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WS-10-2190Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167259 Permit Number: WS -12 -10 -2190 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: CONDO, SHORES PLAZA EAST Job Address: 723 NE 91 Street BLDG C Miami Shores, FL Project: <NONE> Contractor: THE COMPANIES OF R&S INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 113206044001 Phone: 305 - 256 -6666 Building Department Comments INSTALLATION OF 26 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. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154187. March 22, 2013 For Inspections please call: (305)762 -4949 Page 11 of 48 1 11111 111111 1111111111111111111111111 11111111 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: 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 CFN 2017.31R017264.0 OR 8k 28516 Ps 02761 (1ps) RECORDED 03/05/2013 13:34:43 HARVEY RUVINt CLERK OF COURT MIAMEI -DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recd al descrip pro •: d sires���dress: - �` ` .. ,�.. 311 723 PjECkVS , I 2. Description of improvement B 3.Owner(s) name and address: *� S " �►, r e , • co ` - NE- CO S t'1, 33 ti 59 y Interest in property: Name and address of fee simple titleholder: S .A'1i O �.- 4. Contractor's name, address and phone number: %. C..oi..1 ¢� -�-�s °ktr i- - Ber5 — CO Co G 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor'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 Al- i t:N 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 CO MENCING OR RECORDING YOUR NOTICE OF COMMENCEMENT. Si natures) of TATE OF FLORIDA, COUN1N OF If • 9 .. ne Gee ' :. • r. r/Director/Partner/1► , ?, Y CERTIFY that this is a true �, 4,:. Prepared ,:. Prepared ., II, ii r= 4m._ _''` .� u =s Print Name .. O - • P•-� S > Print Name t x i� `i~ , A. i �'� '..�t�� L Title /Office 1M iCJv (�. 1© "T t SQ -C- Title /Off! '�. = s' .rs �. STATE OF FLORIDA ��. C1.ER�,of r T' ;j+ ■,' 1 �,' COUNTY OF MIAMI -DADE, fr _n. inn i ..^) n.n.. .a , a.....a before m_ this By ❑ Individually, or ❑ as for Personally known, or ❑ produced the following type of identificatio ar.Pn,i�,a�. Signature of Notary Public: Print Name: (SEAL) ■ i'ti1F1f' isinerwww-w,.., � --�n ._. ...rirti.rMIttaie�.�ls .: VERIFICATION PURSUANT TO SECTION 92,525. 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 Ownerfs) or Owner(s)'s..,Aurbarized Officer/Director/Partner/Manager who signed above: . By - _ My Comm. Expires Sep 23.2015 ;� Commission # EE 128810 ' °,,°;,,,,, Bonded Through National Notary Assn. By -75c0 i-YE-131"524Vntr k eltzo 1.-at- 8 -PO— ��(i`'�'° 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: --7.P. k.t... co s- _ City: Miami Shores County: Miami Dade Zip: -� ?' t �9-) Folio/Parcel #: FBC 20 10 Permit No. Master Permit No. v2 IC ROOFING Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ) &Q e Lk7._A 1 L-04-3 ts.d - 16 Phone #: 30S- P, Address: %Ai s- 1■ 1 ( S -11U-.5:--f- City: k&\ •1,`t Ski State: - t__cc.) Vil®AN Zip: 331 32) Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 1 'A i-- (..x3\t'ke kfcjk 0f- KA S tip° Phone #: 36'x- 2C1-4 - 6t' Address: S 7(5 S l- -k- r r -4- City: M1 A-3-1/4 -L State: -F- 6. AS Zip: `'3 3 \ ` i Qualifier Name: ...1") • T- V FJ t Phone #: Certificate of Competency #: State Certification or Registration #: C G b 1 1 Contact Phone #: Email Address: Phone #: 7 ece 1.4f1 - `311-[°‘ DESIGNER: Architect/Engineer: t... 0 s 7- Value of Work for this Permit: $ Square/Linear Footage of Work: 4Typer9f Work: Addition DAlteration UNew URepair/Replace escriptio# of Work - °',CA-i N.Ca f Color thru tile: DDemolition ***************************************F x r* * * * * * * * * U Submittal Fee $ Permit Fee $ 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. Signa Owner or Agent Contractor am, The foregoing instrument was acknowledged before me this 13 � e fore .'