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WS-10-2191 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 154188 Permit Number: WS -12 -10 -2191 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: CONDO, SHORES PLAZA EAST Job Address: 717 NE 91 Street BLDG B Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: THE COMPANIES OF R&S INC Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 113206044001 Phone: 305 - 256 -6666 Building Department Comments INSTALLATION OF 30 WINDOWS AND 1 DOOR IMPACT AS PER LETTER SENT FROM CONDO, OK TO APPROVE 180 DAYS EXTENSION 9/2/11 03/01/2013 - PERMIT RENEWAL PER B.O. NORMAN BRUHN. NEW EXPIRATION DATE APRIL 4, 2013. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 22, 2013 For Inspections please call: (305)762 -4949 Page 1 of 48 111111111 111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO STATE OF FLORIDA: COUNTY OF MIAMI -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 descri • •f pro • : and stree dress• t. � t .. 2 tai ' ' ; s- Pi ' mss► F,r7A 2. Description of Improvement CFN 2013R.0172630 OR Bk 28516 Ps 0276; (1psi RECORDED 03/05/2013 13 :34:43 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of reco 7230V:A N�- 3.Owner(s) name and address: 'r' S ' s ;' " N S N1. Interest in property: Name and address of fee simple titleholder: 5 i..A4, ° >J 4. Contractor's name, address and phone number: fI..+ 3E5 ^254) - 4CcCo 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ B. 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, address and phone number: Os 33ti3S 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, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE C. MENCINC3 , OR RECORDING YOUR NOTICE OF COMMENCEMENT, a „$iAT� ®>F FLORr ®A, coin � ,� , �Pa 6tEi Signatures) of e • ; _ , , odzed Dffleer/Director/Partner �,> Y C:ERT -- -�5"ne IfY #ha# tl� � 8fite Prepared � "'' ti �Y Prepared , rte • ,;if e: on _.. l� u , Print Name CIA-l� ��- Print Name 1 . , _ ilk ,A ���/!I!l��tlF`_ Title /Offl - 1se7t1' „ �,t :at r wi6a \' RUVI ( RK fit " ' ,y ji :ik' ,. r _I •� Title /Office 1M 10 S Qk-C-4- STATE OF FLORIDA COUNTY OF IAMI -DADE The fo s • in i : �” men By / ❑ Individually, or ❑ as for Personally known, or ❑ produced the following type of identificatio Signature of Notary Public: Print Name: (SEAL) VERIFICA►TiON PURSUANT TO SECTION SUM FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(slor_Owne s' Authnrized Officer/Director/Partner/Manager who signed above: By _c. - HAR day o /IL mrainipk- Irmo '- wi Miliiiliwagiimon My Comm. Expires ep 23.2015 p. p`f Commission # EE 128810 °; ,`,°�� Bonded Through National Notary Assn. By 2s s2_Ty sn 7� �� �r- ,��.izrJ vat_ °Jro Nst_ 8 °licoo 1,.:e- A‘St BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. FBC 20 kO PERMIT APPLICATION Master Permit No. U--a f Permit Type: BUILDING ROOFING JOB ADDRESS: 1 f N 1 City: Miami Shores County: Miami Dade Zip: �, '% Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder ) : Ser.) 'G T Lo r-) Nd Phone #: � S Ucl Address: 71- S S City: k''k `\ Ski d (1E9 State: Zip: 3 3 1 38 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: i e 4 6f" Kck o Phone #: �6 ��' Z"�� ~ ( q, Address: 0 76 s t`, 1 i -fie ,f f City: 1-3q A s -�+. State: -F-L-0 Qualifier Name: .i' 04N3 VA State Certification or Registration #: C es1 6 1 0 1 Contact Phone#: Email Address: DESIGNER: Architect/Engineer: - o S Lk-A7— Zip: `3 3 i -1 t Phone #: P r Certificate of Competency #: Value of Work for this Permit: $ Type of Work: OAcddition DAlteration Description of Work:' A -Nitta t Color thru tile: Phone #: 72)(e r 5`k - `f Square/Linear Footage of Work: New DRepair/Replace UDemolition rat * ** * **** * ** * ** *** ************* **** * *Fees*x**** ** * * * * ** * *,r****** ** * ** * *** * ***** * *** ** Submittal Fee $ Permit Fee $ U CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 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. 1 Signature `-" Signa = \ Owner or Agent The foregoing instrument was acknowledged before me this 13 Th Contractor g instrument was acknowledged day of R-1`3 2013 , by c...AciLC ANIE4 A day of P -bv'tla who i fore me this iEt4 °' 20 by -)014/4. 6)■' e or who has produced who i personally known to a or who has produced As identification anc, 0111 i Id Wtnke an oath. as identification and who did take an oath. p gi� , O. ti. o. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY NOTARY PUBLIC: Sign: Print: My Commission Expires: ia Qc{ "'j (0(J11 dati ire ►1 Ko* 01. Puey o LAURA HERNANDEZ •, 25 EXPIRES: Janua 10, 2017 Scaled Ti nBudgetNotaoy �4=9 Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Arlenis Silvera From: Norman Bruhn Sent: Tuesday, January 08, 2013 3:22 PM To: Arlenis Silvera Subject: FW: Shore Plaza East Condo Norman Bruhn Building Dept. Director Miami Shores Village Ph 305 - 795 -2204 Fax 305 - 756 -8972 BruhnN @MiamiShoresVillage.com From: Albert Ortega [mailto:albert@rscompanies.com] Sent: Friday, December 14, 2012 4:27 PM To: Norman Bruhn Subject: RE: Shore Plaza East Condo Norman, I appreciate your help. We should be ready in mid - January. I will keep you informed. Do you need anything from us at this time? Albert Ortega R & S Companies Since 1954 8715 SW 129 Ter Miami, FL 33176 305 - 256 -6666 Ext. 209 Albert@rscompanies.com From: Norman Bruhn [ mailto :bruhnn @miamishoresvillage.com] Sent: Friday, December 14, 2012 4:18 PM To: Albert Ortega Subject: RE: Shore Plaza East Condo Albert, Contact me when this is ready for inspection. We will discuss the expired permits and the renewal at that time. Norman Bruhn Building Dept. Director Miami Shores Village Ph 305 - 795 -2204 Fax 305- 756 -8972 BruhnN @MiamiShoresVillage.com 1 From Albert Ortega [ mailto:albertOrscompanies.com] Sent: Friday, December 14, 2012 3:42 PM To: Norman Bruhn Cc: silvera@miamishoresvillage.com; Rehilete80aol.com Subject: Shore Plaza East Condo Good Afternoon Norman, This is the Companies of R & S, we are a distributor of Impact Windows and Doors. We have been assisting Carlos with all the necessary changes that need to be made. Unfortunately we had an issue with the timing on the delivery of the products. Since you know, we are putting in PGT windows and doors, and also CGI doors in the front entrance of every building. CGI had delivered the doors in November with the incorrect glass. We refused the doors and are having them remanufactured. I apologize for the inconvenience and the delay in this process. I know you have helped out Carlos significantly in extending the permits. I'm writing you this email to see if you could extend the permit's for 60 days max. This would give us enough time to receive the rest of the materials from CGI and have them installed, so you could do the final inspection and close all the permits. The delay has nothing to do with Carlos or Shores Plaza, unfortunately they are stuck in the middle. Please see if you could help us. I appreciate your time. Please feel free to contact me with any questions or concerns. Have a great weekend, Albert Ortega R & S Companies Since 1954 8715 SW 129 Ter Miami, FL 33176 305 - 256 -6666 Ext. 209 Albert@rscompanies.com 2 Arlenis Silvera From: Carlos <rehilete8 @aol.com> Sent: Monday, December 17, 2012 2:03 PM To: Arlenis Silvera Subject: Fwd: Shore Plaza East Condo Sent from my iPhone Begin forwarded message: From: "Albert Ortega" <albert @rscompanies.com> Date: December 14, 2012, 3:42:02 PM EST To: <bruhnn @miamishoresvillage.com> Cc: < silvera @miamishoresvillage.com >, <Rehilete8 @aol.com> Subject: Shore Plaza East Condo Good Afternoon Norman, This is the Companies of R & S, we are a distributor of Impact Windows and Doors. We have been assisting Carlos with all the necessary changes that need to be made. Unfortunately we had an issue with the timing on the delivery of the products. Since you know, we are putting in PGT windows and doors, and also CGI doors in the front entrance of every building. CGI had delivered the doors in November with the incorrect glass. We refused the doors and are having them remanufactured. I apologize for the inconvenience and the delay in this process. I know you have helped out Carlos significantly in extending the permits. I'm writing you this email to see if you could extend the permit's for 60 days max. This would give us enough time to receive the rest of the materials from CGI and have them installed, so you could do the final inspection and close all the permits. The delay has nothing to do with Carlos or Shores Plaza, unfortunately they are stuck in the middle. Please see if you could help us. I appreciate your time. Please feel free to contact me with any questions or concerns. Have a great weekend, Albert Ortega R & S Companies Since 1954 8715 SW 129 Ter Miami, FL 33176 305 - 256 -6666 Ext. 209 Albert @rscomoanies.com CAOLO — r&- 'C;A t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: ^I JUL ECETVE ICU ..... FBC 20 Permit No. 10 "2_11 I Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 33 i 38 Folio/Parcel #: Is the Building Historically Designated: Yes NO / Flood Zone: OWNER: Name (Fee Simple Titleholder): 540- -3 �' LA- U\''S -L C.0N-'1:N° Phone#: .0 5 .1 " cl a Co ° Address: °7 L tit— City: %\\ iiR 0 0, State: T- (i) � Zip: 3k 3'2> Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 71V-- C - 1 ovr 4?-`- S Phone#: B©s- 2Sto (Q(0(b (p Address: f, C. SW \a--cl �►- city: M\ "ti State: l_.h Q �C Zip: 3 3 v-1 to Qualifier Name: ---3°" Phone #: State itarcation or-Registration #: C6 C 01 Cern ficate of- Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: � A 0 5, -V-E:7-- Phone #: �7El —'9. A1"ct'kO Val Ty D Square/Li Ft otage of Work ONew of Work0,21Ati to auto vv,14: ®l pjr/ p Fe LiDemolition rat s.`f'is Cr6 ¢iAlCca/ V Color thru tile: ******** *+ x*m**** **: x****x:*************** x�Feel�a� x *** x��x�xm x�x�x�* x�x��x: xx:m �u ****qua:x�x�x�x�x�**********mix Submittal Fee $ Permit Fee $ �� ✓ t5 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 78--. Minding Company's Name (if applicable) ,Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 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, BOIL .F,RS, 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 Signa Owner or Agent The foregoing instrument was acknowledggd before me t is ! T' • forego] day of kl.: , 2d?, by O( t( lata -Ve-K- of �whjo is personally Jknown (too mee or�vho haas pproduce' L who i 1111 if —11 O4 A 'ideia tion and who did take an oath. NOTARY PUBLIC: t lug t: My Comm. Expires May 17, 2013 fir c.