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WS-06-2362Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Nun : INSP -62012 Perm Nu -06 -2362 Inspection Date: 09/20/2007 Inspector: Grande, Claudio Owner: CAMP, JOHN Job Address: 1050 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)530 -0050 Parcel Number 1132060143520 Lot: Phone: 305 - 892 -6507 Building Department Comments REPLACEMENT WINDOWS SEP 24 °I Inspector Comments MV 8:30 9:00 Passed i'j Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, September 19, 2007 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Et CEP 1 8 2006 W PERMIT APPLICATION Master Permit No. FBC 2001 ,� B Y: cRl9c Icy LegC1 (44Q Permit No. U050c3 - Z Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) p q Phone # Owner's Address t 0 5-0 i City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 10 g-0 M E., q6 O _ City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 4P60 C o / V L C®aer Phone # ! . (?Z 6 O7 Contractor's Address Wo kc— = ) City &\1 M c.t,.,+ i 1 State 'L Zip r9 l Qualifier y — .,e toa _s ed- State Certificate or Registration No. O&C 1g° CI Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 414— 4 Phone # Type of Work: DAddition DAlteration ❑New Describe Work: ;os--oLlz Square Footage Of Work: Repair/Replace ❑ Demolition ****************************Fees****************************** Submittal Fee $ Permit Fee $ l 10 CCF $ J° CO /CC. Notary $ 500 Training/Education Fee $ 0 .2.O Technology Fee $ a_95 1430 Radon $ Zoning Bond $ Structural Plan Review. $ Scanning $ Code Enforcement $ Total Fee Now Due $ 1,2,9-55 (Continued on opposite side) idA141. 7 PAID Bonding Company's Name (if applicable) A17/7— Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /Virf 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 reinspection fee will be charged Signature Owner The fo go" g ' 4 ent was acknoo day of f g 20 by J who • o ed before me this The foregoing instrument was a �..- dged before me this 1U' day of 20 S,y e5stee_ 'wsc-1Q who is persona ly known to me or who has produce Ars i entification and who did take an oath. • NSW produced ion and who did take an oath. NOTARY PUBLI Sign: Print: NOTARY PUBLI My Commission Expires: * * * * * * * * * * * * * * * * * * * ** CJND18098* :*_ MY OMIS IO D 3 tax pn�a f -���. • EXPIRES: July 7, 2007 n " Balled Thai Notary Public Underwriters Sign: Print: My Co * * * * * * * * * * * * * * * * * * * * * * * * * a * * * * * * * * *�r * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** # # # # # # # # # # * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Plans Examiner Engineer Zoning TIQ.C-Cks.3044N) CAnP .... • tt' GAO&, �331� •• ••• • • ••••• •• •• • •• •••• •• • • •• •••• • •• ••• • • • • • • •••• •• • W;061014) cee l aCeW4 € 4 - . rnt„ t4,l „.4 ac1k vin`s . +, ocL€W ea pro c9 cc..Q. N O \ KO -02 0 3b6--. oZ geSEV SEP 18 2006 . i •A MADE Gdl fl&& . (paw. . • ••• • • • ••• los° NE; quo, 6Tr��are► -.. • • • • . • . • • • • •• ••• • • • • ••• MIAMI -DADE C{,UNI r , r LORIDA di‘cule gAe,ee4i FL a313g :NG CODE COMPLiAnti OFFICE (BCC()) ;CT CONTROL DIVISION • • • •• • • • •1x10 • • •• • •• METRO -DADE FLAGLER BUILDING Wt ,T F:t•A,GLER•STRaT, SUITE 1603 • : • • t4 t•Aat 1. r LI1 DA 33130 -1563 .13051,315 - 2901 • PVC (305) 375.2'1 U& 1� ;< ICE OF ACCEPTANCE (NOA) PC" ".trlustries •• • • • •• ••• •• • 107b technology Drive • • Noi mils, FL 34274 • • • • • • • ••• • • s. 