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899 NE 99 St (15)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date I L 1 S o Job Address $ / 9 n/ t 5r • Tax Folio (1 " 32..O - 03q -0/70 Historically Designated: Yes No Legal Description 1-% of Z 3 B I k Owner/Lessee / Tenant i3ri) k,)I'1 / ee • •erV Master Permit # .9e 902- $91 N" 9'9 si. Owner's A Contra Qualifier State # C 4-6 / s�•• 7: O Gd /V C �p C o l 0 6 o Municipal # Bert ati t 6145 At I ft Address Bonding Company Address Architect/Engineer FEES: PE o Preside RADON as Date —�1 q/ o Notary as to • er and/or Condo President Date P� My Comm on Expires ., 4n40e °'�� XCALDERON ki= * COMMISSION NUMBER ,qr . a 00902122 � � MY OOI OMISSION EXPIRES Op FA O JAN.13 2004 SS# Competency # C.C.F. 0 NOTARY Phone Notary'as “to Contractor My ommission Expires 4900 3w APPROVED: � Zoning Building ~ ' 1161 �V Electrical Mechanical Plumbing Structural Engineer (305) 233 -6 9o g Address 27 /5 $ W /2.9 �� �• Phon(3V5, t2 e Ins. Co. W/ (- D, rt” 71 En* Mortgagor Address Permit Type (circle one): BU:Q.DIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE WORK DESCRIPTION toot, ns r F. 1)04ac • cad levJ Sl on -b Fzer, :+ 47o OD Square Ft. Estimated Cost (value) / 00 C • SIGN WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 construe on and zoning. F • emmore, I authorize the above -named contractor to do the work stated. it 02 Owner- : _ Date go 03 SS O /.) 21 • ,y ;rtriri udder S NOT EA P ate GLADYS J VILLAR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC71410. Y COMMISSION EXP. MAR. - 42002 BOND TOTAL DUE U f 4,1r•-• • ••••••,•••••,,r•—••■ r fry. 7 • •”:, •;', BUILDING MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL El PLUMBING 0 PERMIT ROOFING 0 0 Owner of Building ',to& r7 (0 (.4.) Work to be performed Architect -- / • -, .-0:1 Contractor - 4 • 1 . -7 i . ..". .■ or Builder Legal Lot „— Description ..--. 11 131. Address / Building of 9 ie 7 44.- 9 .5"f Date - P7 47'890 - Contractor's License No. 1 .. I under this Permit ;...!/.; L / L' A-4 ) it it. • ( 74, 17 ‘5 - C Permit: CCF: I .•■• Subdi- vision I Bond: Sq. Ft.: Radon: Value of Amount of L' Project $ Permit: "`/ 4.* . This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appltca- don herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or etvloye .., t 4 4\ ....- ,4 littbi-Prii ili BY Signed• c; ( INSPECTOR) . , 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 t 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, servant or employee. I • , 4111:Wit2f1f) 11 /77/0111 CONTRACTOR or BUILDER BY AUTHORITY ; - ' PERMIT APPLICATION FOR MIAMI SHORES VILLAGE f �/� r Date 11 1 r) Job Address �?39 q nl t 9 i9 ST Tax Folio • 1 — c/ 96 (0 — 0 r / ^() / 70 Legal Description Block, I Owner's Address Contracting Co. Square Ft. (.0 (,/7 Signature of owner Notary as to Own My Commission E r 6o' &. FEES: PERMIT 891 ,Jt sr Qualifier L�hrl 1, _) �� w) ( : :( >] ss# - State # Cr--; Q 0) � ?� Municipal�l Competency # Address Architect/Engineer Bonding Company Mortgagor Address • an it -4 or Cons . President or Condo President Ili P V PU i -x >AL NOTARY SEAL � ALEX CALDERON Q COMMISSION NUMBER C OF FtiQQO MY COM MFSSION EXPIRES ///9/0 ///9/0 e Date q,00 Date [Mg Historically Designated: Yes Address Notary, My C Master Permit # 9 '7 f 0 Ins. Co. .t efiC (/ (f?l2 �� /M pPPr 6a1/2 /N 7;e0 ut) Abooa s Estimated Cost (value) f goo tl-r of Contra or or Owner - Build Electrical JANET L. CLARK My Comm Exp. 9/27/2002 No. CC 770327 PersoruUy Known I l other �.0. TOTAL DUE No Phone ��0,5—a, (00 (7 lF 0__Off�3,Y11 �S � � , C 'Address 3 / 7 / f gL T?rrci, Phone c —p6 -�f? _ 1/446' ore-1 Fyne Permit Type (circle one) BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING FENCE SIGN WORK DESCRIPTION S2� kA 1.l (9) WARNING TO OWNER: YOU MIDST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL 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 constru . o and zoning. Furth e, I authorize the above -named contractor to do the work stated. o Contractor or Owner- Builder ssio OO lR E, ,iree: C902122 0 n 3.2 C.C.F. /1) D- NOTARY -- 0 BOND ate ////i Date APPROVED: Zoning Building Mechanical Plumbing Structural Engineer NOTICE OF COMMENCEMENT k« :19323 ?'Q93? A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statures, the 'Owing information is provided in this Notice of commencement. 