUILDERS LLC (305)807-9217 Valuation: Total Sq Feet: 525 Approved: Available Inspections: Comments: Inspection Type: ype: Date Approved: Tie seam Bond seam Date Denied: Second Floor Slab Type of Construction:GARAGE ADDITION Occupancy:Single Family second Floor re Bond seam Stories:1 Exterior: Termite Letter Front Setback:31.4 Rear Setback:15 Rake Bean Left Setback:10 Right Setback:10 Window and Door Buck Bedrooms:4 Bathrooms:4 Final PE Certification Plans Submitted:Yes Certificate Status: Drywall Screw Roof Sheathing Certificate Date:2/2/2006 Additional Info: Fill cella columns Bond Return: Classification:Residential Final Building MINEEN Density Fees Due Amount Total Amt Paid Amt Due Trusses Plan Submittal Bond Type-Contractors Bond $300.00 CCF $18 Wall Sheathing CCF Fee $15000 $0.00 $0.00 $ O.00 Window Door Attachment DBPR Surcharge $2.63 Payment Type: Wire Lathe Education Surcharge $5.60 Framing Permit Fee-Additions/Alterations $840.00 Plan Review Fee(Engineer) $50.00 Shutter Attachment Radon Surcharge $2.63 2 1 5 ill!® Slab Scanning Fee $30.00 Stutter Final Submittal Fee ($250.00) Footing Technology Fee $28.50 Stem wall Footer Total: $1,176.16 Floor Trusses Roof Trusses Spot Survey Insulation In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above-named contractor to do the work stated April 14,2008 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy Monday,April 14,2008 1 Inspection Worksheet jj Miami Shores Village is X44 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 06/25/2008 Permit Type: Residential Const tio Inspector: Dacquisto, David Inspection Type: Surve5w Owner: LUBETSKY, CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE Inspector Comments Passed Failed Correction Needed ❑ Re-inspection Fee ($76) No Additional Inspections can be scheduled until re-inspection fee is paid . Wednesday,June 25, 2008 Page 2 of 2 • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • fim ortheast 4th •Avenue Road Nast a.�..._._._-... �.._.�------- �.�'r' • • • • • •• •• i C. r 14 13 12 11 10 9 8 7 6 5 4 3 2Also 0 21 222.324252 6 27 28 29 30 31 32 33 34 i !, 19 2 % h � 4F ., Miami t sueJEc'tmw PROPERTY ADDRES STATE AND COu�RULES AND REGULATIONS TION INFORMA TION 9953 Northeast 4th Avenue Road ABBREVIATIONS National Flood Insurance Program Miami, Florida 33138 ^ -ARCnurrA-WF FEMA Elev. Reference to NGVD 1929 Ave. -AVFNUF ASPH-ASPHALT Comm Panel 120652 AJC •LDGAIRCONDITIONER BUFLDtNrj SURVEYOR NOTES B.COOB OCI(C Panel # 0093 a.COR.-BLOCK CORNER C.a. <C'ATCH BASIN 91 Lands Shown Hereon were not abstracted for CLF -CHAIN LINK FENCE Firm Zone. ttX11 CONC. CONCRETE !1 Easement and/or Right of Way Records.The COL -cowM_N Easement/Right ofWay that are shown on ITY POLE C.L.P.-CONCRETCLmQiTTPOLR Date of Firm: 03-02-1994 survey are as per plat of record unless otherwise noted. CDs -C'ONCara FILOCK 92 Benchmark:Miami-Dade County Public 1Yorks Dep. C.M.M.-Ctr NALr MAIVmNANCE Base Flood Elev. N/A WM Loc.3250SW.B/M Name N-603.Elev.7.70'N/A F.ASFMFNT 93 Bearings as Shown hereon are Based upon n •rnar.CrIDN F,Floor Elev. 11.911 DAC' -ORNPwAY Northeast 4th Avenue Road.N61°31'47"E(Chord) D.M.r•. F .-DRAINAO &MAINTENANCE Garage Elev. NIA 94 Please See Abbreviations EASEMPNT 95 Surveys incomplete Without Sheet 2 of 2 RMC.- LEC'HMtM 'Ip E.T,P.-ELECTRIC EL CT IRIDAPOWERANDUt T Suffix- ttJtt 96 Drawn By:A.Alvarez Date:04-28•2008 F.r.L.-r•LoamAPOwm,wnuolrr , 97 Complete Field Survey Date:04-25-2008,6.24-08 F.H.-FIRE HYDRANT - P Y F.I.P.-FOUND IRON FOR- #8 Disc No 2008,Station Porsche Points F.F. -FINISH FLOOR 99 Last Revised: F. UNDD.H.-ODRILLHOLE CERTIFIED ONLY TO. F.R. RFRAR #10 Legal Description Famished by client. F!D -FOUND Disc • all This Certification is onlyfor the lands as described. Pry IFOUND NAE Cary Lubetsky &Caryn Lubetsky VF -IRON PT7VCR It is not it certiticution of Title.Zoning,Easements. L -LINOTH or Freedom of Encumbrances.ABSTRACT NOT L.P. -LIGHT . MEAS,•MFi4tiURRURRD REVIEWED. M.N. -MANHOLE 912 There may be additional Restrictions not shown on N.O.V. -NATWNAL OFADETIC Y VERTICAL DATUM this survey that may be found in the Public Records N.T.S.-NOT TO%CALF. of Miami-Dade County,examination of ABSTRACT OX -OVFRHEADFLFCTRIc LIMB , Oa. -ON LMI! OF TITLE will have to be made to determine record P.C.P.-PFRMANPNT CONTROL POINT instruments,if any ufrecting this property. P.C. -POINT OF CURVATURE R =RADIUS 913 ACCURACY:The expected use of the land,as classified RPS -arsmENCE in the Minimum Technical Standard(61G 17-6FAC),is SOWLK-SIDEWALK LEGAL DESCRIPTION: "Residential".The Minimum relative distance accuracyT -TANGENT U.E. -UTILITY EASEMENT for this type of boundary survey is 1 foot in 10,000 feet. WIF -WOODFrNCE Lots 5 and 6, Block 96 Of: tl The accuracyobtained b measurement and calculation w v -WATER VALVE. Y W.U.P.-WOOD UTILITY POLE of a closed geometric figure was found to exceed this -IRON PENCE NCEINK FrNPP "MIAMI SHORES SECTION 4" requirement. -CHAIN—v.—.�-�— -WOOD FENCE 4 1 Foundations and/or footings that may cross beyond the -C11%WALL according to the Plat Thereof boundary lines orthe parcel herein described are not -OVERHEAD ELPC. -CENTER LINE shown hereon. -EASEMENT as Recorded in Plat Book 15, Page 14 of the 915 Not Valid without one signature and the original raised �� •DENOTES ELEVATIONS seat ufaFlorida Licensed Surve or and Mapper.. .---. •DISTANCE Y ppe -DISTANCEPublic Records of Miami-Dade County, Florida. Additions or deletions to Survey maps or reports by other than the signing parry or paries is prohibited without written consent of the signing parry or parties. Af � This certifies that the survey of the property 916 Contact the appropriate authority prior to any design described hereon was made under my super- work on information. vision&that the survey meets the minimum 917 Underground utilities are not depicted hereon,contact technical standards set forth b the Florida the appropriate authority priorre any scribe work or Com 8II Inc. Board of professional Land Surve ors& construction on the property herein described. P ✓s Y Surveyor shall be notified as to any deviation from rA Mappers in Chapter 61 G 17.6 of Florida utilities shown hereon. ti Administrative Code„puruanl to Section 91 K Ownership Subject to OPINION OF TITLE. 472.027,Flnridi;$tttttites. - ' 4 &That the Sketch hereon is a true and . { accurate representation thereof to the best g� of my knowledgeitnd Belief,subject to notes Lau and notations shown hereon. Professional JOB # 08-419 Surveyors &Mappers LB 7498 13050 S.W. 133rd Court , DATE 06-25-2008 Miami Florida, 33186 Armando F A/vire; PB 15-14 Ph. #(305) 234-0588 ro ecsiana/Sarve}or&Mapper#SSd6 Fax #(305) 234-0423 Stweofaarlda Nor Ya/id an/eevSfpned&Slumped ry//h EmBocredSea/ • • • • • • • • • • 75.o'Right of way 18.4' tBhalNJyttnehta ..•asa • 1471 (;F10Td) a •. • .• • • SIM a. • OW-4 .4 { ; 1L : oa 21 • •3 7z. . . . . N 2R 1 i i i i i i•• i % r }� \5 •• • • • • • ••• • Conc. ,T Z 23.67'ParkwaykA R=2224.74 Driveway: „/ i o Cont x9 Z! L=106.20 I w Z Driveway Tan=53.11 I 8 pat°44'07" 12.43' 4 column 43.3' I`i 1.73'x1.73' 13.6' ^:1 1• 1'.x9'• "' A:27, ¢ -7777 .: Bearing 12.4' cplump tip 5:1 Sd'ewtilk, tik8 - N61°31'04'E Cho 0.08 106.19' I &Dist. 1.73'x 1.73'y no id x lip '��O kA 2A �3 no id - I. slab 9 p0 Concrete . a Driveway.,',,, one.*: . r 11.20' 10.08' 10.25' �! - .�y - Brick col. t F At�beF• H-4.0' Brick wall Planter t Vp G k\\1Dq� Brit 0.35'CLF ': sla 1.3.0 N.11.45'�S ONi - with IIF on top `I /12.30' Addition Under 10.14' v Grass 0.44'CBS 5.32' pump on Grass . Construction II 0.56' `: b -Din cont, CLF 'O steps I Planter Planter 8' 10.07 N a, 116.15' 2.51' A/C slab b 4'x3.4' :'^;' '•' v, 8.30' .o 27.11{' / m I M Brick d' •,o h�, u r\ Entry A/C slab M p � One Story CBS I a 3'x7.35' 3 AIC slab 7 Residence 119953 a` x 3'x3' a x � I ,� Aluminum Area / F.F.E=+11.91'. 2 Brick steps Rest room insid 3.3, r 9.50. 