Loading...
800 NE 98 St (9)PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date 5 Job Address ice)60 f,P 9 I Tax Folic l/ 'XI2 ` ry Qg© Legal Description/4/4. f I / fl / f 9 ffiI71 3,Ste Ma8s2 Permit # Jite Owner / Lessee / Tenant 1 f Aie[ (2)14L'6. S . aL All Owner's Address Z /1✓ /61 Sr. z /11/1'4 5Y-Mtcs 33/3d' Phone 345 -75 t{3 S Contracting Co. enA/i/62,6/4A .))g/L Address /1 Qualifier SS# - - Phone State# Competency# Ins.Co. Architect /Engineer Riefff . Address Li/6 3 (an/c6 lLr U. C//J AO t XAz CA ejlyef/'/N't5'x"/ Bonding Compaay �/ Address Mortgagor Address Permit Type (circle one): (BUILDIN6T) ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION XLs1914DeL K/TG,■✓ tNGLUSOE JO(), /14>h t 77TIO/1 A4424.---/ -/ G tiT fA ts7 if, Square Ft. Estimated Cost " OVV — 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 construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Incs2a S az Signature of Gwner and /or Condo President Signature of Contractor or Owner - Builder Date: a s o Notar Owner and /or C My Commission Expires: 40 * * * PERMIT FEE: APPROVED: Zoning Mechanical Date: Notary as to Contractor or Owner - Builder My Commission Expires: * * * * * * * * * Fire B ni g Plumbing Other Electrical Engineering 'ERMIT # Tax Folio No. 04 /7 75 a NOTICE OF COMMENCEMENT Pre F o,r-ec4 y estate of Florida M • 0 \ rY� t' :aunty of Dade SCO 1.1 EQSS ST M IAM1St-}oRES, FL3313S THE UNDERSIGNED hereby gives notice that improvement will be made to certain real Jroperty, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the property, and street address if available) i,c - /o / // 1 01• /A /31J 73 2. General description of improvement: /r6//g,) 3. Owner information: a. Name and. Address: / s- a4-4 (>91,e S' U b. Interest in property: fee 5/41i c. Name and address of fee simple titleholder(if other than owner): Nit 4. Contractor: (name and address) dG✓NLR /QI! /Lv 5. Surety: a. Name and Address N// b. Amount of bond$ N /A 6. Lender: (name and address) Sworn to and subscribed before me this J otary Public L fa /06 0 7. Persons with the State of Florida designated by Owner upon . whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) %65i 8 /1/04M, G q . 2 o 3 S• £V. i 3 5T-7, Hl /4-yl / `G 3 3 3/0 8. In addition to himself, Owner designates %Ogg ,6i '''#44Z of (261 "L) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Sig ature of Owner day of 3 f 1991. My Commission Expires: ✓�` ^�� •841 5c.L- 4 d,J J i3- 2A `\/ LL , z -Z 1/ EX I s ' at/ /NQd u� O. O 1 I. 0 - PS d 2 T rC_1 A \ t U T /CRr 5. 3C, 2.7 - -- -- - F ' c� 2; 3o 30 30 TEi.I Al r, //‘', 7, Zi 3o Yp NI f, { - -> PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address �V2 2." f�� �� � Tax Folio Legal Description (Owner Lessee / Tenant �- P�d�� -, ,-2h � �.� 4///,./' Master Permit # 3 c/ 7 Owner's Address ); ,� ✓ /�` %fir �. Ej�•t� .s.r A,,�r / s�.�j� ,/ Phone 25 1 /J 5 g f // i J /> .T Address /( /�/1 " ---1 / 1 J� �7 Contracting Co. �a�a r w e'e Qualifier ,e'r .L` - / Phon0d5) State #6gc OS( Municipal # Competency # Ins.Co. Architect /Engineer t Address Bonding Company I f i Address Mortgagor Address Permit Type(circle one)• BUILDI - ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /Pi11G . c ,,,, A.;CJ .i- :6.:. y, 2 , ), - ' i v: .✓ " Square Ft. fd Estimated Cost(value) 35 L ' 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 cons uction = d zo;ing. thermore, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Date: Notary as to Owner and /or Colo President My Commission Expires: ** * * * * 17:7 FEES: PERMIT t: ` APPROVED: Zoning ANNE WALSH WRIGHT Y COMMIS # CC 396514 EXPIRES: June 23 June 23, 1 lhru Notary Public Undenwrtters Building Mechanical Plumbing_ Sig nature of Contr to .r Owner- Builder ate: G/ "'l (1 '- ) Notary as to Contractor or Owner- Builder My Commission Expires: * * * * * a �; • ** �Q NOTARY TOTAL DUE )(l��a Fire Other Electrical Engineering NOTICE OF COMMENCEMENT PERMIT NO. 3 7( «7 TAX FOLIO NO. // 3,2-c 6/( aS - 705 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 Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 86C A/2 9�� 572 "774 ; S 3 3rd, .mac ,3."/28 2. Description of improvement: /Zf -o=- C 44—o // iO"'r ���' �' �`r� ` r? r E r A "-a k , 4 %r 3. Owner(s) name and address: /77i !'"- l//,7 g 8 6 NC '8 3, ? /.T Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address — %l2a tiC 2 fit,.., z f tr 2 J P, :;».1; 5. Surety:(Payment bond required by owner from contractor, if any) - Name and address: Amount of bond $ 6. Lender's name and address: 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)(a)7., Florida Statutes, Name and address: 8. In addition to himself, 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Notary Pub Print Notary's Name My Commission Expires: il '�Ze"Y,� 3/t fi r Signature of Owner Print Owners Name i ,4?fe s• az- 4f gR Sworn to and subscribed before me this day of 12 rte, 95R 150318 1995 APR 17 14:11 �c�rf fc T ifS Prepared by: R, 3 • at emgk Address: /(1ID A-ItAlek iteb Sq/73 6 /2. f.t. T3/)7 Date 7/2$19 Job Address FOv ,NE 9Y 5T,ece r Legal Description 4 a /of! /0,14/ 2- . Nod- V3 MIA-Ale ilkeacs, lgcr• No 3 0/3 ./Lessee / Tenant / u4 2!C S' U i rc c5.2 Mortgagor /1 a'v s PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Yrbij 9 ? ET Owner's Address Contracting Co. SEz F 011/ (6' ix r ` 1. C=-- Qualifier State # Municipal # Architect/Engineer Bonding Company Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION L) cD 2 EZe Square Ft. t Estimated Cost (value) I`' 3, 70 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 construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 71eP /9-r Signature owner d/or Condo President Date Signature of Contractor or Owner- Builder N6tary as to Owner and/or Condo President Date My Cottunissiotl EXpF : NOTARY SEAL , t S,R; Rik pf MONTIEL COEA',s:+ION NUMBER I •. :,J C CC4 ®t2&` 5.0 COMMISSION .EXP. _ i.� 3• S7 10 FEES: PERMIT ZIO, RADON APPROVED: Zoning Mechanical Plumbing Building Tax Folio Historically Designated: Yes Address Address No T5 38a0.h 1 / ( Master Permit # Phone ( 3as) - 2 CZ 4 S h) SS# Phone Competency # Ins. Co. Address Notary as to Contractor or Owner- Builder My Commission Expires: C.C.F. ,9, NOTARY _ TOTAL DUE Electrical Date Date Engineering 1x I& x 1 1 egemortime P1 .rt ‘‘‘ E Ty -s Fb (Z U Ln ? C-K ) 6 x GS Q � � Co. --b \‘ ea)c y Q T 1 Gmt - E firm T o ) 9 T S c, ' ■ '12 x 612_ „ Q301- C am, � Pea Pe) o NN_5 P3 11 1-6 OW ' 3 6 ■ 37 r 1-4\b (r0- , n 1, L re ITT e Gf stio i ri- xc C ' at' �j2 k f-fl�S j J��zS . (- )/h'( -r4 /AA 62 E S T6, �J[ 5 a c b62-M-7 w oo ‘% 3 1 G44sit Q T , 90 Ay c--1z ' s e klp o t r s CC T to o..x_. (•Ai �E r awl . 512 j }\QAs C (59 c-5) S\4 (LT O1,) tA5 L ' ' f '_ ?T fbSTS SET 'IN e�cg; TE. P) tym 3 ' J f gyb NW-7 C oc milt/4D 5)4 4)4- svEy utsmppoo - 1 0 __5A1 ca,ut.A.4..tA" 1 ij 7 I I • tt6OK 1A; dJy 9 -11 n -P-0- ........."L■••■■■■•■■•■• c(piJLr kV r\ , ..........■•■■•••••■■••••••••••■••■•■•■•••■■•• ■••••••■•••..................1.••••■••••••••■•••■ 0 0 (‘I:.\133-- H' 1-00G- L \ X L i Q0-Ts SZ- - -c-0?-e, To 6V tA., 12 , X G C ,Psais.ses: kIT! i 1 5l4- CA)P--- • 1 5 - 1 - a,zp.s..e .-7 ‘- 1 r e r r r 4, A 013 14 IS u 8 N co lo Sp 17 16 19 zo 4 ZI 3 Z2 So 2 Z3 24 1 - ^ ht.E . 57 ST. LO MA SCALE:I" = 150' SURVEY of the West 1/2 of Lot 9, and all of Lots 10, 11 and 12, Block 73, of MIAMI SHORES, SECTION NO. THREE, according to the Plat thereof recordded in Plat Book 10 at Page 37 of the Public Records of Dade County, Florida, being situated in the Village of Miami Shores. ORDER NO. 10997 DATE: April 12, 1995 Field Book #422, P. 42 -44 SCALE- As shown WE HEREBY CERTIFY: that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472, of Florida Statutes. A.R. TOUSSAINT & ASSOCIATES INC. LAND SURVEYORS 620 N.E. 126 STREET, NORTH ?MIAMI, FLORIDA BY: l -T. �. 1 ice . Pres. HOWARD C. GAMBLE Registered Land Surveyor No. 1683 State of Florida re; F E M A F L O O D DATA: COMMUNITY NO: 120652 PANEL NO: 0093 SUFFIX: MAP DATE: _larch 2, 1994 ZONE: "X" - area of 500 -year floc Elevations shown are based on National Geodetic Vertical Datum of 1929, Mean'Sea Level. 