1. Legal description of property and street address: lE f )E q �� 2. Qesai o1 improv rnent: S Z corn 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: _ 4. Contractor's name and address: 0.-OfY g / LLD 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount 01 bond ;s 6. Lenders name and address: *TAX FOLIO NO //- 3 Z04- 03q- O I'7 b 00R4-9 7545 45 a000 OCT 16 11:56 Notary Public Print Notary's Nara Z iZ abed LS8LLL9S0Y6E00L9 9SZ Sot woJ3 wd6b:Z1 (F m10E COMM FLORAL mono was= - w tsrw 1 1(:+Zw am p4 t22 f ES 00- 9i =Wo1 HARVEY RUVIN 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1 Florida Statutes, Name and address: S. In addition to- himserl, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b). Florida Statutes. Name and address: expiration er �_�_ ,A , us from the date of recording unless a 6. Wagon ltd of this N cr t8 Is specified) Signature of Owner / prepared by Print Owners Name _ ( � day of vcT , 2Qf �� Sworn to and subscribed before me this . A+ dress:. ieS ( 1 g 3o satuedwo3:Rq Zuas s( 61 Jr 60 6,18" 97" an fa eVe so 49 s (24) Comat, sr 49 5/ir Carti R L- CD V- 0_24 74* 4.0 49 0,16r C.a...araemot 1— ae f so 7.1 50 5/4" TT 1 1-- 26' offitt) aassn likvaltialc 61968 Orono!). au/Ada 1111 0 (d1antsass fuer, be preateret kry thcrrol tf-=5/9 Vwssatur--.7,44 sir a=kfif (V 2 4) ;Rip Edwatior..e. - — \ 3,4i• ta11471Vait 1.0* a r0 21) ase=stgal Left —cesteabio la "swat argmeusatiort tOptx.....049 to 04 Pdix 68 Osome—r) or- ar aa a/er Cautwratent 1 .97" w 60 I C-4. ZOSO 2C4S0 Not Inststri 15068 ... not& Ihror (011grateky 14.2.t by ft) 0 wave' .1 6.7) Osceurrterit C.2414-- 2(150 Ot 13%)clir,..a•t1 20 60 (90 28 VW aV" r 3.I a/If trzarJ ( _Q 1 & S Catrewpwies Mr. Robert !h- sr,itee &mm lig 1 Lu AJIMEFFna 11 10 , g. Ortiz) NOA 98- 0501.01 Casement I- 37' NOA 98- 0501.01 Casement 50 5/8" 1• 74" 26 1/2" --I NOA 98- 0501.01 Casement Right Elevation R S Comp anie s Drawn by Lou Ortiz Mr. Robert Brownlee Approved 6y: QTY j ate: 50 5/8" I--3r --I NOA NOA NOA 98- 0501.01 98- 0501.01 98- 0501.01 Casement Casement Casement Left Elevation, 36 FT --sr --I 38 3/8" 1 R & S Companies Drawn Sy: Lou Ortiz Mr. Robert Brownlee Approved bp: QTY Date: 9 ' -0" FT NOA 98- 0601.01 Casement 60 5/8" NOA Roof 99- 0716.01 Frenoh Door Drawn by Lou Ortiz / NOA 98- 0501.01 Casement Approved by: NO 98 -0223. 6fuUCeon 60 5/8" 30 FT Rear Elevation Mr. Robert Brownlee Date: 9' -0" FT R & S Corp an,ies 0 30 FT Front Elevation Garage NOA 98- 0223.10 MuU on Roof NOA 99- 0716.01 French Door 24" NOA 98- 0501.01 Casement 80" 72" 0 9 -0 R &c S Companies Drawn by Lou Ortiz Mr. Robert Brownlee Approved bp: 19TY Date: FT 114" / \ / / NOA 99- 0218.01 Fix / \ 050 63 1.. I -- 48" -I I 30 FT Front Elevation Garage NOA 98- 0223.10 MuU on Roof NOA 99- 0716.01 French Door 24" NOA 98- 0501.01 Casement 80" 72" 0 9 -0 R &c S Companies Drawn by Lou Ortiz Mr. Robert Brownlee Approved bp: 19TY Date: FT Structural Design, Inc. 9595 N. Kendall Dr. Suite 209 • Miami, Florida 33176 • Tel: (305) 595 -8965 • Fax: (305) 595 -8966 DATE: October 19, 2000 JOB NAME: BROWNLEE RESIDENCE JOB NUMBER: 00 - 164 PREPAIRED BY: Alireza Lotfi DESIGN CRITERIA: 1 GLAZING CALCULATIONS 1 CHECKED BY: Farrokh Rasekhi, P.E. • Wind :loads as per ASCE 7 -93/88 • Fiber stresses for aluminum extrusions: Fb = .75 Fy • Maximum deflection = L/180 NOTES: 1) Contractor to verify all dimensions. 2) For permits obtained after September 1994, Impact Resistance Glazing or Shutters shall be provided. 3) S.D.I. will not be responsible for site inspections or installation of these windows. STRUCTURAL DESIGN, INC. 9595 N. Kendall Dr. Suite 209 Miami, Florida 33176 (305) -595 -8965 t • 5 4 B 5 _ Dza 50 xoe :C 0 Casement h--53 f /a- --•1 rif: 11 I� su 5 /e' - J ao * J 30 TT - R ear E ley a.tio'n 7 1.