•` Commission # DO 855424 APPROVED BY 7- Plans Examiner Contractor instrument was acknowledged before by who has produced entification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07!10 /07)(Revised 06 /10/2009XRevised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR I ARCHITECT Permit N. 12H o -2.1 Owner's Name (Fee Simple Title Holder): ,300 ?Ur-a '06T C - o Phone #: -10(' 1 Owners_Address: -145- -3 City: Fk\ •'g State : =n -csn-' 0 Zip Code: 33 t'3'I Job Address (Of where work is being done): 7 11 t' - 1 S1 � City: Miami Shores State: Florida Zip Code: 313 Contractor's Company Name: cot-NP-N-1 i cf S 1146 Phone #: 30C- -2-51e° t0 (0440 Address: e31 sus.J l 2\ t 2ft4\ City: M■*- State: Zip Code: 33 t -I Cc Qualifier's Name : 364co 3C 4 N 'Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: I hereby certify that the work has been abandoned and/or the contractorlarchitect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. owner or Agent The foregoing instrument was aknowledged mew this 11 day of ,201/by t_._ (s !4 I a �C Who is personally know to me or who has produ �. T4-' `� 1 L 0 — Wc --D 'inde�fication. Nota Sign: Seal: P blic: MARIA M. SOLIS Notary Public - State of Florida My Comm. Expires May 17. 2013 Commission • DD 855424 Signat Th who i Contractor or rchitect trument was aknowledged be or who has produce as indentification. Notary Sign Seal: u lic: "01144 MARIA M. SOUS Notary Public - State of Florida .1 My Comm. Expires May 17.2013 444 0. Commission w OD 855424 June 21, 2012 The Shores Plaza Tast Condominium Association, Inc. 745 North East 914 Street Miami Shores, FL 33138 305- 759- 9069 - Voice/Fax TheSPECAInc@comaast.net- E-Mail Mr. Ramon Baez, Mrs. Sylvia Baez South Florida Impact Windows & Doors 4530 SW 71' Avenue Miami, FL 33155 Re: Open Permits /Notice or Termination Dear Mrs. Baez: The association has repeatedly tried to contact you and your company over the matter of unfinished work concerning the installation of impact windows and doors on our property. As of this writing the following permits related to our contract with you are still open: WS -12 -10 -2190 723 NE 91 Street WS -12 -10 -2191 717 NE 91 Street WS -12 -10 -2192' 716 NE 92 Street WS -12 -10 -2193 715 NE 91 Street WS -12 -10 -2194 725 NE 91 Street WS -12 -10 -2210 9160 NE 8 Avenue WS -12 -10 -2211 755 NE 91 Street WS -12 -10 -2212 736 NE 92 Street WS -12 -10 -2213 9140 NE 8 Avenue WS -12 -10 -2214 735 NE 91 Street WS -12 -10 -2215 9120 NE 8 Avenue WS -12 -10 -2231 726 NE 92 Street Since our repeated attempts to contact you have gone unanswered we have no choice but to replace you with another vendor /contractor to finish the job. This letter serves as a Notice of Termination on our part to satisfy the change of vendor requirements of The Miami Shores Village. Should you have any questions, comments or concerns, please feel free to call the Association office at 305 - 759 -9069 or send an E -Mail to SPE123 @att.net Very truly yours, Board of Directors, SPECA cc. File cc. Yudany Fernandez, Esq. 111ir111111111}11 11111 !111.141111111t1iri1111111111 1111111¢11.1 016,- tZ -60S9 i 90Lt)1. ©i. S3 8VNI1 2I2I- :32 03SS311aov SV 31EV/A311.I-130 ION 213GN3S ©1.. N211.L Z� /SZ /`�0 00 3Q 0£E 3IXIN II-b6I *b000 secs ZIP• II �U' � AE I 11,Itidlw 3IW SOd •s•n ,}.4\14\ n y,r 41. 0 L cis 0E' 5 'VI o© Sc " \r\ gNA1 D WvS Z? J V \A )i? \e4 ;rlat -7: rEE" 09LL LQ66 'LUUU uiLuuc. ra StZ €p�8 €TEL _ W17.1 V_ W 03_ld l_l f33 ... 3Nh 03ll001V 010A'SS3H0OV NHO-13H 314130 11.1013 314101 3d033AN3 30 3011V 33)1011S 33V13 _ _ SSIEE 0001 3711I835191SOd S8191SQ331NR SE I LE H sa oqS IOW 3e34S s16 lse3 1PjON SfaL •s„ � b vo~r�!rpOprie sI JS�r�Mr�Y PIS �y ' 9W "14775. ya /5 /L SENDER. COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY xi Complete items 1, 2, and 3. Also complete Item 4 If Restricted Delivery is desired. I >A Print your name and address on the reverse so that we can return the card to you. 111 Attach this card to the back of the mailpiece, or on the front If space permits. 1. Article Addressed to: 5 b t` 5.5° 'c t5 B. Rec o Agent 0 Addressee 1 (Printed Name) C. Date of Delivery 1' D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service ape I 0 Certified Mali 0 Express Mail 0 Registered 0 Return Receipt for Merchandise 0 insured Mall 0 G.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Aransfer fom 7009 3410 0001 9987 7760 (Ttarlsferr from sl_ PS Form 3811, February 2004 Domestic Return Receipt 102595.0241 -1540! i V ly NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: I IEI!!! 1111111111 1111111111 11111 11111 III!)11 (-FN 2010R0867944- OR P.k 27537 Ps 0053, (lps) RECORDED 12/29/n10 { �i ' 23 °.43 HARVEY RUlVIN! CLERK OF COURT MIAMI -DADE COUNTY: FLORIDA LAST PAGE STATE OF FLOP, 3A, COUNTY OF DADS l HEREBY C'i RTI 'thri this of thn,. ur j 7i fth "t' of THE UNDERSIGNED hereby gives notice that improvements will be mad@Ftd;riatq restf property, and in accordance with Chapter 713, Florida Statutes, the follovAterifiar&sha is provided in this Notice of Commencement. ,A.D20 71(',11-,! &fr6i Spa above reserved for use of recording office Legal descriptiorLofproperty and pet/address: 75 NE I s tCec (V ( -a , St jj° 2. Description of improvement: 3. Owner(s) name and address: ores . (a- (1" C taio- Interest in property: Name and address of fee simple titleholder: 4. Contractor's mtme, address and phone number % 1 -i yam. 3 Ia 5. Surety: (Paymer.: bond required by owner from c n ctor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: ihiecd•rt 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, address and phone number: 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, address and phone number: 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 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of • •, ' w -ir Aut o za• Office 'irector/Partner /Man r� n Prepared By •1 G ;�4. Prepared By •-'I`t^ ":'` ._ y� Print Name ' WAY Inb•V• Print Name u S� TSi'� 'PA. • k Title /Office 1P • -fr STATE OF FLORIDA COUNTY OF MIAMI -DADE (, The foregoing instrument was acknowledged before me this IS1%** -day of ("'-- • i a' f ' ) By Title /Office -& r.. t Th, "31 Individually, or 6 as ' r for`= ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and h facts d' It best knowledge i0.rt %,, SYLVIA BAEZ that the acts state in t are true, to the est of my and belief. * '', , ' Commission DD 687047 Signature "', • 0 er(s) o ner(s)'s Authorized • er/Director/Partner /Manager who ' i7 ��` pire5 August 8, 2011 f.�. 41;,,,, 8ondsdihiu Troy FalOIrstagoa&@ 944.7012 By I /� .6r� By 129.01-52 PAGE MO fG ,o `.1� I et--6 iJ�C Q� , Ssj t �Z}� Ne.97- 4-otti3 1H-N • Rss-Ps *, "14S-4ste Rt 912,0 S?tiv**9 `ti MIAMI•DADE cbJNI DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25th Street Miami, Fl. 33172 SCOPE: ��'' J /Q ^? /1/ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "450" Aluminum Outswing glazed Doors w /wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W9 8-01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6 and 7 for unit sizes Vs lock options, mullion type, sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O). Sills (thresholds) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4 & 6 and glass type A 1 (muntin) limitations notes, in sheet 6. 4. Narrow stile sidelites are limited to 18" or less. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", 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 # 11- 1025.02 consists of this page 1 and evidence pages E -1& E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. '_, MIAMI -DADE COUNTY PRODUCT COOL SECTION FO, 1 9 SW 26 pea, Room 208 "Miami, Florida 33175 -2474 (786) 315 -2590 IF (786) 315 -2599 .miami ade. 0v/economy NOA No. 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11- 1025.02). 2. Drawing No.W98 -01, titled "Series 450 outswing Doors & Sidelites ", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11- 1025.02) 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( +50.0 PSF, sill S -I only) 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 manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w /wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 0080 - 0304 -11 dated 11/28/2011 and HTL - 0080- 0902 -11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B- 5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. 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 manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL - 97055 (0080- 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -01071 (0080 - 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. E -1 46%11 . L- 1„hu,Ae- Ishaq I. Chanda, P.E. Product Contrbl Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11- 1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11- 1025.02) 3. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 Interlayer ", expiring on 01/14/17. 2. Notice of Acceptance No. 08- 1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer ", expiring on 12/11/13. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for " Saflex color & clear interlayer ", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 11- 1025.02, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal # 10 -0940, dated 11/17/10 approved by BNC. haq Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E -2 TYPICAL ILEVATIO\ 38 -9/16" STEPS TO USE CHARTS SEE SHEETS 6 & 7. 6 7/8" LOCKING OPTIONS SEE CHART SHEET LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 74 -1/2" FRAME WIDTH 11 1/4" D.L OPG. . y L,/\* OPG. 12 -7/8' WIDTH 29 -3/4' L 3/0 \ \\ \ \ /Y ',\ / `\ `i / 30 -7/8' // // '/ 88 -1/2' \\ \\ \ A ` 94 -1/2' / / / 112 -7/8' `\ \\ \\ '�. /' // / // / INACTIVE ACTIVE CD / // / / /♦ / ACTIVE �: #/ INACTIVE 74 -1/2" FRAME WIDTH 11 1/4" D.L OPG. . y GI D.L. OPG. 12 -7/8' WIDTH 29 -3/4' b WOTH 3/0 \ \\ \ \ /Y ',\ / `\ `i / 30 -7/8' // // '/ 88 -1/2' \\ \\ \ A ` 94 -1/2' / / / 112 -7/8' `\ \\ \\ 10/0 / // / / / // // / // / INACTIVE ACTIVE 6 7/8° MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 120-3/4" MAX. FRAME HEIGHT NOMINAL PANEL WIDTH DOUR /SIDELITE PANEL WIDTH . y 23 -3/4' 12 -7/8' 2/6 29 -3/4' // / 3/0 \ \\ \ \ /Y ',\ / `\ `i 41 -3/4' 30 -7/8' // // '/ 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10/0 / // / / / // 106 -1/2" /% y �\ /1 \\ ,/ \ \ \ \\ \\ \\\ ACTIVE CD / // / / /♦ / ACTIVE \I #/ INACTIVE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 120-3/4" MAX. FRAME HEIGHT NOMINAL PANEL WIDTH DOUR /SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' 3/0 35 -3/4' 24 7/8' 3/6 41 -3/4' 30 -7/8' NOMINAL PANEL HEIGHT DUOR /SIDELITE PANEL HEIGHT D.L. OPG. HEIGHT 6/8 78 -7/8' 66 -1/2° 7/0 82 -7/8' 70 -1/2' 7/6 88 -7/8' 76 -1/2° 8/0 94 -7/8' 82 -1/2° 8/6 100 -7/8' 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10/0 118 -7/8' 106 -1/2" 113 -1/16" FRAME WIDTH HINGES SEE SHEET 1.1 %i :71- / \ �/ \ \ \ \ \ - \\ \ �� i � // / ACTIVE ign SS1 SS2 grar igeN SS1 SS2 FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4" revisions: E 10.16.09 F 07.10.09 H 10.25.11 I 04.23.12 J 06.29.12 Engr; JAVAD AMMO CAL FLA. PF 70592 C.A.NI 538 2012 masinicr SWAM Gude Makramealle illapholempsip )2 4)70 e ZeW J L, 1. 