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 c. c Hoare/ . Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowr:d by the ..uthority having Jurisdiction (A1I1). VOA shall not be valid after the expiration date stated below. The Mianii °Dade County Product Control Liivis.',n (In Miami Dade County) and/or the AH3 (in areas other than Miami Dade County) reserve the right to v.: tills product or material tested for quality assurance purposes. If this product or material fails to perform in the i.:cepted manner, the manufacturer will incur the expense of such testing and the Alit may immediately revs ee modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to .:. eke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or m:ctet-ta1 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 High Velocity Hurricane Zone .i the Floe iris Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window - Impact Resistant APe ftOVAL DOCUMENT: Drawing, No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 throut;n 4 of 4, picpared, signed scaled by Robert L. Clark. P.E., dated 5/22102 bearing the Miami -Dade Product Control Revision stamp with thc Notice of Acceptance number and expiration duce by the Miami -Dade County Product Control Division. r'✓t!SSILE llM.t'ACT RATING: Large and Small Missile lmpact (_t .' r L1NC : f ach 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 no change in the applicable building code negatively affecting the performance of this product. TEitMINATION of this NOA will occur after the expiration date or if there has been a revision or change in thc materials, use. and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any for salcs, 4uvertising or any other purposes shall automatically terminate this NOA. Failure ce �^.riy Fro:!u.:t, . with any section cf this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miii,ni -Dade County, Florida. and followed by the expiration dace may be displayed m advertising literature. If any portion of the NOA is displayeu, 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 thc request of the Building Official. This ^?uA reuses NOA # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above:. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page t IMF " .T $10NI_C •DNS t'tom Cf'TI NM. A''.S0 SLL 'ABLE EE'_0w AND G.AZI!':G (, 3`.:) L4%41) L1EL' U' "I::ANTC A ;t` i-L•9 L4 r , vo, lli,.4:: E 1th7F:, (:_/ • -`L. :4 A ,S /6 ht.,. iif'tN::TH: Zr..: ., -.SS ::v.' or C RA' G SEE TA t LOADS BASED 'EGTE:; PRESSURE a- GLASS ': : �'. . ` 3r5 C' ;:,� wr ! h Tr ,T r,P1...SSLRE & GLASS itt ROA' n" FAE knEc` LD.:A:ED '-CLt ;wi & S„ �.L 4' .sr r" L.,. FAD:•' E :>z Of ' i 'INN RF!: C F,NTE R,. INE- M.',X • 5 • is -4. f:•.. rFi1,+ . -.,i •CPS 1: ;• ,�� #� HOT:j'R 1`•';,•.Ulk[Ni.ti• •.. 