(0.4 sa -o: 1\D ee..u:c.. Casement / NOA Rsof 91-07M/31 7� / French Door 2. r ` L 0 Drew. .,r jai bw Lou Ortiz — 3 R & S Gan p anies Mr. Robert Brownlee I_1 Ix4xj xo - .FT 98-0501.0r J ! c nt 50 5/8 1 zs N � f NITA N o 9a- osor.ei 98- 0501.01 Ca.e�+snd Casement .Left .Elevation, 35 P7' -48 38 3 /s" _R &. S Corp aGmie s Mr. Robert Brownlee 1 Lou Ortiz 9 -0" FT 1 t 0 0 G 0 • • • • V C 1A N • 4 • N 0 0 h ., 0 0 r N c 0 NQd 34 -0501.01 Ciuenaon t 12 3 Roof fN. A (1 x4X3/4) 98- 0223.10 Right Elevation l +4 5 (t —4s I o 8 n %t i4- 0501.0f -� Comm rnt Jl.eltion ~ SO 5/C 35 FT 26 f/2" +4-6 -4g -48 38 i/8 1 :BOA 24-0501_01 CazgrPtent 4,„,7 4 LO!f C►r(tz R & S Co'rnp anies 3fr. Robert Brownlee 50 51e Js Q!;' �a2r -0' FT J •O • • • • N e. m • 0 r 0 c • m 0 IA 4 v • • • • Fr z r x 50 5 /E- 26 f/f .r 38 3/ 24 Casement 6a7 /et z 50 5 /8" ( Casement 7s's ter (03l) Casvrnes►.{ H33 Casement 6068 French Door w/side btu Roar Bteva ion Ca nt Right Blevation Castarisnt 74" x 50 5/8' (D 24) Casement Left stavatton Casement front BlevatiArn 7`' x 50 5/8" (D 24) 37* .r tR (23) S7' x 36 3/8" (23) 57' x50 5/8' (26) Cairement Garage 12060 2050 2050 2050 6068 French Door Castsncnt _ 4050 - Fix r-- J Loxvrr Mr. Robert Brow lee (a n Apr.., ►,c sty' – L Lan Ortiz R & S Cornp ames 1.: V4 CZI 1:I - a' $ .2 iq1 ir. c. W t/] - ^� Roof .voA �.� 9E - 02 1 td 9d- 0716.01 French Door ar 174 ; 99- 0218.01 Fix 1 - 4 e ,1 Yf7d / 98 -0501.0 - Casement 30 FT Front .Elevation. 1 80. Dram% yr I Ariervved bV Lou Ortiz 0 1? d'c S Compam' .es Mr. Robert Brownlee 9r -0' FT WALL WIND LOADS WALL AREA 4 .5 GCp ( +) 1.373 1.373 GCp ( -) -1.473 - 1: PRESSURE (PSF) 44.4 44.4 SUCTION (PSF) -47.1 -59.9 STRUCTURAL DESIGN, INC. 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : R &S /BROWNLEE RESIDENCE JOB NUMBER : 00 -164 DATE : 10 -19 -2000 DESCRIPTION : CASEMENT 37x50 5/8 * ** DESIGN WIND LOADS ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** • BUILDINGS' WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE -= 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 13.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.801 DISTANCE, Z = 9.0 FT Kz = 0.801 ++ + + ++ ++ a 4 5 a 4 5 qh = 27.4 PSF qz = 27.4 PSF o ( 5gE SI/ T 2 CAf 46IYY_ - r 75 P5 P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH , = 30.0 FT CORNER DISTANCE, A = 3.0IFT Farr Jtasekhi, P.E. Con u iti n g-Struct.'Fin `veer Structural Design. Inc.. FL. Registration 08001 65.000 x 62,50 5.r 11. -- M1 rCENCA 4.000 ® --- I II I 1 --m- 36 :25 I J5. 125 74.007 A45X. N i ARGF MISSLF II !PACT WJNDOK5 r.) 5,/16 (.na) L4A L4=FP W/b7WONT mITAIA7£R (Va %ci /1 /B7 Q ZI5c 'fre (250) I.NM 5D W /1•3454A7D aWMCA= (, /a' /.w0/: /07 1.) ww:a.tt.r7C.rs �Y. br xJ uscv fRETSL _ WV* 4 e.r.r.. -.m Pfl. 4.4 u+orass: auto S' PROM Fires MAIM 2 MINOFS r' APART. 4• ff70N FACH u!r12N7 7CAz UU. SPeOMO 47 MAC & StlL: 17.000 LALL SWCY4a AT .PAWS' x7. S) SWIM RECKARN?f` 0.0 S.aA'fc'RS RE'JfaRFD [) R6tiZICL too worm: ,n -2211 410 5.000 11.000 // Farrokh Rasekhi, P.E. Consulting Struct. Engineer Structural Design, Inc. FL. Registration #88001 2/ IJ/98- 2 1/12/99 N. T. S •btaf.m:..• tiost Iry Ai.-- P.O. 60X 1529 NOKOMIS, FL. 34274 rB aflrotYfi M co tra r In 7•: Sa71n ROHM OtIVY C ex+. test lt7JUA24k & '+9 P7[O7K�C� OM :7> 6tal015a CI Carl•&'¢ mut aavwr A•ni0 • IEW a..r..... aii= 18 a 1 LPs __h ia7: Wd t r) ". l t.nni O0 I fa.t }SL..0 ' 1 4 FRONT VIEWS, ELEVATION4XX) 339 WALL WIND LOADS WALL AREA 4 '5 GCp ( +) 1.400 1.400 GCp ( -) -1.500 -2.000 PRESSURE (PSF) 45.1 45.1 SUCTION (PSF) -47.9 -61.5 STRUCTURAL DESIGN, INC. 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595-8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : R &S /BROWNLEE RESIDENCE JOB NUMBER : 00 -164 DESCRIPTION : CASEMENT 37x38 3/8 ROOF SLOPE . _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE 3.00 : 12 (14.04 DEG) 9.9 FT2 12.0 FT 9.0 FT Kh = 0.801 Kz = 0. ++ ++ ++ ++ a 4 5 a 4 5 DATE : 10 -19 -2000 qh = 27.4 PSF qz = 27.4 PSF CAPACITY= ±75 psF SHT. 2) P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 30.0 FT CORNER DISTANCE, A = 3.0 FT /0 /Vero ,Fiirro Rasekhi, F.E. Consulting Struct. E:ig!neer Structural Elesig!Jnc. FL. Registration #38001 1 WALL WIND LOADS WALL AREA 4 '5 GCp ( +) 1.400 1.400 GCp ( -) -1.500 - 2.000 PRESSURE (PSF) 45.1 45.1 SUCTION (PSF) -47.9 -6 STRUCTURAL DESIGN, INC. 