�� g instrument was acknowledge. ' fore me this /2- y day of f -3 2013 , byCA4zt,.0 AVE day of Pe,49AM , 20 I , by c 1 tc who i . ersonally known to e or who has produced who personal! As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY \\�,�� 11Ulrrrrp 1 \` ltl1 S •.,\ °� se�� � C-.. N': oulimilvo- to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review NOTARY PUBLIC: Sign: Print: NY /M,ici '•t" LAURAHERNANDEZ * MYCOMMISSION 4 EE 864425 My Commission Expires: (Revised 5/2 /2012XRevised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) . EXPIRES: January 10, 2't 5 tom e BaeledTleu8ud9dNebri Zoning Clerk 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@rscompanies.com 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 ECE VED JUL '1 8 , -- � FBC 20 (P Permit No. W 5 -12.- \ ° -2 \ C Master Permit No. ROOFING JOB ADDRESS: 72:6 1,1.- ° ` SC^K )c- City: Miami Shores County: Miami Dade Zip: 33 t 38 FoliolParcel #: Is the Building Historically Designated: Yes NO >( Flood Zone: OWNER: Name (Fee Simple Titleholder): 5 -S �'L' s Phone #: 3o S "1 ' ct 1)(0c\ Address: M] (-VG- City: \--V State: ¶ AC- Zip: 3 l •3 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name:.-1.1"-W- CC i- � & ?"- Phone #: B65_ 2Stp WOG W Address: City: Al State: l_.b PC Zip: 3 3 Qualifier Name: --. o T. bQW Wer- -Z Phone #: State rdficat'on or-Registration #: (qC 1(050-- ca e o ompetency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: „b. 0 �Lc E - - Phone #: 78 - 5`1/41`6t'A 4 ODemolition Color thru tile: ********** * * * * * * * * * * * * * * * * ********* ** *Fees******************************************** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $"7 r 00 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu Owner or Agent The foreeggoi g instrument was acknowledg d before me this I' Th day of, J aAv , 201 by C los �'/ who is personally known tt me o who has produced who (14P° 1. (0 L ® (C-Aide—ntihEalion and who did take an oath. Signature a► NOTARY PUBLIC: 4 Sig _Q_v sL'`' : t! �' Print: � .' t1°ti -6 ,: _ • ,•,, My Comm. Expires May My Commission Ex -, '4;;;$: �; Commission DD 855424 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Contractor nstrument was acknowledged 01 • • rsonally k . wn to fore e this 11-1-1/4 e or who has produced as identification and who did take an oath. -Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009XRevised 3/15/09) NOTARY PUBLIC: Zoning Clerk ?he Shores Plaza East Condominium .?association, Inc. 745 North East 91'4 Street Miami Shores, FL 33138 305 -759 - - Voice/Fax TheSPECAIra castnet- E-Mail June 21, 2012 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. - lI`lfI9411I►lutItrttiItVtr. llu l"1+ll''ll►rrr1111rIt3rt 0- 0- 1Z- 45oS90 -90L0 St,SIW3 t>~f :'DO 0 IVM2iO3 O1 3-IeVNn Ci3SS3'l0QV Ski' 3-12V213AI-130 ION 213©N3S 01 N211LL 1 zI /SZ /90 00 T 3G QE€ 3IXIN II- Cb61ibbb0000 JL• J� ZI ' IZIZ Nflr IWHIW UIHd 39HISDd ' S' fl 4\14\ --3YNr-r-iN cns OE 300(1 ‘001)ZirACIN .)•VaNA\ \YSIY-2)91 \MS /-1:1*9_, C) \,..