30.0' - 41 1 set Pipe SKETCH OF SURVEY SCALE : I " = 20' S T. T Owner's Address 8 0 0 N F. Architect/Engineer Davis Engineers, P.A. E WALSH WRIGHT MY COMMISSION / CC 386514 EXPIRES: June 23, 1998 Banded The Notary Publ c Underwriters Signature of owner otary as to Owner and/or Condo My Commission Expires: FEES: PERMIT RADON 7�i�97 nt Date APPROVED: Zoning Mechanical Plumbing Building C.C.F. ALD PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date i ,', /f7 Job Address 800 N.E. 98 Street Tax Folio (( 520 6 OI 'C 2S70 Miami Shores 33138 Legal Description Lots 9 (W1 /2) ,10,11 ,12, R1 k 73 Historically Designated: Yes No X Miami Shores Sect. 3,PB10/37 `� k&\L� Owner/Lessee / Tenant Mark and Dal P tTl mpr Master Permit # V U 9Rth Street Miami Shores 331 3Wone (305) 7511-4155 Contracting Co. Self/Owner Address Qualifier Self/Owner SS# Phone State # Municipal # Competency # Ins. Co. Address 780 Tamiami Canal Rd.,Miami Bonding Company n / a Address Mortgagor None Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Erect 12? X 16 Shadehcni Square Ft. 1 92 s . f. Estimated Cost (value) $ 1,950 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 construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contractor or Owner - Builder Date 2417/7 Notary as to Contractor or Owner - Builder Date My Commission Expires: NOTARY BOND Electrical TOTAL DUE PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date B a Job Address ® N Tax Folio Legal Description Sic. 4 3 eiiirg°434C 1D PU1 37 Historically Designated: Yes No Owner/Lessee / Tenant 499i'2 t ���/� (�1 �/JilI /2 Master Permit # 4 -4 - 1 8 2Z_ Phone 7 S �- Owner's Address 8 00 4 / q g Contracting Co. , 1' � ���� ; U0 ;J / X 6-6 t4C Address Co 6 7 A/ (I) 74 �ii' Qualifier 46ti1.L P9 c12 SS # , Phone ' 9gca / 2. State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL RO • FING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. r 7J Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT RADON Estimated Cost (value) 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 w .e done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -nam contractor to do f +•rk sta N Signature of Contractor or Owner -Buil Notary as to Contractor or Owner- Builder My Commission Expires: a7 )q1 Date Date C.C.F. kg4 NOTARY J + BOND TOTAL DUE 4 1,0 APPROVED: Zoning Building c‘ Electrical Mechanical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7 03 Job Address g 013 ) V1 V Tax Folio S j b/ 0 /4 2576 /D/37 /'; /9' Leal Description Historically Designated: Yes No Owner/Lessee / Tenant �n1 y . � � `� �i'1 � � h1'� Master Permit # � 7, Owner's Address O O /VE �. Aft SfriCIAS Phone (3 7 "1 — 3 SS + Contracting Co. 7 J�,�/ � G2 /.�i S Address 46 6 /G(l 52 Qualifier SPf ` 1 Phone 30 O RO 6 State # (1C o57 67 Municipal # Architect/Engineer C -b- 6 7. fi,cDrires Address 307 & l ,Qo '(,QuisiS WORK DESCRIPTION Square Ft. Competency # Estimated Cost (value) Ins. Co. Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN — 1597 - thcem 4cCeer 22'3 . 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. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President ... Date •My Commission Expires: - o; iom M ". ;P?o; CdUGBER FEES: PERMIT c 43 ' J RADON APPROVED: Zoning &7 7 /� /� Biulding Mechanical /g 7 J 7 •3 • Signature of Contractor or r .eiaiis: O ��,��! CA Cl MU 3ER r , - �' O :0 :7:RES L yie, Oe' i `• UCH OF FL C.C.F. /3' � NOTARY .tea `— BOND 3eo to Contractol-'or Owner-Builder Notary as uilder My Commission Expires: NI P o„ U 0 1 �„. 7l ot Electrical TOTAL DUE 0'9/ 3 Structural Engineer ?-- - 2/5 /a--0 Date Date This instrument prepared by: Name Address (500 /1/E 98 STes Permit No. Tax Folio No. // 3 2 01 t{? S7 v NOTICE OF COMMENCEMENT STATE OF FLORIDA - COUNTY OF iflt 11D rk /'M7 / - /i)( THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of property, and street address is available Lot 0 t /y , Block 7.3 , Subdivision /d 101 ., Street address: .LS e S r e 2. General description of Improvement: 3. Property Owner Name: W - - 4 L a. Mailing Address: ITO 112A q ifra— b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: .. 'p a. Name and address: t34 b. Phone number(70 - 7' .. - OA-in 6 Fax numbee (optional, if service by fax is acceptableg_Sr# 7-5":4 5. If Surety Bond: a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender: • a. Name and address: b. Phone number: Fax number (optional, if service by fax is acceptable): 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)(a), Florida Statutes: a. Name and address: b. Phone number: Fax number (optional, if service by fax is acceptable): 8. In addition to himself, Owner designated the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), F.S.S.: a. Name b. Address • c. Phone number: d. Fax number (optional, if service by fax is acceptable): 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of rer,prdin unless a different date is specified) Signature of Owner l�� Owner's Name Owner's Address Signature of Owner Owner's Name Owner's Address Sworn to and subscribed before me by 1r10 r4 1.4 //ii i € , who is personally known to me or pro uced , as identification, and who did take an oath, this 3 day f 7. ,c, f 1g 0 Signature of Notary - /J'TG�u. �'— Printed Name of No ry SEAL FORM AB -288 New 8/96 ..... _ ... ... 'b'FiciAL NOV bEAL aIGARITA EL 0 <. 0 COM' ISSON NUMBER • CC7972 • A 0 t q r .9;SION EXPIRES • <> i ,' 17,2002 Fax number (optional, if service by fax is acceptable): `;TATE OF FLORIDA, COUIL''i t ;):= DADE I HEREBY CERTIFY that this is a tru (copy of the ongm. • In !hi . office on __day Ofhc e.- 40 K, e4 WIT HA By D 20 (Space above the line is reserved for recording office use) (Space above the line Is reserved for recording office use) County Courts D.C. EU=LO NG AND CONING �E'==r _CQSu N. E. AVENUE (305 795-1-04 FAX: (305) 7---i97 =DING ? r SIC{ C'r.r QLSi +q: C:.TY of smus OF FLORIDA AND DADE COUNTY CC24PMENCY LICENSE. C. py of current OCCUPATIONAL LI business is looted. - CATION (DPPR) SSE RIS1 ATION 90. is Certificate of tnstr` fur LIABILITY (addressed to Miami Shcr =s Village). Certificate of Insurance for 'S COMP (addressed S) oresVillage) or if exempt. State of Florida LES Form BC:i -204, Con.. `^..ct or. :s:=_i Election to be Exempt PLEASE SUBMIT E t1 Current survey of the property. --cm county or municipality wti r • 13 43) OFF Permit Application (signed by person performing the contractor and the property owner, both signatures r. Two sets of plans/drawings signed and sealed by _=gi engineer. Occupancies by Group Classification permit application. All plans must facie folio address . Amended plans, in addition to the above, permit number. Structural Calcilations signed and sealed by cc.?t applicable. L Certificate of Elevation signed and sealed by Surveyor. _ Sztantial Improvements Ched i st (coatactor or owner) . k../Two sets of energy calculations Two sets of signed & sealed Tr Plan (E gi: e ) . W Deed or Other P of Ownership i= ^e�.ssary. S raLt�d1 Review fee Flood Elevation Notice of Commencement Foo ami Notice of wort, licensed ata_ri_ed) starred architect or must be on plans and number and property must also include the ect or engineer when • DADE County or State of Florida Products Approvals for roof materials, sheds, widws, for /game doors, aluminum carports, screen enclosures, shutters awnings, skylights, um y? ights, _e :c doors and etc. Approvals from BRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicble) . Dux • MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. 7635 West 2nd Court Hialeah FL 33014 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIANI1. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Your application for Product Approval of: Maximum Impact .050 " Aluminum Storm Panel Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Robert S. Monsour, P.E., and test reports prepared by Construction Testing Corporation and QC Metallurgical, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or materialat anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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- 0728.04 Expires:10 /22/01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 10 /22/98 Internet mail address: postmaster ©buildingcodeonline.com Raul Rodriguez Product Control Supervisor s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com MetalTech, Inc. ACCEPTANCE No.: 98- 0728.04 APPROVED OCT 2 2 1998 EXPIRES : OCT 2 2 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a 0.050" aluminum storm panel type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Flo 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 The 0.050" aluminum storm panel type shutter and- its - components shall be constructed in strict compliance with the following documents: Drawing - No - 98002, titled " 0.050" maximum impact storm panel", prepared by Ramms Engineering, Inc. dated January 10, 1998, last revised on September 11, 1998, sheets 1 through 7 of 7, 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 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 0.050" aluminum storm panel type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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. Helmy A.a.kar, P.E. - Product Control Examiner Product Control Division -2- MetalTech, Inc. ACCEPTANCE No. : 98- 0728.04 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS OCT 2 2 1998 OCT 2 2 2001 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 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 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. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. l akar, P.E. - Product Control Examiner Product Control Division MIAMI -DADE� MIAMI -DADE COUNTY; FLORIDA NMI METRO -DADE FLAGLER BUILDING IBUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1-10 WEST FLAGLER STREET SUITE 1603 PRODUCT CONTROL NOTICE OF ACC. PTANCE MIAMI, FLORIDA 33130 -1563 Security > ( 375 -2901 FAX (305) 375 -2908 t} Windows & Doors 5100 NW 72 A ve. CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 AZia FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION Aluminum Tube Mullions (non- reinforced) (305) 375 -2902 FAX (305) 372 -6339 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 )roduct or material at anytime from a jobsite or manufacturer's plant for quality control testing. this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend le use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is etermined BCCO that this product or material fails to meet the requirements of the South Florida Building ode. he expense of such testing will be incurred by the manufacturer. .cceptaace No_:99- 0104.02 Expires:01 /02/2002 roved:02 /0/1999 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE lis application for Product Approval has been reviewed by the BCCO and approved by the Building Code d Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office C Security Windows & Doors ACCEPTANCE No.: 99- 0104.02 F r B 0 5 1999 APPROVED EXPIRES : Ja n ua ry 2 2(102 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95-1213.0], 13.01 which was as 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 m c an h i as p a. o f an impact resistant S'�t:. ^.t r 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. 6.1.3 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. Security 'Windows & Doors ACCEPTANCE No.: 99- 0104.02 APPROVED 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 d, are no older than eight (8) years. data, engineering documents, 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. b. There has been a change in the South Florida Building and the product is not in compliance with the code change5ode affecting the evaluation of this produ c. The product is no longer the same product (identical) as the one originally approved. If the Acceptance holder has not complied with all the requirements of this acceptance, including th correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initiall submitted, is no longer practicing the engineering profession. y 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 a. Unsatisfactory performance of this product or pro b. Misuse of this Acceptance as an endorsement of this Acceptance: cess. of an rod purposes. y p uct, for sales, advertising or any other 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 f y displayed, 'then it shall be done in its entirety, tie of Acceptance is 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 Acceptance. removal of 9. This Notice of Acceptance consists of pages 1 through 3. END OF THIS ACCEPTANCE fl FEB 0 5 i�9 et e • .090 2 3/8' FLAT BAR P2 2' .050 MIK 3 N VARIOUS DECREE CORNER PAN .050 MIN. CORNER PAN '0 AIOUN77NG HOLES 12 1/2" O.C. 11 29/32' T1 @ 7/8' 1 3/32' 3 7/32' 3 1/32' 3 7/32' 1 3/32' 7/8' 1 i CROSS SECTIONS S/8' r Q` N .093 2 3/8' 1 1/2' RETURN .06D MIN. VARIOUS TYPES OF F— TRAGIC NOT SHOWN > a o 7/8' 3/32' 3 7/32' 1 3/32' VARIES 1 j 5' MAXIMUM .093 SPECIAL NET PANEL SECTION -3/4 VARIES 13 BLOCKING 1 STUD MAY 8E /NTALLED IN REVERSE DIRECTION TYPICAL VARIES 3' MAX. .060 MIN. 125 Cu '5 13/16' .090 C) 2' 2' L3H 1/8" MIN. 1 2 1/4" 1 L1 ._ ALL 577.10.9 J /a (TYR ) ALL APPLICAnON5 ANGLES STUDDED IN Z INCLUDES STUDDED 71 SHORTER LEG ONLY L tH� 1/4-20 -8 STAINLESS STEEL KNURLED STUDS 12 1/2" 0.G REFER 70 AFPL1C477O?& ON SHEETS 2 & .3 ANCHOR MOUNTING HOLE LOCATED ON EITHER HORIZONTAL OR VERTICAL LEG, O @ AND ® STUDDED ANGLE DETAIL 1/8" x 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPL /ES WITH: S.F.B.C. 1994 ED?!ON FOR DADE COUNTY, SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD ItJ/ING AND 2315 IMPACT TESTS DESIGN CRITER /A: WIND LOADS PER CHAPTER 23 OF SF.B.C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 - 88 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES' GENERAL NOTES: ALL ALUM /NUM EXTRUSIONS TO BE ALLOY 6063 —T6 OR EQUAL STORM PANELS SHALL BE: .050 5052 H - 32 ALUMINUM OR EQUAL SMOOTH OR EMBOSSED WITH A NOMINAL WIDTH OF 12 1/2' THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. 1 8" MIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUC77ON ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL W777-/ MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4' DLA. RAWL LOK /BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENS /LE 1190 — MIN. SHEAR 1520 — 1 1/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 — MIN. SHEAR 1270 — 1 7/8" MIN. EMBED. IN MASONRY 1/4 -20 RAY/L CALK —IN ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4 - BOLTS MIN. TENSILE 1870 — MIN. SHEAR 1730 — 7/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1340 — 7/8' MIN. EMBED. IN MASONRY 1/4' PERMA —SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1.520 — MIN. SHEAR 1980 — 1 1/2 " MEN. EMBED. IN CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1270 — 1 1/4" MIN. EMBED. IN MASONRY 7/4" ZAMAC NAILIN BY RAWL (ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 — MIN. SHEAR 1400 — 1 3/8" MIN. EMBED: IN CONCRETE MIN. TENSILE 730 — MIN SHEAR 1320 — 1 1/4" MIN. EMBED. IN MASONRY 1 1/2' l ANCHORAGE TD WOOD CONSTRUCTION SHALL BE 1/4" STEEL LAGS OR LARGER WITH 1 ' MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR 1/4" ELCO PANEL MATES WITH 1 7/8' MIN. THREAD PENETRATION. REFER TO SHtt t5 5, 6 Qc 7 OF 7 FOR ANCHOR SPACING AND MIN /MUM EMBEDMENTS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING " METALTECH. INC HL4LEAH, FZ " " DADE COUNTY PRODUCT CONTROL APPROVED " PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS, NOT IN USE. MUST BE PROTECTED AGAINST CORROSION. CONTAM INATION AND DAMAGE AT ALL TIME: ROBE S. MONSOUR,' PE EB- 0.006024 QfIfMS E11GINEEQING, INC .050 . WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING, STATING " STORM PANELS WILL NOT 01-rtN HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED APPROVED AS COMPLYING WITH THE SOUTH FLORA t BUILDING CODE i B' .� r , PRODUCT CON DIV S ON BUILDING CODE COMPL:P.NCE OFFICE ACCEPTANCE NO. 012g - 0q- REVISIONS 09/11/98 1 SP cps SEP /✓R5/RSN 01/ 10/98 SHOWN 98002 1 7 NOTE* DETAIL 1 .