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RC-09-1490• • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 123861 Scheduled Inspection Date: December 30, 2009 Inspector: Bruhn, Norman Owner: STEAD, DIANNE & MARC Job Address: 825 NE 97 Street Miami Shores, FL 33138- Permit Number: RC -9 -09 -1490 Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060142600 Building Department Comments ENCLOSURE OF EXISTING SCREENED PATIO Pasaetl/}aj/ )/� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 29, 2009 For Inspections please call: (305)762 -4949 Page 5 of 20 k)ct Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 f14o'V • )1 Permit Type (circle Building / Roofing SEP 0 4 2009 Permit No. K'-9 ` /490 Master Permit No. e tc.. Q7_90 i 7J 7J fG Owner's Name (Fee Simple Titleholder) %144 C. 'f' .00)4 me.- J 4I Phone # oi) 2)-7—/0025' Owner's Address g ��~ L. 51? trr City AO • J14,44..71 State Et- Tenant/Lessee Name 41/4- Zip 33/ Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # /I— c3oZ o b Is Building Historically Designated YES NO. Phone # A/ /A- VAJ— A1. C 7 7 f j County Miami -Dade —0iy- 6vc) Zip 33/3$> Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. �' 3 a gineer's Name (if applicable) Phone # 3°5 5 3 2 vice t Value of Work For this Permit $ 02 -S. Type of Work: Describe Work: Additio XPrtteratierrr L.)1 Square / Linear Footage Of Work: 7,4" ❑New s ❑ Repair/Replace ❑ Demolition .w.S: *****s.:** Submittal Fee $ '..Notary $ _ _ Radon $ ** ****** ***** * *** ** ** *** Fees * ******a:a ********* ** **** ***** *:x:x********* *** $ � D �CCF $ 1-Y0 CO/CC N Technology Fee $ t � 0 -40 Double Fee $ Total Fee Now Due $ See Reverse side --> Permit Fee / Training/Education Fee $ O•tdp 0.410 DPBR $ Bond $ Code Enforcement $ \Structural Review. $ %D� Zoning $ Bonding ( Bonding 4 City Mortgage Mortgage City Applicati commenc constructi WELLS, 1 OWNER applicable "WARN! - tg PAYING O CONSUL !- COMMI t— Notice to W Z promise i a_ 0 whose pra,._,.�_ ADDRESS: U w 0 a. w MPACT FEES HRS/DERM O Z -J Ca PLUMBING 0 a 1 0 w 2 for the first inspection which occurs seven ays a er t e , uI n cng permit is issued inspection will not be approved and a reinspection fee will be charged. Signature �-- Owner or A_ent The for day o Nork or installation has of all laws regulating PLUMBING, SIGNS, in compliance with all RESULT IN YOUR tyTAN FINANCING, CUR NOTICE OF ?0, the applicant must 'livered to the person posted at the job site In the absence of such posted notice, the Signature r / Contractor entrwas acknowledged before me this 7" The foregoing instrument was acknowledged before me this by - Ca �fe-' sl6 day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTAR Sign: - Sign: Print Print: mnm a My Commission Expires: My Commission Expires: **** ******* ***** ** **** * ** * **** APPLICATION APPROVED BY: (Revised 07/10/07) NUTnttt �YiThLI 4Yr u r Gloria Coto Commission # DD882215 .. ; "tliteteltliffc ts42 011 ********************* * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** BONDED THRII ATLANTIC BONDING CO., INC. Tibio9 51-vmce, 77 c-r-7 Plans Examiner Engineer Zoning • NOTICE OF COMMENCEMENT A RECORDED COPY M.T BE POSTED ON THE JOB SITE AT TIME OF FIRST nEFEE N TAX FOLIO NO. / hi G 'c' V 24'41° PERMIT NO. STALE OF FLORIDA: COUNTY OF MIAMI -DADS 'THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111111111111111111111 11111 11111 11111 1111 1111 CFN 2009R0658345 OR Bk 27009 Ps 18.59 (1P9) RECORDED 09/11/2009 10:07:08 HARVEY RUVIFI, CLERK OF COURT MIAMI -DADE COUHTYe FLORIDA LAST PAGE 1. Legal description of property and�'streett//address: b'0'j /1%''.^ 97 (T 2. Description of improvement: /Qt.At e7)(41.1),,' ,' AmPin AmPin C►) r2‘"*.‘, G Awn. CO w 1N.I0 chw 3. Owner(s) name and address: /4742 * ®II4,'J�1 sreAp Interest in property: A c'` f,bee.: ce A-Ali) Name and address of fee simple titleholder: c5W,72 G' 3.33s 4. Contr ctor's name and address: ,m42c — L 97 I/- 7 ' 14� ,L" M' ( s /2r� ; 5. Surety: (Payment bond required by owner from cpntractor, 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 Statut es, Name and address: 8. In addition to himself, Owners 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) Signature of Owner Print Owner's Name /1/t-- Sworn to and subscribed b re me ftlg`, Notary Public Print Notary's Name My commission expires' 113 01 -38 8104 PAGE3 '0 ARY. PUB t -STATE OF FLORIDA ' L la loria Coto CntptisNion #DT)882215 „,,, ,e'rctt : JULY 12, 2013 ° BONDED THRU ATLANTIC BONDING CO., INC. Prepared by A/17 "C' crir6 0 Address: £?f -c 97 f VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: /414LC-- S c DATE: e°7 ADDRESS: 1a2r ?7 f ( /4/0't / C%./tt ' Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to.be done by a licensed contractor. You have applied for a permit under an exception, to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residbnce. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale .or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation Of this exemption,. You may not hire an unlicensed person as it contractor. It is your responsibility to make s.ure the people employed by you helve licensee required by state law.and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your sgpervision and must be employed by you, which means that you must deduct F.LC.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction . • must comply with all applicable laws, ordinances,.buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold.title to the above property and I am planning on doing this constriction Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstateme t of the permit., 1 Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I, understand that the building official and inspectors are not there to design, alter or give advice on how to meet code only if the structure me is the minimum code. Initial / 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial /' y�y,, G 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. initial, 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation.' And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. •I understand that under state and local laws I can not do . any Electrical, Plumbing, Heating, Air & Roof work on my 'property with out first obtaining the proper permits by licensed contractors. Was .acknowledged before me this • a,af, Surd Produced there License or day of Initial who was personally known to me or who has 9 . . ' ntification. NOTARY NOTARY FUBLIC S'"i'P.TE OF FLORIDA C6'1!1_iw V Ct41i11oS COMali 311 SEP.'23, 2011 BONUD 11414W ATIAPillg AfIDfU N64 GO:, HVBi Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Na RC-9-09-1490 Issue Date: Not Issued Expires:Not issued Folio Number:1132060142600 Owners Name: DIANNE & MARC STEAD Owner's Phone: Job Address: 825 97 Street Miami Shores, FL 33138- Total Square Feet: 79 Total Job Valuation: $ 3,000.00 .. , Contractor(s) Phone Primary Contractor .... .. ,.. HOME OWNER Yes ;,.....—............,,—.....!.......--...........,.........,,,x•xow..):::0:,:,:,:m.*****:+:.:.*****.x.omx.x.,:.:......x.x.:,.:.:0):,,,,.....:4::::,,:::0:0::.******,::.:0:40):.x.x.:,:mx.:+):•:+mx.x.,:::::.:,...x.......x.:.,;::: Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/9/2009 : Yes Comments: Miafrli Shores Viiiage Building Department RECEIPT PERMIT #: 1't) 0-14(3O DATE: 1, /A/4/4c_ ❑ Contractor X Owner ❑ Architect Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -)7) laik 4) Nizcil as � From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting procss. Acknowledged by: ')C A, PERMIT CLERK INITIAL: RESUBMITTED DATE: J 2& 9 PERMIT CLERK INITIAL: Permit No: 09 - /t/�C Job Name: /,6 , 2009 Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Date: November 4, 2009 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # Stead Residence 825 N.E. 97th Street Miami Shores, Florida 33138 Folio # 11- 3206 -014 -2600 Attn: Building Department, FL. UC. 1 AR 0011074 This letter was prepared for the residential property to verify and confirm that the existing comer condition is OK to attach the new steel column at the existing slab surface. See attached drawing. If you have any more question please call me at my office 305 754 2318. Respectfully submitted, Mark A. Campbell, Architect FL AR# 0011074 Stead Residence column modification letter 11 -4 -09 3/16 C -1 4 "X4 "X1 /4" STEEL. COL. FILL WITH CONCRETE 3/16 V r. v EXISTING 8" CONCRETE TIE BEAM OR FOOTING 4" 8" Fe. 1 /2 "X8 "X8 "X4" W/ {4)3/4" j6 X 4" KWIK BOLTS DETAIL C -1 CONNECTION AT BASE & HEADER NTS. STEAD RESIDENCE 825 N.E. 97TH STREET MIAMI SHORES, FLORIDA EXISTING CORNER CONDITION AND SLAB IS OK TO ATTACH NEW STEEL COLUMN AT EXISTING CONCRETE SLAB SURFACE 9' -2" MARK A. CAMPBELL ARCHITECT 11074 373 N.E. 92ND STREET MIAMI SHORES, FL 33138 305 754 -2318 o 305 757 -6198 f NEW RAISED LANDING AND STEPS ® NEW BREAKFAST AREA REVISION 11 -3 -09 T Miami Shores Village CEP 0 4 2009 Buildin g Department artment BY: /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. E- R PERMIT APPLICATION Master Permit No. I, Or FBC 2004 Permit Type: Electrical � Owner's Name (Fee Simple Titleholder) % ,( c- ' ',� j,i *' r N. /ii>9 Q Phone # Qo)) 7f7-/0.7-51' Owner's Address go t f sot:- y 7 f'r City `%9/4 • X/102eJ' State Zip 43j 39 Phone # 49'4. Cc 40 L7 ? Tenant/Lessee Name 4/4- E -MAIL: 4 ft& .O 0 �L= GL,fo 77tt , /tie— r. ZJ Job Address (where the work is being done) ,%5f 4/ • C; 97 v/ /- City Miami Shores Vill . a County Miami -Dade Zip 3 3/ 3 0 FOLIO / PARCEL # /% 502 d 6 - (% /T' og 6 0 () Is Building Historically Designated YES NO Contractor's Company Name - O,d C ,4 j A/✓ Contractor's Address City A t 4.,y / State Qualifier Name acrC. 72 1 C Phone # i Gds y /1247.» Zip IP Phone # State Certificate or Registration No. Certificate of Competency No. E- ngineer's Name (if applicable) i4,4' /c. Phone # (o� J 2 „ 3 7 Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ❑New ❑ Repair/Replace ❑ Demolition Describe