4 J LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) REV. PER MOO COMMENTS UPDATED FOR 2007 FBC REV. PER BNC COMMENTS REV. PER PERA COMMENTS NO CHANGE THIS SHEET DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sideiites date : 10 -20 -97 sheet 1 of 7 TYPICAL EL EVATIO 10A 1OAA 1OB 10C & IOCC 1OD & 10E 10 F 000R HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 84" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96 -3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108 -3/4" - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120 -3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 100: DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) CGI 3 POINT LOCK 10 6 8 REGENT COMMERCIAL 12 01 IA g CGI DOORS (SEE SHEET 1) TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDELITE PANEL) INACTIVE ri%� / ACTIVE INACTIVE LEGEND -O - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4` 3 35 1/2" ABOVE 90 -3/4` UPTO 120" 4 44 1/2" DOORS WITH 3 HINGES LIMITED TD 100 PSF DWG. NO.: W98 -01 FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4" HARDWARE DESCRIPTION IN9, 9.201. WINDOWS ac DOORS 10100 northwest 25 street miami, florid() 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.1 of BULB VINYL CGI -382 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY ' DUPONT' 3/16" ANN. GLASS BULB VINYL CGI -382 SILICONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREN'D GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" HEAT STREW() GLASS ,PLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8" OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY ' DUPONT' 3/16" ANN. GLASS Zi CO tO GLASS TYPE 'Al 1" OVERALL INSUL. LAM. GLASS SILICONE GE -1200 DOW 995 DOW 899 SILICONE GE -1200 DOW 995 DOW 899 AIR SPACE CONSISTING OF; SPACER; ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. BULB VINYL CGI -382 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS SILICONE GE -1200 DOW 995 DOW 899 GLASS TYPE 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8° OR 1/4° TEMP. GLASS AIR SPACE 3/16° ANN. GLASS .090° PVB INTERLAYER SAFLEX 1116 BY 'SOLUTIA' 3/16° HEAT STREN'D GLASS GLASS TYPE `B1' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SILICONE GE -1200 DOW 995 DOW 899 BULB VINYL CGI -382 .090 ALUMINUM SHEET 1/4° PLYWOOD .090 ALUMINUM SHEET as SIUCONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4" PLYWOOD .090 ALUMINUM SHEET a SILICONE GE -1200 DOW 995 DOW 899 1" OVERALL COMPOSITE PANEL IN! Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 GLAZING STOP OPTIONS .639 r M .778 CGI -375 iNktatticelitifithauct stmobilw it with the 1A.3 ilepfratios CGI -396 .672 CO Cu OD -41* .742 b- COI -519 x.080 N .080 DI CGI -515 DOORS AND SIDEUTES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS /ADAPTERS DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.2 of 7 84° (TESTED SIZE) 4 1/4" 74 1/2" (TESTED SIZE) 3" 3° 24" FRAME WIDTH 6" 3" 24" MAX. 3" a 4 1/4" 35 -1/2" MAX. PANEL WIDTH LARGE MISSILE IMPACT • MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) — 132.0 PSF GLASS TYPE `A' LOCK OPTION 1 CAA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" __ Engr JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 ,flit► JUN 9. 2012 38 9/16" FRAME WIDTH 24" MAX. / ACTIVE V 10M EQ i N wIthtbe isalogNie a a6•a3 RI DWG. NO.: W98 -01 • [GI WINDOWS ac DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.3 of 7 24 3/4" / 1 I 32 1/8° L / N / 68 5/8° \\ - j D.LO/ . / 12 7� 10144 .% \ \ \ PANEL HEIGHT , 12" MAX. II I ___ d s., \\.• 03 o INACTIVE ACTIVE 35 -1/2" MAX. PANEL WIDTH LARGE MISSILE IMPACT • MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) — 132.0 PSF GLASS TYPE `A' LOCK OPTION 1 CAA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" __ Engr JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 ,flit► JUN 9. 2012 38 9/16" FRAME WIDTH 24" MAX. / ACTIVE V 10M EQ i N wIthtbe isalogNie a a6•a3 RI DWG. NO.: W98 -01 • [GI WINDOWS ac DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.3 of 7 74 1/2" (TESTED SIZE) 4 1/4" 3" 24" FRAME WIDTH 6" 3" 24" MAX. 4 1/4" 4 1/4" A g Ln 35 -1/2" MAX. 6" 24" PANEL WIDTH DOORS LOAD CAPACITY - PST FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) I k 71 1411 H h./ ' I 70.0 U 84-1/2" 74-1/2" / / / // 71 \ 1OR OR 10E \ \ I / \ CONCEALED VERTICAL ROD \ \ \ A PANEL HEIGHT , 12° MAX. it C- R / / / / / ACTIVE ACTIVE A g Ln 35 -1/2" MAX. 6" 24" PANEL WIDTH DOORS LOAD CAPACITY - PST FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) 96 -1/2" 74 -1/2" 70.0 70.0 84-1/2" 74-1/2" 80.0 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. QUAUFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 100 AND 10E 7 1/4" t0 38 9/16" FRAME WIDTH 24" MAX. aco CUR PANIC HARDWARE CO i APPROVED PANIC HARDWARE FOR DOORS DOR -O -MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE CO ipi 10 v 7 1/4" K7 gib 7 