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : R &S /BROWNLEE RESIDENCE JOB NUMBER : 00 -164 DATE : 10 -19 -2000 DESCRIPTION : CASEMENT 26 1/2x38 3/8 ROOF SLOPE _ TRIBUTARY AREA MEAN ROOF HEIGHT = DISTANCE, Z •- * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ++ ++ ++ ++ a 4 5 3.00 : 12 (14.04 DEG) 7.1 FT2 12.0 FT Kh = 0.801 9.0 FT Kz = 0. 801 a 4 5 qh = 27.4 PSF qz = 27.4 PSF CAPACITY= ±75 p$f SEE $H1 2 ) P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 30.0 FT CORNER DISTANCE, A = 3.0!FT , //AO • Farm Rasehti; P:E. • Coneultini.Strubt.Ingineer Structural Design, Inc.! FL. Ilegistr. atian #38001 WALL WIND LOADS WALL AREA 4 GCp ( +) 1.329 1.329 GCp ( -) -1.429 - 1.841 PRESSURE (PSF) 43.2 43.2 j SUCTION (PSF) -45.9 -57.2 STRUCTURAL DESIGN, INC. 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : R &S /BROWNLEE RESIDENCE JOB NUMBER : 00 -164 DESCRIPTION : CASEMENT 4 -0x5 -0 ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE 3.00 : 12 (14.04 DEG) 20.0 FT2 12.0 FT Kh = 0.801 9.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 DATE : 10- 19 -200p qh = 27.4 PSF qz = 27.4 PSF G A PAC T Y:.-. ±' 75 o.K•✓ (5e 5 P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 30.0 FT CORNER DISTANCE, A = 3.01FT 7/ Farro Rasekhi, N.E. Consulting' Struct. Engineer Structural Design, Inc.' FL. Registration #3S001 WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.336 1.'336 GCp ( -) -1.436 - 1.1856 PRESSURE (PSF) 43.4 43.4 SUCTION (PSF) -46.1 -57.6 STRUCTURAL DESIGN, INC. 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : R &S /BROWNLEE RESIDENCE JOB NUMBER : 00 -164 DESCRIPTION : CASEMENT 53 1 /8x50 5/8 ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS = ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS. WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY= 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE 3.00 : 12 (14.04 DEG) 18.7 FT2 12.0 FT Kh = 0.801 9.0 FT Kz = 0.801 + ++ ++ ++ a 4 5 a 4 5 1 • i DATE : 10 -19 -2000 qh = 27.4 PSF qz = 27.4 PSF CAPACITY.1:75 p$F o (66 CPT. 2) P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 1 BUILDING WIDTH = 30:0 FT CORNER DISTANCE, A = 3.0 FT F Ras i, P.E. Consulting Struct. Eneer St �uctural.Design, inc. n ' FL Registration #38001 WALL WIND LOADS WALL AREA 4 GCp ( +) 1.329 1.329 GCp (-) -1.429 -1 !841 PRESSURE (PSF) 43.2 43.2 SUCTION (PSF) -45.9 -5 STRUCTURAL DESIGN, INC. 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : R &S /BROWNLEE RESIDENCE JOB NUMBER : 00 -164 DATE : 10 -19 -200? DESCRIPTION : FIXED 4 -0x5 -0 * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS' WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.801 DISTANCE, Z •= 9.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 (66$i-I qh = 27.4 PSF qz = 27.4 PSF CA PAC t1"(= 9 PsT P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 30.0 FT CORNER DISTANCE, A = 3.0 FT /1/4 Farrokh Raseedhi, Consulting Struct. En neer Structural Design, Inc. FL. Registration #38001 96.000 VAX. 6.250 48.000 MAX. i7.750 MAX. ON CENTER 16.500 LL4X. I ON CENTER 6.750 A.47/1.;.4 zf s % •e-. O.B. ?laded rt,e0.9. 7/1 6/98 t 29/99 ICI. T. S. Farrokh Rasekhl, P.N. Consulting Struct. Engitiocr Structural Design, Ino. FL. Registration #88001 LARGE MISSLE MPACT WINDOWS 1.) GLAZING: 7/16 (.454) LAMIALATED W /INTERLAYER (3/16` HS /.090 F1LU /3/16" HS) 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +90 P.S.F., —90 P.S.F. 4.) ANCHORS: MAX,. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 L4AX. SPA AT HEAD & SILL. CORNER 17 (JAMBS) 1.44 X. SPACING AT JAMBS: 16.500" 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 5.) .REFERENCE TEST REPORT: FTL -1971 oa.rra.ra Daralpac C =Yanti 1l Ca11 m :ern r;n Ctl -j�Q(��� �- .01 701 1 ELEV. .sue 1 .r 4 IMPACT PICTURE WINDOW. (.Q) P.O. BOX 1529 NCKOMIS, FL. 34274 8 I 4214 rA WALL WIND LOADS WALL AREA 4 GCp ( +) 1.229 1.229 GCp ( -) -1.329 - 1.615 PRESSURE (PSF) 40.4 40.4 SUCTION (PSF) -43.2 -51.0 STRUCTURAL DESIGN, INC. 