Work: XAlteration f14a1/0 (.) Sat (cm?'S _TAI 'r4cc 0) /y0-fr.) (hi 74- I- ************* * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ — '30 00 Permit Fee $ /6®/�o CCF $ O� C /CC Notary $ 5 "00 0 Scanning $ 3. OD Radon $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Training/Education Fee $ O• c O Technology Fee $ DPBR $ Zoning $ See Reverse side —4 Bonding Company's Name (if applicable) ////4' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /t/ /4' Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A)4'F DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature s -^�-- Owner or A Contractor The f• _o +1 ' ' , ent was acknowledged before me this The foregoing instrument was acknowledged before me this 261- day ,� , ![ ' ' O�-�° , by �r �/ 44? , day of 0 ' , 20� 1 by .� a % t 'W • /j a who is rsonally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. M C ' dentification and who did take an oath. NOTAR Sign: tilt fait iatitlt,tPATA` I. AF FLORIDA Print: Commission Expires: Gloria Coto My Commission #DD882215 My Commission Exp r BONDED TIIRII ATLANTIC BONDING CO., INC. )? • APPLICATION APPROVED BY: (Revised 02/08/06) * * * * * * * * * ** Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 131467 Scheduled Inspection Date: December 15, 2009 Inspector: Devaney, Michael Owner: STEAD, DIANNE & MARC Job Address: 825 NE 97 Street Miami Shores, FL 33138- 9,cAot- 90 Permit Number: EL -9 -09 -1492 Project: <NONE> Contractor: LONGMAN ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132060142600 Phone: (305)758 -1211 Building Department Comments ELECTRICAL WORK IN NEW ENCLOSED PATIO Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 14, 2009 For Inspections please call: (305)762 -4949 Page 10 of 14 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master Permit No.( ,a IsEpo42oqj BYooamv�a000 00. -141 OR— i4R0 Permit Type (circle) • Building Roofmg care c. (? 86' 7, f a>1 Owner's Name (Fee Simple Titleholder) Mk/QC P j /4 N(! ( %A 0 Phone # Qa) 7 3 7 " /'o.2 V Owner's Address 82 S N• '7 �i�% . City i$1 /A • .S/4O/ze State "4.- Zip 33/ 3 Phone # ✓✓Z.4 Tenant/Lessee Name /.A Job Address (where the work is being done) € AS N • L 5'7 City Miami Shores Village FOLIO / PARCEL # /1"-- 320,6 -- Q /tl- 02 £oc) Is Building Historically Designated YES NO County Miami -Dade Zip 3 3 / a, u Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. °� gineer's Name (if applicable) c LL Phone # J S ° • 3 6 3 / Value of Work For this Permit $ 02 9cV Type of Work: 0Addition Describe Work: Square / Linear Footage Of Work: teration LINew Repair/Replace 0 ❑ Demolition s 6— c. LOU ** * * * * * * * *** *fx��x�x ******* *�z�x� *** ** * ** *** *Fetes* *� *** *� *** *�x�::�x�x***** * * ** *** * * * *** * *** ** Submittal Feee r - �+�►C7' V V Permit Fee $ �e/ ©' " CCF $ (• YU CO /CC Notary $ S-,rV� '0^ Training/Education Fee $ O' U1� V Technology Fee $ .1S Scanning $ 8.00 Radon $ DPBR $ Bond $ Code Enforcement $ Zoning $ Double Fee $ � Total Fee Now Due $ � +i5 Structural Review. $ � See Reverse side -* Bonding Company's Name (if applicable) 4j/4-- Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) AI/ Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The fore day o who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Owner or gent ment was acknowledged before me this 2004_, by C'' - cre-�4 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: S Sign: Print: NOTARY ? LtC -STATE OF FLORIDA Print: Gloria Coto My Commission Expires: _, „ -= ` m - Commission #DD882215 My Conunission Expires ** ** ***********s:******** **** .'x ir n x�' T c or c*o ��x ** **�x�x *:x:x�x�x�:�x** *** * * * ** * * * *** *:x** **�x **** * * ** x *** **** APPLICATION APPROVED BY14(.4%'$7 2213 4 9/5 /01 s -44c f Plans Examiner Engineer Zoning (Revised 07!10107) NAME: ADDRESS: VILLAGE OF MIAMI SORES OWNER BUILDER DISCLOSURE STATEMENT 44(2 C- /jnf DATE: f/i09. Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to.be done by a licensed contractor. You have applied for a permit under an exception. to the law. The exemption 4.tlows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or leas. The building must be for your own use and occupancy. It may not be built for sale•or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sate or lease, which is a violdtion of this exemption. You tray not hire an unlicensed person as it contractor. It is your responsibility to make sure the people employed by you helve licenses required by state law.and by county or municipal licensing ordinances. Any person working on your building who is not licensed Must work under your supervision and must be employed by you, whioh means that you must deduct F.LC.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction . must comply with all applicable laws, ordinances, .buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold. title to the above property and I am planning on doing this construgtion Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatement '.f the permit., Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I• understand that the building official and inspectors *are not there to design, alter or give advice on how to meet code — only if the structure me s the minimum code. Initial 5. 