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WS-13-2692 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239316 Permit Number: WS-11-13-2692 Scheduled Inspection Date: August 19, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: HERRERA, SANTIAGO Work Classification: Door Replacement Job Address:273 NE 98 Street Miami Shores, FL 33138-2407 Phone Number Parcel Number 1132060134420 Project: <NONE> Contractor: FLORIDA WINDOW& DOOR Phone: (561)340-4300 Building Department Comments INSTALL 1 IMPACT OUT SWING DOOR Infractio Passed Comments INSPECTOR COMMENTS False 07-17-15 Contractor requested a 30 days extension for the permit. the extension has been granted Inspector Comments Passed / 1 CREATED AS REINSPECTION FOR INSP-237068. CREATED AS 1 REINSPECTION FOR INSP-212619. CREATED AS REINSPECTION FOR INSP-203749. Contractor must be on site. Open all 3 sides for inspection Failed ❑ 06-17-15 The engineer letter provided are specifications as to how to install the 2x wood buck to the existing structure. Correction ❑ Based on my observation of the wood buck installed to support the double Needed out swing door on the east side of the garage, the wood buck was not installed as per engineers recommendations. Remove the door, install the wood buck as per engineers recommendations and pass required inspection of the wood buck prior to the door installation. Re-Inspection ❑ Remove door to inspect Fee / � No Additional Inspections can be scheduled until re-inspection fee is paid. August 19,2015 For Inspections please call: (305)762-4949 Page 18 of 39 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240721 Permit Number: WS-11-13-2692 Scheduled Inspection Date: August 11, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Framing in Progress Owner: HERRERA, SANTIAGO Work Classification: Door Replacement Job Address:273 NE 98 Street Miami Shores, FL 33138-2407 Phone Number Parcel Number 1132060134420 Project: <NONE> Contractor: FLORIDA WINDOW& DOOR Phone: (561)340-4300 Building Department Comments INSTALL 1 IMPACT OUT SWING DOOR Infractio Passed Comments INSPECTOR COMMENTS False 07-17-15 Contractor requested a 30 days extension for the permit. the extension has been granted Inspector Comments PassedE] CREATED AS REINSPECTION FOR INSP-237067. CREATED AS REINSPECTION FOR INSP-212829. CREATED AS REINSPECTION FOR INSP-203869. Provide structural attachment procedure for 2 X used from Arch/ Eng 4�R�Failed 06-17-15 The engineer letter provided are specifications as to how to install the 2x wood buck to the existing structure. Correction ❑ Based on my observation of the wood buck installed to support the double Needed out swing door on the east side of the garage, the wood buck was not installed as per engineers recommendations. Remove the door, install the wood buck as per engineers recommendations and pass required inspection of the wood buck prior to the door installation. Re-Inspection ❑ No letter, door not removed Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 10, 2015 For Inspections please call: (305)762-4949 Page 23 of 35 July 8, 2015 From: Troy-Moses Panton, AIA 14311 Biscayne Blvd. #4323 Miami, FL 33161 RE: Permit No.: WS11-132692 Santiago Herrera 273 NE 981' Street, Miami Shores, FL 33138 Building Official/Inspector, Please accept this letter to notify that my representative or I have made periodic observation of the jobsite and confirm that the alternate method of window buck installation was installed as per the specifications on my previous letter dated May 27,2015. If you have any other questions,you can contact Carlos De Los Santos(Project Manager)or myself. Sincerely, Troy-Moses Panton, AIA Registered Architect f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241109 Permit Number: WS-11-13-2692 Scheduled Inspection Date: August 17, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Framing in Progress Owner: HERRERA, SANTIAGO Work Classification: Door