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : R &S /BROWNLEE RESIDENCE JOB NUMBER : 00 -164 DESCRIPTION : FRENCH DOOR W /SIDELITE 96x80 * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 53.3 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.801 DISTANCE, Z = 9.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 DATE : 10 -19 -2000 qh = 27.4 PSF qz = 27.4 PSF CA PSI G1Ty= � prr 51l T. 11 P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 30!0 FT CORNER DISTANCE, A = 3.0IFT f 11/ r arrokh Rasekhi, P.]E. Consulting Stmet. Engineer Structurral Design, Inc. FL. Registration #38001 WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.258 1.258 GCp ( -) -1.358 -1.681 PRESSURE (PSF) 41.3 41.3 SUCTION (PSF) -44.0 -52.8 STRUCTURAL DESIGN, INC. 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : R &S /BROWNLEE RESIDENCE JOB NUMBER : 00 -164 DATE : 10 -19 -2000 DESCRIPTION : FRENCH DOOR 72x80 ROOF SLOPE = TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS = ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE 3.00 : 12 (14.04 DEG) 40.0 FT2 12.0 FT Kh = 0.801 9.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 qh = 27.4 PSF qz = 27.4 PSF Cs�E 51-17. r� P = qh(GCp) - qh(GCpi) GCpi =-± 0.25 s q ®o ,Farrokh R.ahi, P.E. Consulting Struct. 'Engineer Structural Sign, Inc. ;' FL. Registration #38001, CA"PAG►TY- - 6,7 fsr ` � . o�K.✓ BUILDING WIDTH = 30.0 FT CORNER DISTANCE, A = 3.0 FT I— - - L; i 13.50 I •-• . ■.;;;n - 4 fril _ 10.625 — 71.75.1 ----1 .3!.. • 2.! - — 0 • tilt= L007 i TIT-41 i t-- 1... ....! r..1.15 .. ,, 411D21-.. i .... ;4 .C113 -..-. . I i-- s • AI -1 ,- / -..-.. • t.00 I-7: _.... tie Invan• er c.•■■•• t111 LoceLn. 7JA a Ocrt 1 1.1 : .43? L.Mt1447r3 ./.090 SOLER !P11011A0711 i 2.) DESNA PRE!SVRE tattvG: i'SFE .VIEET .1 .11R ■:ericrts) c frrov 1 •C7 t.rd -0? 041 . CoPrrin 7: 4 .75 psr - Dig .3) IWGIOPS, DOOR MAX. MAI COANif6 e.f,00 (ttge & FR) At CORA(RS: 6.4 (its) M. sPACINC AT 14711) & SILL. 1.3-500 mAt. !..PACNC .A1 JAMBS: 2 4.1 StlIA REMIRFIVCRIT: Sher:CRS MT: PCOUIrrC. . 5 ) RE/111rwrE •rsr PCPC`te• Fa -34167 I e) SfAlAtil 10 fit APPLA11 ANOL THE' rR•tqt COPSEP & PAWL Cf0311iN ---.- - &MOW 4.1 .:neKtMe tot. 7,1 5.1191 fIZto BttjOo. ; off RV 0tIcv ..ISIIK5-L113..4 "Cr :sm....! ro3c,; ccat e.:?*(ON;i . 'r.: irrt N3.. 0! • 244> J. 4 - .." 57:. n r r_s4 1M „, i. .7., _____j --- -- -- — -- , _ ...._:-_, 1 • 7C r4 -LL 'I L- I 1 i L; -.!.‘ ii_ . , ,43 ..., 1 .... _ . : • —, ,_., i 1 "'”' • 000 --I 4.:00 •••-•tv - 1- i -I 1— 3v WA! 1 INDUSTRIES 1 ' - !AK T - -- I . •/.. 'C? lage........ret_sect ........., . 1 a... . I ::, Trt (:), Nr:Knr-li:. ri . 1 Doi,: fle I 1 fr ..../444 4 .... .. J 04+,44... ..,s.r.77 reIrr6;71:7-1 h Door .1 W/Sieleii es - LC L.G t ::..") ."!..."; 1- ..._ ' • YCI N O. ....4.0.•• *----- --'. . I 5 1 0 1 7/17/9c IV I CI • e 1 97 :; ISca .. 1 i, ilImmob 9,.. • .4. • — -- • \....••••••• L. r 14 WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.329 1.329 GCp ( -) -1.429 -1.841 PRESSURE (PSF) 43.2 43.2 SUCTION (PSF) -45.9 -57.2 -- STRUCTURAL DESIGN, INC. 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : R &S /BROWNLEE RESIDENCE JOB NUMBER : 00 -164 DATE : 10 -19 -2000 DESCRIPTION : MULLION 4 -0x5 -0 ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE 3.00 : 12 (14.04 DEG) 20.0 FT2 12.0 FT Kh = 0.801 9.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 qh = 27.4 PSF qz = 27.4 PSF C ,4PAGITY= So PS . ©.✓ C S E 5147: 14 CoNNc -rIo T YPE ir c EF stir, l 5 ) P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 30.0 FT CORNER DISTANCE, A = 3.0 FT /0 /1/0e Farr okb 1b se P.E. Consulting Struct. Engineer Structured Design,. nc. FL. E,egistrationl #38001 WALL WIND LOADS WALL AREA 4 GCp ( +) 1.373 1.1373 GCp ( -) -1.473 - 1.'940 PRESSURE (PSF) 44.4 44.4 SUCTION (PSF) -47.1 -59.9 STRUCTURAL DESIGN, INC. 