1 understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation.. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. •I understand that under state and local laws I can not do . any Electrical, Plumbing, Heating, Air & Roof work on my 'property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 4 She, Produced there License or i Initial �' oq who was personally known to me or who has 10t) 139-oJO4 19 identification. NOTARY NQTP_R`i FUBLi: •ATE OF t'L 1 V. Ca iea ITT: 7 23 u�sT: i�! l Exo'rt; S '. 23, 2011 BONDED THRU ATLANTIC BONDING CO., INC. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 12-Loq-IlqD Inspection Number: INSP- 123880 Permit Number: WS- 9 -09 -14 Scheduled Inspection Date: December 21, 2009 Inspector: Rodriguez, Jorge Owner: STEAD, DIANNE & MARC Job Address: 825 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060142600 Building Department Comments NEW WINDOWS AND NEW DOOR WITH SIDE LIGHTS ON A NEW ENCLOSED PATIO Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Confirm all required inspections are completed NB December 18, 2009 For Inspections please call: (305)762 -4949 Page 4 of 19 IS j --44-0— �V c ►°l' Mvt4. ream.) Property Address: 825 N.E. 97 STREET, MIAMI SHORES FLORIDA 33138 Notes: NO NOTES MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190Th Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740 -3319 FAX #:(305) 669 -3190 LB # 6463 Accepted By Survey: A -10442 PAGE 1 OF 2 NOT TO SCALE Certified To: MARC & DIANE STEAD, SELF, Its'successors and/or assigns, as their interest may appear Community Number: Panel Number:0306 Suffix: 1 Date of Firm Index: 9/11/2009 Flood Zone: x Base Flood Elevation: Date of Field Work: 9/17/2009 Date of Completion: 9/19/2009 fitIMILEM LEGM, alESORIPTOIPROVIDIED aY TION OEM ABS1EXT OFTI E MOOR= a ttt4TS, EF1►TLV,AMEC'T THE mos mom HEREON WENE NOTAa5TRACTED RECORDED INCVNIMAICES HOT MOM ONTHEPLAT. 4) THE OF TM SURVEY USE TM . = TMEINSURANDE A MOMS AND SHOASOROT EE ustoFoR commicron PetMinft4 0ES P,' OR. ANY OTHER PURPOSE WITHOUT .1HE WRITTEN CONSENT OF ISDUa ESPWOSA, LAl'D SL MEE ) ONLY WALL TES s► tT asta EASED UPON N.G.V.D. AnintergeaMESSCIMERVOSe A R SURVEY fr &3 PREPARES HIft THE- E* LU EE OP THE HEREON, THE OERTEIDW ONS 00 NOT EXTEND TO ANY Legal Description: THE EAST 1/2 OF LOT 15 AND LOT 16 ,BLOCK 73,OF MIAMI SHORES SECTION NO. 2 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10,PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. Property Address: 25 N.E. 97 STREET, MIAMI SHORES FLORIDA 33138 MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190TH Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740 -3319 FAX #:(305)669 -3190 LB # 6463 Accepted By Survey: A -10442 PAGE 2 OF 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door LLC 601 NW 12`" Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within then jurisdiction: BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 805 AIuxninum Horizontal Rolling Window — L.M:L APPROVAL DOCUMENT: Drawing No. W08 -81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 09/19/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the'manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and-there has been no .change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for.termination and removal of NOA. , ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 0329.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA Mb 11 O -DADE FLAGLER BUILDING 140 WEST FI.AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.mainaidade.gov/buildingcode MIAMI•DADE COUNTY APPROVED NOA No. 09- 0105.02 Expiration Date: May 13, 2014 Approval Date: March 4, 2009 Page 1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBM1 `1 "l'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 6 of 6, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", dated 09/19/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. L -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS.201 -94 5) Cyclic Wind Pressure Loading per. FBC, TAS'203 -94. . 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, F.E. E -1 Manuel Per - , Product Control ` xami ' er NOA No, 09 -1 1 5.02 Expiration Date: May 13, 2014 Approval Date: March 4, 2009 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUI3MIi "1`ED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by AI- Farooq Corporation, dated 10/24/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11•. 