3.58' Tile step 13.2'x3' b ' foo „ Water Pump x 3.4'x3.58' I x\0.6528.24' '. 4.0'x4.05' Planter „11.70' W s� o\er }a Fo 5.43' I 4.60' ^ SCa on" k\p. I N IgA1' N \.45'=+�`• I C 140,.. • X P anter �+ 14.35'! IOverhanging %.;.� `• "Conc.Pooi :x 1 vl .cam 13 Roof :n '': .•: . ,Deck 12163' x o V. ;•Covered I 0.60' :8.35' "'' I;Area,Dm1.8' x` Ito Neo. ence to I I 09q W. u. ^' Pool 16.00'/ ",aiot)ild: Pool 1 U 1.80'CLF 00'` c ,4 'otit•of Poo►. �.',.. Grillf Brick 4.7 Rock Tile % Finck slab .6_J :- q slab \O A� 5.68x3 7 ..'4 15.32' " 1.29' �o°ol I 5.2 ^'o(.=x\jam\0\�jtze Barbecue CLF �I. :47! _ wail S• 1.96'1 a.e. uF 1 2 '2 "E o . _ ..::. :.:. ,'..fip :.. . °•— — o . 0' - L-100.01 o•u 008 F .: .u.p Concslab or eaering&Dist:..:,o o : Tan=50A1 :x�p\5 bo, 3.7 ,�° i ::':.15.0 Alley — p 2°44'08" Dig v a oU " 10.3'Asph.Psv no ld JOB # 08-419 DATE 6-25-2008 AFA The-sketch he-vgo is a true and. PB 163-11 AccuratercPrOentatlon thereof to the best Inc. or my kvmviedge and 6elieC Subject to notes Company, Iand Notations shown hereb Surveyor Notes; tri Survey is Incomplete without sheet 1 of 2 _ O Scale of Drawing 1=20' L� Drawn By:A.Alvarez Date:06-03-2008 4 Completed Ficid Survey Date:06-02-2008 AFA&COMPANY,INC.LB#7498 �� .Irmaado a A/varas Professional Land Surveyors and Mappers 5 rafct�rlaaolSa state of'Fela'o Mapper#JJ16 13050 SW 133rd CT Miami,Florida 331813 L aha PH:305-134-0588 FX:305134-0413 Not!a/!d as/eat Signed ed&Stomped wlih EmbossedSeal Invoice Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 BIII To CARYN LUBETSKY Invoice Number: RC-7-08-32266 9953 4 Avenue Road NE Invoice Date: July 01,2008 MIAMI SHORES,FL 33138- Permit Number: RC-2-06-285 Return Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 WO _W Date Fee Name Fee Type Fee Amount 07/01/2008 Plan Review Fee(Engineer) Calculated $60.00 08/26/2008 Revision Fee Calculated $35.00 08/20/2008 Plan Review Fee(Engineer) Calculated $60.00 Total Fees Due: $155.00 A"AUG 2 7 PAID cG J FM ng220, 1026 MUM 03365FII[�. �l `�.�11 Tuesday,August 26,2008 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 M• 17 RIP Inspection Date: 07/03/2008 Permit Type: Residential Construction Inspector. Rodriguez,Jorge Inspection Type: Tie Beam Owner: LUBETSKY,CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores,FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor. EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE VOL Inspector Comments Passed B-1 MUST BE#64 JR 06/30/08 77— .3 Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid Wednesday,July 2,2008 Page 1 of 2 r Inspection Worksheet Miami Shores Village . ries a►m ;t u_ 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 .::..:::..::. Inspection Date: 06/30/2008 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Fill Cells Columns Owner: LUBETSKY, CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE Inspector Comments Passed E:I- --Z3 AA 06-r- AE- Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Friday,June 27, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 0.1 Inspection Date: 06/30/2008 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Tie Beam Owner: LUBETSKY, CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE Inspector Comments Passed El &t o sr 1-5e-c- Failed Correction Vol Needed ❑ Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Friday,June 27, 2008 Page 2 of 2 Inspection Worksheet b Miami Shores Village * 3 10050 N.E. 2nd Avenue Miami Shores, FL 0,. Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 07/02/2008 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Tie Beam Owner: LUBETSKY,CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE 10- Inspector Comments Passed El CREATED AS REINSPECTION FOR INSP-8672. B-1 MUST BE#6-4 JR 06/30/08 Failed �L -F°/e_ s Correction Needed ❑ 7 Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday,July 1, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795-2204 Fax: (305)756-8972 Inspection Date: 06/1112008 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Footing Owner: LUBETSKY, CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number — 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-8664. Garage footer's are OK, column pad F-11 is not as per plans, Sht-Sl calls for 2x2/3#5 EW top and bottom, not 4x4/5#5. 5/6/08 CG Failed J 0-r' ��� . Correction Needed a l C �� Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday,June 10, 2008 Page 2 of 2 A Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL �oRl Phone: (305)795-2204 Fax: (305)756-8972 F Inspection Date: 05/15/2008 Permit Type: Residential Construction Inspector: Grande,Claudio Inspection Type: Slab Owner: LUBETSKY,CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor. EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE ti rw e�®QQ Inspector Comments Passed (1/ 0CREATED AS REINSPECTION FOR INSP-8668. GARAGE SLAB ONLY CC (PLEASE IN THE AFTERNOON) 5/1308 Failed Need soil compaction certificate. CG ` Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-Inspection fee is paid Thursday,May 15,2008 Page 2 of 2 S.E.T. c,� � ENGINEERING &TESTING IAB, CORP. 2855 NW 112 Ave. Suite 8 Miami Fl. 33172 ' Tel: (305) 594-4396 Fax: (305) 594-4305 Field Density Report Client: PINNACLE RESTORATION, INC. Client No,1236-2008 Date:05/15/08 Project: 9953 NE 4 AVE. ROAD MIAMI SHORE, FL Soil Description: TAN SILICA SAND Proctor NO.: 2821 MAX FIELD MOIST. DENSITY LOCATION DENSITY CONTENTS % LIFT RESULTS (LBS/CFT) % IN THE FIELD EAST CENTER UNDER SLAB 100.0 8.8 98.5 FINAL P CENTER UNDER SLAB 100.2 7.7 98.7 FINAL P SOUTH CENTER UNDER SLAB 100.0 8.3 98.5 FINAL P -T Moisture % No.: 11.8 100% Max Density: 101._5 ASTM D-2922-71 DEPTH: 12' REQ. COMPACTION: 95°, /o Remarks: ALL OF THE ABOVE TESTED LOCATIONS COMPLY WITH THE JOB SPECIFICATIONS. P=PASS F=FAIL FT=FOOTING SG=SUB-GRADE BC=BASE COURSE ReSDecdufly Submitted FERMIN A. MAR EZ P.E. FLORIDA REGIS RATION # 19363 S.E.T. Engineering &Testing Lab, Corp. 2855 NW 112 Ave. Suite 8 Miami Fl. 33172 Tel: (305) 594-4396 Fax: (305) 594-4305 DATE: 5/15/2008 CLIENT NAME: PINNACLE RESTORATION, INC. CLIENT'S#: 1236-2008 PROCTOR#: 2821 SOIL DESCRIPTION: TAN SILICA SAND 140.0 i 135.0 130.0 - - -- - -- 125.0 ------ -- Dry Moisture% Density 115.0 Ib cft 5.3 91.2 11.8 101. . 110.0 ___ 105.0 -------- -- - - . '._._._., + 5 0 100.0 12.7 98.9 �. 95.0 - 90.0 - 85.0 - 80.0 5.0 90.0 85.0 80.0 - 75.0 70.0 2. 3. 4. 5. 6. 7. 8. 9.1011121314151617181920 0 0 0 0 0 0 0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 % Moisture OPTIMUM MOISTURE: 11.8% MAXIMUM DRY DENSITY: 101.5 AASHO DESIGNATION:T-180 D Res ly submitted MIN A. M , P.E. FLORIDA REGIST ON 1119363 - y Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 09/19/2008 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Rake Beam Owner: LUBETSKY,CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE Inspector Comments Passed �K'_ Failed El— Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Thursday,September 18,2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 1012012008 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Foundation Owner: LUBETSKY,CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores,FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 uliding Department Comments NEW 2 CAR GARAGE ®CT 2 2 2000 Inspector comments Passed 1 CWALK VIA+AND BACK DRIVEWAY Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid Friday,October 17,2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 t Inspection Date: 09/19/2008 Permit Type: Residential Construction Inspector. Rodriguez,Jorge Inspection Type: Columns Owner: LUBETSKY,CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores,FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE Inspector Comments Passed El cc column pad Failed n :6+mAx) dates 7-0 IT- 1 N 0%v M 00v ttQ, O-K) L Correction Needed " ( Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Thursday,September 