• SEE ANCHOR SCHEDULE CONNECTION TYPE "D" SEE ANCHOR SCHEDULE CONNECTION TYPE "8" .500 FLOOR PLUG AND MACHINE SCREW ANCHOR 12" 0.0. FULL STORM PANEL (TIP.) HEADER or SILL CORNER PAN ANGLE KAY VARY RC) FLANGE MAY BE REVERSED THRU BOLT W/ LOCK NUT 12' O.C. HEADER or SILL DETAIL 5 DETAIL 9 SEE ANCHOR SCHEDULE CONNECTION TYPE "B" SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTHS PANELS MAY BE ADDED 7O WITH A MAXIMUM ADD —ON OF 3" FASTENED TO PANEL BY THE USE OF /64 POP RIVETS 4 6' TUBULAR RIVETS OIR 10 -24 LI BOLTS 16' 0.0. RE7URIV PAN VARIOUS SAES OR OTHER HEADER or SILL REFER TO THAT APPUCATTON FOR PROPER CONNECTION TYPE CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER Yr7711 /64 RIVETS OR /8 TECK SCREWS 12" 0.0. 1/8 X 1 1/2 FLIT 54R SILL SIU10£D WITH NINGNUTS B SEE ANCHOR SCHEDULE CONNECTION TYPE "C" HEADER or SILL DETAIL 2 PLAN VIEWS DETAIL 12 A, 8 C & D RETURN PAN ANGLE: TUBE OR WOOD MUST BE USED ON ALL BUILD OUT CONDITIONS TO CLOSE OFF N]YDSS E: D. e ..: NOTE:* SLOTTED MOUNTING HOLE MAY BE USED 84 C:Th7V1 WED OF PANEL, TYP. FOR ALL SPECIAL PAN APPLC.471ONS. 93 RO HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION OR O CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 6' 0.0. USED AS HEADER OR SILL 1 ' MIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "E' DETAIL 6 NOtEi* 7 5/8' MAX. 715 PSF MAXIId II41 RO HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 6 1/4 - 20 SOLI r — MITI+ LOOOVUT mom BOTTOM or< EA CH SVC FLOOR PLUG ANO MACHINE SCREW ANCHOR 11' 0.0. HEADER ON TOP SILL ON BOTTOM D ( 1/4 - 20 x 3/4 KNURLED STUDS WITH WASHERED WINGNUTS (7Y7 PAN HANDLE SEE ANCHOR SCHEDULE CONNECTION TYPE "A" DETAIL 3 OR ® CON77NUOUS BLOCKING 3/16 ANGLE OPTIONAL USE OF 1 ANCxE FOR PURPOSE OF EXTENDING irAll 0 PANEL NOTCHED AT BOTTOM TO PASS OVER STUD AND WINGNUT 84 SAL (EACH SOFJ 1/4 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 3' O.0 3" MIN.- EDGE DISTANCE PQURED• CONCRETE ONLY MAXIIYRJM PANEL maw DETAIL 10 CONTINUOUS BLOCKING R 19 ) 3/16 ANGLE BOLTED TOGETHER W7771 1/4 -20 THRU BOLT W/ LOCK NUT 6' O.G USED AS HEADER OR SILL MAXIMUM GAP BETWEEN S7ROM PANEL AND D.LO. SHALL NOT EXCEED 1/4' AS VIEWED FROM FRONT NEW HEADER or SILL . . aa�: SEE ANCHOR SCHEDULE CONNECTION TYPE "C' DETAIL 4 CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 9" MAXIMUM NOTE:* ®or ® HEADER or SILL MIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "A" ROBERT . - MQNSOUR - PE EB- 0 RiT/17 FIIGIMMEIMG. Ric r. HORIZONTAL INSTALLATION ELEVATION OR 07HER HEADER or SILL REFER TO THAT APPLJCAT70N FOR PROPER CONNECTION TYPE NOTE \E.D. STORM PANEL wNDOw OR DOOR OPENING 2 3/4 MAX. NOTE* MAXI LP1 IMPACT` STORM PANEL E.D.\ MAY BE MOUNTED VER77C4LLY OR HoRrzetwrAccr DETAIL 11 CONNECTION TYPE "8" DETAIL 8 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" R ® CONTINUOUS BLOCKING BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 12" ac. R0 CONTINUOUS BLOCKING 1/4 - 20 x 3/4 KNURLED STUDS WITH WASHERED W/NCNUTS 12 7/2' 0.G IT SHALL BE THE RESPONSIB /LJTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE /NTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO W000, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE • - -. OR. S&CUREJ,�" ATTACHED TO FRAMING STRUCTURE ,", � 1 • • r ! ^ APPROVED � SOUTH Flt DAT f 1 s • BY PRODUCT COI r VERTICAL INSTALLATION ELEVATION SEE ANCHOR SCHEDULE I� AS COMPLYING W TH 7i: gal RI BUILDING CODE u J. " "f DIV'S ON BUILDING .CODE COMPLIANCE OFFIC:( ACCEPTANCE NO - "tan 'O p CD REVISIONS 0 9/11/98 01/10/98 SHOWN 98002 ANUS 2 7 ,1 r • 1 r SEP / ✓RB / RSM 1/4 -20 FLOOR PLUG W171-I MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY 4 CONNECTION TYPE " ' • a E D . REFER TO DEFECTION CHART GLASS .E7AL CH, we. STORM PANEL CONNECTION TYPE " 1/4 -20 FLOOR PLUG W177 -I 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD NOTE * NOTE: HEADER or SILL —3/4' MIN. 1 1/4" MAX. SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 15 SERVE THRU WINDOW - STORM PANEL DETAIL 19 THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMB /NATION OF DETAIL 13 NOTE* I7 13 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" 1 1/4" MAXIMUM W000 COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MA TERIAL SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" 0.C. DETAIL 16 NOTE* 1/4" PANEL MATE SCREW WITH 14 -20 STUD HEAD &WITH WASHERED WINGNUT HEADER OR SILL WOOD, CONCRETE OR MASONRY R O CONITNUOUS BLOCKING 1/4' ANGLE DETAIL 20 ADJUSTABLE HEADER OR SILL CONNECTION TYPE "A" REFER TO DEFECTION CHART GLASS 2 E i.=. STORM PANEL TION TYPE "A" 7 1/4 " PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY SCREWED OR BOLTED TOGETHER WTIH 1/4 -20 THRU BOLT W/ LOCK NUT 12' O.C. NOTE E D: ' DETAIL 17 1/4 -20 A SHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4 - O.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY 59.5 PSF MAXIMUM./ PANEL HEIGHT 109" MAXIMUM or HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "A" PANEL SECURED WITH WASHERED W/NGNUTS STUCCO FINISH REFER TO DEFECTION CHART NOTE:* • J ,0. ]1>5 AL CH. oic STORM PANEL ROBER S. MONSOUR, PE EB- 0006024 PRIIS EACINEE21ttc. Plc OD PMSTUCCO INSTALLATION DETAIL 14 EO .. NOTE* " CbMriiECT10N TYPE "A" �o NM* CONNECTION TYPE "A" I HEADER or SILL a e': $O SEE 'ANCHOR SCHEDULE' CONNECTION TYPE "C" DETAIL 18 CLASS IT SHALL BE THE RESPONS /BIL/TY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE_ SHUTTER SYSTEM MAY BE /NTSALL INTO W000, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A''MINIMUM 2 X 4 EQUAL TO #2 SOUTHERN PINE WITH'•G55 SPECIFIC GRAVITY AND STRUCT,U,RALLY PART OF THE FRAMING STRUCTURE SjRr S%C U RELY _ATTACHED TO FRAMING STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH LO BUILDING CODE r • • DAT • .• • 9 r �� ' . i_._ .1 BY PRODUCT CONT' OIVIS:ON BUILDING CODE q� O ►l�� OFFICE ACCEPTANCE NO. J z 2 cc 0 cn b a r REVISIONS 8Y 0 9/11/98 SP U z v z . L j o z " n -' J 4 x Z ki w Z at' d z o E m48 W 0 n 0 n colLam SEP / JRB / RSMI 01/W/97 s 98002 7 ,�, , DESIGN PRESSURE PANEL SPAN 44.40 123" 47.81 120" 51.23 117" 58.06 112" 61.47 110" 66.85 106" 71.46 102" 75.30 97" 81.45 90" 86.83 84" 9 1.44 80" PANEL HEIGHT 0 " -68" over 61f-96' over 95"-123" WALL MOUNT 2 5/8" 3 5/8" 4" INSIDE MOUNT 2 5/8" 3 5/8" 4" BUILD OUT I 2 5/8" 3 5/8" 4" PANEL HEIGHT o' -107' over 107' -123' WALL MOUNT 2 13/16" 3 3/16" INSIDE MOUNT 2 13/16" 3 3/16 " BUILD OUT 2 13/16" 3 3/16" . THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. m .050 ALMA 11 FRONT VIEW SIDE NEW 3. 1/4 -20 STUD WITH WINGNUT 12 1/2" O.C. 1 123" MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED HORIZONTAL BRACE STRAP 1/8" X 3/4" FIAT ALUMINUM BAR SIDE NEW FRONT VIEW DETAIL "E" MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1/4" (TYP.) DETAIL "F" 3, 8 FASTENER MUST BE IN NORROW POR77ON OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16" DM. CIRCLE DETAIL "G" PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL EXPLODED ASSEMBLY 3. 8 DETAIL 13 ON SHEET .3 DETAIL 3, 4, & 8 ON SHEET 2 DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOM NO HOR. OR S7LL HORIZONTAL BRACE STRAP - PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY .050 ALUMINUM MAXIMUM IMPACT` STORM PANEL tn \ 0 DETAIL 3, 4, & 8 ON SHEET 2 W CL W o 2 \ \ FRONT NEW WALL MOUNT ANCHORING PANEL TOP et BOTTOM 077H STUDDED HDR/SRL PANEL DEFLECTION CHART - WITH HORIZONTAL STRAP SIDE NEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3,4 AND 8 ON SHEET 2 WALL MOUNT W M HD& AND SILL TYPICAL SECTION VIEWS ti ' r ! - - ;s ROBERT" S.. MoNSOUR, PE EB — 0006024 PATS ETICINEEPINC, INC 1 123" MAX. PANEL HEIGHT ONE PANEL STRAP LOC4TED MIDSPAN MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAILS 5.7,9,10 AND 11 ON SHEET 2 DETAILS 5, 7, 9,10 AND 11 ON SHEET 2 BUILD OUT 1.7771 HDR. AND Sill GLASS DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 HEADER / SILL DETAIL 4 ON SHEET 2 INSIDE MOUNT W1171 HOR. AND SILL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CON •OL DIV S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTM E NO 4i -oZaB • D y' REVISIONS BY 09/11/98 SP r 4' SEP /✓RW 01%10/98 sH OwN 98702 tar 4 7 .® ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE UP TO 59.6 PSF UP TO 71.5 PSF POURED CONCRETE CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE PANEL ED. A B C I D I E A I B I C I D I E A 1 B I C I D E j A 1 B I C 1 D 1 E 68' SPAN 3 " 16 . 13 : 11 13 13 16 : 13 13 13 13 16 13 9 13 13 16 : 13 10 13 13 1 6 13 7 13 13 16 : 13 8 . 