1/4" Engr: JAVAO AMA) CRAL FLA. PE # 70592 C.A.N. 3538 UN 2 9 201 OUMMOcrmemmo Lintr. •,0 /1G7/7 DWG. NO.: W98 --01 • EEL WINDOWS 8e DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.4 of CONCEALED VERTICAL ROD / / - / / PANEL HEIGHT I I _ / /. H _0_ - Er 71 \--ii H I \ 10R 0 O - 10E \ \ ACTIVE CO i APPROVED PANIC HARDWARE FOR DOORS DOR -O -MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE CO ipi 10 v 7 1/4" K7 gib 7 1/4" Engr: JAVAO AMA) CRAL FLA. PE # 70592 C.A.N. 3538 UN 2 9 201 OUMMOcrmemmo Lintr. •,0 /1G7/7 DWG. NO.: W98 --01 • EEL WINDOWS 8e DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.4 of BILL OF MATERIALS ITEM 1 2A 2B 2C 3 5 6 7 8 9 10 10 10 10 �10 10 10 10 10 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" 0.C. & 24" O.C. MAX. #10 X 1" PH -PH -SS TEKS SCREW, @ 3" & 7" FROM ENDS & 19 -3/8" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM -TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. AA CGI CUSTOM 3 POINT LOCK 45O3PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. B REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. C ( SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. D DOR —O —MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. E JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. F CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 11 12 13 14 17 18 19 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4 -1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12 -24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4 ") CGI FLUSH BOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. - EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063 -T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063 -T5. 101i Odle ”uni W W 0 S - Engr. JAVAD AHMAD CIVIL FLA. FE # 70592 CAN. )538 riaNSICT itivi420 writs the I 7d ;o 3 liphishat DWG. NO.: W98 -01 • CG\ WINDOWS ac DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2 of 7 4 .125 4.462 CGI -507 DOOR FRAME MEAD /SILL CGI -511 JAMB COVER 4.562 CGI— 509 FRAME JAMB /MULLION CGI -503 NARROW SIDELITE STILE CGI -502 JAMB /LOCK /SIDELITE STILE 656 CGI — 505 ASTRAGAL 075 CGI -500A TOP RAIL CG —510 SIDELITE MULLION r( �� .465 .075 I�=—JI M4-1.063 CGI— 508 FRAME COVER 1.844 CGI -501 BOTTOM RAIL 188 .500 �I CGI -540 4.000 ---0] SADDLE THRESHOLDS 1.844 CGI -514 HORIZONTAL MUNTIN .639 n CGI -375 CGI -396 Engr: dAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 .050 CGI -504 1.672 T._451.51 .742 CGI -510 .0130 0-. -0--.080 -d- CGI -515 DWG. NO.: W98 -01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2.1 of 7 1/2° ._ #_L Bolt Bolt t Housing Assembly al #10 x 3/4" PH SMS Flushbolt Tip 1/2° Rod Keyed Cylinder /Deadbol Assy. Linkage Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 –POINT LOCK Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 12 #10 x 3/4" PH SMS #8 x 1/2" PH MS Flushbolts (Inactive Panel) FRO . 1/2' 1/2° Bolt Tipf- Threaded Rod t� #10 x 3/4" PH SMS Bolt Housing i Keyed ----1"1"- Cylinder Deadbolt Assembly /i\ 0 Actuator Arm REGENT 3 POINT COMMERCIAL LOCK Actuator Arm Bolt Tip TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #10 x 3/4" FH SMS Surface Mounted Activator SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT Engr: JAVAa 'AHMAQ 01441. FUCt. PC # 70592 A.N. 5.' od� Ibe > •03 DWG. NO.: W98 -01 • CG\ WINDOWS 8e DOORS 10100 northwest 25 street miami, fiorida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.2 of 7 #12 x 1 1/2" FH SMS Keeper Top Lock Assembly Bottom Bolt Dor -0 —Matic 1690 Bolt Guide #10 x 1/4" FH MS Engr. JAVAD AHMAD CIVIL ' FLA. PE # 70582 C.A.N. 538 Jackson 20861 Strike Plate Top Guide w /trip release Top Bolt Bottom Bolt Bolt Guide 1 /z. ---°14.41"4"7416'-=17:12g4003 #10 x 1/2" FH MS #10 x 1/2" FH MS DWG. NO.: W98 -01 • EI WINDOWS Bc DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2.3 of 7 n 1/4" DIA. ULTRACON A 6" FROM ENDS I AND 24" O.C. ''' I (INTERMEDIAT ANC RS) I� (SEE HEET ) ' CONQ 1/4" DIA, ULTRACON I _ SEE SHEET 7 1X4 PT WOOD SEE NOTE BELOW 2X4 PT WOOD SEE NOTE BELCW OPTIONAL INSTALLATION INTO 2X4 PT WOOD SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL .125 OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) 2A TYPICAL #12 SCREWS 3/ END 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 24" O.C. (INTERMEDIATE ANCHORS) 2.082 F.100 Cu T TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON Ca? 6" FROM ENDS AND 19 -3/8" O.C. FOR LOADS UPTO 70 PSF 14 -1/2" O.C. FOR LOADS UPTO 110 PSF 12" O.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) — 1X4 PT WOOD 509 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 1 -1/4" 1/4" DIA. ULTRACON 509 r• .150 EXTERIOR I —1.250 2X4 PT WOOD OPTIONAL INSTALLATION INTO 2X4 PT WOOD NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. NOTE: ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1 /4" MAX. SHIM SPACS /.. WITHOUT VARIATION IN CAPACITY. y o 1 s 1 JUN 29 2012 ILO! eggHl INTERIOR 502 FRAME WIDTH 1.250 505 13 ASTRAGAL REGD. FOR WATER RESISTANT DOORS ONLY J 02 OR 16 8 ACTIVE ( )i INACTIVE — { 505 EXTERIOR 1 Engr: JAVAD AHMAD CIVIL FLA. PE k 70592 C.A.N. 3538 aimiegyr ^M ow tle, S's� 2-00 4.23 pato .1 L OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98 -01 • CG\ WINDOWS ac DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 3 of 7 MULLION #1 �--- --- 