18,2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (306)756-8972 . ......... . . . ... .......... ------- Inspection Date: 09/16/2008 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Rake Beam Owner: LUBETSKY, CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Buildina Deoartment Comments NEW 2 CAR GARAGE Inspector Comments Passed Na - , , , L- je< Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday,September 15, 2008 Page 2 of 2 Inspection Worksheet .w Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 b. �n t E Inspection Date: 09/18/2008 Permit Type: Residential Construction Inspector. Rodriguez,Jorge Inspection Type: Rake Beam Owner: LUBETSKY,CARYN Work Classification: Addition Job Address: 9953 4 Avenue Road NE Miami Shores,FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Block: Lot: Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Building Department Comments NEW 2 CAR GARAGE Inspector Comments Passed El needs to have a taller ladder Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Thursday,September 18,2008 Page 2 of 2 Ba": fter" ^g-ex Planni"ng ant ,K...,,kc�w i I n g C ril I a Miami Shores Village Permit NO. RC-2-06-285 10050 N.E.2nd Avenue .. ..... Kim!Shores,FL 331384)= .. ....... .. W. Phone: (305)795-2204 Fax: (306)756-8972 .. ....... Issue Date:4114/2008 Expires:4/14/2008 Folio Number:1132060171250 .................................................................................................................................................................................................................................................................................................. Owner's Name:CARYN LUBETSKY Owner's Phone: Job Address: 9953 4 Avenue Road NE Total Square Feet: 525 Miami Shores, FL 33138- Total Job Valuation: $ 28,000.00 ..... ........ .................................................... Contractor(s) Phone Primary Contractor EFE BUILDERS LLC (305)807-9217 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/30/2008 : Yes Comments: 6/30/08 REVISION ADDING ENCLOSURE OF PORCH AT REAR IS APROVED Miami Shores Village Building Department - APR 0 8 2309 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fag:(305)756.8972 BY;________________e__} BUILDING Permit No. 12 C-d(o • 2 ' PERMIT APPLICATION -Master Permit No. FBC 2001 Permit Type(circle): wilding Electrical Plumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder) 1 — Phone# Q 7 Owner's Address 919 5*3 City, on[/a w. wbndr& State -- Zip T70 0 Tenant/I,essee Name Phone# Job Address(where the work is being done) S` 3 P � "� - JO►�� City .Miami Shores ViUW County Miami-Dade Zip FOLIO/PARCEL# Is Building Historically Designated YES NO__�C_ Contractor's Company Name LLC Phone# Contractor'sAddress .•'�t i dot o tN L'lT u GT 4' 5 I2.- 1�►► City :fl CA►CA M cam,t-�, State �--• Zip Ci �2.. q Qualifier Name Phone# 3 DLJ" '60-1 1 $tate Certificate or;Regis@ntion No.0<dC (SQ` -4 t S Certificate of Competency No. Architecf/E gineer's Name(if applicable) r v`AiM(--C°jM�nCLA -- Phone# lai ?9-'1 -Z31& ar, Z6-TyValue of Work For this Permit S St 6L)Z) Square I )inear Footage Of Work: SZ-6- Type pe of Work" , ]Addition x ❑Alteration []New ❑ Repair/Replace ❑Demolition Describe W,urk::. e� _ ( L� 4.00_M � d Submittal Fee$ Permit Fee$ / CCF$ ��!' CO/CC Notary$ Training/Education Fees 5.1�J Technology Fee$ Scanning$ Radon$ (Q•(PDPBR$ Zoning$ Bond$ Code Enforcement$ Double Fee$ p Structural Review.$ Total Fee Now Dae$ See Reverse side- Bonding Company's Name(if PERMIT# Rcc) - 2- ,�S Bonding Company's Address CONTRACTOR: aFE e-445 City SUBMITTAL DATE: ---' -z-1 Ob PROJECT TYPE: DJp i-n o" 2W 14e Mortgage Lender's Name(if al �i • X35 � � ©c� Mortgage Lender's Address ZONING 9171Gj61 FIRE City A lication is hereb made to S RTL IMPACT FEES o work or installation has PP Y commenced prior to the ' ��r��l�6 ds of all laws regulating construction in this jurisdiction l PLUMBING,SIGNS, WELLS,POOLS,FURNACES ELECTRICAL HRSER OWNER'S AFFIDAVIT: I d in compliance with all applicable laws regulating "WARNING TO OWNER; LUMBING NOC Y RESULT IN YOUR PAYING TWICE FOR --;?r/ OR3 �$ OBTAIN FINANCING, CONSULT WITH YOUR p YOUR NOTICE OF COMMENCEMENT." YG Gl D MECHANICAL BLDG Notice to Applicant:: As a co o Ine issuance o a ing perm w an es va ue in $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien will be dedtvered to the person whose property is subject to att Also, a poVW copy of the recorded notice of o enc a must be posted at the job site for the first insp n whit o s s en (7) t�biu ding pemut is is a bs a of such posted notice, the inspection wild t be ppr ed are will be charged Signature Signature Agent The foregoin instrumter*or acknowledged f me this The foregoing inshumen ackn v�ledged before me this day of 200-Fbya+-,l f day of ' 4, , 20 08 by rel&K fo21 4 D whole sonally known to m r who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Sign:. ' Print: 'rl r/7 UM Slaw Print: C� My Commission Expires: L.. of My Commission JUDITH L.KREt3G ft� <ssion i)�7a03saCorturils DD 672,531 4�r �rrr�r,�r�r�r NONA 8M*d7?wTWyFatht oe�636s7(R9 APPLICATION APPROVED BY: -2 1� Ods S7!'zt��,Flans Examiner I Engineer' _z f') Zoning (Revised 02/08/0 JK LA•'��i '�— SCALEMS WASPHnT ASOPHAALT • 25.x'aR$Ki Y Ja ruaw . . . .� . . fav .. 0 �, ...... PLANW AICAl V -�-•,..,,,,,,4q,, , 8.$D' t CBS an STof ty UP HOSM CONS= Ins "33 S.R. 479 M. V •A.• IRs RD/oR s AMIA. 2t.� .'1.AND.ft.- ...... ... a=aim SWUM 20. b supo tSli ........ A1C- 1 AB AMOMW tN PLAT(BOOK—13.....AC 1- U—WNft 140 caa t Owow �'• + :2�; lu BP�t� 9V .a 92lai FX=(am]WJA 7Ji �FtWROWKWA 4C� 0093 1208,52 �1/►E 7*P AYO.. f(Opo LOCATION�•/��� ���..SK�1ETCH M .wYw.YMM.+.�• U{S ANWs � .T * ?8 8' 37 8 SCMINALK 2LW _. • ••f••• CONM ••:••: :• •• r ••••• SAY •• "� ..•.•. • • • . • W4 0 '11ww I f AIC ROOF LIP Roam cmmm ms "53 212. 4m Eft 5 .�...... Ko ... tL $ 90. b 00 r1o, 1s IMODFABABOOMWINPLArGOOK 13 PM4 it 148 .tea . , ... ON It tW t ws Cow. AP F tp °!a ;SWIM Faxs(3M 888 7890 3 7/17!93 NIA M3 120532 15.IYALWY ... . . . ... . . . .. .. . . . .. .. ... . . . . ... . . f' •• ••• •• • • • •• tIELmD PYI.. nmM Miami Shores Village Building Department 10050 N.E.2°d Avenue Miami Shores,F133138 Tel:305-795-2204 Fax:305-756-8972 Permit No: RC-06-285 Job Name: Garage Addition for Lubetsky March 15,2008 Page 1 of 1 Building Critique Sheet 1. Provide NOA's (Product Approvals) for all windows and doors reviewed and approved by the Architect of Record. 2. Submit permit applications from the Electrical, General and Roofing Contractors. A complete review will be done after all the NOA's have been submitted. Follow the procedures for submission of corrected plans for your re-submittal. Claudio Grande CBO 305-795-2204 03/17/2008 15:49 FAX, 1 800 685 7530 DATA SCAN FIELD SERVICES Q001 �c T% REPORT TRANSMISSION OK T%/R% NO 1845 RECIPIENT ADDRESS 93057587666 DESTINATION ID ST. TIME 03/17 15:48 TIME USE 01'17 PAGES SENT 1 RESULT OK OR F I E L D OR cokpy Miami Shores Village Building Department 10050 N.E.2'd Avenue Miami Shores,F133138 Tel:305-795-2204 Fax:305-756-8972 Permit No: RC-06-285 Job Name: Garage Addition for Lubetsky March 15, 2008 Page 1 of 1 Building Critique Sheet 1. Provide NOA's (Product Approvals) for all windows and doors reviewed and approved by the Architect of Record. 