13 13 16 • 13 : 9 13 • 13 16 13 ' 11 13 • 13 16 13 7 _...13..._.....16 13 9 13 • 13 • 16 13 6 13 13 16 13 7 13 13 r 0 1 1/4 H a ID ill 1/4• RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8' MIN. EMBEDMENT 88• SPAN 3 16 .13..... 8 13 13 16 13 • 7 13 13 16 ' 13 10 13 13 16 13 8 , 13 13 16 : 13 € 6 ` 13 13 16 8 7 12 13 16 9 8 . 12 13 16 .• 8 6 10 : 12 16 . 8 • . 7 ....... 11 12 15 7 5 9 10 15 7 5 • 9 11 r 1 114 16 13 5 . 13 13 105" span 3 16 9 7 12 13 6 9 8 12 13 16 8 7 11 '. 12 15 7 5 10 11 15 5 6 7 6 15 5. 7 7 6 14 5 5 6 5 14 5 6 6 5 12 ' 4 : 4 6 5 12 4 4 6 5 r 16 8 6 11 12 15 7 • 5 10 ' 11 1 1/4" 123• span I 3 15 5 6 7 6 15 ... 5 7 7• 6 "�',�1` � 14 5 5 6 5 14 5 6 6 5 12 4 4 6 5 12 4 4 6 5 " '. ��� �`� � �- M � ?m : a c` ^ ` y x�. • � . , ., a y .; , u te a7 .4 �$u ' x ' �� ', '::�. .�.,.:.: � ::.N'` �Y '"' ^,. �Y�.S:,.a; -,.r ...,..aG 0 ,,.. .a....:,' \ r 1 1/4" 3 " 16 13 10 13 : 13 16 13 8 13 13 :........... . 16 13 7 13 : 13 15 13.. 7 13 13 16 13 6 13 13 14 13 6 13 13 16 13 • 8 13 13 14 ' 13 7 13 13 .............................. ........................ 16 13 7 13 13 13 13 6 13 13 15 13 6 13 13 12 12 5 12 12 68' SPAN 2" . 1 1/4' J 1/4' BAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE) 1 3/8" MIN. .EMBEDMENT IN CONCRETE 3 " 16 13 8 13 13 13 10 6 13 13 16 12. 6 13 13 12 9 5 12 12 14 11 5 13 • 13 11 8 : 4 11 11 15 7 5 10 11 11 5 5 7 8 13 6 5 9 10 10 5 4 6 7 12 6 4 8 9 9 4 4 6 6 88' SPAN , r 1 1 1/4 3" 15 � 6... 10 . ' 11 11 _... $......:...._5........ 8 10 5 4 • 7 7 9 4 4 6 7 .4 6 .._ • 11 4 4 5 • 4 10 4 4 5. 4 . 3 ... . .... . ..... 3 8 3 4 4 3 7 3 3 4 105" span r 13 6 5 9 • .10 12 6 4 8 9 1 1%4• MIN. EMBEDMENT IN BLOCK 1 1/4' 13 4 5 6 5 9 3 4 4 3 11 4- 4 5 4 8 3 4 4 3 ... .. ... .. ... .... 10 4 4 5 4 7 3 3 • 4 3 a::M ,,._aza . ��.. �_�• �<�:: w:� >_�x::: � "� ..-,'" �, �,�;_. •.�< r 123' span r r" q ���Y ,, ,, •f$»k 'e.`T 7N ,, a ,; �_� w.,.. _. �e _� ;�...::_ : ... , M�.� '��... 4 :: -< r 1 114" VARIOUS HEAD TYPES E--i iii 4.41.,y41:il;iis..1.. ilii, - 1 68' SPAN 3' 16 13 13 13 : 13 . 16 13 : 12 • 13 13 16 13 9 13 13 16 13 7 : 13 13 16 13 6 13 13 16 . 16 13 ' 13 13 16 , 13 : 7 13 16 16 16 10 13 13 15 • 13 6 13 15 16 • 16 8 13 13 14 : 13 5 14 14 r �,�iGV4i�iX.iW1C4.i1i� 1 1/4" 16 ' 13 10 : 13 13 88' SPAN 3" 16 : 13 . 12 : 13 13 16 12 7 13 13 16 • 13 : 10 13 1 13 13 16 • 13 8 13 '. 13 13 10 5 s 13 i 13 16 11 . 10 13 . 13 13 6 6 9 10 16 10 8 • 13 : 13 12 6 5 8 9 16 9 7 12 - 13 11 5 4 7 8 t 1.1.11T�i�i�� T,Y,1. � (MASONRY SCREWS) 1/4" RAWL PERMASEAL TAPPER 1/4" ELCO PANEL MATES 1 12' MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK r 1 1/4' 105" span r 1 11 10 : 1 3 13 13 6 6 9 10 16 , 10 8 13 13 12 6 5 8 9 16 : 9 7 12 13 11 5 4 7 8 16 7 8 9 7 11 4 5 5 4 16 6 7, 8 6 10 4 4 5 4 16 ` 6 : 5 7 6 9 3 3 4 3 r 1 1/4 123' span 3' 16 7 . 8 9 7 11 4 5 5 4 16 6 7 . 8 6 10 • 4 4 5 4 16 6 : 6 7 6 9 3 3 4 3 x � , - ,x - �, - " ' t� ... ... ... >` . ;� , °• ` 2 : ,:. r 1 1/4' 68' SPAN 3" 16 , 13 i 13 13 13 16 13 [ 9 13 13 13 16 . 13 8 13 13 13 16 13 6 13 13 16 i 13 13 13 13 I 16 13 8 13 13 16 13 11 13 13.........16 i 13 6 13 16 13 9 + 13 13 14 13 5 13 13 25• 16 : 13 : 13 13 16 € 13 11 13 2 1/4 x 7/8' , 12' DIA. RAWL CALK - IN (MACHINE SCREW ANCHOR) 7/8' MIN. EMBEDMENT SPAN 3" 16 13 13 i 13 13 16 12 7 13 13 16 13 11 13 13 i 14 ' '� 11 6 13 13 16 13 8 13 13 a 13 i 10 5 13 13 16 13 11 13 13 13 6 6 9 10 16 12 9 13 13 12 6 5 8 9 16 11 7 13 13 11 5 4 7 8 ZS 2 " 105 span r 16 13 11 13 13 13 : 6 6 9 10 16 : 12 9 13 13 ` 12 6 5 8 9 16 11 7 13 13 11 5 4 7 8 16 € 8 9' 11 9 11 4 5 5 • 4 16 8 7 10 8 10 4 4 5 : 4 16 7 6 9 7 9 3 i 3 4 3 25' ti k 1 ,1 N 127 span 16 8 9.......: . 1 9 11 .... .._ .. . 5 5 4 16 8 • 7 10 8 10 . 4 4 5 4 16 7.6.9 7 9 3 3 4 3 1- 'w` s/ s a. �er /x 2xf � . 4 s *yi / ''' x ., /,/ y 4, s%o' . �.. ? = .;. A N C H O R • S C H E D U L E • Z. •, . / ROBERT S. MONSOUR, PE EB ` x00'6024 RR117 ENGINEERING, 11C. NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MIN /MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY . APPROVED AS COMPLYING WITH rdE SOUTH FLOR DA BUILDING CODE DAT ' • BY ...✓ PRODUCT C" 01 DIV S ON BUILDING CODE COMPL.ANCE OFFICE ACCEPTANCE N0. (V " 01 aT i R EVISIONS BY 09/11/98 se Alf Cr a 4 01%100 /98 owN a 98002 7 5 CON 40 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE ANCHOR TYPE VIII 11 ® ;II 1/4" RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8" MIN. EMBEDMENT 1/4" RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 1 3/8" MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES tXI�IXIXI ;IYI�I�I�L�tXIXI(i�I�� " ��I�IX��IXIXrtrXl�rt� (MASONRY SCREWS) 1/4" RAWL PERMA -SEAL TAPPER 1/4" ELCO PANEL MATES 1 12" MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK ANCHOR 1/4-20 x 7/8' . 1/2" DIA. RAWL CALK -IN (MACHINE SCREW ANCHOR) 7/8" MIN. EMBEDMENT PANEL 68" SPAN 88' SPAN 105" span I 2" 68 SPAN 88" SPAN I 68' SPAN 123 span 1 123" span . 2 68' SPAN 2 88" SPAN 2" I 3" 88' SPAN 2.5" 2" ED. 3 2" 1 1/4" 3 2- 1 1/4" 2 1 1/4" 3 2 1 1/4' 3 105" span 2 1 1/4 3 1 1/4" J 3' 1 1/4" 3 1 1/4' 1 1/4 25" 2" 3 ' 1 16 16 16 15 14 13 16 A l 12 4 16 13 16 . 13 16 13 11 10 9 POURED CONCRETE CONNECT/ON TYPE 6 16 7 16 : 13 8 16 ..... 16 11 5 16 . 6 : 6 14 5 5 13 5 4 3 1 123' span 1 2\\ 10 4 4 12 10 8 C 16 13 11 1 16 13 9 13 ...................... . 16 13 7 13 16 . 8 9 1 7 :.. 13 6 • ..13..... �3 ... 5 13 13 : 10 6 . 4 9 10 9 3 4 4 4 8 3. 3 4 3 13 13 10 D 13 13 ; 16 13 9 13 s 13 13 13 ; 16 13 : 1 13 S C H E D U L E UP TO 81.5 PSF 13 1 15 I 13 ..... 1 ... 14 13 i 12 14 13 0 10 4 8 4 CONCRETE BLOCK CONNECTION TYPE I8 C 12 7 13 13 16 11 6 13 13 16 ' 6 7 : 8 7 14 : 6 4 6 7 6 D 5 11 11 11 5 5 3 3 14 12 3 12 4 3 1 6 16 . 8 7 11 15 7 ; 5 10 13 4 4 5 123's an 2 7;"„s ° s POURED CONCRETE CONNECTION TYPE I C D UP TO 91.4 PSF IE 1 13 13 11 CONCRETE BLOCK CONNECTION TYPE B 16 9 9 12 • 13 16 8 7 11 • 13 15 7 6 • 10 11 5 C D 4 ROBERT S -- MONSOUR, PE EB-- '0 RATS ET1CINEERINC, INC NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. n SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADD ITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. APPROVED AS CCMPLYING WITH THE SOUTH FLO IDA BUILDING CODE DAT BY PRODUCT CON'OL DIV:S OIN BUILDING •CODE COMPLIANCE OFFICE ACCEPTM NO 4 � -D7 �$ 'oy- 9 I • REVISIONS By 09/11/98 SP • . /JR13/5541 01/10/98 si ornv 7 98002 6 WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DA. SPAN A B I C D E A B C D E A B I C 0 E A B C I D E C BRASS WOOD BUSHING 1/4 68" SPAN 14 13 5 13 13 12 12 5 12 9 4 3 6 8 3 3 4 12 7 3 10 7 : 4 10 10 8 3 3 4 3 \�� �� �� \ \`'�.,:c_",� \ ^x�w. w C�. -�' �: : . �`-• .y ,., 9 4 7 'a\ z „ \ ," ..j : ,, k �.'. �. , `" 4 6 7 3 3 � rte\ �\ ate` • " . \. � w �'. - , ': -. 88^ SPAN 11 8 4 11 11 g • 4 4 6 7 8 3 3 4 3 .1 �1 105" SPAN 1" MIN. PENETRATION 12 3" SPAN �" y \' , � 3 '^' ` � ttFF � � uuuu L F}M� ∎,- -T., - - - - - - > WOOD LAGS MINIMUM TREAD PENETRATION 1/4" 68" SPAN 16 13 8 ... : . _ . 1 . 3 . _,...' . _ .. 13 ..... _ .. 15 .... _ _ _ .. . 13 _ ...... : .. __ . 6 13 13 12 6 5 8 • 9 . sa:: -- w, ."� a c `.` UY a=u ,rw „�: • 1" 16 13 8 13 13 14 7 6 9 10 12 4 5 6 4 14 9 6 13 � 13 10 4 4 5 4 *\ \ a ' '- ` + r ... � r " " 16 10 7 • 13 13 12 5 5: 6 5 � ; .. ; -Jr LY .n pct �i'`cia� °.` �� �a� QM Q` - 4 , ' ` 12 6 9 3 , ""' ' : 4�. 14 7 11 4 5 8 9 4 4 3 ^ *;:',J.--; n ,� .a 6 9 • 11 5 5 3 88" SPAN 14 • 11 6 13 13 105" SPAN 12 . 6 123 SPAN 1 0 4 3 5 4 16 13 13 13 (—I `) -M- -T..c. 'c.-V--Vi-W:' -Vi -W 5 /16" 68" SPAN 88 ".SPAN 16 13 7 13 13 7 WOOD LAGS 1" MINIMUM TREAD PENETRATION 105" SPAN 14 7 6 9 10 y -,,,,,,,,,,....: �� -- ,, ahkn aa,.na ��a� «ccu e F � c«K a 'w„ \�- ,�' 123" SPAN 12 4 5 6 • 4 "` . , „ z ' _.. �'.' ` ` " ",` ` �� �r: �rr r�rrrr , : . 3%8" 68" SPAN 16 13 : 13 13 1 13 : 9 13 13 .16 8 7 10 1 14 5 6 6 5 16 12 8 13 13 14 5 6 � 7 6 16 8 7 11 13 13 4 6 5 • 4 88 "SPAN 16 13 9 13 13 WOOD LAGS 1" MINIMUM TREAD PENETRATION 105" SPAN 16 8 7 11 12 13 5 6 6 5 r w"� w a n •^}- ;a n ,� . A� . � of - ate',- 5 ... >„"a� `� .., x-x'�e -a. a <e3 `� a , ,. \ �' ' `�" a ,,,...• H ° x+� c e vS i � ?^•c •� e -,.. - ..74:. r s ,.`a a � �. ,,. -s: °�a' �"`Zo ,` 123 SPAN � \ ¢ . 3 x ... �"'" .x �' ;c r..s ;r �^'� a'`^ II ' : i' t rrrr: ^rr, rt rrrrr , , , � rr, . 