\ ))\,4 SSIEE S� y 1 ear 091.L 2.96E 'LUUU STZTEE w`71dW 031l111133 _ =- 3N11.031100 17 0104 'S5341A0V Ntl(113tl 3H1 30 1H`J_Ik13W. QL 33O13AN3 iO 3011V tl3NOLLS 3OVld SE sualvmuogspwilw zmRs.16Iveppm4su y'b vestypoppy aaxnenwpo ''kt SENDER: COMPLETE THIS SECTION I tis Complete items 1, 2, and 3. Also comp I item 4. if Restricted Delivery is desired. M Print, your name and address on the reverse sb that we can return the card to you. A Attach this card to the back of the mallptece, I or on the-front If space permits. COMPLETE THIS SECTION ON DELIVERY Agent � d Addressee P B. Received by (Printed Name) C. Date of Delivery r 8 D. Is delivery address different from item 1? C1 Yes if YES, enter delivery address below: O No I 3. Setvic a Type. C] Certified Mail D Express Mail ❑ Registered 0 Return Receipt for Merchandise 0 insured Mall CI C.O.D. 4. Restricted Delivery? (Extra Fee) C7 Yes 2. Article Number (Punster irom so 7009 3410 0001 9987 7760 PS Form 3811; Febt'uar. 2004 111% 00 Return Receipt 102595- 02-M -1 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. wS -12 -10 -2-\°k° Owner's Name (Fee Simple Title Holder): ?(PcZA -C °'- ° Phone #: 3t5-1S1 -1 06)1 Owner's.Address: °1(* t-Nt- si -(241 City: kk\ °. State : O c) I\ Zip Code: 33 t �� Job Address (Of where work is being done): -12-6 14t- c\\ S t City: Miami Shores State: Florida Zip Code: 3\33 Contractor's Company Name: "V cot-NP- ;rte cf S 106 Phone #: 36C-2-51e- (0(4)(4 Address: • - Suss ■ City: N11- ■ State: Zip Code: --3� 1—t ce, Qualifier's Name : V b SNs Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: C! -0\ ooh. I hereby certify that the work has been abandoned and /or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signature owner or Agent The foregoing instrument was aknow edg before rr ��,V this L %day o �` 2d1/4 Q3 Who is perso al y know to me r ho has produ ' (e��OSatdentlfication. Notary Pu 'lic: Sign:_;,'_ Seal: s: MARIA M. SOLIS Notary Public - State of Florida • �: My Comm. Expires May 17, 2013 OFFrO••� Commission # DD 855424 Signa r e fors thi who Contractor or Arc itect ment was aknowledged before me personally known to me or who has produced as indentification. Sign: Seal: ; • Dun MARIA M. SOUS Notary Public - State of Florida My Comm. Expires May 17.2013 Commission s CD 855424 " Miami Shores Village RmazEwsn Building Department DEC 1 2010 10050 N.Eind Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Or: a•osee **a*ae....00..ee Permit NoIKIS 104490 Master Permit No. Permit Type: BUILDING [ J r OWNER: Name (Fee Simple Titlehol C 6 _- re$ : �l 6,A� M (J b Phon q©c 1 Address: NE- .1"'Sfeer City: 1 ArM Vtbre 5 State: 7-'�- Tenant/Lessee Name: Phone#: Email. JOB ADDRESS: 2) iV E 9,1€51 -reea '1 6 °C Zip: 138 City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes County: Miami Dade Zip: ...X2t3c5 NO Flood Zone: CONTRACTOR: Company Name: «&1 vt t o ck..1 ez..d �v�"eC Phone#: & Address: `'1, t1 1 4.4.- City: 1vt ✓ki State: Zip: bre Qualifier Name: m' B G�?� phone#: a t—ffror S t a t e Certification or R g g i s t r a t i o n #: r Z ° G r 3 I I '1 " t "'1 c I Certificate of Competency #: Contact Phone#: 7' 4*( rS ,,Email ddress: �Wtt+aw Phone#: -Pr r -q41 DESIGNER: Architect /Engineer: Value of Work for this Permit: $ �/ �t t)Q U- Square/Linear Footage of Work: ° Type of Work: °Address Alteration °New ORepair/Replace Description of Work: °Demolition r'-w, 4 • %- , • v., COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ /o CCF $ CO /CC S Scanning Fee S Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $, 1e TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) 1 -1 Bonding Company's Address City State Zap M origgge Lender's Name (if applicable) 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 a ice of such posted notice, the inspection will not be approved and a reinspection fee wi . ' e charged. Owner or Agent The fonoing ' ent was ac o ledg. t t me this l The fo dayof 20)0, by ?;j� j�l ��j/ .1; ! 