2.878 -"—L250- 1X4 PT WOOD SEE NOTE SHEET 3 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. -1/4•° MIN. EMBED 502 502 1.918 1/4" DIA. ULTRACON @ 6" FROM ENDS & 19 -3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 DOOR PANEL WIDTH 4.812 EXTERIOR @I SEALANT -0- -1.250 SIDELITE PANEL WIDTH DOOR FRAME WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH THIS SILL IS NOT RATED FOR WATER THIS SILL IS NOT RATED FOR WATER -¢- -1.844 ADA SADDLE RESIDENTIAL SADDLE 4" WIDE SADDLE THRESHOLD REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS EXTERIOR SWEEP EXTERIOR DWG. NO.: W98 -01 1/4" DIA. ULTRACON @ 6" FROM ENDS & 24" O.C. DGE ' IST. 4 3 KSI ONCR a JUN 2 9 2012 WINDOWS ac DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 4 of MULLION TYPE 1 WIDE STILE -WIDE STILE 502 4,812 SEALANT EXTERIOR SIDELITE PANEL WIDTH MULLION TYPE 2 WIDE STILE - NARROW STILE 502 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW STILE- NARROW STILE EXTERIOR SIDELITE PANEL WIDTH EXTERIOR SIDELITE PANEL WIDTH 1.062 SIDELITE PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (W) = DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr. JAVAD AHMAD CIVIL FL- PE # 70592 C.A.N. 35361 W i+ 0=- MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE I MULL TYPE 2 MULL TYPE 3 WIDTH (W) /\ / / / . . . i i INT.( -) EXT.( +) INT.( -) v INT.( -) PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (W) = DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr. JAVAD AHMAD CIVIL FL- PE # 70592 C.A.N. 35361 W i+ 0=- MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE I MULL TYPE 2 MULL TYPE 3 WIDTH (W) HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 1/6 2/0 2/6 3/0 3/6 7/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 100.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 100.4 - - 98.9 98.9 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 9/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 104.1 - - 98.1 98.1 70.0 70.0 - - 82.9 82.9 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 100.0 110.0 9/6 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 70.0 70.0 10/0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - 'r zvrl geemplirihe *tat the Ned% liddligeede fratitipleses Pie 3 1144744fifelith DWG. NO.: W98 --01 • EL WINDOWS 8c DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 5 of 7 ) (sheet 6 of 7) PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDELITES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS 7/16" COMPOSITE TYPE 'A' PANELS PANELS GLASS TYPE 'Al' GLASS TYPES 'B' & 'H1' NOM. PANEL WIDTH NON. PANEL HEIGHT 1" COMPOSITE EXT. CO INT. C -) EXT. CO INT. (-) EXT. CO INT. C -) 2/0 2/6 3/0 3/6 6/8 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/6 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 105.0 105.0 70.0 70,0 90.0 90.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 70.0 70.0 70.0 111 70.0 II - - 2/0 2/6 3/0 3/6 8/6 100.0 110.0 70.0 * 70.0 at - - 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 x 70.0 * - - 70.0 70.0 70.0 NI 70.0 * - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 NI 70.0 to - - 100.0 110.0 70.0 ■ 70.0 * - - 100.0 110.0 70.0 tK 70.0 111 - - 2/0 2/6 3/0 9/6 70.0 70.0 70.0 a 70.0 IN - - 70.0 70.0 70.0 x 70.0 NI - - 70.0 70.0 70.0 NI 70.0 * - - 2/0 2/6 3/0 10/0 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 sit 70.0 *1 - - 70.0 70.0 70.0 * 70.0 * - - LOADS OWN AR E ARE FOR DOORS USING THRESHOLDS ® IN ANY CONDITION AND P & SS WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPUCABLE. * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN OUTSWING (SADDLE) RESIDENTIAL (SADDLE) PANEL WIDTH tv' a I n Y PANEL WIDTILPANEL WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR /SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE' EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDEUTE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. Engr: JAVAD AHMAD CNIL FLA. PE q 70592 C.A.N. 3538 *WolOmePie -67& '03 COMP - ANL \W9$ -01CG I 1 co in I U) in ce O o a l o to 443 =N cr) 0N • N A 3 in Z Z L a 3a =g U - • i C N C 0 N y C r C N '1) E a) g tip yj� fir. N " a C t.. 0 F--, a ) C drawing no. W98 -01 DOUR HEIGHT 24" MAX. / / / / / / / / / /. 55 S. PANEL WIDTH SINGLE DOOR OR SIDELITE - MULLION ANCHORS AT SIDELITE 6" 24" II MTG. STILE ANCHORS 6" 24" 0 MAX, DOOR HEIGHT 3" MIN. TYP. ANCHOR SPACING 1a� (IIII ) I I --I MTG. STILE ANCHORS PANEL WIDTH PANEL WIDTH DOUBLE DOOR r MIN. TYP. ANCHOR SPACING J , (II I) I 'I II i I CLUSTER OF ANCHORS 3, 4,5OR6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. .S �,, DIMS. DESIGN LOAD CAPACTY -PSF TYPE 'B' TYPE 'C' NOMINAL TYPE 'B' & TYPE 'C' AT 581 SILL TYPE 'C' AT S -0 & 852 SILL / PANEL HEIGHT PANEL WIDTH \ / CLUSTER OF 4 ANCHORS CLUSTER OF 8 ANCHORS . CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS / _._ CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 100.3 / / / 110.0 �\ �\ 105.7 110.0 110.0 110.0 110.0 81.1 / / 110.0 / 110.0 84.5 \\ 110.0 110.0 110.0 68.0 / 110.0 110.0 110.0 70.4 �\ / 110.0 110.0 / 78.1 �1 101.3 110.0 60.4 80.5 110.0 110.0 110.0 / 710 95.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 / 110.0 /� 110.0 77.2 �� 110.0 \` 110.0 80.5 / /• 110.0 /� 64.8 86.4 /. 110.0 110.0 \ /% 89.5 /) 110.0 110.0 / 74,4 % 96.5 110.0 57.5 . 