7/16 68 "SPAN 16 13 12 13 13 16 13 10 13 13 16 8 • '8 • 12 13 15 5 • 7 7 6 _ 16 13 9 13 13 16 . 6 7 8 7 16 9 8 12 13 14 5 6 • 6 4 l }. � l ,...4 i$a %r� V .X {..f " Y l6k Y� �t�• . ' .,.� � ,. .: 88" SPAN 16 13 9 • 13 13 WOOD LAGS 1" MINIMUM TREAD PENETRATION 105" SPAN 16 9 8 12 13 15 5 7 7 6 " a ! {l l�'( K« •S � ^.. .: ",. ' tZ � < C'altiill � '. ' - ,-A.,• a •� . " } n r 123" SPAN : "G" _ ( 1��,�1111�Ci;Vii;ji-r41 -‘4;'* 1/4" 68 "SPAN 16 13 8 13 : 13 15 13 6 13 • 13 _.... • 12 6 5 8. 9 10 • 4 4 5 4 14 9 6 13 13 10 4 • 4 5 4 , w., . .. .. ,, ,,, •: m, «^ = -`= z =. xn �" ," g' .,,. S-�a_ u'1, 1 ` 6 V M 2 5 8 9 9 3 4 4 88 "SPAN 14 • 11 6 13 13 u UUU 1/4 ELCOPANELMATES 1 7/8" MIN. THREAD PENETRATION 105" SPAN 12 6 5 8 9 , : ; '. ° r5 x ' �. k: _... w. , '`� r eK • » "'R��+ a ; 123" SPAN : 10 4 3 5 4 .� .,e:. .. ...... v. . ., �•rs, O ., _ 1/4" 68 "SPAN 16 = 13 8 : 13 • 13 15 13 • 6 13 13 9 14 9 ' 6 13 10 4 4 5 ° " gi p `" L IE «K '� . �zjG2 8 . - � .,....., .�:;, ' =z4R`L Ar : 13 12 6 5 8 9 4 9 3 4 4 € 3 '°` , . --. : • icn •G - < YS y ^ " �a ,.,� r».� . -:-u: • ZC' :...,. _'4m ' M.:.. w aTi�„" _ -. :. '.e . • ' ^'^"'A?F MI \_ \__1__t \s_�� _\- 88" SPAN 14 11 6 13 13 12 6 5 8 1/4" ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION 105" SPAN 12 6 5 8 9 4 , 10 4 4 5 4 ,... ... ;,-'g ::::_> xo .. m ° . =£ 123" SPAN ...... 10 4 3 5 A N C H O R S C H E D U L E NOTES: SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMNNG ANCHOR SPACNG ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SFEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDIT70NAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. ROBERT S: - MONSOUR, PE EB- 0006024 RiTTK' ENGINEERING, IIlC APPROVED AS COMPLYING WTH THE SOUTH LO '!DA BUILDING CODE DAT ► - ' Q BY PRODUCT CONS; IL DIV S ON . BUILDING CODE COMPL.ANCE OFF'CE ,ACCEPTANCE NO. g$'P e2 REVISIONS BY • 09/11/98 SP 1 • • orjro /9 SHOW 9800 le• 7 7 ,® COMPARATIVE ANALYSIS CHART AWNING TYPE WINDOW SERIES 7000 DESIGN LOAD CAPACITY - PSF WINDOW DIMS, NUMBER OF VENTS NUMBER OF ANCHORS /JAMB DSB- ANNEALED GLASS 3/16 " - ANNEALED GLASS WIDTH HEIGHT EXT. 1NT. EXT. 1NT. 19 -1/8' 26 -1/2' 37' 53 -1/8 26' 2 3 50.0 67.0 50.0 121.0 2 3 50.0 67.0 50.0 118.7 2 3 50.0 67.0 50.0 78.9 2 3 50.0 52.1 50.0 52.1 19 -1 /8' 26 -1/2' 37' 53 -1/8 38 -3/8° 3 4 50.0 67.0 50.0 121.0 3 4 50.0 67.0 50.0 108.8 3 4 50.0 67.0 50.0 76.9 3 4 50.0 50.7 50.0 50.7 19 -1/8' 26 -1/2' 37' 53 -1/8 50 -5/8' 4 5 50.0 67.0 50.0 121.0 4 5 50.0 67.0 50.0 103.0 4 5 50.0 67.D 50.0 73.8 4 5 50.0 50.1 50.0 50.1 19 -1/8' 26 -1/2' 37' 53 -1/8 63' 5 6 50.0 67.0 50.0 121.0 5 6 50.0 67.0 50.0 99.4 5 6 50.0 67.0 50.0 71.2 5 6 49.7 49.6 49.7 49.6 19 -1/8' 26 -1/2' 37' 53 -1/8 74 -1/4' 6 7 50.0 67.0 50.0 121.0 6 7 50.0 67.0 50.0 98.4 6 7 50.0 67.0 50.0 70.4 6 7 50.0 49.1 50.0 49.1 19 -1/8' 26 -1/2' 37' 53 -1/8 86' 7 8 50.0 67.0 50.0 121.0 7 8 50.0 67.0 50.0 97.1 7 8 50.0 67.0 . 50.0 69.5 7 8 50.0 48.4 50.0 48.4 WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS 6 1/2" MAX. AT HEAD /SILL CORNERS Engr DR. HUMAYOUN FAROCO STRUCTURES FLA_ PE f 16557 / FEB 2 6 1999 53 1/8" WINDOW WIDTH 52" VENT WIDTH 48 5/8" D.L. OPG. i /j j / • , - ./, i % // / , • / i / ' 24 1/8" MAX. I�I TYP. AT HEAD /SILL TYPICAL ELEVATION TESTED UNIT APPROVED AS COMPLYING WITH THE SOUTH F BUI1DI G CODE DAT A BY PROUD C ROL DIV!SiON 8U1i.D_Nr: CODE COMPLIANCE OF ACCtFTA Cf NO. en' 03Di - D 2 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED. NOTES: 1. THIS STRUCTURE 1S DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SEE CHART FOR NO. OF ANCHORS PER JAMB 0 0 z 3 I w Z z - J t C) 0 0 N w w (f) c > N c 0 0) . z co 0 a) Ot Z (o w O co E bg h- N -+ U E 0 0 ) 0 0 0 a) 0 v 0 • sr- 1 0 a 0 0 .0 v` drawing no. W99 -09 (sheet 1 of 4 L 0) rn 3 J z a 0 U 1 • 4 . 44 4 3/16' TAPCONS 1 -1/4' MIN. EMBED INTO MASONRY 0 6 -1/2' FROM CORNERS & 24 -.1/8" O.C. MAX. 0 3/16" TAPCONS 1 -1/4" MIN: EMBED INTO MASONRY 0 6 -1/2" FROM CORNERS 3/16" TAPCONS 1 -1/4' MIN. WOOD PENETRATION 0 6 -1/2' FROM CORNERS & 24-1/8" O.C. MAX. J WOOD BUCKS NOT BY SECURITY WINDOWS, MUST SUSTAIN LOADS IMPOSED BY .GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TAPCONS AS MANUFACTURED BY ELCO. OR EQUIVALENT CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. SEALANTS: FRAME AND VENT CORNERS SEALED WITH SEALANT. Engr. DR. NUMAYOUN FAR000 STRUCTURES FLA. PE / 1655? M V) E ADHESIVE BEDDING COMPOUND DSB -ANN. GLASS GLAZING DETAIL APPROVED AS COMPLYING WITH THE . SOUTH F' RIDA BIM DING CODE DAT= A BY P&DDUCI f, D:V ( y BU LDING CODE COMP1.:ANCE OFFICE ACCEPTANCE NO. (A O 0) ' C c 0 L U y 'D 0 - o O ,C e 0 a X ( drawing no. w44 -n4 rn a) 0 -J Z a 0 0 c — � ■ #8 X 5/16" SHEET METAL SCREW 1BY OR 28Y WOOD BUCK r #1/4 -20 X .456 SHOULDER SCREW E XTERIOR 3/16" TAPCONS 1 -1/4" MIN. EMBED INTO MASONRY 0 6 -1/2" FROM CORNERS & 18 -1/4" O.C. MAX. D.L OPG. VENT WIDTH WINDOW WIDTH 1/4' MAX. SHIM E JAMBS ITEM # PART O 1 SEG -52F 2 SEG -116 3 4 5 6 7 8 9 10 11 12 13 14 15 1 /VENT 1 SEG -117A SEG -88 SEG -209 SEG -118 SEG -66 SEG -516 SEG -9 SGH -1 SEG -67 16 17 SEG -428 18 - QUANTITY 1 1 /VENT AS READ. 1 /VENT 2 /VENT 1 2 /VENT 2 /VENT 2 1 /JAMB 2 /VENT 1 /BAR 2 BULB WEATHERSTRIPPING C.155 X .265> 2 1 1 DESCRIPTION FRAME HEAD VENT TOP FRAME HEAD WEATHERSTRIPPING (.150 X .200) GLAZING BEAD VENT BOTTOM VENT HINGE FRAME SILL VENT JAMB HINGE LINK FRAME JAMB SLIDE BAR CAM LOCK CONNECTING LINK ARM CROSS SHAFT ARM CROSS SHAFT BEARING CROSS SHAFT MATERLIL ALUM. (6063 -T5) ALUM. (6063 -T5> VINYL VINYL ROLL FORMED ALUM. ALUM. (6063 -T5) ALUM. (6063 -T5) ALUM. (6063 -T5) ALUM. (6063 -T5) ALUM. (6063 -T6) ALUM. (6063 -T5) ALUM. (6063 -T6) A1 UM ALUM. (6063 -T5) AG.V rt 1 N U M NYLON AL Iv) IN UM ROTO OPERATOR ZAMAK MANF. /SUPPLIER /REMARKS VIBORG OR EQUAL VIBORG OR EQUAL DECO OR EQUIV. Engr. DR° 'RUMAYO JM FAROOQ 'STRUCiAgs FLA. PE f 16557 FEB 2 6 1999 APPROVED AS COMPLYING WITH THE SOUTH aLt?IDA BUILD CODE DA . A BY PROM; 'NIROL DIViS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Qom{ - 0301 •0 Z m O O 0 z D Z_ > co Q (o J N Q r r, L, z U o — cn • 1, a ' 0 0 d N 0 rn 0) J z 0_ 0 0 ( a) O 0 O L c drawing no. W99 -09 (, tieva -a", A ) r FRAME HEAD 0 TYP. Ia .968 I d 1� 1.030 —1 VENT TOP CENTER do TOP VENT BOTTOM .796 d 1.937 FRAME SILL r _ 1.375 1 1 VENT CORNERS STAKE JOINTS AFTER COUPLING VENT JAMB FRAME CORNERS 0 w c 0 0 0 a 0 y m 0 0 0 3 U) 0, 0) 0) 3 z 0 0 1.875 2.095 .968 1.375 .437 .968 Engr. IJMAYOU FAROOQ • STCIUC1'JRES # 16557 - APPROVED AS COMPLYING WITH TH SOUTH FLORIDA BUILENG CODE DAT BY PRODUCT ' TnOL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 11 - 630 t• n � • 00 0 x a 0 drowing no. W99 -09 y - a . f Signature BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795-2204 FAX (305) 756-8972 RECEIPT I, da l� contractor /owner, picked up 2 sets of plans for ( s)YOO 4'f ? `4/ caAVO--0 to have motions done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. from the Building and Zoning Department on (date) 4.000 6.000 i STEP zz - STEP 3 . TEe STEP S S STEP 6 2.000 U TYPICAL WINDOW FRAME INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLDWS. Dt1 HMINE DESIGN LOAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING_ USE DADE COUNTY APPROVED GLAZING FRODUCTS LEETINC ABOVE LDAD REQUIREMENTS_ USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY LLAX0AUM SHIM SPACING_ USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING WORE THAN DESIGN LDAD SPECIFIED IN STEP I ABOVE USING ANCHOR 'TYPES ON SHEET 3. AND ANCHOR GRAPHS ON SHEET 2. SELECT ANCHOR TYPE 11T11 DESIGN RATING WORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE TYPICAL. GLAZING PRODUCT 2_000 1 X 2 X 1/8 - ^ ALUM TUBE 3.000 - 1 X 3 X 1/16 X 1/8 ALUM TUBE -4.000 - MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FAS3 t.NERS SIZES AND SPACING 1 X •4 X 1/16 X 5/32 ALUM TUBE 1.000 PRODUCT 1RE1,,1EWED ACCEPTANCE No. � IF-AT1 D ATE p,. �"� CO'ROL DI D E CCM pLIA TI C 1y B RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1TH 1. ALL GLAZING PRODUCTS USED W THESE MULLIONS UST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS LE WIND LOAD. AIR & WATER INFILTRATION_ FORCED ENTRY RESISTANCE SAFEGUARDS ETC_ SHALL 2.. ANCHOR EMBEDMENT TO BASE MATERIAL SHA BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. • ALL MULLIONS TO BE ALLOY 6063 -T5. APPF.OYED AS COMPLYING WiT}1 THE SOUTH FLORIDA ELUDING CODE DA BT PRODU ONTF,OL DIV!Si0 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO -6 I ON FFiCE CND:Ft HUWYOUN FAR 000 PE f I6S5T AN i41q z O O a O to . u c - w Z of C Q d C O CL m � V O d r C\ 1 c r C o o7.1 V g 0 .D 0 -o 0 O 0 rowing nc M95 -O8, zhcot 1 of 3 1 xr2 x 1 /8 ALUI. TUDE N i itiii i IlIIII NM 3/ MOSER 111 'MUM a 11111 MIIIMIIII No mama a 111111111S1111 IIIIMILM 11111111111•11111M1 ■ a ` 1111.. 