3. Notice of Acceptance No. 03- 1117.01 issued to Surface Specialties, Inc. for their "Uvekol a Laminate Glass Component", dated 01/29/04, expiring on 02/08/09. F. STATEMENTS 1. Statement letter of conformance, dated October 24, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 24, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report no. }'TL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21; 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0329.02, issued to T.M. Window & Door Co. for their Series "805" Aluminum Horizontal Rolling Window w/ wo Reinforcement — L.M.I., approved on 07/13/06 and expiring on 05/13/09. Manuel Pere Product Control E rr NOA No. 09 -i ; .02 Expiration Date: May 13, 2014 Approval Date: March 4, 2009 E -2 . 3/16" ANN. GLASS .090" INTERLAYER SAFLEX 111G BY SOLUTIA - •3/16" ANN. GLASS • 3/16" HEAT STREW() GLASS ADDL ANCHOR RECD. FOR INSTALLATIONS INTO .090" INTERLAYER WOOD STRUCTURES OR` SENTRYGLAS PLUS BY DUPONT THRU WOOD BUCKS INTO MASONRY `• SIUCONE -GE RGS7700 i DOW CORNING 995 7/16" OVERALL GLASS TYPE 'A' -3/16° HEAT STREN'D CLASS 120" INTERLAYER INEKOL -UO RESIN 1 BY 'SURFACE SPECIALTIES INC.' _Z 3 ,,, m � n• 3/16' HEAT STREN'D GLASS !1g SIUCONE GE RGS7700 DOW CORNING 995 z! T 0 C 14 1/2" .OVERALL GLASS W 1/2" OVERALL GLASS TYPE 'C' TYPE 'D' GLAZING OPTIONS •- 3/16" HEAT STREN'D GLASS SIUCONE GE RGS7700 / DOW CORNING 995 7/16" OVERALL GLASS TYPE 'B' \3/16' ANN. GLASS \ 120" INTERLAYER - UVEKOL -LID RESIN l BY 'SURFACE SPECIALTIES INC.' 3/16° ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROWNG WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE STDIL.M. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 200.3.8.4. FALSE MUNTINS 1 (SURFACE APPLIED) 1 MAY BE USED I (a ••1 r \ ,) 74" MAX WINDOW WIDTH 3" 32 7/8" D.L. OPG. 37 1/2' 14 7/8" MAX. HEAD SILL .1 / ` t� ">j 0 � d VENT WIDTH TYPICAL ELEVATION 8" MAX. • HEAD /SILL CORNERS N y=. =I VR VA ....Z MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE '8' EXT.( +) TNT.( -) EXT.( +) 1NT.( -) EXL( +) 1NT.(-) EXT.( +) 1NT.( -) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr DR. HUNAYUN FARGOO SIRLC"TURES F.A. PE / 16557 CAN. 3538 NDV 0 F; ?U10. BAc w .`;. 7 { s iceO 02 0 0 U m a m 0 0 0 no -. 1r'-1(� , I� e i j II lV • ; III ( drawing no. j WO8 -81 j (sheet 1 of 6 ) r-w AMU. ANCHOR REDO. FOR INS'.ALLATIONS INTO WOOD STRUCTURES OR ‘. THRU W000 BUCKS 1110 mASONPf • 111' MAX. FALSE PA:041'M (SURFACE APPLIED) MAY BE user) \ • r MAX Er MAX. 14 7/8° 1 14090 1 HEAD/SILL ( A) .1 3^ ' SILL 1 i CORNERS • t •' •t tt it B t• !tn 32 7/8 r 33 1/2' Q.L. OPC. D.L. OPC. 1 37 Sfir ---- . '/0147 0110114 — --'-. • MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'tt' mass TYPE 11. GLASS TYPE EXT.(+) 1 INT.(-) Ext(.01 lug-) EXT.(+) lug-) 90.0 90.0 I 130.0 90.0 90.0 ADDL. ANCHOR 14E1)0. FOR RISTAUATIONS INTO WOOD STRUCTURES OR -Th. THRU WC11D BUCKS INTO MASONRY • - FALSE MUNTIT (SURFACE APPUED) MAY BE USED ■.. • 111. MAX. 4103W 91004 14 7/8" 3' MAX "sr -----, I 4 1111 11 4) ; 4 1. I• .. •• •.,•r• a, • 8' A I . HEAD/SL L CORNERS TYPICAL ELEVATIONS 24 VS. 0.1. OFG. 29 1/4 VEFIT WICITH XOX SIZES MAXIMUM DESIGN LOAD RATING PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' MASS TYPE IF EXT.(4) INT.(-) EXT.(+) INT.( -) 80.0 90.0 130.0 OR. HUM iWt X.'N F R000 CAA. 353 v0a.Lrr 1)00. 28 C. . 29 1/4 WID H 41 I gSIRUCTIAES FLA. 00 45097 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS).- AND FLORIDA BUILDING COMMISSION s'..N.4...,.yena I:244 0204 0./ DECLARATORY STATEMENT DCAOS-DEC-219 NOV tt t"' drawing no. W08-81 -shee(Y(Til .0 ' ISY WOOD RUCK TYPICAL ANCHORS • —SEE ELEV. %�. FOR SPACING ° 4 a • 0 910 X J /B" PH SMS '.. 2 PER CUP M- AMI - -DADE COUNTY APPRCVED MULLION & MULLION A'I'HGRS SEE SEPARATE RICA a ti 0 0 t4 4" LONG WIND LOAD CUP I TYPCAL ANCHORS �-sEE ELEV. FOR SPACING J TYPICAL AN▪ CHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHORS: SEE ELEV. FOR SPACING T /4" DM.. ULTRACON BY 'FI CO' (F4=177 25, Fy. 155 2s1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1 /2" MIN. PENETRATION INTO WOOD THRU tBY BUCKS INTO CONC. OR MASONRY I -1/4' MIN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8' MIN. EMBED INTO CONC. OR MASONRY aI@ 21 1 rM I= 4 II1a; 0 4 1! , (' 4 5 / r L_ TYPICAL ANCHORS J PER CUP ' a 4 ° ° i e,.` TYPICAL ANCHORS o ! s ty" `-SEE ELEV. +/ 2Y2 _/ FOR SPACING W7 ' ▪ 14. 01 a - 1 : 7Y.6 (CRAZE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA, MIN. (Fy = 36 Kg MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR_SELF DRILLING SCREWS INTO MIAMI-DALE COUNTY APPROVED MULLIONS (MID. THK. _ .100") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Fa = .3000 PSI 1,6N. MASONRY I'm - 1500 P51 MIN. WEEPFIQLES: SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SIUCONE OR ACRYLIC SEALANT. Env: OR. ranoaD sTR 1PES FLA. PC I) 18557 WI = 1 -1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE CAA. 393 `' `! ' ,.i? AT 4 -7/8" FROM EACH END AND AT MIDSPAN y '..,. ,,, ! 