7I-•,;li�r:,, �t.4":L1'at:I 16 RCi .-.FtI,L;, TES- Fr' ; rL -'9t -7 - -- 74 • 1.1AX j 3.) 5 /9'• MAX OPEN:NG ,8 1/4'' MAX FIXEa CITE DAYLIGHT 3PENING p. MAY., HE::GHT • 4 Wb;1 T •i 33 5 /8., MAX DAYLIGHT 3PENING 0 1 hilt OE:CRIPrat v.T. f OTY, /LOCATION !'L41 :;.1F FRAME ...IVO M:dm. E063 -.7.j it) '2225 (2 2 I 'XED MEETING RAIL lA!:,rn ('C._'. -T:.` C12228 1 r y.ASH FhEET:Nu Wit_ ,r!:.: , EQo3 -T;,. 12224 . F:- Ate' S�.)E RD!L (A, "n ^'.Y5} CT223r 7;NG BFJLU (f414'''.,,,%16:17:-.4!:.: . ;) ti5345" P.' MAX A t - }ty I o �re1Nt?_0•C� A[ A' • • E3 -T 1 3fi J rr .;fspon a' frame s n) ;'.,.IJIAAX 17 -'RANGE FRAME HEAD Morn. E063 -T5)�( 1 L'LAivDL f RAM Alum. 6083 -T5 - c :AM:, SILL ADAPTER Alum 4163-TX 1.5ISA.,H r.IP B5. RAFE S•Aturr,. Era'3 -1; f1 I IALUa4AX ILN)0R .._ frgnoR F- 1212.1-•_ j . ALL,MAX •At- 1222,1 1 tc s,'MAX AF -12220• ?' ALUI,IAX AL'JMAX A'10 a,i1AX ..)1AAX #�.c__�. ty 1w 1. 606 eI,!16�j±v JI'.4,41; l' -U:3'2 1. 5s�j 16 : 350 t ak.,!NAT p It _ 1 -T CHAN cL um. b06Z -T5 00 Ph. FL MS ,6 [`6 >< 1.000 PH. RAN W 7 WEATHERSTRIP, '•I!N W VTR k .500 PHIL • 1 SM5 91.1 9 IWL 61224D E532377 I 3' AX 4fAL:ii GtA e HP.7 SITO.NG14ENro GLASS 1612244 t9 mids on o' vent).__ Wrndiood •o•ter sc'ews t9 e8 a 1.00G Pt_i4 SWEEP LATCtI 21 W EP HOLSI!VG 2.. WE HOUSING IL 0 eo. enc cl vent to � rail BRASS WHEELS 781RWHL2 4 per Probe, Housing) MWEATKERS' RIP - P1lETFINSEAL 61067W ; LOvenl top,'bot rails & rntq. IUCON 52893 H_R TRIP •Ut.B VINYL 6TPi49 1 (0 vent_Lomb roil) 10X1 At -12 ?3 • -12237-i AF- 12238 I Al • -12.38 "i At - 122401 r- 4;377 6xtt+ A �f.r •nti -lift chonnell 5T` 47 8 1 per ',• in, t •d FStsk 2 (Sweep Latch screws! 4 when u'I 1 2 w e . otches4 h[31;0LA E. • me - re 096 '0250 •70251 est_g 1 11 from ends -vent mtg. rot 2 if heit)'!( s > •• 42 "1 3 1 ®'nmdsPan 2 1 4 'torn ends 3 1 tamrdE ^r. from e 57" VAX VENT DAYLIGHT OPENING �1 1' toX -r - a' MAX 1 6'44 I--- 4- MAx SEL NOTE a ON .AEETI'.G '_LY..Vt-. ION RAIL ANCIIOftAGE DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. !GLASS TYPE A OR 8 DETERMINATION (SEE NOTE 1j . WINDOW L WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A r 37.000 A A A a A 44.000 A A A A B 1 53.125 A A B a e 163.000 A B 0 0 6 i 74.000 A B 0 6 _ 0 [ALUI,AAX 'FASTED RCHANTS FAS�C►iER TEAM PLASTIC!3.__ ME- nCMANTS FASTENER -12244 P -24; 44ERCH T. f,!ST:.NER id1NIOURE, 01E CASfftYC PC1.f14 Xx- mASTE$7 -66, 7 -tAiU -250 '1LT'P.G.T • 7 - 1 ; s N T F. T+ 1/-4110-251 SST R vINYI -TE roil) �SCHLE; L. C RP. FS -2E 6 DOW CORNING' 899 (Lihro CS 1.1 • • • • • •• • • •••• • • •••• t7HtvuLD • • • •• • • • • •• • wd • • • OX ELEVATION r • .79. 1. rr! . MJSStC.4.:�. rer• • • IsOSOWS. �`L°4s`4175"I ALUMINtIM HORWOL AL- SL•RA�NG WZIQQty_ a o. eCt tS26 $'•"n'91"'` loss I Misr " i• • - —"'"; a.A :..a9ats, 1 s�t1. HIS -7t0 i NTS 1 11 • 4 •• 4•1 12 P.I r HLI H1 —2' C RO.uH CPEN.NG .500 MAX *TOTH EXTERr4R VENT DAYLIGHT OPENING c. LiCRI2ONTAL SEC',24 1/2- GLASS BITE I /8" ANNEALED CLASS .090 t$TERLAYER (MONSANTO SA LEft OR DUPONT W /BUTACITE) 1/8' ANNEALED CLASS 13 t /2' GLASS RITE /11' HEAT STRENGTHENED GLASS .090 'N7ERLAYER (MONSANTO SArLEX OR DUPONT W /BUTACI1E) 1/8' ',EAT • STRENGTHENED CLASS :,I.AZtNC pETAh.