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 / / / 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 / 110.0 72.1 96.2 110.0 110.0 110.0 75.2 100.3 110.0 / 110.0 60.5 80.7 110.0 \\ 110.0 62.7 83.6 110.0 / 110.0 52.1 69.5 104.3 90.1 110.0 53.7 71.6 107.4 / 110.0 2/0 2/6 3/0 3/6 8/0 83.7 111.6 110.0 110.0 110.0 / 8/0 88.2 110.0 110.0 110.0 110.0 67.7 90.2 / 110.0 110.0 70.5 94.1 110.0 110.0 AZ,`` 56.8 75.7 1104 --I MTG. STILE ANCHORS PANEL WIDTH PANEL WIDTH DOUBLE DOOR r MIN. TYP. ANCHOR SPACING J , (II I) I 'I II i I CLUSTER OF ANCHORS 3, 4,5OR6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY DOOR HEIGHT -J I I (III PANEL WIDTH III) . .i tl l_ PANEL WIDTH II) 'Si PANEL WIDTH III,) I PANEL WIDTH MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF DIMS. DESIGN LOAD CAPACTY -PSF TYPE 'B' TYPE 'C' NOMINAL TYPE 'B' & TYPE 'C' AT 581 SILL TYPE 'C' AT S -0 & 852 SILL PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT / CLUSTER OF 4 ANCHORS CLUSTER OF 8 ANCHORS . CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS _._ CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 100.3 / / 110.0 110.0 �\ �\ 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 / 110.0 84.5 110.0 110.0 110.0 110.0 68.0 90.7 110.0 110.0 110.0 70.4 93.9 / 110.0 110.0 58.6 78.1 �1 101.3 110.0 60.4 80.5 110.0 110.0 110.0 2/0 2/6 3/0 3/6 710 95.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 110.0 110.0 /� 110.0 77.2 �� 110.0 110.0 110.0 80.5 /% 110.0 110.0 /� 64.8 86.4 110.0 110.0 110.0 67.1 89.5 110.0 110.0 110.0 / 74,4 110.0 96.5 110.0 57.5 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 DOOR HEIGHT -J I I (III PANEL WIDTH III) . .i tl l_ PANEL WIDTH II) 'Si PANEL WIDTH III,) I PANEL WIDTH MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF DIMS. DESIGN LOAD CAPACTY -PSF TYPE 'B' TYPE 'C' NOMINAL TYPE 'B' & TYPE 'C' AT 581 SILL TYPE 'C' AT S -0 & 852 SILL PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 8 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 100.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 110.0 110.0 84.5 110.0 110.0 110.0 110.0 68.0 90.7 110.0 110.0 110.0 70.4 93.9 110.0 110.0 110.0 58.6 78.1 110.0 101.3 110.0 60.4 80.5 110.0 110.0 110.0 2/0 2/6 3/0 3/6 710 95.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 110.0 110.0 110.0 110.0 77.2 103.0 110.0 110.0 110.0 80.5 107.4 110.0 110.0 110.0 64.8 86.4 110.0 110.0 110.0 67.1 89.5 110.0 110.0 110.0 55.8 74,4 110.0 96.5 110.0 57.5 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 89.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 110.0 110.0 72.1 96.2 110.0 110.0 110.0 75.2 100.3 110.0 110.0 110.0 60.5 80.7 110.0 104.6 110.0 62.7 83.6 110.0 110.0 110.0 52.1 69.5 104.3 90.1 110.0 53.7 71.6 107.4 100.9 110.0 2/0 2/6 3/0 3/6 8/0 83.7 111.6 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/0 88.2 110.0 110.0 110.0 110.0 67.7 90.2 110.0 110.0 110.0 70.5 94.1 110.0 110.0 110.0 56.8 75.7 1104 98.1 110.0 58.8 78.4 110.0 110.0 110.0 48.9 65.2 97.8 84.5 107.8 50.4 67.2 100.8 94.6 110.0 2/0 2/6 3/0 3/6 816 78.8 105.1 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/6 83.0 110.0 110.0 110.0 110.0 83.7 84.9 110.0 110.0 110.0 66.4 88.6 110.0 110.0 110.0 53.5 71.3 106.9 92.4 110.0 55.4 73.8 110.0 103.9 110.0 46.0 61.4 92.1 79.6 101.5 47.4 63.3 94.9 89.1 110.0 2/0 2/6 3/0 9/0 74.5 99.3 110.0 110.0 110.0 2/0 2/6 3/0 9/0 78.5 104.6 110.0 110.0 110.0 60.2 80.3 110.0 104.0 110.0 62.8 83.7 110.0 110.0 110.0 50.5 67.3 110.0 87.3 110.0 52.3 69.7 104.8 98.2 110.0 2/0 2/6 3/0 9/6 70.6 94.1 110.0 110.0 110.0 2/0 2/6 3/0 9/6 74.4 99.1 110.0 110.0 110.0 57.0 76.1 110.0 98.6 110.0 59.5 79.3 110.0 110.0 110.0 47.9 63.8 95.7 82.7 105.6 49.6 66.1 99.1 93.1 110.0 2/0 2/6 3/0 10/0 67.1 89.4 110.0 110.0 110.0 2/0 2/6 3/0 10/0 70.7 94.2 110.0 110.0 110.0 54.2 72.3 108.4 93.7 110.0 56.5 75.4 110.0 106.1 110.0 45.5 60.6 91.0 78.6 100.3 47.1 62.8 94.2 88.4 110.0 ANCHORS: TYPE '8'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy ..155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY .EDGE DISTANCES INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. TYPE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) DIRECTLY INTO CONCRETE 1 -3/4" MINI. EMBED INTO CONC. .EDGE DISTANCES INTO CONCRETE = 2 -1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL. -AT HEAD -AT HEAD OR SILL STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. Engr. JAVAD AHMAD CML VIA. PE # 70592 CAN. 3538 rishmar maw �M�wil! aide 11 Rapiredas awe °'O3 z CO N e Q g d O G -' 0 013 an O• Nf-E <61m w t F-. N C 0 COMP- ANL \W98 -09CG) 1/) tx 0 0 0 0 z FAX. (305) 593 -6592 0 0 a U 0 0 .0 "r7 0 a 0 C .-S S's n c ) drawing no. W98 -d1 sheet 7 of 7 READ CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. PANEL CORNER DETAIL EXTERIOR #12 SCREWS 2/ END ,(SS2i RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION INTERIOR #12 SCREWS 3/ END ( 0) STD. SILL CORNER DETAIL INTERIOR nialitAcr NEWNAN glpbq wet! the !hoes Aeleitperno . /2-0o •03 war zo /L 2 X 2 X 1/4" ALUM ANGLE #12 SCREWS . 2/ LEG EXTERIOR INTERIOR (SS1) ADA SILL CORNER DETAIL 2 X 2 X 1/4" ALUM ANGLE .."`..,__#12 SCREWS 2/ LEG EXTERIOR INTERIOR ADA SILL ® MULLION Engr: JAVAD ML AHMAD C FLA. PE # 70592 C.A.N. 3538 1 rn Z .,I ILE ren o f og o WN • s 0 0 0o 3 0 U C 1 1 b I a .0 N 0 C a 0 .0 I- C) N 0 drawing no. W98 -01 sheet 7.1of 7