4, W2 = 1 -1/4" X 1/4" WEEPHOLES ro`, • AT 4 -7/8' FROM EACH END AND AT MIDSPAN ,.! W3 = Y LONG WEEP NOTCH AT EACH 2140 " W4 = 1' LONG WEEP NOTCH AT 32" FROM EACH ENO Y NO " ' �It1), t.i Yl•.T :: r(T s.CV1835 ' drawing no • W08 -81 !sheet 3 of 6 1/4' SHIM MAX •' METAL •*•1:1 (2.3 (RI STRUCTURE'. E I/4" MAX. SHIMS • '11F1PI 51C. A ELl. NCHORS / FOR SPA6IND ifg• r -SCREENS OPT. v • st, ISY . WJ;5ID SUCKS IYPICAL ANCHORS SEE ELEV. FOR SPACING (C) VENT WIDTH EXTERIOR WINDOW WIDTH LAYOOT • Ox OPPOSITE • VENT WIDTH 1/4' slims 28Y moo au2.1 wocki,smicruRi1 TYPICAL ANCHORS SEE FOR SPACING TBY / woo() BUCKS ----SCRUM OPT. SCREENS OPT.--- EXTERIOR 141I4DOW YAM XOX LAYOUT v ,\ \ TYPICAL ANCHORS SEE ELEV. Pr. FOR SPACING MIAMI-DADE COUNTY APPR.D MULLION-, SEE SEPARATE NDA TYPICAL ANCHORS r SEE ELEV. FOR SPACING 1 EXTERIOR WINDOW WIDTH WINDOW WIDTH 1 SCREENS OPT. Engr. CR 1-1431411104 1-411000 51840141145 FIA. PE # 1051 CaLN• 3536 o. j 2 I • -T • • I 1 973 2.437 , I • • '^ -- • - 3069 - --- .- . - 062 11.1LP r I •-: 1.000 r • 1 ' . • • . ITEM PART 9 QUANTITY IMCRIPTIO 0105ERIA1. MANF./SUPPLIER/REMARKS 1 ; 4 6 • • 7 8 9 10 1! TLf -130 1 FRAME HEAD . _ . .. _ .___.__._____.. _ _ FRAME SILL BASE +FRAME 6063-T6 aou.....6... .6063-16 - _ • - • - ----- - - : ; • .062f .688 C 1 4.250 .../ --- , .750 Oln4111333413 00-132 , 1 1 1.425 ■ 38 6500. JAMB - VENT 6063-18 6063-16 6063-46 - 7 - I ...._ _ 1 -I 1.000 L ,-,s , 6 ' MP & BOTTOM RAIL 14 WINO LOAD CLIP AS R000. FRAME 114B - FIXED TM-138 2/ VENT TOP ,AND 801104 RAIL - - • 1.030 FRAME ' I.- . • HEAD TM-I39 1/ VENT .14349 STILE ' 6063-16 6063-16 7 _ - -• -1 1 000 1--• 1 714-14o v 6ENT 1.1611141 STILE TM-137 1/ VENT FIXED 51115 - SILL TRACK INSERT • 1 - I- . . 6883-T6 - 13063-T6 - )0Q COR de PRODUCT 131 7 AVE IIDA 33174 I-131 00 r_i.75.--- I - .054 . . _7. 2.207 1.• 1 1 i 1.000 1 , I I 1.0110 1/4-135 SILL CUP ADAPTER. 12- LONG r i 8083-T6 AT MTG. STILE 1.0141101 1 13 14 15 1- TM-118 1/ VENT VENT LATCH, 3-1/544.080 . _ . .. 608.3-16 471440 85444 I•, -1.480 -1 -.077 I 1 , 4, 4. -i --i .123 .-11-.• . ,_,, 1/4■5) MTG. STILE RE1NF. 71.4-1414 AS REQD. r caRtaxa GLAZING BEM 608.3-T8 - 0.1-154 AS MD. RIND 10All CUP, 4 10141 6063-T61 - r 1 1.375 I L 1/ STILE MEETING gni REINFORCING _. 8053-18 - SNLE FIXED STILE RENFORCING 8063-16 - • . • -.• WOOL - ' .34 ii ! H.563 , r .. 10 • SILL TRACK , / 17 18 W31225 AS REQD. 1144 SEAL WSTRIPPING (.270* X .220" HIGH) W43371 AS REDD. FIN SEAL W'STRIFPNG oar x .370 IOW) KOL - I , ..¢. I 1..--. r-,, .500 9 20 W43201 AS REDO. FIN SEAL WSTRIPPING (.187 X .200HIGH) . ... _ WOOL - - Vs' X 1/2' x 4-7/454 LGIC ) 781.-3595 1, -312 -4 . -.. . 7) JAMB STILE N._ 1-- .107 .125 - 1 I 1.000 55043 ' - ADHESIVE BACK CLOSED CELL FOAM 24 22 2/ VENT VENT ROLLER HOUSING & GUIDE MASTIC At EACH ENO - - VENT ROLLER/WHEEL BRASS - r - 1.07l.- -2.3(2 - --, t • '';a) FIX. STILE RE)NF. ,.. 23 912 X 1 • 2/ CORNER FRAME A44EMRLY SCREWS - P.H. PHILLIPS 5140 24 910 X 1 • 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILLIPS SAIS i , 4 .082 1.255 lyp. L..._ 25 26 - 4/ LATCH mu LATCH SPRING ST. STEEL WOOL - 1431175 AS RECO. FIN SF.AL WSTRIPPING (.167' X " 0111114) - - .435 ,-.1 1 ! 27 114-151 1 SILL RISER 8083-76 - , 1 1 r 1.575 A I 1.000 2.373 1.548 • ' . • • • lit SEWS 805 ALUM HOW2C 1,1 TM WINDOWS, 601 N.W. 1211-1 Al POMPANO BEACH, .• TEL (854) 781-4430 . . 1 --I .929 -,-- ' I ,.. ..., I 1 SILL CLIP ADAPTER --I \--, EXTRUDED GLAZING BEM' ,-1.750 MEETING STILE 7.-1.408 -.1 T(:.) . ' -1.296-'j I r I 1.719 .062_, TYP. I 3.270 .708 I • i I i ; ---- 2.312 0452 Ti 1 1--t 1.437 1 .,. 1.2t 37 I 1 T- .84s .- _r- - I .- T.150 p ci\ FIXED STILE .. j .062 0 VENT LATCH ,-- ...- f 3 ) -1.641 FRAME SILL TOP g I . 1 . 1.764 - ! • • • i I 1----4- 1 AN r L858 . .092 .062 r TYR --1 2.628 3.042 1 F I t _ .082 TYP. 3.283 1 .052 I TY?. I 3.188 I RIP LEG I AS REDD. . 3.042 i • • • • 7---- 1 .062- 1.919 I 1 _ 641 osiu. ---C - ' 1.7991 RISER ' 8:' - :i • EMI,' a liumayour, FAR000 FLA. PE 1 16157 C.A.N. 3538 '.' "P.,....'s ' . : • ••• °2 64g4.. 1..:1.11.71.1i,;.-.. drowing no. W08-81 ,...„,--.-..- ;Fh.e.t...5.9.f._6_ I -.-174---- lifli iI. 4. ?Ws. ./../5;,. ...!2/210,40144,.. ci'll. ., I .500 3.089 ' ' -I .875 I.- *..o) FRAME JAMB - VENT --. k 5 I FRAME JAMB , .874 '. • - FIXED (" 2- ) FRAME SILL SASE (2) #17 1 1/4* PH. SMS. ASSEMBLY SCREWS FRAME TOP CORNFR _.(4) #12 x 1 1/4* PM. SMS. ASSEMBLY SCREWS FRAME BOTTOM...SGDM ,,, (2) #10 PR. SUS ASSEMBLY SCREWS VENT TOP CORNER ..•.'3.r, ..(7) #10 ..t I* PI-f. SMS .....-- ASSEMBLY SC-P1',5 •' 16.,' ' V 4"... FIXED M11,1 RAIL TOP CORNER _(2) 110 r P14. SRL ASSEMBLY SCREWS • VENT BOTTOM CORNER FIXFD MTC RAIL BOTTOM CORN.E$ Engr: MUMAYOUR CARCO° STPL'ClUPZS • ru. PE 1 6331 C.&11. 35311 t. .4.'r • ,;•••• ?'106.5 ,oz 4 /WA MIAMI DALE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terri Medley, FL 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material ails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "100" Aluminum Out swing Doors w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites ", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01 -24 -02 last revised on Mar 21, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 01-0724.10 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed b I i . I. Chanda, P.E. NOA No 07-0109.08 Expiration Date: April 11, 2012 Approval Date: April 12, 2007 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 01- 0724.10) 1. Manufacturer's die drawings and sections. 2. Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites ", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01/24/01 and last revised on Mar 21, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 01- 0724.10) Original test conducted per SFBC, PA 201, 202 & 203 -94 now termed as FBC, TAS 201, 202 & 203 -94 1, Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated March 21, 2001 Test Report No.1 (FTL- 2811), signed and sealed by Antonio Acevedo, P.E and revised by addendum letter, issued by 1-1`L, signed and sealed by Luis Figueredo, P. E. C. CALCULATIONS 1. Anchor verification calculations & comparative analysis, complying w/ FBC 2004 prepared by Al- Farooq Corporation, dated 12/15/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing Complies with ASTM E- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS ", expiring on 12/16/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International Inc. for "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/08. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex ", expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance & "No financial interest ", dated 12/15/06, signed and sealed by Dr.Humayoun Farooq, P.E. 2. Statement of laboratory compliance, as part of above referenced test reports. G. OTHER 1. This NOA revises & renews NOA # 01-0724.10 expired on April 11, 2007. 15 441 Is aq I. Chanda, P.E. Product Control Examiner NOA No 07-0109.08 Expiration Date: April 11, 2012 Approval Date: April 12, 2007 E -1 6' MAX. HEAD /SILL CORNERS SURFACE APPUEO FALSE MUN1INS MAY BE USED 1 L 12- MAX TYP AT HEAD /SILL /A 144' FRAME WIDTH 3 ANCHORS READ. AT MTG. STILE LOCATION 14' _-. 2 1 /2" 2 1/2" I I�12" ►.r, 24 3/4' i 7 ' D.L OPG. 34 11/16 - LEAF WIDTH 71 3/4- DOOR VR01)4 SERIES -100 ALUMINUM SWING DOOR W/ SIDELITES APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. 32 1/4" D.L OPG. TYPICAL ELEVATION ( XXOO ) TESTED UNIT THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE SIHtsS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMRED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 32 1/4' D.L. OPG. • rc I w 8 0 - 3/16' HEAT STREN'D GLASS OBO M6 WTERIAYER r BARE% IIIG `1 :BY 'SOLUTA' i • \ ,I 3/16- HEAT STRENT) GLASS / stn GLASS TYPE 'B' 1. x•3/16" ANN. GLASS 1-.015- URETHANE ADHESIVE \ ` .070" INTERLAYER \ \ 'SAF -GLAS' POLYCARBONATE \•1\ BY SECURITY IMPACT GLASS' \ t, . ¶-.015 URETHANE ADHESIVE i \ 1\, , 1-3/16' ANN. GLASS LI W I / Im 12 GLASS TYPE 'A' \-3/16" HEAT STREW!) GLASS 060" INTERLAYER 1\ 1- SAFETY PLUS POLYESTER 1 BY 'C ASS1AM' \ i } .010' PET FILM \ , 060- INTERLAYER SAFELY PLUS POLYESTER • 3/16" HEAT STREN'D GLASS GLASS TYPE GLAZING OPTIINS DOORS /SIDEUTES ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr'. OR. HUMAYOUN 148000 STRUCTURES TN 88 3536 323& 7 C.A.N. . MAR 2 1 2007 (sheet 1 of 6 ) CHART A (FOR X & XX D00RS) DOORS WITHOUT SID ELITES DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'A', '8' 011 'C' PANEL WIDTH FT. /IN. DOOR HEIGHT FT./W. 0(1'4+) 617.( -) 2/6 37 -1/2" 62.0 81.0 3/0 6/8 62.0 81.0 2/6 71 -3/4' 34- 11/18' 24- 15/16" 62.0 61.0 3/0 8/0 62.0 81,0 63 FRAME WIDTHM ( X ) HEIGHTS: FRAME WIDTH / \ v / ( XX ) NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT DATUM OPG. 6/8 79 -7/8' 77 -3/8" 67 -5/8" 8/0 95 -7/8" 93 -3/8" 83 -5/8" WIDTHS: NOMINAL MOM FRAME WIDTH LEAF WIDTH DATUM OPG. 2/8 (X) 31 -1/2" 28- 11 /18 18-15/16 .3/0 (X) 37 -1/2" 34- 11/16" 24.15/16' 5/0 (88) 39 -3/4' 28- 11 /18" 18-15/66 6/0 (XX) 71 -3/4' 34- 11/18' 24- 15/16" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 0 0 CHART 8 STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF WIDTH (W) FRAME HEU2HT CLASS TYPE 'A' CLASS TYPE 'B' & 'C' INCHES FT. /IN. EXT. ( +) WT ( -) EXT. (4) INT. ( -) 32 62.0 81.0 62.0 81.0 33 62.0 78.3 62.0 81.0 34 7/D 62.0 69.8 62.0 81.0 35 / 62.0 86.5 62.0 81.0 38 - 62.0 63.1 62.0 81.0 .32 62.0 81.0 62.0 81.0 .33 62.0 78.3 62.0 79.2 34 8/0 82.0 89.8 62.0 76.3 35 62.0 86.5 62.0 77.6 36 62.0 63.1 62.0 76.5 WI DX XO W1 \ \ \ \ '/: \ - /r / / \i/--- \ \ \ i% :;; \ \ \ / i. el; \ / / / / / DX XO W1 ( OXO ) WIDTH (W) = WI + W2 (F08 DOORS WITH SIDELITES) 2 SIDELITE WIDTH 0008 WIDTH W1 5 WI --/"\--. / / / /•' is 1 \ \ \ -- \ \ \ \ '/: \ - /r / / \i/--- '' / i% :;; \ \ / 0 \ \ / ( OXO ) WIDTH (W) = WI + W2 (F08 DOORS WITH SIDELITES) 2 SIDELITE WIDTH 0008 WIDTH W1 5 WI --/"\--. / / / /•' is 1 \ \ \ -- \ \ \ \ '/: \ - /r / / \i/--- '' \ \ \ \ • is \) / / jjj / ( xxox ) W1 / \ V / w1 ( OXX ( XXO W2 W1 ( XOO ) ( 00X ) WIDTH (W) j. (o) 0�N ( OXXO ) W1 W2 W1 Etgr: DR. HSSAYOUN FAR000 STRUCTURES FlA PE i 536 16557 CAN. 3 MAR 2 1 2007 xxoo OOXX mosucriumwils ageammoorwmtafte a tern -o!, -.op D'l.btos 6 0 0 a drawing no. W01 -20 (sheet 2 o 6 / / / / \ \ \ \ i% is • ( XOO ) ( 00X ) WIDTH (W) j. (o) 0�N ( OXXO ) W1 W2 