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : R &S /BROWNLEE RESIDENCE JOB NUMBER : 00 -164 DATE : DESCRIPTION : MULLION 37x50 5/8 ( x 4 mUa /a ,') * ** DESIGN WIND LOADS - ASCE 7 -93 * *'* * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z 3.00 : 12 = 13.0 FT2 = 12.0 FT 9.0 FT ++ ++ ++ ++ a 4 5 (14.04 DEG) Kh = 0.801 Kz = 0.801 a 4 5 qh = 27.4 PSF qz = 27.4 PSF CAP ,4c(TY. loo 'sF �. o•K-• ✓ (566 S N T. 14) 11 „ C O N,IEC Ti T YPE; C S EE stir 1.0 P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 30.0 FT CORNER DISTANCE, A = 3.0iFT 10 -19 -200? ea F ai rokh'ttasekh i, P.E. Conau1ting Struct. Engineer Structural Design, Iuc. FL. Registration #3 '8001 14 MIAMI -13 ,DE BULLRING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375 -2908 Security Windows & Doors CONTRACTOR LICENSING SECTION 5100 NW 72 Ave. (305) 375 -2527 FAX (305) 375 -2558 . Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Your application for Product Approval of: • PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Aluminum Tube Mullions (non - reinforced) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99-0104.02 Expires:01 /02/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 02 /05/1999 'lernet mail address: postmastr buildinrcndeonlinr_ri,... ranclsco Quintana; R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Security Windows & Doors ACCEPTANCE No.: 99- 0104.02 APPROVED FrE 0 5 1999 EXPIRES January 2, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1213.01, which was issued on January 2, 1996. It approves an aluminum mullion without reinforcement, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Aluminum Tube Mullions without Reinforcement and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -08A, titled "Mullion Details ", prepared by Al- Farooq Corporation, dated September 29, 1995, revised December 6, 1995, sheets 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement for the opening in which it is to be installed. 4. INSTALLATION 4.1 The aluminum mullion tube without reinforcement and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or Logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 Mant.J Perez, P.E., Produ'l ontrol Examiner Produr.1- Control Division Security Windows & Doors ACCEPTANCE No.: 99-0104.02 APPROVED FEB. 0 5 i9 EXPIRES January 2, 2002 NOTICE OF' ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. . This Notice of Acceptance consists of pages 1 through 3. END OF THIS ACCEPTANCE 3 of 3 3_ '_t f Manuel erez, P.E., Product Corot Examiner Produc of Division MIAMI -OADE PRODUCT CONTROL NOTICE O1' ACCEPTANCE PGT Industries CONTRACTOR LICENSING SECTION 1070 Technology Drive (305) 375.2527 FAX (305) 375-2558 Nokomis FL 34274 CONTRACTOR F.NI ORCEMENT SECTION (305) 375 -2966 PAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of (305) 375 -2002 FAX (305) 372 -6339 Series Owswing Aluminum French Door wl Sidelires Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. 13CCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined 13CCO that this product or material fails to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0716.01 Expires:02 /11/2003 MIAMI-DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING HULLOING CODE COMPLIANCE OFFICE METRO -DADE FLAGLEi2•IUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 02/11/2000 Internet moil address: postmasterObuildingcudeonline .cons rancisco Quintana, R.A. Director 1 of 3 Miami -Uadc County Building Code Compliance Office Hontepu8e: http : / /www.huildint:codeunline.cont r l'G Industries. 2of3 ACCEPTANCE Nu.: 99- 0716.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS . FEB 1 1 2000 FEB 1 1 2003 1. SCOPE 1.1 This approves an outswing aluminum French door. as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Outswing Aluminum French Doors w\ Sidelites - Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 972, titled "French Door w1 Sidelites" Sheets I through 4 of 4, prepared by manufacturer, dated 07/12/99, signed and aeulcd by Robert L. Clark, P.11, bearing the Miami - Dadc County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door w\ Sidelites only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors w\ sidelites and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shat[ bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami - Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building perntit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, dearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. • L4grcS� )shag Chanda, P.E. Product Control Examiner Product Control Division PGT Industries. ACCEPTANCE No.: 99- 0716.