2. Submit permit applications from the Electrical, General and Roofing Contractors. A complete review will be done after all the NOA's have been submitted. Follow the procedures for submission of corrected plans for your re-submittal. Claudio Grande CBO 1(14-744-2704 Miami Shores Village Building Department Planning & Zoning Critique Sheet Permit No.: Q 0 (C -,;E Applicant: L v b e+ s kv Job Address: 'f 75 3 A) ZJ f ti Aw- V-0 Date Comments Initials �G W 10050 NE 2°d Avenue Tel:(305)795-2204 Miami Shores,Florida 33138 Fax:(305)756-8972 M64d5 yo�w BUILDING AND ZONING DEPARTMENT 10080 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE (305) 795-2204 FAX (305) 736-8972 iV,t4.1:11C 1 J [°jam—m(a tv,- downer,psc-leod up 2 sets of plans for ( ) 9 9 S 3 At A-b r wn fines the Big and Zany Depawunt m(dato) �- ( c; -0 6 to have cmichm done to plus and/or got County damps.I that the plans need W be kuugbt back to Miami Shotes Bnfidmg and Zoning to cmdinucampem3wingpmoem. Signatme MORE& Vi� Lrn� � Li� 0y0 �"CORIDp' DEVELOPS ORDER CASE, 4 PZ05-0825-0 Lubetsk (owner) APPLICANT: Cara' SITE ADDRESS: 9953 N.E. 4 Avenue Road lication for site plan review before Whereas,the applicants have filed an app The applicant sought the planning and Zoning Board on the above 04 gage enclosure• approval as follows: Site Plan Review, S d public hearing was held on September 7, 2005, and the Board, Whereas, a pub application and after hearing testimony and after having considered the app reviewing the evidence entered, finds: app lication was made in a manner consistent wiiththe mi Shores 1. The requirements of the Land Development Code of Villagethe property and the representations made at the 2. The conditions on ideration and are consistent with the requirements hearing merit cons of the Land Development Code. shall be The Board requires that all further developmenploafnthe Pr g and the performed in a manner consistentwith removal he encroachments. conditions agreed upon at the hearing: applicable Miami Shores Village Additionally, the applicant must satisfy all app 'ami-Dade County Codes, and the applicable building and life safety _ codes,Mt codes required for development- Passed assed and adopted this 7 day of September, 2005 by the Planning and Zoning Board as follows: Chairman Fernandez Yes Member Crutchfield Yes Member Reese Member Abramitis Yes Meler Sastre Absent Xle to an, PI and Zo12111g " ITY sH��S ug. h1nM F�ORl1�� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,F133138 Tel:305-795-2204 Fax:305-756-8972 Permit No:RC-06-285 Job Name: Garage Addition for Lubetsky March 15, 2008 Page 1 of 1 Building Critique Sheet 1. Provide NOA's (Product Approvals) for all windows and doors reviewed and approved by the Architect of Record. 2. Submit permit applications from the Electrical, General and Roofing Contractors. A complete review will be done after all the NOA's have been submitted. Follow the procedures for submission of corrected plans for your re-submittal. Claudio Grande CBO 305-795-2204 AM's byoulk� 4YL �r" - • T�'IUW�1 P�tT1 ti�'A8P�4.T A .1 PJV# 1Y SCAM WS A .T a j 1 01 B uK low s� • '�" • , � .fly -- j C= A, � ' VVVAMY t3 AIG ogan~ CSA Me "33 2.5. BT$Avg. 8n.'s mm amUS, # D FLf2}m K2WMY, ,AMU=' nwamm 8th. IAC., .A., LT$`X03!$ m/m Aum. A'r. ` .. .—Our.a.rrnu.rnr.r .rn.r. .r •.OWMK 21, wr u t +tC. " SAS 1N IRAT a PAss 14 J C sw= .S'7.L'mF5.tt?"L Ti. ' •tmndrees•E�e�es•t�i ar, �a� CATV '. �►11�. `�� �' F. B.�Q tY �� Fara(��8lII 1 T/19/�� s/8 ' '�"R78' 1? 0099 12W2 ----- _ 1111111lull 111111111111111111111111111111111 OR 8k 26315 Ps 21201 (IPS) RECORDED 04/09/2008 11:56:4? This Instru ant FPrej,BY' HARVEY RUVINP CLERK, OF COURT MIAMI—LADE COUNTYa FLO A Address LAST PAGE Folio No. Permit No.�` -zn NOTICE OF COMMENCEMENT 017 STATE O F Sri COUNTY OF THE UNDERSIGNED hereby gives notice that improvement will be made to certainonce in property,� � in accordance with Chapter 713.Florida Statutes.the following information is provided 1.Description of Property.(mal descriptlon of Property,and street address available) 2.General description of improvsmant:A i 4 i� � -� O;eGC/Ojr',e )q2 G 3.owner Information t&/ a. Name and address: �..�,a,�„r f !e � b. Interest In property: c. Name and address of fee simple titleholder(ff other than owner): GIVt/G o 4.Contractor: L A-AJ D eg-SROD a. Name and address: it PGA AMA-floI j }{els` b. Phone number �- ��� �R r �L. �$D 70 3©r- 9.73 -.;qq 5.Surety a. Name and address: A, b.Amount of bond$ c. Phone number: 6.tender a. Name and address: b. Phone number. 7.Persons within the State of Florida designated by Owner upas whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a. Name and address: b. Phone number- a. umberS.In addition to himself,Owner designates the foilowing parsons)to receive a copy of the Lienoft Notice as Provided in Sectio 77113.13(1)(b),Florida StaWtm a. Name and address: b. Phase number. 9.Elation data of notice of commencement(the e)q*ation date is 1 year from the date of recording unless a dKerent data is sp�led) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE R 713,pig SSEECTNOTICE ION 7 3.13 COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. R FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYHdA T{MCE F PROV MEN T BEFORE FIRS NOTICE OF COMMENCEMENT MUST BE RECORDED AND PO AN TTOR BEF INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSUL WITH Y RLE >t Ell- COMMENCING WO%O5RECORDING YOUR NOTICE OF CO ux f4 �. t i t.14(,V of owner s tractor ! r AJ +71 PartnedManager o ®tn� Q clay a ftt►_t d=tyew)aY rhe eat was adore m of (name nf person) as (mama of party on wy�J authority- ...e g. . truat�. attomeY In tit)far . behalf of Notary Public State of Florida GTereeft Jervis Sin of Notary Public—State oma < DD740365 �r►�pe, Stamp CanmNs None of Notary Pubes olnst2olz u"r. M pay Known_or Produced IdGrffl atiai vAdkdgno, ..+tip Seadm u2525 PEN1 Statatee {{'.�.. that facts of my iA Under penalf�nf perjury.I declare that I have Mad the forepohng knowledge and belief. Signature of Natural perTa awrMna Above j; 2-Z(9 L ITIF�Jl NIIANII-DADS COUNTY,FLORIDA MI J METRO-DADS FLAGLER BUILDING APR 0 8 22308 WEST FL.AGLER STREET,SUITE 1603 B O CO IANCE OFFICE(BCCQI, - �,� — MIAMI,FLORIDA 33130-1563 P UC O OL ION tDS TT'� ----------------•-- (305)375-2901 FAX(305)372-6339 PTANCE (NOA) www.miamidade gov/buildh*Mc:ode oui d Klamath ells,OR 1 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 maternal 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. II DESCRIPTION: l 0utswing Opaque Steel Doors-L.M.I.-w/wo Sidelites—N.I. APPROVAL DOCUMENT:Drawing No.S-2104;titled"Series Wood Edge Opaque Outswigg l Impact Door Up to 9'-V x 6'-8"with and without Non-Impact Sidelites",sheets 1 lbrougk_ 8 of 8,'d1ted •'•':0 09/11/2001 with revision D dated 07/11/2007,prepared by PTC,LLC,dated 07/197,�signe#.aA(f sealed0000 00 by Eric S.Nielsen,P.E.,bearing the Miami-Dade County Product Control Revised p with the t4otice o f • Acceptance number and expiration date by the Miami-Dade County Product ControbDivision. 9 9 9 9 :"": MISSILE IMPACT RATING: •••• •••• 90:099 9999.. .. . Large Missile And Small Missile Impact Resistant)Non-Impact Resistant 9999...•..' 9 9 9 9 9 0 LimWrATION: 9999.. Miami-Dade County Approved Impact Resistant Shutters are required for Double Doors Ind f4l;Mlites. "•••' 0 0 0000 i 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 notecl'l3eM. i RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the the manufacturer or its distributors and shall be available for inspection at the job site at t st of the Building Official. This NOA revises and renews NOA#02-1211.18 and consists of s ge 1 and evidence page E-1,as well as approval document mentioned above. Th teed documentation was reviewed by J e D.G , � � NOA No.074731.04 Expiratidu Date: August 15,2012 l� Approval Date: December 20,2007 Page 1 Jeld-Wen.Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S-2104,titled"Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0"x 6'-8"with and without Nan-Impact Sidelites",sheets 1 through 8 of 8, dated 09/11/2001 with revision D dated 07/11/2007,prepared by PTC,LLC,dated 07/19/2007, signed and sealed by Eric S.Nielsen,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 4)Forced Entry Test,per PA 202-94 5)Cyclic Wind Pressure,Loading per PA 203-94 6)Large Missile Impact Test,per PA 201-94 along with marked-up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door,prepared by Certified Testing Laboratories,Test Report No. CTLA-696W,date 11/01/2001,signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#02-1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, •••• prepared by PTC,LLC, dated 07/11/2007, signed and sealed by Eric S.Nielsen,P.E. • •••• '••••' •Co • lies with ASTM E 1300-02 ••• D. ;••QUAD�SSURANCE ••••; 00001- UjAwi Dade Building Code Compliance Office(BCCO). •..;.. E. . .AIATTRdAL CERTIFICATIONS ...... . .4•. A�anc� •• F.