W1 Etgr: DR. HSSAYOUN FAR000 STRUCTURES FlA PE i 536 16557 CAN. 3 MAR 2 1 2007 xxoo OOXX mosucriumwils ageammoorwmtafte a tern -o!, -.op D'l.btos 6 0 0 a drawing no. W01 -20 (sheet 2 o 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1\ 167 WOOD BUCK r1 7 #8 x 1" AT 6" 0 AT B' 0. • NON METAWC GROUT 3 KSI MIN. FH SMS FH SMS TYPICAL ANCHORS ELEV. FOR SPACING 3 KSI MIN. METAL sTRuciuRE TYPICAL ANCHORS ` C SEE ELEV. FOR SPACING 1 0 w 0 .ARIII�l�l� ®� NON METALLIC GROUT J OPERABLE UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING #8X ' FH SMS AT B. O.C. FH SMS TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS 26Y WOOD OR WOOD TYPICAL ANCHORS, SEE ELEV. FOR SPACING 5 \1a MIAMI -DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATS. NOA -17 TYPICAL ANCHORS` SEE ELEV. FOR SPACING. IWOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR s7ACw0 f4' TAPCONS BY 'ELCO. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SFI F OROI I ING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 K51 MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (SILLL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 7„ f: 'f I . :144• INTO OADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. ill�hllrt AagMla� 1Of . D$ �'�, -s n Zo1L Erpr: DR HUMAY01111 FAROOQ 4TRUCNRLS VIA PE Ar 16557 CAN. 3535 MAR 2 1 2067 0 ISSUE "I n 1 k drawing no. WO1 -20 (sheet 3ot 6 ) I-^ ' ^- r..548-.•.. i.. .203 `/y� � .265 �- i .. — .272-1."---2 GLAZING VINYL (SCALE 1.1) ITEM # PART f READ. DESCRIPTION MATERIAL MANF. /SUPPLIER /REDTARKS �l� l of f°v. pp 4AW A78 TYP. _ I 2 _— 3 4 _ SW- 28899 SW -28000 3/0006 FRAME HEAD /JAMB 6083 -T6 - 2125 .L... 1.500 2/LEAF ODOR TOP /BOTTOM RAIL 6061 -76 - - r AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (308) 76448100 FAX. (308) 281.6978 1 SW -28904 AS REOD. WEATHERSTRIP ADAPTER 6063 -TB - SW -28898 ,/DOOR THRESHOLD 6063 -76 - _ 6 SW -28896 1/LEAF HINGE STILE 6083 -76 — - 7 SW -28901 1 /L.EAF LOCK STILE 8083 -16 - �2A� FRAME HEAD /JAMB 526 --.-•- i-- .062 f 8 SW -28897 AS REOD. SIDELRE JAMB 6083 -T6 - 9 SW -28903 1 /CORNER ASSEMBLY STIFFENER 6063 -T6 10 SW -29244 3 /LEAF MINCE DOOR PORTION 6063 -T6 - .726 1.594 --1 I d .062 TYP. -3 WEATHERSTRIP ADAPTER IT 5W -29245 3 /LEAF HINGE FRAME PORTION 6063 -T6 - I GLASS STOP 12 2 /LEAF 3/8" X 16 X 32" LONG THREADED ROD STEEL 13 - 2/LEAF 3/8" X 16 NUT _ - 14 - , /HINGE 5/16- X 8" ROD STEEL PLATED STEEL 15 - 8/LEAF 1/4" SETTING BLOCK 1411-0N ...-1.464 1214 h1 1.21a .87)5 .466 GLAZING ADAPTER - ;.250 L L.499 (DOOR) 16 17 - AS REOD. GLAZING VINYL VINYL PW -lOt AS REOD. BULB WEATHERSTRIPPING VINYL - r_1.790-.1 .078 774. 18 19 20 P8-8400 AS RECD. 40.E WEATHERSTRIPPING - SCHIEGEL SILICONE PLUS - SILICONE DOW CORNING OORALUM CORPORATION 7040 N.W. 77 TER. MEDLEY, FL. 33166 TEL. (305) 884 -3622 FAX (306) 884 -1464 5025 AS RE00. FLUSH BOLTS DELTA 1140. 4I 21 CP -8111 - ENTRY LOCKSET TACO OR WESTLOCK 22 #8X3/4" PHSMS AS REOD. ASSEMBLY SCREWS AT ALL FRAME JOININ TS 1.985- -- 1.573 -» 23 DOR -018 AS REOD. GLAZING ADAPTER (DOOR) 6063 -T8 - 24 DOR -017 AS REOD. GLAZING ADAPTER (SIDEUTE) 6063 -T6 25 DOR -019 AS REOD. GLASS STOP 8063 -16 - { 375 ( IA00 Tom. �1_.4 i .470 LOCKS: a 1.823 --1 GLAZING ADAPTER (SIDELITE) TOP /BOTTOM RAIL STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 45° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 38" FROM BOTTOM 77� � —f 250 244 t , }L�L�� L1.547 i ASSEMBLY STIFFENER 1.375 _.1 062 TYP .500 T---L 2.125 695 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & PERIODS OF HURRICANE AND IARNINE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) EXTRUDED c P. a m m " E 4AOD THRESHOLD •{_ f 1.656 2.093 -^1, .125 -� f EXTRUDED j L. 111111 ALUMINUM BUTT HINGE 1/8" THICK AND 7 -1/2" LONG wail 5/16" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 90" FROM TOP & BOTTOM PRfUCZ l ffs AND ONE AT MIDSPAN g° 1 mm o . eJc .Og � j- 4 Mimi dp18 1.827 --r _ 062 rYP. 22a1 t _� 716 ,fig �,,, �� —I —T T^-L371- SIDE LITE GLAZING BEAD 4.1% SIDE LITE JAMB 0 o 0 a ''til n ��i .078 77P. .078 TYP. L 7 ' 9 #i• l'� • am^ li L750 1.760 2.070 7M ,}1TI'' 1113 t 0 -� Engrs GR. HLWAYOUN F.1ROE* STRUCTURES FIA. PE # 16357 CA.N. 3638 #10-24 X 1/2" Fli SELF DRII.UNG SCREWS 3 PIECE HINGE /i /J�i -'� — 3.949 —lam HINGE STILE I-i drawing no. WO1 -20 �,� OR 2 X zoo? ---- -4.667 ---I LOCK STILE sheet 5 of 6 _ °- L - t .\ z Z .� • O v f o u s d Qi A oI N s , a ,ate• w -zt -61 :SERIES -100 ALUM SWING DOOR W/ SOEUTES�� f AL- FAROOQ CORPORATION a 0 o m[L1�LYJ eacn• ion— j -- — I 0 E 1'<ow ve• - t•' f1.�� • ' • ; DORALUM CORPORATION ENGINEERS & PROpUCT QEVELOPMENT t 0) .J 9' uv5nnro FOR zzai _..._ x236 S.W. RI AYE '�" w t ' Oik>�3� • 7040 N.W. 77 TER. . MIAMI. FLORIDA 3317a C (C NI ` (dr. by "Mile i ���� MEDLEY, FL. 33166 TEL. 005)264-8100 FAX. (305) 2528878 l ci �(c14 by: ii .�= _! TEL. (305) 884 -3922 FAX (305) 884 -1484 y COMP- ANL�W01 _20DAC, 4. FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER drawing no. W01 -20j (sheet 6of 6;