Replacement Job Address:273 NE 98 Street Miami Shores, FL 33138-2407 Phone Number ' Parcel Number 1132060134420 Project: <NONE> Contractor: FLORIDA WINDOW& DOOR Phone: (561)340-4300 Building Department Comments INSTALL 1 IMPACT OUT SWING DOOR Infractio Passed Comments INSPECTOR COMMENTS False 07-17-15 Contractor requested a 30 days extension for the permit. the extension has been granted Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-240721. CREATED AS REINSPECTION FOR INSP-237067. CREATED AS REINSPECTION FOR INSP-212829. CREATED AS REINSPECTION FOR INSP-203869. Provide structural attachment procedure for 2 X used from Arch/ Eng Failed ❑ Frame still not out 8/11/15 06-17-15 The engineer letter provided are Correction specifications as to how to install the 2x wood buck to the existing structure. Needed Based on my observation of the wood buck installed to support the double out swing door on the east side of the garage, the wood buck was not installed as per engineers recommendations. Remove the door, install the wood buck as per engineers recommendations and pass required inspection Re-Inspection ❑ of the wood buck prior to the door installation. Fee No letter, door not removed No Additional Inspections can be scheduled until re-inspection fee is paid. August 14, 2015 For Inspections please call: (305)762-4949 Page 17 of 33 May 27,2015 From: Troy-Moses Panton,AIA 14311 Biscayne Blvd.#4323 Miami, FL 33161 RE: Permit No.: WS 11-132692 Santiago Herrera 273 NE 98h Street, Miami Shores, FL 33138 Building Official/Inspector, Please accept this letter as an alternate method of window buck installation for the area where the pressure treated window buck is 2 '/4"(max)x 4"instead of 1"x 4"as noted on NOA/Product Approval. Window bucks must be anchored with 1/4"x3 1/4"(min.)tapcons with a minimum embedment of 1 '/4"in the concrete block. The anchors will be at 3"from the edge and 8"O/C maximum. Sincerely, Troy-Moses Panton,AIA Registered Architect Arlenis Silvera From: Dawn McNamara <Dawn@FloridaWindowandDoor.com> Sent: Friday, July 17, 2015 2:27 PM To: Arlenis Silvera Subject: Permit#WS-11-13-2692 Arlene, Hello, and thank you for helping me. know this permit is old, but as you can see from your records, we have been trying to close it out. Unfortunately, we failed another inspection today,the permit is going to expire on Tuesday, and the customer is not available for us to come back on Monday. Is there any way you can give us a 30 day extension so have time to do another in progress and final? Please let me know. Anything you can do will be greatly appreciated. Thanks again, Dawn McNamara Installation Manager Florida Window& Door i May 27,2015 From: Troy-Moses Panton,AIA 14311 Biscayne Blvd.#4323 Miami,FL 33161 RE: Permit No.: WS11-132692 Santiago Herrera 273 NE 98" Street, Miami Shores, FL 33138 Building Official/Inspector, Please accept this letter as an alternate method of window buck installation for the area where the pressure treated window buck is 2 '/4"(max)x 4"instead of 1"x 4"as noted on NOA/Product Approval. Window bucks must be anchored with '/4"x3 '/4"(min.)tapcons with a minimum embedment of 1 '/4"in the concrete block. The anchors will be at 3"from the edge and 8"O/C maximum. Sincerely, Troy-Moses Panton,AIA Registered Architect 17V 012-6 Miami Shores Village g Building Department JAN 21 2015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.LAIS-1(— l3— -'2 t PERMIT APPLICATION Sub Permit No. �UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION WRENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 273 NE 98th Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 3206 013 4420 Is the Building Historically Designated:Yes NO x Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder):Santiago Herrera Phone#:786 378 4060 Address:273 NE 98th Street City: Miami Shores State: FI Zip: 33138 Tenant/Lessee Name: NSA Phone#: Email: CONTRACTOR:Company Name: Florida