• f%TATRMEkTS ;....; '•'Y. .Statement letter of conformance,no financial interest and compliance,dated • •;•;;• •077f9/2007 by PTC,LLC,signed and sealed by Eric S.Nielsen,P.E. 2. Laboratory addendum letter for Test Report no. CTLA-696W,issued by Certified Testing Laboratories,dated 04/11/2002, signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#02-1211.18) 3. Laboratory compliance letter for Test Report no. CTLA-696W,issued by Certified Testing Laboratories, dated 11/11/2001,signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#02-1211.18) G. OTHER 1. Notice of Acceptance No. 02-1211.18,issued to Jeld-Wen,Inc. (OR)for their Series "Outswing Opaque Wood Edge Steel Door Up to 107"x 6'-8"Units", approved on 01/30/2003 and expiring on 08/15/2007. Jaime D.Gascon,P.E. Chief,Product Control Division NOA No.07-0731.04 Expiration Date: August 15,2012 Approval Date: December 20,2007 E-1 } 743'MAX.OA FRAME NDTH 7025'iWt OA FRWW YRDTFt JELDIVEN® Slee! 975•TYP. .125• Jr 75 lqN 155•MAX OA PRODUCT RSVISItn ffi ptylnswahthe Ptaft 36.Wr MAX.O.A. � BAR TYP S0)EUTE F( NN)T1T Co& 38'MAX.OA M Jr MAX OA 14'MAX OA �u t2P — PANEL MOTH N PANEL ABNtf TSP. PANEL ND1f1 � PANEL MM OCIDA n Us:aa ProdaaCoLam1 ® ® 120 920 brvwea 1.Ttf6 PRAT 6 DEFIED TO I.Y MH TffE 2004 FLEA BIND0f0 MACRVF ACINE 8•MA p ZCODE ONE?A�NZ200g�)INN MNA1 VELO1x1Y MRRAI 80. 80• 0A DIA MAX STM S 2.WOOD BI M BY OMERS NW BE ANMORED PAY TO TRANSFER CSA, OA 83125• LOINS TO Tiff Sim PANEL PANEL 3.PROM ANC N NS S�WJ.BE AS USlED AND SPACED PFR ANCHOR WNW F f f tT MAX OA DfbJM ANUM MOM TO BASE MUM SHALL BE t HALL 6 6 l6UA NA1f1 DRFSs r OR SI=. 4 SEE TABLE 1 ON Im SHEET FOR DEM P RA71i�S, 8MAX. • AM v . t 5.TINS f T 10W 77$NUER MMUBWE d1S FOR WW ZMES SEE OAGA 'Off DES1 P CHART am FRrWE ERNS 8. SIDELMES REMARE WAW-DADS APPROVED OB'ACT RES6WMIT NEW FOR � � 7. h W8-DADS APPROVED WACr RE56M SIMERS ARE REDI D m DOM W/AN 070!0 a v CQdFUMA7N7% BUT NOT ON O7L X go OR 0710 CO*VM WAL^i a SQW0 ARE AN OPiN>n1 AND CAN BE ISD IN A SDX,YE OR WAKEL Ur� .PO= K QDNFvAwm0x01 NON-R M— L0.75• 0.825' cxsDrres 1AfRED FROM EKn9WR o RMALN6A7EDBIEELDOORR7OaenanbeOAaremrSoae7 a DOUBLE ODS NtPACT 1987 170tl p +Q �1 COA8 YT0� 37.75'MNL OA V7ENED FR�1 FXIERNIR 107'f OA FRAIff7S ILAL Me NNL OA FWA 24 ga(a0207 wd mxn MteloM Odd SbW A-525 FWAfE WM 7YP BAR TYP. S10ELDE FRA IE NOW AK00 X60•, � - per ASTM 820*M amcp mhthman yWd A'MAX CA p�M RI 36*IM OA 14'MAX OA FX—-24600 pal 975 771? PANEL N �( PANEL MOM PANT.0m ASMM Expended poyafy m•Ntl 13 to 1.25 lba./of dem*.Ey I N/ $i 0"Plad Crr DOdNxx the elks and htoci pteteM ore from 24M(OMr edn.)g W*W S"The face tope and b are ® ® ® ® ® ® B'MAX d bad W over ft top aml bottarL raft.ft top LN.rdl mem m 1.87' L�x 1.042•high.The des+bftm rd Is Dol!farmd OMI'gakadmdF VICINE AXMW O.A.D.LO O Odea!me hip 1.87'w*x 1.21'fdph. Ms atdea of ft face we C' 8C 4% j mm r�tartbd Io f1re LVL kfCb aft axi Pomfaoso Pka MW�L + MAX MAX meam 1.67"x Mr..The fila lm owify is Md W&pdyalyrm The OA am to me P*Iymm - PAW rOA 83125' FND�!Ne CoeLet lle Bob frau M(O.Mr mbL) 1 MAXOA deL The edges o1 Ba fat ae bad 90'ow B• core ® A and&W to IL BLe pm*as rwW to r cAo w Lb 8125 81.25' D La Frmnem or Use opWW TrN*Ught Fnmm(See 7 1w 9WV MNLH�cHr NAX � dshft) The Me kow ae Boded s/OSO�9 eanpaaW an ft F F-7 FRAME ex6enb- The Am. are contracted fom Poadaoso Phew janbe HOW NEW ,01 � nmmwft as of and and bLdt AW to Bre sbg Oft amd of whW wft( �+1 • • • • • • • • 2'X"7116*am she stopfea.The a b ase o sf6adrd kop foe Pal, • • • • • • • • thrvdww meaeLah i 4.041'deep x 13'high.The We"B attodw to •• •• • i i i i•i •• nnae EE OL?5! MAW s g Ste flame LrRlL iBGA 2'x 7 18"seen slue • • • • • •• • •• • • • ••a75' IABP!010(07 N/ MEN It o TAMOF170N16V18 ae25' 0.825• MIU 'MEl6oR SWE agam wAL7 Uff 00 ML. 8-71-01 WEWED FM 2 SECIPo46 aND BRL roeLE 1 p gr > NLS • • 0l Nt PR L[ no . owe.W. 3R! • • •INR >iM NF13�•• • !ng, 4 fX •SBxYE0f✓Rt (ta • sac er.S. SAFFELL AKWMLW—rfM AN • I/M NWP-N64C/NOfLiE4 • M -�• o eDa 7 OOLL�Ed ODOR w(70(0X6 7x0.oA1) ,��-�t� ,� cm Pr LLC S-2104 8 NpD N°M-NN T SOf> raa a ao M 321 x890-17� * • • • • • • • • • • • •• •• • • • •• •• CONCRETEI 0 CofoRivi 0 0 0 ju MEN& MASONRY 51 DOOR STEEL FACE STEEL • 91 1 :1=0 =ITFW&ida 1.50" BY OTHERS 2 FRAME W-4D JOINTED "ftgcoft ANN.EMS. 14N.0 0 • 3 FRAME HUM%LAW"TqW JOINTO EgbEIM E WOOD g =N�e� 0.25' 0 4 FRAME LATCH AN UFWW JOINTED PONDEROU PINE) Er. 0.25 'a 5 MAX. MAX 6 fi LX BY SHIM 2 1�W IN SHIM 7 DOOR LATCH SW LVL Dbidga 2n a IOUTSWW ALLAMM I • 9 BRAD TRIM NAIL 1Mlg6lffMULLION CAP) 10 COMPRESSION WEATHERSTRIF FOAM DOOR TOP RAIL LVL SEE DETAIL 71"- 12 DOOR BOTTOM RAIL STEEL id ON SHEET 5 1 SON 13 DOOR HINGE STILE lF _W=JOINTED PONVEROSA PINE) wow SEE N07F 6 31 14 #tO x 1 3/4'PFH WOW ScR9w STEEL ON SHT4 SEE NOTE a 15 to BLOCK (FINGER JOINTED PONDEROSA PINE) wow . ON SHT. 4 is 372*aw TAFCQN ffi -MR WM ?KOR IN W I 1 1/4MR M 17 QR#=POMMM(1.0 to 125 h1d DQWM BY JELQ-WEN, FOAM 1.75* MIN 1. 18 INOT USED PANEL THK WOOD PANEL 1119, 19 2x am 20 SHIM 0.25-PMAX. TW HIGH DOWN PLASM OR GREATER) 400 SERIES KNOB STEEL SEE NOTE 222 =TffAN ow Sm") ON SHT. 4 23 -W_X1 I 27W SEW IMP STEM U E 11RA M 0 STEM 24 x2 PFH W 1111000SCREW STEM 25 x 2 112-MH *=SCRW Sim 1 0.125" tx I pmom ASTRAGAL STEEL G&LASS THK. 4 27 10 0 x 2 PfH STEEL I P 213 MULLION CA w= 20 SILICONE CAULK (CR ) suww..l -11 1 s:. 81.25* BO.O" 81.25" 80.0" 30 MAZOW GIAIMINU L�901C EMDOYMCgEBU sycow AM. MAX. MAX. SEE GLAZING MAX. 31 jIft x 314' FOR 316- sm OA OA CIA. DETAILS. OA OA 32 4 ROUND SIVIWW STOP. WDOD FRAME PANEL FRAME SHEET 7 PANEL BLOCKS FOR STEEL DOOR BOTTOM RAIL MUF HEIGHT HEIGHT HEIGHT HEIGHTxtm SET#ml STEEL =&AM WWBOLT MIN. STEEL) 8Y PPG SEE NOTE 2 3 37 1 s2A7 --c-17 GLASS ON SHT. 4 30 UTE ffm MG pq�My_coAo Ppwm 3F POUPROIR, I__. 39 PRESMM TWATW L%nl=VAIV 99-x 4 9 1 P.1 WQQO &� 3 W 6 x 81 IZ4 AVIERIAL) ALUMNA ELI) 41 A STRIKE FqVT9 IF RVI STEEL 42 Y&00 WWK SMES (NOT W"N) 43 %5MW HERITAGE SOWS SIM JOINTED SIDWE fMqW H5W. _'RLL AND JUM(MUER 44 WOOD SEE NOTE 6 PONDEROSA . I,A — 45 FWM a—Mg FOR 112* POLYPROP, 10 ON SHT. 4 i6 346 W-TRINITY AM not- JLATED MWE1011 GLASS 67��PAC GLASS SEE NOTE a BY myny FOR I POLYPROP, SEE NOTE ON SHE 4 GLASS ON SHT. SEE MMMZAC GLASS .._ __.2Tj j 49 SCREW V#G 1 112-LOW PANWAV ffi�f STEM SEE DETAIL NOTE 3 ON SHEUTON W GLAZING flog sycow %NS n3 4 51 #10 WOW MISTALLATION SCIMW Wl 1.50-)WIN. QMMEW STEM DOGR LATCH SRW KATE 53 DOOR LATCH DEAD BOLT STRIKE PLATE .625' ------- 9-11-01 • 1.34" 1.75* .50* RETE/ 1.25' CONCRETE/ Prepa-d Sr. N.T.S, MIN. MIN. E DIST MASONRY MIN. MASONRY iwi EMB. BY OTHERS EMB. BY OTHERS APFAWROW -I L Mrs"P. ft 0323 CROSS SEMOIN SECTION sft cm PTC, LLC xa STRAW UW THRESHOLD nm Phone: 321-690-1788 Fax. 321-690-1789 SleEf PRODUCT REVISED SEE��a 19 4 5 7 1 15 as w ing Co wri8 il•Plaida �� a 13 6 5 8 3 20 19 SEE�� =No .�� 214 34axormon EXff�H f Dmsim ♦. 1.75'AM (� n••. Q a °• PANEL THIO a • // , ° :' ♦d M 1 47yrppg� LLVSIi� , .y • / °' f a °'. SEE OETAE 5SEE DETAd 5 / ,n►` MASONRY � ON SHEET 5 ON SHEEP 5 ° a BY OTFlERS Q . • a 0 .MAIL I AL ECTI N RI NT CRO Ns SHIM N 70 CK 0.25'S ' MAX 1.50 NW. 1.50'AOL EMBED. MASONRY BY OTHERS SEE NOTE t ON SHT.a ASM40A.THROW BOTS(2)1OTAQ(1 EACH) 1 15 f 7 40 5 7J 1 21 4 34 o•31•CIA x 9.0'La AT TOP&90TWU Mill �� 1 SHE 4 a / 10 OEWL 1.75'MIN � / •• • • ��.To Trar�A�eEar 8 s PANEL INK \ • i i i •i •• NOTE BEIM 24 NOT SHOWN TFrLS • ••• e• • •• VIEW FOR CLARITY ^��^ WF.