'day of who is personall y known to me who has produced As identification and who did take an oath. NOT PUBLIC: Signature *ieaYeY &alta4st***** *****3raY*nbkt&**** r dtsY.tr &a ******* +cetzn � APPROVED BY Contractor instrument was acknowledged before me this ,20, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner 9nYilrisintntirl tU4tirk*****Ir it** Y****trnUit#*** ** Zoning Structural Review Clerk (Revised 07 /10/07 )(Revised 06 /10/2009)(Revised 3115 /09)(rev6/4/1O) MIAMI•DADE COUNTY; DEPARTMENT OF REGULATORY AND ECONOMIC RE BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors,.inc. -- 10100 N. W. 25th St = Miami, Fl. 33172 SCOPE: FEB MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sov /economv This NOA is being iss4led under the applicable es and regufations governing the use of construction materials. The documentation submit d 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 Al(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. 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- '� p p 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 Re p ort 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 I siiAi Ishaq I. Chanda, P.E. Product Control 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- l300 -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 ® 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. E -2 tc rov^1 L haq L Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 TYPICAL ELEVATIO\S 6 7/8° 38-9/16° 6 7/8° G 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. FRAME WIDTH D.L OPG. WI a. ... WIDTH OUT 4151 12-7/8' WIDTH 29-3/4 / / DTH / / / / I/ / / / / / / / / /- . , , . 74 \ •"/ . . . . . . . . . ( \ ACTIVE ‘‘ 6 7/8° G 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. 1 D.L. OPG. 12-7/8' WIDTH 29-3/4 / / DTH 35-3/4' \ \ `./- )(/ /.,/, . 41-3/4' ( \ ) / 100-7/8' 88-1/2' 9/0 / / / /1 , , , , 74-1/2° FRAME WIDTH 11 1/4° D.L OPG. 1 D.L. OPG. 12-7/8' WIDTH 29-3/4 / / DTH 35-3/4' \ \ `./- )(/ /.,/, . 41-3/4' 30-7/8' 8/6 100-7/8' 88-1/2' 9/0 / / / /1 , , , , 94-1/2' 9/6 \ \ \ \ / X/ /.../ . . . 100-1/2' e. WP - / / / / / / / / / / / / ■ ■ \ \ \ . ‘ \ \ \ \ \ v ‘ \ . ACTIVE ) / / INACTIVE 6 7/8° MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 NOMINAL PANEL WIDTH DOOR/SIDELITE PANEL WIDTH 1 2/0 23-3/4' 12-7/8' 2/6 29-3/4 / / 1 35-3/4' \ \ `./- )(/ /.,/, . 41-3/4' 30-7/8' 8/6 100-7/8' 88-1/2' 9/0 ,-/ 94-1/2' 9/6 .-1-■■1■ 100-1/2' 10/0 / / / / / / A 106-1/2° . . . . \ ‘ \ ACTIVE , , , , / / / ACTIVE , i INACTIVE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 NOMINAL PANEL WIDTH DOOR/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 DEEIR/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 gitA HINGES SEE SHEET 1.1 ‘OF I1/ / / 7/ ■ \ \\ N. N. \ 7 ,1 •/ 1/ 1/ 7 ACTIVE 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° Engr: JAVAD AHMAD CIVIL FLA. PF Y 70592 C.A.Nt 3538 2012 revisions: E 10.16.06 F 07.10.09 H 10.25.11 I 04.23.12 J 08.29.12 MAN= iftEviSSO mitylvbas wilb Site Amie, ad~Zade Aji,, u te Pi • 70 / I. LEGEND —0 — OUTSWING DOOR DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) REV. PER ECCO COMMENTS UPDATED FOR 2007 FBC REV. PER BNC COMMENTS REV. PER PERA COMMENTS NO CHANGE THIS SHEET DWG. NO.: W98-01 • WINDOWS ac DOORS 10100 northwest 25 street miarni, florid() 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 1 of 7 TYPICAL ELVATIO \S LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) TRUE HORIZONTAL MUN TIN (1 OR MORE PER DOOR OR SIDELITE PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE 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° CGI 3 POINT LOCK / , V V V V V /% \ \ 12 ` 11 V V V V V V 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 10D : DOR -O -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK ACTIVE / / INACTIVE 12 RESIDENTIAL HARDWARE REGENT COMMERCIAL 3 POINT LOCK IOA 1OAA 10B 10C & 10CC 10D & 10E 10 F DOOR 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 10D : DOR -O -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK ACTIVE / / INACTIVE 12 RESIDENTIAL HARDWARE REGENT COMMERCIAL 3 POINT LOCK ACTIVE 1 INACTIVE COMMERCIAL HARDWARE HINGE L ❑CATIONS MAX. DOOR HEIGHT NO. REQD. MAX. SPACING I 3 35 1/2' 1/ / 1 1 1 11 I `X` / \'\ 1 10B ' ' / / i `\� / COMMERCIAL HARDWARE HINGE L ❑CATIONS MAX. DOOR HEIGHT NO. REQD. 