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FEB 1 1 2uuu FEB 1 1 2003 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved: c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product: d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory perforrnance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miarni -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all titne. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. [shag Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series C -700 Ou.tswingAtuminum Casement Window - Impact Resistant (5/16" Laminated) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 98- 0501.01 Expires:01 /28/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:01 /28/1999 Internet mail address: postmaster ©buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 rancisco Quintana, R. A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Vinyl Tech/Progressive Glass Technology 2 of 3 ACCEPTANCE No.: 98- 0501.01 APPROVED : JAN 2 8 1999 EXPIRES : JAN 2 8 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series C -700 Outswing Aluminum Casement Window — Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No. 339, Sheets 1 through 4 of 4, dated February 13, 1998, with revision B dated 1/12/99, prepared by Vinyl Tech/Progressive Glass Technology, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manu: Perez, P.E., Product C trol Examiner Prod ct trol Division Vinyl Tech/Progressive Glass Technology Acceptance. ACCEPTANCE No.: 98-0501.01 APPROVED : JAN 2 8 1y53 EXPIRES : JAN 2 8 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4.. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. - 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 Manuel P - rez, '.E., Product di f Product : of Division trol Examiner M1AM& =DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis Expires: 05/20/2002 Approved: 05/20/1999 FL 34274 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Series PW 701 Aluminum Fixed Window - Impact Resistant (7/16" Laminated) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0218.01 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. 1 of 3 Internet mail address: postmaster ©buildingcodeonline.com air ., .. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com PGT Industries ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PW 701 Aluminum Fixed Window - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4214, titled "Impact Picture Window (0)" Sheets 1 through 4 of 4 dated 2/16/98, revised on 1/29/99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This•Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. innovative 2 of 3 99- 0218.01 MAY. 2 0 1999 MAY 2 0 2002 Manuel 'erez, P.E. Product : s:Slo Examiner Product .. , • of Division PGT Industries ACCEPTANCE No.: APPROVED EXPIRES 99- 0218.01 MAY 2 0 1999 MAY 2 0 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, .shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this 1. t page 3. Manuel • erez, P.E. Product Co .. Examiner Produc • trol Division - - END OF THIS ACCEPTANCE 3 of 3 96.000 MAX. 6.250 17.750 MAX. ON CENTER 48.000 MAX. r7 16.500 MAX. I ON CENTER 6.750 //47/ Z 1 11 Reri,lon,.._ MateriaC brawn By: D.B. Reri,.d eS D. B. Vendor No.: LARGE MISSLE MPACT WINDOWS 1.) GLAZING: 7/16 (.454) LAMINATED W /INTERLAYER (3/16" HS /.090 FILM /3/16 " HS) 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +90 P.S.F., —90 P.S.F. 4.) ANCHORS: MAX. 6 1 /4 " FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 17 3/4" MAX. SPACING AT JAMBS: 16.500" 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED . 5.) REFERENCE TEST REPORT: FTL -1971 Oola: 2/16./98 Dab: 1/29/99 Seale• N.T.S. APPROVED AS CO■iPEVINC 70Tl1 Tft !OUTiI FLORIDA BUIlDiN0 CODE OAT BY PkODUC c''' TRD; n':..: EUILO;:JO COZE COUr.A! ;CE Orri(f ACCEP'.A7CE ' LAS Clossitication: Col iSorir / del: IIm.. P� ELEV. I sn.ec 1 a 4 DaaafpDart IMPACT PICTURE WINDOW. (.0). ,Ndn.. P.O. BOX 1529 Si. ,: !Oral/Ir No.: NOKOMIS, FL. 34274 I B 4214 " A ITEM 1 2 5 6 7 8 10 DESCRIPTION Frome Head & Sill Frame Jambs .688 x .500 Channel Glaz. Bead Seam Sealer Closed Cell Foam Tape #8 x 1.000 Ph. Pn. SMS Silicon Back bedding 7/16" (454) W /MONSANTO INTERLAYER 7 16" (.454) W /DUPONT INTERLAYER x .875 Ph. Fl. Self —tap V.T.# 612241 612242 6533402 6SM55W 61308 781POA 62899C 7PWSW QTY. /LOCATION 1 ea. 2 4 4 (between bead & glass) 8 (Frame Assy. screws) 1 1 Bead screws. 2 1/2" from end; 20" centers VENDOR Alumax Alum ax Alumax Schnee — Morehead Stik —II Merchants Fasteners Dow Corning H.P.G. H.P.G. Fastec AF -12241 AF -12242 AF- 533402 SM5504 1308 899 VENDOR NO. . APPROVED AS COMPLYING WITH THE SOUTH FWRIOA BUILDING CODE OAT E 4.N 10 BY PRODUgTROI DIY S GM BUILDING CODE. CO`APL:ANCE OFFICE ACCEPTANCE NO. 1 C 0 1 1 I 1 Of 9 Revisions: Material: Rowed D" D. B. D.B. Data: 2/16/98 %29/99 Vendor No.: Sco/a: N. T. S. progressive CL A SStechn ology l.....• M- sre • Arm tr ■•• Classification: c'sP I s.,1 "" 701 Item: Isr «b 2 Description: PICTURE WINDOW -. -. Md..... P.O. BOX 1529 Sire: NOKOMIS, FL. 34274 I B Dm.irp Ho. 4214 1 R. A 2.784 7/16" (.454) W /MONSANTO INTERLAYER 7/16" (.454) W /DUPONT INTERLAYER / Revisions: Wafering. Cia•sificafion: Aram By: D.B. R..;.ed Br D.B. Vendor No.: I progressive SS technology r..w.r Oak thi w.� • OE. r APPROVED AS CONPEYING WITH THE SOUTH FLORIDA MIXING CODE DA BY PROM. P.o: D S JY BU LD;NG CODE COMPL :NCE HCE ACC:NTA:CE NO t1 - )ZI _ 1 Sa(p /Model. n•.. sK.r 3 a 4 701 SECTS. Dosolption 2 /16198 . 1/29/99 SECTION VIEWS - HORIZ. & VERT. Seale: Addr sc P.O. BOX 1529 Si. ` O a' g "° ` a ^.` N. T. S NOKOMIS, FL. 34274) B 4 214 A 1/4" TAPCON MAX. 1.250 1 x WOOD BUCK TYP. HEAD, SILL JAMB 0 . #12 PANHEAD '1/4[ .250 ---- MAX. TYP. HEAD, SILL JAMB Revisions: Uat ,iot Classification: Ehnen by: 1.250 D.B. 2/1 Rev .d sr. D.B. ° � >'29/99 Vendee No.: Stale: N.T.S. 2 x WOOD BUCK r an. uP I s u70 APPROVED AS COMPEYING WITH THE SOUTH .• DA BUDDING CODE DAT mwspr PROD T •YIRO( D!VS ON BUIL .t CODE COMPLIANCE ACCEPTANCE NO 11 -02E `6 C)I - _'progressives LASS technology • -- rrr�in.q w,�u..� , — — a+,s err wr ttnn Sheet• ANCH. 4 .s 4 Essvtpb'en: TYP. PICTURE WINDOW ANCHORAGE ^dd P.O. BOX 1529 y= °a"n9 No. Rw_: NOKOMIS, FL. 34274 f B 4214 A 12/15/2000 10:54 3052566700 Sc1 7 PERMIT APVIACATION FOR MIAMI SHOk1 S VILLAGE Date ) Job Address ,Z.73 q tr e Tax Folio 1 lacf Owner/Lessee / Tenant /P( 4 3 C()LO d> ) e Phone 05 - o" t'ecia Contracting Co.' ��11 +, �� ' C� rj E -C Address _ _/I BLS — 2 U 1 1 c l / Queer dCh r'1 b L) n P ( SS# Phone COG (466 State # (G a O / U)7. 5 Municipal # Competency # Ins. Co. r2 91 _�� ,. � '.�.�..�j(' )ti °t eric lPtr�r�� Ern?) i4 Architect/Engineer Legal Description Owner's Address $9 5 .J 57' Bonding Company Address Mortgagor Permit Type (circle one) WORK DESCRIPTION ! O, r - m tJQ _ eg u'Y-CQ `iZo (1 Q itt) r rrzr1 Square Ft. C r,O & WARNING TO OWNER: YOU Mb]. RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITRI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOTJR NOTICE OF COMMENCEMENT) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 cons o and zoning. Furth , I authorize the above - named contractor to do the work stated. Signature of owner Notary as to Own an • or Condo President My Commission Expires: FEES: PERMIT APPROVED: .. J■SlY Po, .:.. e 4 AI. (CALDERON COMMISSIONNW9ER CC902122 MY COMMI6910N G%PIRCS Or r.° ,Wu LECTRIC.IL PLUMBING MECHANICAL ROOFING rt FENCE SIGN / / /Vo0 Date J Date C.C.F. COMPANY OF R & S Address Historically Designated: Yes No k Address Estimated Cost (value) 4906,- 2 l —0/ 70 Master Permit # Notary as to Contractor or Owner - Builder My Commission Expires: C NOTARY BOND TOTAL DUE Zoning Building Electrical PAGE 01 Date Mechanical Plumbing Structural Engineer