+ 9-11-Ot SEE DETAIL • • • • • pnSCMFs ALTS SEE NOTE 4 4 1 ON THIS f s • • • • • •1 1 • • ON SHT. 4 SHEET • • jwj S. SWELL • • • • • •• • • IZONTAL CROSS SECTION• • • • • H•tE.P.L a..4/323 N0 Pros uc P1C,UC 5-2104 A i phmm 321-M-}7g4 tea.w.2m fmc 321-w t i .I..a JL • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • ••• • • • • ••• • • 3 NOTE SEE NOTE ON SHT 4 444 2 9 4 5 7 1 15 21 4 34 • • • • • • 13 6 5 6 3 2 9 44 1RB 4 7 PRODUCT YISED • • • • • • • • • • • w mrgilyiug with ft Fhnma • • • • • • • • • • • • Building Code • • • • • • • • ••• • • AcccPMW NoO .04 3 Ql ••• ••• ••• ••• ••• 4 Fxpaanon 12. SEE NOTE 3 ON SHE 4 31E 1.75"MIDI. 3 1 M W46 Pro"c PARI.THK ld ••• ••4 •f.• •', • • i• 0�SEE GLAZING / A 3 SEE NOTE 2 ` ' 011 SHE 4 � 10 � SHEET 7 j%/ \�� 10 SEE HrnE 5 ON SHE a 2 %� �� SEE NOTE 6 9 // \� 2 ON SHT 4 1 1 1 1 //� \\\ ON 46 10 ON SFl1 4 SEE DETAIL 5 SEE DETAa 5 '• ON SHEET 5 ON SHEET 5 0.75' 39 39 a75 SEE 7 ys DETADETAILS, SHEETHEFT 7 tag# HORIZONTAL CROSS SECTION HORIZONT CRO CTION Q SIO '�CF7 Al A bon CONCRETE1 1. SPACM FOR REM 126 THE 110 x 1'PFH SCREWS ATTACHIUG THE 193M A51RN To THE MCIK DM IS BYMASOM 5 19 0 4 31 NOTE 3 3oill! AS FOLLOWS: FM THE TOP DOWN&THE MTMM i1P 1.0'. 15', W. 5.5, 13.0' 1&0'&26.0. 2 SPACING FOR ITEM 123 THE 18 x 1 1/2•PLASCREW IS AS F : SEE GLAM TOP&6107701L M2ONTALY. �IZE ppm.10'01 FROM EACH CORNER. 3 38 4 DETAaS,SHEET 7 ON T14E SCES VERTMALLY FOR THE SIDE ITE PANS c•101, 13.0, 2&0*, 30.0, 520'&63.0'. •, .. 3. SPACING FOR(IM 131 THE TWA x 3/4'BRAD 1R91 NAIL ATMCHM THE QUARTER ROM TO THE Wag AND ITEM 19 THE 16G4 X I"BRAD TM NAL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, 5 AS FOLLOWS: TOP&BMW HORVONIA Y OR THE JX MAM R��k 1.25'IN FROM EACH COMM WHH • \ a125 MW EXTERIOR (1) NAL M�-WK ., GLASS THIG ON THE SLS MMLY(FOR BMH 3/8'Qi��M ROLA I&MULLION G• - 1.25"FROM EACH ENO&SIX MORE •.` \ Nits EQUALLY SPACED ON THE FIELD -- • 4. WHEN ATIAC M THE STRXE PLATE TO 111E OM AND BACK USE REM 14 A IS x 2 1/2"PFH WOOD SCREW. INTERIOR MIEN ATDICI 1G THE STR6lE PLATE TO THE JAMB AND SOELM MA AT THE MAL(ONi USE REM 124,A 18 x 2" RINI PFH WOOD SCREW. • " \\\ 5. SPACNG FOR REN 125 THE IS x 2 1/2"PFH WOW SCREWS ATTiOHING THE JAMBS TOGETHER AT THE MULLION, LS AS FOLLOWS: 6.0"FROM EACH VERTOAL CORNER WITH(4)MORE SUM EQUALLY SPACED ON THE F6]D, `r' SEE NOTE 2 6. THE SOEUTE PANEL tS SECURED INTO THE SOELITE.AAff W/REM 129 S@KOfff CAULK ON 1}UtEE SOLS AND a ON SHE 4 H ZO AL ROSS CT10N ^g 31.+ 3/8'QUARTER ROUNDS SECUREDWliTl REM 131 BRAD TRIM NAILS x 3/4'LONA ��� 29 SEE NOTE 8 A o S 7. WHEN ATTACK THE W40E TO THE JAIL AND SM USE ITEM 127,A 110 x 2'PFH SCREW. WHEN ATTACHING ON SHT. 4 THE HIDE TO THE.AMB AND SIDEURE JAMB AT THE WWON USE REM 114,A 110 x 1 3/4"PFH WOW SCREW. & SPACING M REM 149 THE 18 x 1 1/2"MVNEAD SCREW MOM UTEFRAMF)IS AS FOLM ;; SEE DETAIL 5 9-11-01 SANTE WIMME FROU THE TOP DOWN 3.25; 18OMI,, 32.8125', 47.5825"&82.625' s ON MEET 5 MM WEL nE LMF+K TOP&STRW FROM THE Lam•ONE(1)SCREW AT 4.4375. ° AIAXora W. JWJ 9. ALIERNAIE 0• SHGI exe aL ("L�b� oac ar•S. SAFFELL CONt2tETE/MASONRY IYSTAtlATi�l ANCHORS OF EQIAVALENf PERFORCE CIARAG7ER1SiKS CAN� USED UPON APPROVAt TTff ARCHRECT OR ENONEER OF RECORD FOR TW PR&W OF I�ISTALLATTOwI 10. USE ITE1N I$1 WHEN I(STNJ ALLM INTO WOW SI TE AT HERD&JAS. USE REM 125 WHEN IWSTALLING INTO 1.50'MIN Pbrtee P.a {Naas -2 MUUIONS. USE REM 116 *0tNSTALLi�auto CtN1C1I fE/MASOkRr STRATE AT Man EMBED. isms•m"aaa FlorMo 32M Ph321-M-17805-2104 ceae o. •e M 2M F=321-680-1789 a►� 74.5'MAX OA FRAME WIDTH TNL 2 7025'AWL OA FRAME WITH SEE I�TAI.2 I rxonvcr>zt�ssn ON'DIS SHT. escomptyingwith i6aFktLda so�ta; coac na•ptmrca No SEE DETAIL 4 4.5°TYP 9'TYP. rvyi ProdixtCamoL 8°TYP. ON iFIS W. 3.,{,[�._� F �{ � 6,M. nlvWw rw. M. TYP� 4 I I 3° L . 3° I f I 3' ON THIS SIT. I 6"M. 7.375' 7.375' _ 51 SEE NOTE 5 _ _ t 51 TYP. 17W. TYP. 31' S ON SHEET 4 31 A �1 SPACES5 A 1385 SFE DETAIL 6 A 13.85' SEE DETAIL 5ON THIS SHL -. ON IMSHT. — A A25' MAX WL OA OARAME 1 k FRAME 5.50" HEKRtT JQ 3i' 1Z 36.625' TYP. a �-4-1 II �•_ --i t'—7'Tv. " , 3°7YP.—3.' �'--H 7'T1? w. .15"AIN. C-Sm SEE moat 3 ON THIS SHL SINGLE DOOR WE SIDEIDES ANCHOR LOCATKTNS DOME ON MW MM 1D Fel MItFRiDR - MEWED FROM/NfERAOR I 165 1MINI 16 SLS,Wl? ••• • • • • •• 5 SEE NOTE 10 \\y 14 • • • • • • • Oy�f4 \ MAIL 41 ir \ �/ \ ••• •s •�• 1 i i ••• t COUNTERM TION ANCHORS 1 t 6 6 550' I I 4 5.50" I I 4 9-11-01 4 1 • l • • I SEE NOTE SMM i \• • 00: i 4 SHEET 4 ( ML Or JWJ ••• ••• 5 i i ••• 52 a s.wee 41323 �'� No- DETAIL 2- A HEAD JAi18 DETAIL 3- ®THRESHOLD am¢ DETAIL - ��C25 32M Mmm PIC,LLC 5-2104 AS1RW STRIKE PLATE ASTRAGAL.STRIKE PLATE MW TO JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO AW 321-690-1786 rex o.meee.a�°n omam■a For 321-690-1789 —-L O� ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • �-do�'aaa• BB[t-o89-tlr�oj seat•ae+ p�m•o ame eet t-t -tlr +d , i•Otl-S X77 y1d vn�w e 'AFff d a 7i3 fmr s n IM o),C L � TJTJ sags *rawda+d W-11-6 aam somwwww mrm MR Now lf8 ROW amm NOia31AU Mai 03M s l336 NO f Wi30 33S .£ �-'t •dl!.£ l l l l I I 91 • dtl .98.8r — 81 a a if _ jr — / ---�.,� / MOM.ass J i I.oss yo b — s WIM 33S .018 —9 74M 33S � .SZ 1B x — WTI ® 1336 NO .99TI A WtI. dS Ir S3OVd If 8 3m 33S S 9 WAL s s — ���� 19 i8 S 1 4 133HS .SL£Y — +8 .9 rY — 1 I I I I 1 III ( I 1 dAi.s __j .- 4 WJ3O 33S —T t du.r •dU F'- d .f FdAL .9 lt .y . . . .. . du.Itisl .Sk •� .' :.' :.. 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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(AHD. 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 Affi(in areas other than Miauni Dade County)reserve the right to have this product or material tested for quality assurance purposes.N this product or material fails to perform in . the accepted manner, the manufacturer will incur the expense of such testing and the A13J may immediately revoke,modify,or suspend the,use of such product or material within their jurisdiction. BORA reseg right to revoke this acceptance,if it is determined by Miami Dade County Product Control D&1si6d1,#h2t this product or••••• material fails to meet the requirements of the applicable building code. •• • V•• •' ...... .... ...... This product is approved as described herein,and has been designed to comply with the Mlocity Huttricane .... Zone of the Florida Building Code. • .... .... ..... DESCRIPTION:A.lmninm Cant Window { •••••• •• •• ••' APPROVAL DOCUMENT:Drawing No.W03 A titled-Aluminum Casement WindbW Mnpact)",'sheets 1 ••••�• through 5 of 5,prepared by Al Farooq Corporation,dated 5/28/03,with revision date 812MKIsIgned and%ealed ....:. by Humayoun Farooq,P.E.,bearing the Miami Dade County Product Control Approval jtamp.with theWo&e of . . Acceptance number and approval date by the Miami-Dade County Product Control DiviS w?- ; .. . •••• MISSII.E IMPACT RATING:Large word Small iigissile Impact •• • LABEIMG:Each unit shall bear a permanent label with the manufac>urer'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 no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any. product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval clocaumt mentioned above. The submitted documentation was reviewed by Theodore P.E. NOA No 03.0612.04 4 K Dates September 18,2008 App.rovel Dates September 18,2003/Page 1 lvAA c�jl s Florida Window Sys�_ms__ NOTICE of AC 'ANCE: EVIDENCE su 31VIITTED (For File ONLY.Not part of NOA) A: DRAWINGS 1. - Manufacturer's die drawings and sections. 2. Drawing No.W03-36v titled"Aluminum Casement Window(Impact)",sheets 1 through 5 of 5,prepared by Al Farpaq Corporation,dated 5/28/03,signed and sealed by Humayoun Farooq,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 along with marked-up drawings and installation diagram,of an aluminum casement window,prepared by Hurricane Engineering&Testing,Inc.Test Report No. HETI-03-1312 dated 4/17/03,signed and sealed by Rafael Droz,P.E. 2. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 .... . 