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 TO 100 PSF HARDWARE DESCRIPTION EggHg Ogigh �o^ SaF.aa w t.. t:l Z - CGI DOORS --(SEE SHEET 1) // FIXED // FIXED Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 IMOAN Vaivtsl II V IN V` II 1160=====IN V LEGEND, -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98 -01 CG\ WINDOWS 8c DOORS 10100 northwest 25 street miami, fiorido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.1 of 7 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 STREN'D GLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -3B2 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 GLASS TYPE 'Al' 1' OVERALL INSUL. LAM. GLASS SIUCONE GE -1200 DOW 995 DOW 899 SIUCONE 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 zM m rsr SIUCONE GE -1200 DOW 995 DOW 899 GLASS TYPE '3' 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 1110 BY ' SOLUTIA' 3/16" HEAT STREN'D GLASS G SS TYPE '31' 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 g a SILICONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4" PLYWOOD 090 ALUMINUM SHEET SIUCONE GE -1200 DOW 995 DOW 899 1" OVERALL COMPOSITE PANEL Engr. JAVAD AHMAD FLA. PE # 70592 CAN. 3538 GLAZING STOP OPTIONS >Mihia �Vil •' with the Pieria Al***mnelhdlige Ilgirallew ifilifa1147- CGI -396 CGI -504 CGI -519 .080 CGI -515 DOORS AND SIDEUTES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS /ADAPTERS DWG. NO.: W98 -01 • EI WIN.IDC VS 8c DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.2 of 7 74 1/2° (TESTED SIZE) 4 1/4° 3° 24° FRAME WIDTH 6" 3" 24" MAX. 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 UMIT) — 132.0 PSF GLASS TYPE 'A' LOCK OPTION 10AA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16° FRAME WIDTH 24° MAX. CO PANEL HEIGHT CO M h '2. ACTIVE ji egg eg z _ Engr. JAVAD AHMAD CML • Fit Al 70592 • C.A.N. 538 JUN 9 2012 IiikS7rtet tbt Moth. ,s, /2-d of •0,3 10AA 2 N DWG. NO.: W98 -01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.3 of 7 ow te r, rn I I I I i 2) N M DLO. it • PANEL HEIGHT , 12° MAX. I 3 32 1/8° L i . 1 ACTIVE 35-1/2" MAX. PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE UMIT) — 132.0 PSF GLASS TYPE 'A' LOCK OPTION 10AA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16° FRAME WIDTH 24° MAX. CO PANEL HEIGHT CO M h '2. ACTIVE ji egg eg z _ Engr. JAVAD AHMAD CML • Fit Al 70592 • C.A.N. 538 JUN 9 2012 IiikS7rtet tbt Moth. ,s, /2-d of •0,3 10AA 2 N DWG. NO.: W98 -01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miami, florido 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" MAX. FRAME WIDTH 6" 3" 24° MAX. ° 4 1/4" 4 1/4° t" OD tO N OD ittk 35 -1/2" MAX. 6" 6° 24" 7 1/4" PANEL WIDTH DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) I 1r 7i H f 70.0 \ / 84-1/2" - / / / / , , ./ \ tOR OR 10E \ \ / / \ \ j\ CONCEALED VERTICAL ROD \ \ \ A T ,. , , ,-, rr / / / / / PANEL HEIGHT 12° MAX. — - J k 71 N ACTIVE ACTIVE OD tO N OD ittk 35 -1/2" MAX. 6" 6° 24" 7 1/4" PANEL WIDTH DOORS LOAD CAPACITY - PSF 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 IOD AND 10E to 38 9/16" FRAME WIDTH 24" MAX. CUR PANIC HARDWARE APPROVED PANIC HARDWARE FOR DOORS DOR —O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE tO 10 s sa3 7 1/4" 7 1/4" Engr: JAVAD AHMAD CIVIL FLA. PE #_70592 CAN. 3538 UN UN 2 9 201 2 itEVISHO :. •+ the >t a��:, •0 . 