1111., 11 11.. 1111 ,�. 1111 1111 .�. 1111 t 1 1 x a - ALUn. TLOE ■ x11110 ■ HD STEEL SCIX[R 11111111111111111 IIII Enna 1..M IiiiiM 1111 1111 MN NA I 111 11111 1111111111311111111 UM 11111111■10 IM.I! NII.►I/ 'MI 1111E 11111311... Mil MUNE file II in 11111 LI El le Mal NEM MIN 1111111111M MI WWI MO b. 1 , � 8 ` 111 ■a. GLADNG PRODUCT V' CL &ZINC C LAZI JC vz PRODUCT PRODUCT Hi ll 1 71T1,/ ['PAN z 0. a cn CLAZJNC GLAZING z PRODUCT PRODUCT J J 2 V1 va Lf) r) MA.LION LOAD 04ART 20 30 4 50 68 7E1 BD TRIBUTARY 1110T1-1 - IND-CS ANCHORS TYPE A.B. OR C HORIZONTAL MUWON TRIBUTARY WIDTH = Wi + W2 2 1x ALUI. TL.6C NO STEEL SC1 aril. a ►! tIUL LION LOAD CHART _ ANCHORS TYPE A.B. OR C 20 30 40 50 6.0 70 80 TRIBUTARY NIDTH - INCHES VERTICAL MULISON TRIBUTARY WIDTH = w' + W2 2 Q t?) LT, to MULLION LOAO ART 2E) 30 40 50 6E 710 8D TRIBUTARY 11I0TH - INCHES ANCHOR LOAD C JZRT m 20 3D 40 SD 60 70 80 TRIBUTARY KIOTH - _ ND APPROVED AS CO!: ?LYING IY;TH THE SOUTH FLORIDA SU!LDING CODE DAT - r BY ANL. ORS ACCT - ..• 7 T YPE A PRODUC ONTROL [VS; ON BUILDING CODE CJ1,1PL1ANCE OFFICE ACCEPTANCE 0 MULLION LLION LOAD 0-tART 2 x1/8 ALUn. TUBC I • ► = +ro r a "1' • - i ,. ' x ��..l�■ \11.11 11111111111111111111111.121111111111111111. ► i 1111111111111.1111.11111111111111111 t;) m • 11111.\ IIIMME M11.1111111111 • P 111.■.■.■■ \,.■1111 O G1 ■..1'.\,■■1111111■■' m .1..1■11.��.1�.� H 1111111191111111111111116111111111111111111 1.. .�7t ..111.11 O t9 ".,,....11111121111..■ 111111.111..011t111111!11t111 i11!!!liii111i`11111111 ►\iliiit1111M'ii\ is`ii■11111111v►INI ■.■111111161111111111M1■111■ 0) m n 0 N 20 38 40 SD 60 70 80 TRIBUTARY WIDTH - INCA -18S a 11111-1111'1-t111 ANC> -DRS TYPE 8 LMURINTGSi011tL =IIM1sMMI i���1��1�1 ►v1��ii�� 11► \!1111111111\111111M 1iit1111 111111,,,'1■. 20 30 40 TRIBUTARY ANCH ANCHOR LOAD CHART D - 2 x6 - x1 /8' ALUn. - tux I\ wp RLQ Gz. -R �■ ■�, - INEMENIONOMMiliMi - iniikianiUMMEMMO 11111lt►11.i11111t1111r. 111111.111111111.i►1111111■11. m �■►■„■1,. '. • ..1.....0.11:.. ° m 11tl..li.►t111111►N • 11t11..i 11.11 �1.� D ■\,■�■�■�".. 1111\\i\ \.► =i21i /C IIIiMi,ti -11`1111i ■tiiit■ 1 3. 0 0 r) 50 60 70 80 20 30 40 vIOT I Bu7nRY 2.o�T RENEWE ':kCCEPTANCE No. 1 O I O `-k • 0:2- - EXPIRATION DATE �� t� . ZOO - ! By A PRO UT' DIN MULLION LOAD CHART 20 30 • 4 0 50 617 70 TRIBUTARY uIOTH - INO-ES ANCHOR LOAD CHART t1111t11►•i ►�i►`�111ii MiIMI111\\im 1111111111i sammensammomma manninaataimum iii MI►ViQt:V 11111111111111111MMINIMEIN �i�it►�i►�i►'11�iitili�. �i�iii��li►t�7� 11......111111111111.1111 1111ii..i... \�,`►� �.�..�. ..111M D. -.ORS 7 tPL 71■■...■■■ 50 60 70 uIOTH - U 4 1996 80 CWT HU>•LAYOUN FAROOQ PE f 1 6557 0 IY 0 0 0 0 0 •-te z 0 J CV r w Z ') 0 cC o� li Z L7 vr O -- �� 1 0 LO M95 -08A t 1 1 x a - ALUn. TLOE ■ x11110 ■ HD STEEL SCIX[R 11111111111111111 IIII Enna 1..M IiiiiM 1111 1111 MN NA I 111 11111 1111111111311111111 UM 11111111■10 IM.I! NII.►I/ 'MI 1111E 11111311... Mil MUNE file II in 11111 LI El le Mal NEM MIN 1111111111M MI WWI MO b. 1 , � 8 ` 111 ■a. GLADNG PRODUCT V' CL &ZINC C LAZI JC vz PRODUCT PRODUCT Hi ll 1 71T1,/ ['PAN z 0. a cn CLAZJNC GLAZING z PRODUCT PRODUCT J J 2 V1 va Lf) r) MA.LION LOAD 04ART 20 30 4 50 68 7E1 BD TRIBUTARY 1110T1-1 - IND-CS ANCHORS TYPE A.B. OR C HORIZONTAL MUWON TRIBUTARY WIDTH = Wi + W2 2 1x ALUI. TL.6C NO STEEL SC1 aril. a ►! tIUL LION LOAD CHART _ ANCHORS TYPE A.B. OR C 20 30 40 50 6.0 70 80 TRIBUTARY NIDTH - INCHES VERTICAL MULISON TRIBUTARY WIDTH = w' + W2 2 Q t?) LT, to MULLION LOAO ART 2E) 30 40 50 6E 710 8D TRIBUTARY 11I0TH - INCHES ANCHOR LOAD C JZRT m 20 3D 40 SD 60 70 80 TRIBUTARY KIOTH - _ ND APPROVED AS CO!: ?LYING IY;TH THE SOUTH FLORIDA SU!LDING CODE DAT - r BY ANL. ORS ACCT - ..• 7 T YPE A PRODUC ONTROL [VS; ON BUILDING CODE CJ1,1PL1ANCE OFFICE ACCEPTANCE 0 MULLION LLION LOAD 0-tART 2 x1/8 ALUn. TUBC I • ► = +ro r a "1' • - i ,. ' x ��..l�■ \11.11 11111111111111111111111.121111111111111111. ► i 1111111111111.1111.11111111111111111 t;) m • 11111.\ IIIMME M11.1111111111 • P 111.■.■.■■ \,.■1111 O G1 ■..1'.\,■■1111111■■' m .1..1■11.��.1�.� H 1111111191111111111111116111111111111111111 1.. .�7t ..111.11 O t9 ".,,....11111121111..■ 111111.111..011t111111!11t111 i11!!!liii111i`11111111 ►\iliiit1111M'ii\ is`ii■11111111v►INI ■.■111111161111111111M1■111■ 0) m n 0 N 20 38 40 SD 60 70 80 TRIBUTARY WIDTH - INCA -18S a 11111-1111'1-t111 ANC> -DRS TYPE 8 LMURINTGSi011tL =IIM1sMMI i���1��1�1 ►v1��ii�� 11► \!1111111111\111111M 1iit1111 111111,,,'1■. 20 30 40 TRIBUTARY ANCH ANCHOR LOAD CHART D - 2 x6 - x1 /8' ALUn. - tux I\ wp RLQ Gz. -R �■ ■�, - INEMENIONOMMiliMi - iniikianiUMMEMMO 11111lt►11.i11111t1111r. 111111.111111111.i►1111111■11. m �■►■„■1,. '. • ..1.....0.11:.. ° m 11tl..li.►t111111►N • 11t11..i 11.11 �1.� D ■\,■�■�■�".. 1111\\i\ \.► =i21i /C IIIiMi,ti -11`1111i ■tiiit■ 1 3. 0 0 r) 50 60 70 80 20 30 40 vIOT I Bu7nRY 2.o�T RENEWE ':kCCEPTANCE No. 1 O I O `-k • 0:2- - EXPIRATION DATE �� t� . ZOO - ! By A PRO UT' DIN MULLION LOAD CHART 20 30 • 4 0 50 617 70 TRIBUTARY uIOTH - INO-ES ANCHOR LOAD CHART t1111t11►•i ►�i►`�111ii MiIMI111\\im 1111111111i sammensammomma manninaataimum iii MI►ViQt:V 11111111111111111MMINIMEIN �i�it►�i►�i►'11�iitili�. �i�iii��li►t�7� 11......111111111111.1111 1111ii..i... \�,`►� �.�..�. ..111M D. -.ORS 7 tPL 71■■...■■■ 50 60 70 uIOTH - U 4 1996 80 CWT HU>•LAYOUN FAROOQ PE f 1 6557 0 IY 0 0 0 0 0 •-te z 0 J CV r w Z ') 0 cC o� li Z L7 vr O -- �� 1 0 LO M95 -08A GLADNG PRODUCT V' CL &ZINC C LAZI JC vz PRODUCT PRODUCT Hi ll 1 71T1,/ ['PAN z 0. a cn CLAZJNC GLAZING z PRODUCT PRODUCT J J 2 V1 va Lf) r) MA.LION LOAD 04ART 20 30 4 50 68 7E1 BD TRIBUTARY 1110T1-1 - IND-CS ANCHORS TYPE A.B. OR C HORIZONTAL MUWON TRIBUTARY WIDTH = Wi + W2 2 1x ALUI. TL.6C NO STEEL SC1 aril. a ►! tIUL LION LOAD CHART _ ANCHORS TYPE A.B. OR C 20 30 40 50 6.0 70 80 TRIBUTARY NIDTH - INCHES VERTICAL MULISON TRIBUTARY WIDTH = w' + W2 2 Q t?) LT, to MULLION LOAO ART 2E) 30 40 50 6E 710 8D TRIBUTARY 11I0TH - INCHES ANCHOR LOAD C JZRT m 20 3D 40 SD 60 70 80 TRIBUTARY KIOTH - _ ND APPROVED AS CO!: ?LYING IY;TH THE SOUTH FLORIDA SU!LDING CODE DAT - r BY ANL. ORS ACCT - ..• 7 T YPE A PRODUC ONTROL [VS; ON BUILDING CODE CJ1,1PL1ANCE OFFICE ACCEPTANCE 0 MULLION LLION LOAD 0-tART 2 x1/8 ALUn. TUBC I • ► = +ro r a "1' • - i ,. ' x ��..l�■ \11.11 11111111111111111111111.121111111111111111. ► i 1111111111111.1111.11111111111111111 t;) m • 11111.\ IIIMME M11.1111111111 • P 111.■.■.■■ \,.■1111 O G1 ■..1'.\,■■1111111■■' m .1..1■11.��.1�.� H 1111111191111111111111116111111111111111111 1.. .�7t ..111.11 O t9 ".,,....11111121111..■ 111111.111..011t111111!11t111 i11!!!liii111i`11111111 ►\iliiit1111M'ii\ is`ii■11111111v►INI ■.■111111161111111111M1■111■ 0) m n 0 N 20 38 40 SD 60 70 80 TRIBUTARY WIDTH - INCA -18S a 11111-1111'1-t111 ANC> -DRS TYPE 8 LMURINTGSi011tL =IIM1sMMI i���1��1�1 ►v1��ii�� 11► \!1111111111\111111M 1iit1111 111111,,,'1■. 20 30 40 TRIBUTARY ANCH ANCHOR LOAD CHART D - 2 x6 - x1 /8' ALUn. - tux I\ wp RLQ Gz. -R �■ ■�, - INEMENIONOMMiliMi - iniikianiUMMEMMO 11111lt►11.i11111t1111r. 111111.111111111.i►1111111■11. m �■►■„■1,. '. • ..1.....0.11:.. ° m 11tl..li.►t111111►N • 11t11..i 11.11 �1.� D ■\,■�■�■�".. 1111\\i\ \.► =i21i /C IIIiMi,ti -11`1111i ■tiiit■ 1 3. 0 0 r) 50 60 70 80 20 30 40 vIOT I Bu7nRY 2.o�T RENEWE ':kCCEPTANCE No. 1 O I O `-k • 0:2- - EXPIRATION DATE �� t� . ZOO - ! By A PRO UT' DIN MULLION LOAD CHART 20 30 • 4 0 50 617 70 TRIBUTARY uIOTH - INO-ES ANCHOR LOAD CHART t1111t11►•i ►�i►`�111ii MiIMI111\\im 1111111111i sammensammomma manninaataimum iii MI►ViQt:V 11111111111111111MMINIMEIN �i�it►�i►�i►'11�iitili�. �i�iii��li►t�7� 11......111111111111.1111 1111ii..i... \�,`►� �.