2)Cyclic Wind Pressure Loading per FBC,TAS 20P►24 '••••' ••.... along.with marked-up drawings and installation diagram of an ddminum �••• • vinyl window,prepared by Hurricane Engineering&T ;t z3g,Inc.`Mt •••• Report No.HETI-02-1752 dated 12!3/02,signed and sealed by l el Droz%r%. :•••• 3. Test reports on 1)Air Infltration Test,per FBC,TAS 202-94 '••••' '----' 0.000 2)Uniform Static Air Pressure.Test,Loading p6T1MQ TAS 9,0;•24 --:-- 3)Water Resistance Test,per FBC,TAS 202-94• •' 9' ° 6069:6 along with marked-up drawings and installation diagram of an junjum .... .0 0 0:0 casement vinyl window,prepared by Hurricane Engineering&Testba ,Inc.'Tt~st 0 . Report No.HETI-02-1230 dated 6123/02,signed and sealed by DrozrP3i� . 4. Test reports on 1)Large Missile impact Test per FBC,TAS 201-94 •° • 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc.Test Report No.HETI-02-1751 dated 12/3/02,signed and sealed by Rafael Droz,P.E. 5. 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 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared-by Hurricane Engineering&Testing,Inc.Test Report No.HEST-02-1235 dated 7/3/02,signed and sealed by Rafael Droz,P.E. Theodore Berman,P E. Deputy Director,Product Control Division NOA No 03.061204 Expiration Daft-..September 18,2008 Approval Date:September 18,2003 E-1 t Florida Window Systems NOTICE OF ACCEPTANCE: EVIDENCE SUB NIITfiED (For File ONLY.Not part of NOA) 6. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Huaicane Engineering&Testing,Inc:Test Report No. HETI-02-1703 dated 7/9/02,signed and sealed by Rafael Druz,P.B. 7. 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 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc.Test Report No. HETI-02-1234 dated 7/3/02,signed and sealed by Rafael Lroz,P.E. 8. Test-reports on 1)Large Missile Impact Test per FBC,TAS 201-94 . 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Ind.T Repo Wil . ....... HETI-02-1702 dated 7/8/02,signed and sealed by Rafael Droz.Pn . ..:.:000 ....:. C. CALCULATIONS .... .... . . 1. Anchor Calculations,ASTM B1300-97 and structural analysis,!bp wFarooq•••' ••••• Corporation,dated 5/28/03,signed and sealed by Humayoun F"'. R.E. ...'.' ...... D. MATERIAL CERTIMCATIONS • 1. Notice of Acceptance No.000524.06 issued to Glasslam NGI,-.Inc;fipr"Sahsy' :• Plus Laminated Glass"dated 9/21M,expiring on 9/9/03. •. • 000000 • 2. Notice of Acceptance No.014205.02fined to Solutia,Inc.for"Saflex/Keep$afe Maximum"dated 5/17/01,expiring on 5/21/06. E. STATEMENTS 1. Statement letter of conformance,dated 5/27/03,signed and sealed by Humayoun Farooq,P.B. 2. Statement letter of no financial interest,dated 5127/03,signed and sealed by Humayoun Farooq,P.E. F. OTHER 1. Letter from the consultant sating that the product is in compliance with the Florida Building Code(FBC) Theodore Berman,PY. Deputy Director,Product Control Division NOA No 03-0612.04 $cpiration Date:September 18,2008 Approval Date:September 18,2003 E-2 ' . ... . • . ... .. .. • . . .. .. . . . . . . • . . . . . . ... . . . . ... LOCA71M OF , OR 2 AlH7f09t3 v EM ANCHM AT VM WE OF UJ • • • • • • SEE MART ON SHEET 2 13 1/Y ItNx 8'LNx TiP. : : : 13 1/2•atntr • • • •!i'4M%•1YP HFAD/SkL • • •••*Hit O • : • • • .O Std APPUED • • • • • • • • • • • FALSE MUHrlMS- A 21/2' • • A • • • =i =t// � t' ji � i i i ti i=i UV/ �• V � 76 c AT.TTMRM CASA WINDOW �IMPACTI OELOAD RATOLO FOR THESE WMM TO K AS PFR WIDOM MAnD VMH LAWWED MM RVEO FOR LASE F09SE.E NAVCT AND 00 NOT RECARtV SHUnm a APPRCrtlY.APPLETS to 9ROLE vF7tr r wDtDaNs .� ✓ `�� � so ta/is• 30"M 30,a/ta' oft DUAL VDIT WHOM DtfESRAt 'S i i 3 DL 0J. 3 WOR. 315 7/ir 35 7/a• Lt 7/8' To +> N TI08 PRaDm N Dom TO a*m!OH Im Rlalvao mt IMAtIIMM N 20FR OF 109 2001 Rum BUEOMtO am R: MSD FOR NtNO LOADS AS PER ASM 7-88.ASCE 7-01s ASCE 764M OR ASCE 7-29 A4 RSD BY PREMM MUM WX wow BttCKB by ORIIm um BE Mac=PROPF RW 10 TRANWElt LANDS TO THE STRUMIRL ANS MIALL BE AS LISTED.SPACED AS WOW ON OEMM•S Dw Congo 095 Dow comas 025 OR M OR STUCCO.eASE IAA7FANL I3HAt1 BE WOW"LL 0E 4000 710]IWA2E s-aoo 0E 4000 ANCHORIM OR 1Cma HOT Slow Of 1Im DEws ,/r'Aral•Q.ASS T 1/M'HEAT SIAEN'D:am ARE NOT PART OF INS APPROVAL PLUS ,I6'NK am 01W VIV SAFflT-PWS mm M OONfACI•WN ALULOIAIY TO BE PADDED SM A MW FR7f7BD MIUMMOUS PARR OR BE OALIAVVM A,D•PET FLUA,0•PET FLU 80• Aawmaim �LaNOiaar AW OffEALIMr ,t�At BIASSLM SAFELY-PLUS GLASS AY -PWS 1/8•MDI.wss ,/8•MK CLASS ,/8•mm SIRE m Sam DOW Comm S&VOK 4000 WS wow wamam S-S00 corkn no09 li 4000 davirtS n•. MASS TYPE 'Al' CUM TYPE 'A2' CAM rMS.'B,' W03-36 GLAZING OPTIONS Z 8ttc I o, s . • ... . . . ... . • . . . . . . . . DESIGN LOAD CAPACYTY-POP FOR(71)=83 DMGN IAAD CAPACITY-PSr FOR(s)=33 aNRODiPOBCED CEETSS POST i CE[71'a!t POET tlDmolr D1118 GLASS TYPES as'b*AW TYPE'al' •• i ••• or na-M 1 Aumm AY ummi ur a-mmb AT LCB SITS or, o vom Now W. +) mr.(-) W. +) In(- • 4!lAD"Dns • CAO1 sYEle'RI'•AB' GLASS TYPE'BI' GLASS TYPE W OLM TVs'91' . 19-1/8' 36A 33A 7A0 a" ; ; 3m. +) I luil-5, .(+) 1M -) ' EM +) In - am + 11R. - Q 26-t/9" 2B' !LA fto Tao o" • 28-1Ar a o6.6 on"* 7aa a" 7560 Sao 75,0a" 0+ 37 OSSA SOA 760 80.0 37 2r Mo a6D 78A SGA 76o a" Tao an A 19-1/S' a" 5" 760 pA '07-t/a" (3) a6A -m.0 MO 80A 7a8 au no a" O 26-1/r 36-.W a" 50A 760 a" 7r L no ?" a0A Tao sA 7LO eta py� 37' (4) an no 760 Smo • 20-1 ' • • d Wo • aao 760 80.0 760 a" 7" a" 04 � 56A aA X0 Sao D•3f• • m 7" a" 760 a" 760 no COj n 2a-1/r a0-W 0a0 G.0 76• so W-lAr • •SW • 060 • MO a" 760 a" 7a0 a" 37 (s) n0 a608"7DA • UP • XG a" 7" a" 760 aa0 O $ 10-1/r 454 46B 760. 660 26-1/r 360 no 78.0 a" 760 ou 7a0 a" Se 29-1/2" Sr 34A 34A 7LO 80.0 3T GU so 760 60.0 760. a" 70A MA 37 (a) - - 760 BDA a3-vr W 500 SW 78A a0A 760 90.0 760 SMA � 10-1' 74-1/4 27A 274 78A 00.0 74 so fK7 73.1 7351 7LO a" 760 EOA 26-1/r 1 (6) 68.0 ou 28-1/r 860 MA 780 no 760 a" 760 a" 18' a6A a6A 760 a" 37 by 47.0 .47A 7aa 90.0 760 • ou 760 a" 24' 24' a" UA Tao 80.0 41-1/8' (5) 340 34A 0$A ODA 760 60A AD ma w (3) a6.O 5" 760 .SW 74' r - - 52A as 074 674 Tao BDA 36' 69A a" M tan 26-1/r 3U 3,2 75.0 70A 750 a" 7" a" tr am BSA 760 Sao 37. 7h1/4 28.4 28.4 al 372 760 a" no 60.0 24 3r a" a" 76o a" 83-1 (8) - - 4a0 40S Sal 067 66.7 05.7 30" OSA s" 760 I 60.0 24' 066 46A 760 x0.0 760 a" 760 a4a W Of 1 DSO 7a0 0a0 38' 860 ado 7a0 1 BOA 760 80A 7" WA 1r 66.0 MID 760 80.0 41r w D40 aao 78.0 SOA MG am 78A 90.0 Ila 2C ,o. 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PE)EMMON DITO WOOD V �`s 8TMU 18Y BUCKS INTO MASONRY OR DIRECTLY MRO MASONRY cr B q • .^ • • ••• •• 1-1/e ML EMBED IMO OONC.OR MASONRY ® 0 3/18!mm SELF DIM=scam 64IH INTO METAL STRUCTum (1/8"MDI.Twoom 'gRIO 2 (1/r MAX.SHM SPACE) A 4 #10 SMS OR SELF ORR.LW SCREWS INM DADE COUNTY APPROM MULUONS (NO SIM SPACE ALL FRAME AND VENT CORNERS AND IWAW1•RON SCREWS SEALED WITH CLEAR/ALUMKJM COLORED SEXANT. • 4 2 Q 7 1 < ! I �q�STRIICI{R1P8 �. 1YPfOAL XCHMS 2 BY SEE VV.FOR 9 AC= iY1�ClJ.A Wool)am EE droM�g ra. SVWX PDR SMACM2 W03-36 ti '.�' sheet Sot .. .. . . . .. .. • . . . . . . . . . . • RSII PART/ QOARTfIT DSBCR]PTION xaramAL 11AUft./BOPPS�1l�t►l� 4 CJ �s ' 1 PoS-000 4 FRAME W63-10 • • S 1 4 ym 0005-70 • • • • 0 R!1-010 • � Q%1IERPOS1' 00BJ-T0 - BBID 0085-70 7YPXJJ6 ANCHORS • • ••• • • ASSEUBIN 6CRt•S Sr.STEEL "X ye PH SUS O SEE ELEV. • • 6 • - AlAEOD. 4w ASSEMBLY SCRaY3 ST STL7O. /10 X I-vr PN SUSE'y gg O 1/4'8RD1 7 'Etat AS R.EOQ FOK N on X YOM. %fimwAB C tA0�A9i Y e EZ06 As i•qo. vE1a 7w X N u1W�IFAO 0 tt66 . AT 0'FROM Tw&ON= .• 8 17.00. 0/ 4 901 MNK AT TOP AND omT4M i tRYDL A7WSBD M/ %3/8'ED FA57EttBD•/(S)JS X 1'FH SUS dt4 • 10 39 b P/am tAAt7t 7YPE FACE NOW LOC% TO K AT 13'Fm IOP AND Bff= off t 3 9�.. t S/ IDCK 1 WWA AT FRANK 4WD FACDIO t= t 10 x IS SMS V �$ k99 7 t 7•' • x t ROD oFrtRAIOR TWIRL A'09M ri 4 x 0 SUS a a�-@ al! i is 4,• • •• .0071=CSR ElY t-t x t-1 X t $4 - S/ toot tlaML1JDI0U sam/s X, PH SMS OPG C! 6 ,! :ams comm APPR•o mFARtU NDA• SEE ,us r�'aoasu AFICFSLRO : E an aft FOR SAAw0 v TYPICAL AitOM ti • SFE SLAM.FOR S PACM EXTERIOR 2 4 • CPO. ! .. -Vomm wpm SINGLE VENT WINDOWS TO 0E iP.Rta�A IPJ01f 00000 tip�ppp OAL11Y BASS.?