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 1.4 of 7 / CONCEALED VERTICAL ROD / — / / PANEL HEIGHT I I / C_, /. a rl iv 71 y 1OR OR \ 10E \ \ - ACTIVE APPROVED PANIC HARDWARE FOR DOORS DOR —O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE tO 10 s sa3 7 1/4" 7 1/4" Engr: JAVAD AHMAD CIVIL FLA. PE #_70592 CAN. 3538 UN UN 2 9 201 2 itEVISHO :. •+ the >t a��:, •0 . 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 1.4 of 7 BILL OF Iv ATERIALS ITEM 2A 2B 2C 3 4 5 6 7 9 10 #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" O.C. & 24" Q.C. MAX. 10 10 10 10 10 10 10 #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) ,q 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 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 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. 1 OF 12 13 141 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 FLUSHBOLT 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. EfoxEg W 4 i9 Z - '7 io#iBAL' ravis1a Engr: JAVAD AHMAD • CIVIL FL A. PE if 70582 C.A.N. 3538 the riseidu laragerws la 3 DWG. NO.: W98 -01 • EMI WINDOWS $c DOORS 10100 northwest 25 street miomi, florid° 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2 of 7 CGI -507 DOOR FRAME HEAD /SILL CGI -5 1 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 4.522 CG —510 SIDELITE MULLION .075 1.063 .465 CGI -508 FRAME COVER 1.844 CGI -501 BOTTOM RAIL CGI -540 4.000 SADDLE THRESHOLDS r___1.644-1 3.277 CGI -514 HORIZONTAL MUNTIN .639 n CGI -375 CGI -396 Engr. JAVAD AR AD L FLA. PE c1 # 70592 CAN. 538 ailuv, Thule .050 .652 .080 m N ao .754 --ml .744 CGI -504 .672 C-• .080 - v .742 CGI -519 CGI -515 DWG. NO.: W98 --01 • EL WINDOWS 8c DOORS 10100 northwest 25 street mi❑mi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.1 of 7 Bolt Assembly 1/2" Cmje. Bol t Housing #10 x 3/4" PH SMS Flushbolt Tip Linkage Assy. Rod Keyed Cylinder /Deadbol Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 —POINT LOCK 1/2" Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 12 #10 x 3/4" PH SMS 8 x 1/2" PH MS Flushbolts (Inactive Panel) 1/2 "1!x.1 Bolt Tip �� 3 Iu Threaded Rod Keyed Cylinder Deadbolt Assembly 0 Actuator Arm REGENT 3 POINT COMMERCIAL LOCK #10 x 3/4" PH SMS Actuator Arm 1/2" Bolt Housing Bolt Tip TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #10 x 3/4" FH SMS SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT Engr: JAVA? AtIMAP CIVI1. FLA. RE 70592 C.A.N. • 5.35 !Iri`i000Kr AMMO 441rjevith the Flan*. •a3 Surface Mounted Activator DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miomi, florida 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 Bolt Guide 1/2 Dor— O —Matic 1690 fi #10 x 1/4" FH MS #10 x 1/4" FH MS Os N 8 Engr. JAVAD AHMAD CMI FLA. PE # 70592 C.A.N. 3538 #8 x 3/4" FH SMS Strike Plate Top Guide w /trip release Top Bolt Jackson 20861 Bottom Bolt Bolt Guide i OSOMOKT nry 0R..+._ 0-- L #10 x 1/2" FH MS #10 x 1/2" FH MS DWG. NO.: W98 -01 • EI WINDOWS as DOORS 10100 northwest 25 street miami, florid° 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.3 of 7 1/4" DIA. ULTRACON 6" FROM ENDS I (INTERMEDIAT ANCH S (SEE <EET CONS! 1/4" DIA. ULTRACON� 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) TYPICAL #12 SCREWS 3/ END 1/4" DIA. ULTRACON OA 6" FROM ENDS AND 24" O.C. (INTERMEDIATE ANCHORS) af-- 2.082 U.100 TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 19 -3/6" 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 1/4" DIA. ULTRACON 509 r 1 -1/4 EMBED 4, 1 -11*.u. - -- - -- rt .150 EXTERIOR I4 -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 SPACE p WITHOUT VARIATION IN CAPACITY. - a 101! O VegTEg W 4. 