�..�. ..111M D. -.ORS 7 tPL 71■■...■■■ 50 60 70 uIOTH - U 4 1996 80 CWT HU>•LAYOUN FAROOQ PE f 1 6557 0 IY 0 0 0 0 0 •-te z 0 J CV r w Z ') 0 cC o� li Z L7 vr O -- �� 1 0 LO M95 -08A z 0. a cn CLAZJNC GLAZING z PRODUCT PRODUCT J J 2 V1 va Lf) r) MA.LION LOAD 04ART 20 30 4 50 68 7E1 BD TRIBUTARY 1110T1-1 - IND-CS ANCHORS TYPE A.B. OR C HORIZONTAL MUWON TRIBUTARY WIDTH = Wi + W2 2 1x ALUI. TL.6C NO STEEL SC1 aril. a ►! tIUL LION LOAD CHART _ ANCHORS TYPE A.B. OR C 20 30 40 50 6.0 70 80 TRIBUTARY NIDTH - INCHES VERTICAL MULISON TRIBUTARY WIDTH = w' + W2 2 Q t?) LT, to MULLION LOAO ART 2E) 30 40 50 6E 710 8D TRIBUTARY 11I0TH - INCHES ANCHOR LOAD C JZRT m 20 3D 40 SD 60 70 80 TRIBUTARY KIOTH - _ ND APPROVED AS CO!: ?LYING IY;TH THE SOUTH FLORIDA SU!LDING CODE DAT - r BY ANL. ORS ACCT - ..• 7 T YPE A PRODUC ONTROL [VS; ON BUILDING CODE CJ1,1PL1ANCE OFFICE ACCEPTANCE 0 MULLION LLION LOAD 0-tART 2 x1/8 ALUn. TUBC I • ► = +ro r a "1' • - i ,. ' x ��..l�■ \11.11 11111111111111111111111.121111111111111111. ► i 1111111111111.1111.11111111111111111 t;) m • 11111.\ IIIMME M11.1111111111 • P 111.■.■.■■ \,.■1111 O G1 ■..1'.\,■■1111111■■' m .1..1■11.��.1�.� H 1111111191111111111111116111111111111111111 1.. .�7t ..111.11 O t9 ".,,....11111121111..■ 111111.111..011t111111!11t111 i11!!!liii111i`11111111 ►\iliiit1111M'ii\ is`ii■11111111v►INI ■.■111111161111111111M1■111■ 0) m n 0 N 20 38 40 SD 60 70 80 TRIBUTARY WIDTH - INCA -18S a 11111-1111'1-t111 ANC> -DRS TYPE 8 LMURINTGSi011tL =IIM1sMMI i���1��1�1 ►v1��ii�� 11► \!1111111111\111111M 1iit1111 111111,,,'1■. 20 30 40 TRIBUTARY ANCH ANCHOR LOAD CHART D - 2 x6 - x1 /8' ALUn. - tux I\ wp RLQ Gz. -R �■ ■�, - INEMENIONOMMiliMi - iniikianiUMMEMMO 11111lt►11.i11111t1111r. 111111.111111111.i►1111111■11. m �■►■„■1,. '. • ..1.....0.11:.. ° m 11tl..li.►t111111►N • 11t11..i 11.11 �1.� D ■\,■�■�■�".. 1111\\i\ \.► =i21i /C IIIiMi,ti -11`1111i ■tiiit■ 1 3. 0 0 r) 50 60 70 80 20 30 40 vIOT I Bu7nRY 2.o�T RENEWE ':kCCEPTANCE No. 1 O I O `-k • 0:2- - EXPIRATION DATE �� t� . ZOO - ! By A PRO UT' DIN MULLION LOAD CHART 20 30 • 4 0 50 617 70 TRIBUTARY uIOTH - INO-ES ANCHOR LOAD CHART t1111t11►•i ►�i►`�111ii MiIMI111\\im 1111111111i sammensammomma manninaataimum iii MI►ViQt:V 11111111111111111MMINIMEIN �i�it►�i►�i►'11�iitili�. �i�iii��li►t�7� 11......111111111111.1111 1111ii..i... \�,`►� �.�..�. ..111M D. -.ORS 7 tPL 71■■...■■■ 50 60 70 uIOTH - U 4 1996 80 CWT HU>•LAYOUN FAROOQ PE f 1 6557 0 IY 0 0 0 0 0 •-te z 0 J CV r w Z ') 0 cC o� li Z L7 vr O -- �� 1 0 LO M95 -08A Lf) r) MA.LION LOAD 04ART 20 30 4 50 68 7E1 BD TRIBUTARY 1110T1-1 - IND-CS ANCHORS TYPE A.B. OR C HORIZONTAL MUWON TRIBUTARY WIDTH = Wi + W2 2 1x ALUI. TL.6C NO STEEL SC1 aril. a ►! tIUL LION LOAD CHART _ ANCHORS TYPE A.B. OR C 20 30 40 50 6.0 70 80 TRIBUTARY NIDTH - INCHES VERTICAL MULISON TRIBUTARY WIDTH = w' + W2 2 Q t?) LT, to MULLION LOAO ART 2E) 30 40 50 6E 710 8D TRIBUTARY 11I0TH - INCHES ANCHOR LOAD C JZRT m 20 3D 40 SD 60 70 80 TRIBUTARY KIOTH - _ ND APPROVED AS CO!: ?LYING IY;TH THE SOUTH FLORIDA SU!LDING CODE DAT - r BY ANL. ORS ACCT - ..• 7 T YPE A PRODUC ONTROL [VS; ON BUILDING CODE CJ1,1PL1ANCE OFFICE ACCEPTANCE 0 MULLION LLION LOAD 0-tART 2 x1/8 ALUn. TUBC I • ► = +ro r a "1' • - i ,. ' x ��..l�■ \11.11 11111111111111111111111.121111111111111111. ► i 1111111111111.1111.11111111111111111 t;) m • 11111.\ IIIMME M11.1111111111 • P 111.■.■.■■ \,.■1111 O G1 ■..1'.\,■■1111111■■' m .1..1■11.��.1�.� H 1111111191111111111111116111111111111111111 1.. .�7t ..111.11 O t9 ".,,....11111121111..■ 111111.111..011t111111!11t111 i11!!!liii111i`11111111 ►\iliiit1111M'ii\ is`ii■11111111v►INI ■.■111111161111111111M1■111■ 0) m n 0 N 20 38 40 SD 60 70 80 TRIBUTARY WIDTH - INCA -18S a 11111-1111'1-t111 ANC> -DRS TYPE 8 LMURINTGSi011tL =IIM1sMMI i���1��1�1 ►v1��ii�� 11► \!1111111111\111111M 1iit1111 111111,,,'1■. 20 30 40 TRIBUTARY ANCH ANCHOR LOAD CHART D - 2 x6 - x1 /8' ALUn. - tux I\ wp RLQ Gz. -R �■ ■�, - INEMENIONOMMiliMi - iniikianiUMMEMMO 11111lt►11.i11111t1111r. 111111.111111111.i►1111111■11. m �■►■„■1,. '. • ..1.....0.11:.. ° m 11tl..li.►t111111►N • 11t11..i 11.11 �1.� D ■\,■�■�■�".. 1111\\i\ \.► =i21i /C IIIiMi,ti -11`1111i ■tiiit■ 1 3. 0 0 r) 50 60 70 80 20 30 40 vIOT I Bu7nRY 2.o�T RENEWE ':kCCEPTANCE No. 1 O I O `-k • 0:2- - EXPIRATION DATE �� t� . ZOO - ! By A PRO UT' DIN MULLION LOAD CHART 20 30 • 4 0 50 617 70 TRIBUTARY uIOTH - INO-ES ANCHOR LOAD CHART t1111t11►•i ►�i►`�111ii MiIMI111\\im 1111111111i sammensammomma manninaataimum iii MI►ViQt:V 11111111111111111MMINIMEIN �i�it►�i►�i►'11�iitili�. �i�iii��li►t�7� 11......111111111111.1111 1111ii..i... \�,`►� �.�..�. ..111M D. -.ORS 7 tPL 71■■...■■■ 50 60 70 uIOTH - U 4 1996 80 CWT HU>•LAYOUN FAROOQ PE f 1 6557 0 IY 0 0 0 0 0 •-te z 0 J CV r w Z ') 0 cC o� li Z L7 vr O -- �� 1 0 LO M95 -08A 2.000 ION • 2 X 2 X 1/8 ALUM ANGLE f 14 S.M.S. 2/ ANGLE j ___ ---- -- r= IJULLION 2 X 2 X 1/8 ALUM ANGLE -1.4U UJON MUU_ION 1509 IAN 2 X 2 X 1/8 ALUM ANGLE 2 -5/8" LONG e PRECAST - • CONC. SILL - 1500 - - - M1rl C' • f 14 S_MS. 1 MIN. EMBED INTO WOOD 1/ ANGLE 3/116 DIAL TAPCON 1 1/2 WIN_ EMBED 1/ ANGLE f 14 S.M3. 2/ ANGLE PRECAST SELL CONC. 2X2X 1/8 ALUM ANGLE f 14 S_1.4.S. 2/ ANGLE t MULLION - MULLION 2 X •2 X 1/8 - ALUM ANGLE --� 2 -5/8 LONG L500 ---t 7.11N 1 14 S_M.S. 1 -1/2 MIN. EMBED INTO WOOD 2/ ANGLE L625 C a- 2.000 II wi•1 a -d - O .71a 3.000 MUI ) QJ GL!P TYP (ALT. To ANGLES) TNCS CUP TO FLOAT INSIDE MULLION (NO SI DE : ASTENERS REQD.) 0 I,11111ato .. V .. . • . s a • 3.000 MULLION LAN IN 1 MIN - s 1 t. Q 2 X 2 X 1/8 ALUM ANGLE 9 14 S.M.S_ 3/ ANGLE — MULLION 2 X 2 X 1 /8 ALUM ANGLE 3 - 5/8 LANG 1.500 w MIN SUSTAIN LOADS IMPOSED, • NOTCH WOOD BUCK TO ACCOMODATE CUP M CLS TO MASONRY • CONCRETE OR CONC. F)Li_ED BLOCKS • C'• •0 . G • 3.000 uw a PRODUCT RENEWED ACCEPTANCE No_ c k_ c k - O \ D' - O EXPIRATION DATE-3-;-4 BY P B SO C 1 iR i UC, Y APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU;LDING CODE DAT B PRODUCT OrYTROI DIVIS :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No.9 -1 2_13 12>1 1/4 TAPCON - 1 -1/4 MIN. EMBED 2/ ANGLE DUCT CONTROL DIVIS DE COMPLIANCE 19_.1111 CE GINET3L HwAYOUN FAROOQ PE f 16557 4 r c r O o w z C3r '' o <� O a °° c o cc 1 in G -d z _ f (_D c a1 2 m 0 0 0 c o U . 3 0 0 z j . 0 co zz � (N r ▪ r'7 Q - - - r J O O W 1n 1 In X a drawing no M95 -08} MIAMI.OADE Security Windows & Doors 5100 NW 72 Ave. Miami FL 33166 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0301.02 Expires:03 /01/2002 CONDITIONS 1 of 3 PRODUCT CONTROL NOTICE OF ACCEPTANCE BUILDING CODE & PRODUCT REVIEW COMMITTEE 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 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 7000 Aluminum Awning Window (3 Wide) under Chapter 8 of the Code of Miami -Dade County governing the use of Altemate 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. rancisco Quintana, R.A. Director Miami -Dade County Approved:05 /06/1999 Building Code Compliance Office Security Aluminum Windows. ACCEPTANCE No.: 99- 0301.02 APPROVED . MAY 0 6 199 EXPIRES March 1, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance No. 95- 0929.28, which was issued on March 1, 1996. This approves an aluminum awning 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 7000 Aluminum Awning Window (3 -wide) and its components shall be constructed in strict compliance with the following documents: Drawing No W99 -09, titled " Series -7000 Aluminum Awning Window," Sheets 1 through 4 of 4, dated February 14, 1999, signed and sealed by Humayoun Farooq, 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, as shown approved drawings. 4. INSTALLATION 4.1 The aluminum awning 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 require a hurricane protection system. S. 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. 2 of 3 Manuel ' erez, P.E. Product Con �.j) xaminer Produc of Division Security Aluminum Windows. ACCEPTANCE No.: 99- 0301.02 EXPIRES March 1 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 last page 3. END OF THIS ACCEPTANCE 3 of3 APPROVED MAY 0 6 1999 Manuel 'ere , P.E. Product Contr1 arniner Product ontrol Division