✓Yt9FF At 8'FROM TaP A 9tym FiE41HOB)w(E)is X v PH SMSsm- B1A1 ILAcom 1 3 7 1 ;> WR AwmM •P � R haw DL L OPO 2 4 ma YFM ym EMAW 1E910WPsym DUAL VENT WINDOWS W03-36 UG27M .r . . ... . . . ..• .. .. . . . .. .. . . . . . . . . . . . azle3 - � . . • • • • • • • • • • • • • 1.219 • • ••• • • • • • • • • �' 6 O ez� LS93 3.000 8333 O 062 .597L—i L - ••• • • ••• ••• ••• • • • •.• • • • • •• • • • • •• • • II ` � .. . • • • K. ••• 'I FRAME omm wAsk— AUMM t'I 1x81 "M x 1-1/e x Ar VKt 897 i FRAME CORNER VEWr ALL FPAK AND &4.A*9. >� .090 .rso VST CORNER • IM�ORNER �ww/r •ISM wposr .�x ,� 1.000 la90 �` • ru�.�lr0a � � u # REINFOR NG CK484M W03-36 GLAZM BEAD 36 KSI MM 62 7 2UQ3 .I•.t of B1:erns e+aeeea��..�a�t MIAMIDADE COUNTY,FLORIDA MEM06DADE FLAGIZR BUILDING CB OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 C;ief DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 OF CCEPTANCE(NOA} wwWbulcllngc«leanlinecam TRACO Secarrity Wilmlows&Dom,Inc. 71 Progress Avenue Cranberry Township,PA 16066 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rotes and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AID). 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 AHI(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality ass mme purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke,m,0'dify,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 Buiy�ip' g Code,including the High Velocity Hurricane Zone. • • •o o 0 *O G G:* DESCRIPTIO I�T (111a.$eiltftnceemi�irf) _ ...... ..:.'• ..00 . APPROVAL DOCU1VlEN'1':Drawing No.46-TRA4=4,titled"Aluminum Tube meas",sheW.1 . through 3 of 3,dated 1211l�,prepared by Engineering Express,signed and sealed by L.Bgmw&: '••••' • P.E.,bearing the Miami Dade County Product Control Renewal stamp with the NoticebrAcceptartm camber **so*. so: and expiration date by the Miami-Dade County Product Control Division. .*: .. .. '•• • •..••..•.' ...... MISSILE IMPACT RATING:Large and Small Missile Impact R�Stant ...... • LABELING:Each unit shall bear a permanent label with the manufacturers name of logo,t ity,Spite I d *woo* following statement: "Miami-Dade County Product Control Approved",unless otheni wjfoted herCitt'• :000 •, RENEWAL,of this NOA shall be considered after a renewal application has been filed and there bn bpw • no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufactm of the product or process.Misuse of this NOA as an endorsement of any product,for sales,adves isiag or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number prmded by the words Miami Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the Manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA x•06-1212.415 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted mentation was reviewed by Manuel Perez,P A ft- pp�ovaSDafe: DeczsnbetPage 17 N 4 %A TRACO Security Windows&Doors.Inc- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 06-TRA-0004,Sheets 1 through 3 of 3,titled"Aluminum Tube Mullions", dated 12/1/06,prepared by Engineering Express,signed and sealed by Frank L Bennwdo,P.E. B. TESTS I. 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 along with marked-up drawings and installation diagram of two mulled Alum.Single Hung Windows,prepared by Farabaugh Engineering and Testing,Inc.,Test Report No. FET-T214-07,dated 6/21/07,signed and sealed by Daniel G.Farabaugh,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,per PA 202-94 along with marked-up drawings and installation diagram of two mulled Alummum Sliding Glass Doors,prepared by Miami Testing Laboratory,Inc.,Test Report No. MTI.-16605,dated 12/07/95,signed and sealed by David Gale Ober,P.E. .., (Submitted under previous NOA#99-0104:02) 69666*. . ...... 3. Test reports on: 1)Large Missile Impact Test per PA 201-94 •• ;••• • 2Cyclic Wind Pressure Loading PA 203-94••••• •••• •••••• along with marked up drawings and installation diagram of two nauUc d Alun ig%n •••• Double Hung Windows,prepared by Fenestration Testing Laboratesy,'Inc.,Tint Report..... No.FTL-1350,dated 12/12/95,signed and sealed by Gilbert Dia 006-P.E..••.•. ••:..' (Subn&Wd under previous NOA#99-0104.02) •• •• 00.0 •••••• C. CALCULATIONS • ••: . •.•• ...... I. Anchor verification calculations and structural analysis,complying with FBC2X4,, . dated 12/6/06,prepared by Engineering Express,signed and se"byFran%Ian•• ••••: Bennardo,P.E. •• • D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office(BCCO). E. . MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,dated 12/6/06,prepared by Engineering Express, signed and sealed by Frank L Bennardo,P.E. 2. Statement letter of no financial interest,dated 12/6/06,prepared by Engineering Express,signed and sealed by Frank L Bennardo,P.E. G. OTHER . I. Notice of Acceptance No.06.1212.05,issued to TRACO Security Windows&Doors, Inc.for their Aluminum Tube Mullion(No Reinforcement),approv 02!01/07 and expiring on 01/2/08. P.E. Product 1 NOA No. 4WS 06 Expiration Date; Janoary 2,2012 Approval Date: Deoeaubw 6,20x7 B-1 ALUMINUM TUBE ULLIONS PL LARGE MISSILE IMPACT RESISTANT p O V, = 44cr TYPICALGLAZING PROWJCT GENERAL NOTESs fig+13; 5 Ix2XI ` L. TLEB sYsrErO HF.REmI HASAWN.MM ACCORDANCE Lt®t ot�twNED AIa TFSTZO DN w liT . — -� s-••• 1 HIWE VELOCITY�ZWV"MR T 203 FLORIDA SURMM=14 DTME NIgAUSE WIDUN�BV N tx3xlAUDN TISE DESIGN MANUAL -Wx1/16XWW Z NO 33-3/3%INCREASE IN ALLOWABLE STRESS HAS SEEM USED BNTHE / ALUM.TUBE DESIGN DS SYS WIND LOAD DURATION FACTOR Cd-IA HAS SEEM 1M • ANCHOR OESWL 3. POSITIVE AND NEGATIVE DEAN PRESSURES CALMATED FOR USE WITH v THIS SYSTEM SHALL BE DETEPBN EO BY OTHERS ON A 3 BASIS IN rr��RR ACCORDANCE WITH THE GOVERNING ODDE. I acltdff ALUM TUBE 4. THE SYSTEM DETAILED HERION IS GENERIC AND DOES NOT PROVIDE INFORMATLON FOR A SPECIFIC SITE.FOR SITE CONDITIONS DUTERENT FROM THE CONDITIONS DETAILED HEREIN,A LBS AOR R6�IHIED i ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONRdNCTIO N � 1 c WITH THIS DOCUMENT. c Z>dWcOIB'ALOBSTIIHE 1 TOSWIiHAP6)B tOAD4 WOODSi1LT6(BY )OTHERS SHALL AP PROFERLYTO TRANSFER LOADS 70 THE maSTBNi STRUCTI�. .� B. ALL WNSIONS SMALL SE 4063-TS ALLIKINAN ALLOY,INB.E5S NOTED $ 3 OTHERWISE. YS .2,go. 7. ALL FENESTRATION PRODUCT'S TO BE ISED WITH TH1SE PBRIIOAS SHALL MEET ALL APPLICABLE CODE REQUIR04MM a g.WIND LOAD RESISTANCE,AIR 10 3,00V WATER DNFI.TRATION WRCED ENTRY,SAFW^905,ETC. 4.000' B. TwawrmmoETALs&4owt4t4AYeavamownwAsmw CONDITIONS DICTATE. PRA IONS MAY BE MOUPRED VERTICALLY OR HORIZONTALLY AS APPILASLE. � . S. VAAL%OiS SHOWN HEREIN ARB LARGE MISSILE IMPACT RE96TAM.VERW TYPICAL MULLIONS SUPPORTING FENESTRATION PRODUCTS � �O' TION TO W�+� , HORIZONTAL OR VERTICALINSTALLATION on I g 10.ALL BOLTS 8c WASHERS sHAtl Be ZINC COATEDSTEEL,GALVANIZED STEEL, $$i SEE WINDOW OR DOOR APPROVAL FOA FASTENER.SEW AM SPACING •• ••• • • • • • •• OR STAINLESS STEEL*NTHA MINIMUM TENSILE YMD STRENGTH OF 60161. • i` ••i i i i i i 11.ALLS'TEE.IN CONTACT WITH AURQXUM SHALL BE PAINTED OR PLATED. ! • • • • • •• Pe"WrBBYrseD 06-M-0004 • • • • • • • • • • iT s aWcNwPNpN� • • • • • • • • • • • • • ' • • • i ••• • • • • • • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • 000 • • A14CtiORS nW A.0.e OR C DESIGN LOAD SCHEDULES _ rlonlzonsra 2. 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CONORE • I ISS GR=-TE OR ! mmfiR0111=FB1ED �OQC i MIA LWMN •• ••• • • • • • •�---•}11116• � ilmBdA • • ,• • • • • • • Cogs j • • •• • •• ape ALtlM.ANGLE ! • •• • • • • •• • t r -- ---�It • • • • • • • 1!8' ANGLEPoNmr>� 06-TRA-0004 .i • • • • T 1 m 1 i i i i l i i ��� ••� •-'f e� $ `��litiQ•4:' a ° 4'. MARBi.B SAI.ORTRH4. ••• • • • ••• • • • )17l=(:N CLIP . .O' • • •' • •AL1•TCANGLOFORALLANCHORTfM • ° —3116 0 TAm1 •7X14 CLIP SMALLFL"T HYSIOE KmWN COWL.4111. .• •• ANGLEEMBED (WO SM FASTENERS RSQ'C) Lx K• • •• •• • • • •• ••