502 INTERIOR FRAME WIDTH 1.250 505 13 ASTRAGAL READ. FOR WATER RESISTANT DOORS ONLY 1-7 02 OR 16 ACTIVE INACTIVE — .675 la- EXTERIOR Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 .00SOICritEVISER =12/Z -0704 03 � I / /H/ /G J4 505 A 1. OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98 -01 • EL WINDOWS ac DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 3 of 7 MULLION #1 2.878 hb -1.250 —0. 1X4 PT WOOD SEE NOTE SHEET 3 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 1/4' MIN. DOOR PANEL WIDTH 1.918 .125 .675 1- 4.812 EXTERIOR © DS- SEALANT 1/4" DIA. ULTRACON C� 6" FROM ENDS & 19 -3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 —1.250 SIDEUTE 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 3.278 "*- -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. 3 1<5I .ONCR: TE a JUN 2 9 2012 WINDOWS 8e DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 4 of vIULLION TYPE 1 WIDE STILE -WIDE STILE 502 SIDELITE PANEL WIDTH MULLION TYPE 2 WIDE STILE - NARROW STILE 502 EXTERIOR SIDELITE PANEL WIDTH MULLION TYPE 3 NARROW STILE - NARROW STILE SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDT: PANEL WIDTH WIDTH NO - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr. JAVAD AHMAD CIVIL FL4: PE # 70592 C.A.M. 538 . MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (w) / / �\ / / \\ . i i i i INT.( -) EXT.( +) INT.( -) EXT.(+) _ INT.( -) PANEL WIDTH PANEL WIDTH PANEL WIDT: PANEL WIDTH WIDTH NO - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr. JAVAD AHMAD CIVIL FL4: PE # 70592 C.A.M. 538 . MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 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 6/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 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 - - - - 1011014,197114EVIW riastrib the neigh,* I Disimise at‘Wriajairk L+1� 3 DWG. NO.: W98 --01 • EI WINDOWS ac DOORS 10100 northwest 25 street miami, florida 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 SIDEUTES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. „GLASS TYPE 'A' 7/160 COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'A1' GLASS TYPES 'B' & 'B!' NOM. PANEL WIDTH NON. PANEL HEIGHT EXT. CO INT. < -) EXT. (+) INT. < -) EXT. < +) INT. (-) 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 NI 70.0 NI - - 2/0 2/6 3/0 3/6 8/6 100.0 110.0 70.0 I« 70.0 * - - 100.0 110,0 70.0 x 70.0 IN - - 100.0 110.0 70.0 NI 70.0 * - - 70.0 70.0 70.0 IN 70,0 NI - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 * 70.0 NI - - 100.0 110.0 70.0 IN 70.0 NI - - 100.0 110.0 70.0 NI 70.0 Nt - - 2/0 2/6 3/0 9/6 70.0 70.0 70.01. 70.014 - - 70.0 70.0 70.0 NI 70.0 IN - - 70.0 70.0 70.0 x 70.0 IN - - 2/0 2/6 3/0 10/0 70.0 70.0 70.0 IN 70.0 N1 - - 70.0 70.0 70.0 01 70.0 10 - - 70.0 70.0 70.0 N< 70.0 IN - - LOADS OWN ARE FOR DOORS USING THRESHOLDS SS- IN ANY CONDITION AND P & S WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. 1' GLASS UMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN 507 •1 " \4\ 4\ OUTSWING OUTSWING (SADDLE) RESIDENTIAL (SADDLE) DOOR HEIGHT PANEL WIDTH., PANEL WIDTH.. s cc i 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 C ❑MP ❑SITE PANEL OR GLASS APPLICABLE TO D❑ ❑R /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 SIDELITE 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 CIVIL FLA. PE If 70592 C.A.N. 3538 Bawds 410101m, _ Z-G ?D •pj nomplooloop V l 0 F■ O r 8 V d' d 0J Q o 8"1 03 X 4 ww3�' 4 n r 0 0 0 co X 0 C In 0 0 p- m cki N 0 V) In tV M} % O cn Z Z L U °20 FAX. (305) 593 -6592 N 0 `I c a U N a, 0 0 1 A .0 y 0 -o a 0 pt 0 