$: 5/16" (.3501 LAMINATED !,114M,0* are•• • • • •••• cos • • ==.ne /7/24, RU rt ' (lark. PE Pt '447:1 St. •Ia 1070 TECn •OLO4Y mot 10M0MA. F. "273 PO BOX t^:: NO+t4.6. •..,. ar ow•y.••. • • F.W. 1 1/5/0 f j At7fi. 4SS F 'Ur /22/02 THIS r • • Oman aa.. I _ �• • 05. 2/16,/981 •• •• oessnOca; •••Or•• SE. T1ONS ZL 2'NG Q •. • • • • . . •••• • • ALUMINUM h®t!ONTAL .SI•4' )LNG re4MW t StL'MCO0 Saw . rrs -pr NTS ! Sa.q2 of 4 41/2 I C ■ APPRovin E 1/4' 1414. p-s 1/4" MAX Shiv 3/if," DR 1/4" lArr.oN ‘y," 1112 ,40 (SEE NoIE ;) c,r-CTION 3/16 OR 1/4" TAPE ON w/ 112 HD-) (SEE NOTE 1) _'/4' MAX SH • 4 7 " • TYPICAL SJ. rioN iL1 t. APPROVED vi000 fialc 1/4: MIN /4' w.x.J SHIM \- /10 WOOD SCREW TYPICAL Hf."A!) fi.ECTION Wel0D. G 10 wOOD SCREW /VC FROvE0 2x WOCD Sax 1/4" Mk:, StI"-..." 71 '/d Wk. 3/1E" OR 1/41 1APCON W/ 112 to (sa- NOTE 1) APPROVED/ WOOD BUCK 1 / 4" MAX Fsitu NO'F.S. C...11' 1/4 • -- TYPICAL StL 3F WOC.1). NC NOR N TYPICAL JAMB_ SECTION APPRSVED__/ 2x WOOD DUCK TYPI j, JAMB SECTION SUBSTRA7 ANCHORING WOOD ANCHORING • • 1. USE ONLY 1,41AMI-DADE COW', APPROVED EICO OR 11W T4f;5NT 2. REFERENCE TEST REPORT: F11.-1969 Rqbertr.. C,rk, P. PE r.P:712 vanwp, T IN • —RIES • Mama *: Caw •"1101%.• • • F.K. 1 1/5/C I 10,201419 r22/a2 OESIC.: • Iea. 08. v voe 2 •••• • • • • ailwitt.i. t tit 1.1101 • • • • as campy* 4.04 me • Alga 4M1114.1 Car • • Ats4aisiat • • lEitiatilts bait i;;;:a4 • • • w eitief1001, • • • • • • • ANCHORAGE • • • • • • • • taIlticrInolr ALUMINUM ..!;7.7f; I f■it- .141716t1W • —4—.— 13 2. BOY S29 f..-4444.4e r sear ; Iv% • * -00.-741 "r"IrAIIS. r 34;14 HS - 7 I '0 7'3 %I 4 • • • 4 • L4 • •• • • • -'-1 h.-- .705 2 781 i. r .737 CO 1 FIAM' E FRAME JAMS 6063 --45 AL.:,W .678 0 5/16" GLAZING BEAD 1 . 167 •-•"{ I-o L 062- -I 2.0 74 j I -kAME 5Li. AGt1''.7 6t' 6,T, • -'55 ALUM - tLFEF..•!C ;: i ?!: ° ^?" rr. '9 f ` .0E2 1.403 'u FIXED MEETING RAIL 6053 -T5 ALUM. .723 .688 ®WINO LOAD ADAPTER 6063 -T5 ALUM. .062 1,183 1.349 —1 # SASH T ^0 & 60TTOM RAIL 6663 -T3 ALUM. .06' 1187 ' .081 —•-1 i---- 1 4` SASH MEETING RAIL 6063 -T5 ALUM. -�-- - .062 1.373 1..273 T-1— 2.710 � +, J FLANGE FRAME HEAD 6063 -T5 ALUM. °x'•9'2 -* ..4 1.29: 1 1.970 j-+-- 0 SASH S;DE RAIL 6053 -I5 ALUM 1.122 2.7;0 a FLANGE FRAME SILL 6063 -75 ALUM. 062 _._. __.�.. 2 094 • • • • • •• • •. E. • ••• •.r"""741411611. • • T • a. COk • • • , 1a , ..;. •• • L'vo-rtr m+ pr rF1': t5/22/O2' t _Nt 4f.HC r1•�`•�c.�bs• • • • • • EXTRUS'VAY "PM, ILES •• • 1070 1ECna:*.06r WIVE ROPC}.t". I 4.1+'5 r.0 ■514 mrooS. rt •.1 ALcJM'rN U .. N' C?"r Nr.glt,• 4•P.• . :•ah*1• • • •.. !i•Sh • • • }•• 4 • • C • • - • • • �$ 710 • • • • • • • •• • • • • • Miami Shores Building Department r4debict Aped oval Schedule / Comparison Chart Address: t CDSO NC CI &"Permit No. Opening • DlsctiptiQn of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact • ib• • or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No • • • (+) PSF ( -) PSF ( +) PSF ( -) PSF ,,r, ..t... • • •••• • • • •••• • • • .. .•• •.. •• • • • .... • • •••• r