m 'U U. x _m I C ` drawing no. W98 -01 / / / \\ \ �\ �\ / / N/ PANEL WIDTH., PANEL WIDTH.. s cc i 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 C ❑MP ❑SITE PANEL OR GLASS APPLICABLE TO D❑ ❑R /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 SIDELITE 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 CIVIL FLA. PE If 70592 C.A.N. 3538 Bawds 410101m, _ Z-G ?D •pj nomplooloop V l 0 F■ O r 8 V d' d 0J Q o 8"1 03 X 4 ww3�' 4 n r 0 0 0 co X 0 C In 0 0 p- m cki N 0 V) In tV M} % O cn Z Z L U °20 FAX. (305) 593 -6592 N 0 `I c a U N a, 0 0 1 A .0 y 0 -o a 0 pt 0 m 'U U. x _m I C ` drawing no. W98 -01 DOOR HEIGHT 6° 24° MAX. 1 io i f / \ \ -ga 0 °co kg - PANEL WIDTH DOOR OR SIDELITE -MUWON ANCHORS AT SIDEUTE 6" 24" illllllsi 6 24" MTG. STILE ANCHORS 3" MIN. TYP. ANCHOR SPACING DOOR MTG. STILE ANCHORS PANEL WIDTH PANEL WIDTH 3" MIN. TYP. DOUBLE DOOR ANCHOR SPACING �( } I tl 1111 I gg M Qy N g CLUSTER OF ANCHORS 3, 4, 5 OR 6 (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. DESIGN LOAD CAPACTY -PSF l DIMS. DESIGN LOAD CAPACTY -PSF TYPE 'B' / / \ \ / / /• / / / \ TYPE 'C' AT S -0 & 582 SILL \\ \ \ \\ / \\ \ / \ \\ f / \ CLUSTER OF 3 ANCHORS \ \\ \ \ \ \ CLUSTER OF 3 ANCHORS \\ CLUSTER OF 3 ANCHORS PANEL WIDTH PANEL WIDTH 3" MIN. TYP. DOUBLE DOOR ANCHOR SPACING �( } I tl 1111 I gg M Qy N g CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY DOOR HEIGHT J 1111 PANEL WIDTH III; i t PANEL WIDTH II% :,III[1 ) PANEL WIDTH . 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 SS1 SILL TYPE 'C' AT S -0 & 582 SILL PANEL WIDTH / / / / / / PANEL HEIGHT CLUSTER OF 3 ANCHORS \ \\ \ \ \ \ CLUSTER OF 3 ANCHORS \\ CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS S- CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 i \\ 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 DOOR HEIGHT J 1111 PANEL WIDTH III; i t PANEL WIDTH II% :,III[1 ) PANEL WIDTH . 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 SS1 SILL TYPE 'C' AT S -0 & 582 SILL PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 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 7/0 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 75.7 110.0 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 8/6 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 63.7 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 80.3 110.0 104.0 110.0 628 83.7 110.0 110.0 110.0 50.5 67.3 110.0 87.3 110.0 52.3 69.7 104.6 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 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu= 177 KSI, Fy' 155 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. KSI) AT HEAD TYPE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu= 177 KSI, Fy =155 KS1) DIRECTLY INTO CONCRETE 1 -3/4" MIN. 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 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 F1 A. PE 70592 C.A.N. 3538 :NWT UMW Ike Reda _AS1416MS0 MIS wipe Z »4 ° 1 N ce n � WINDOWS & (! U N Z 0 0 0 ( ( • 0 0 N 5 FAX. (305) 593 -6592 0 . n •0 0 0 3 0 Ir 0 •-•-• 0 drawing no. W98 -01 (sheet 7 of 7 HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. PANEL CORNER DETAIL #12 SCREWS 2/ END EXTERIOR (SS2) RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION INTERIOR EXTERIOR #12 SCREWS 3/ END riafit®rU T UMW ..gokig with An Raft Vii. / o ?v •03 xa /l 2 X 2 X 1/4" ALUM ANGLE #12 SCREWS . 2/ LEG EXTERIOR INTERfOR (SS 1) ADA SILL CORNER DETAIL 2 X 2 X 1/4" ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR (SO) STD. SILL CORNER DETAIL INTERIOR ADA SILL 0 MULLION Engr: JAVAO AMMAD FIA F. # C,AN. 538 70592 0 Fw a 0 k O t gh e o opol 1.2101.2, 0 tigs c , c c 0 0 v °: 0 a 0 c 1 drawing no. W98 -01 sheet 7.1 of 7