Window& Door Phone#: 561 340 4300 Address: 7108 Fairway Drive City: Palm Beach Gardens State: FI Zip: 33418 Qualifier Name: Scott Berman Phone#: 561 340 4300 State Certification or Registration#: CGC 1509450 Certificate of Competency#: DESIGNER:Architect/Engineer: Albert F Weber III Phone#: Address:P O Box 220054 City: Hollywood State: FI Zip: 33022 Value of Work for this Permit:s3118.00 Square/Linear Footage of Work: Type of Work: ❑ Addition N Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 2✓I Prt,:n �e { t/'� �U'✓h/ ?i l 1 (i► Da?G� Specify color of color thru tile: Submittal Fee$ Permit Fee$1 ( � ' w CCF$ 7 TQ CO/CC$ Scanning Fee$ 3 ' 00 Radon Fee$ 2 DBPP,R$ 2 Notary$ Technology Fee$ �2 Training/Education Fee$ 6' V Double Fee$ Structural Reviews 22 Bond$ I TOTAL FEE NOW DUE$ ! �` (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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. Signat Signature OWNE or AGENT CONTRACTOR The foregoing instrumen was acknowledged before me this The foregoing instrument was acknowledged before me this 12— day of 20 l 5 by 0 1Z- day of 10 c3j.,�.�.v 20 x"15 by Scott Berman 4nnwn rn San+;�,. ;hlr.•��.a► who is personally known to who is personally me or who has produced �. L , as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign. Print: m `r» _ Print: Howard Si ff o�p0.Y PbB� HOWARD SIM1P KOFF RY Pu Seal: MY COMMISSION#EE 830795 Seal: e� . B�% HOWARD SIMKOFF * + EXPIRES:August 27,2016 MY COMMISSION#EE 830795 * * EXPIRES:August 27,2016 CFV���\oP Bonded Thiu Budget Notary Services 1j"rFOF Ftos`�OP Bonded Thru Budget Notary Services ########################################## ################################################################# APPROVED BY Plans Examiner Zoning Structural Review _ Clerk (RevisedO2/24/2014) r Miami Shores Village NOV 2 6 2013 Building Department BY. 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 /3 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FB C 20 BUILDING Permit No. , 1 PERMIT APPLICATION Master Permit No-W5 13-2 Permit Type: BUILDING ROOFING JOB ADDRESS: oC Z 3 /ki C- 2S �t City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: / / - 3,,� C eul -C 13 ---'141-?e Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name .(Fee Simple Titleholder): 1cl��;/tf���i�r'/cL Phone#: 7& 3 2,a-' ` -Iez Address: oc !3 /y City: yJf/Ci s��i �J s`� s State: Ir/ zip: 3/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: _'5z� Address: 22L9 j / zip: � 1 City: iy � �c . �i'//�� f� � State: I Qualifier Name: Phone#:�N State Certification or Registration#: S b Certificate of Competency#: Contact Phone#: S Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ ,f% Go Square/Linear Footage of Work: Type of Work: ❑Addition Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Color thru tile: 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$ X 2 • --to Bonding Company's Name(if applicable) t� Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N f} 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 informs tion 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. Signatur Signature ywnergent ' Contractor The fo egoing i�nsttruumowl dged before me this The foregoing instrument was acknowledged before me this-o2 dayo =/�20 A day ofl�✓P w bPr ,20/�,by 1501 YY 9 �ar7 who isisCpersonally known to me or who has produced_ _who is personally known o me or who has produced VOAs identification and who did take an oath. as identific• All NOTNOTARY PUBLIC: ,� Notary Pubiig Stsle of Florida AnnetteBurpsss My Commistim D0993295 Expkes0511pt201a Sign: Sign:Print11 _ Print:�vlviE Y P �c,c esS My Com ission Expi s: � '� �� My Commission Expires: SAOY = • • ��i n�� i r. O COWAb"•WownP Os Examiner Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(R.evised 3/15/09) Opening E 1. XX Outswing Door v (Series 249) O O C ITY O 00 0 7BY:- 2 2013 o v� COPY 0 �21 0 O C 00 �a 3 M o c: -a c � M O L arae .o ?: u •i Z ecu 0 0E � ro 1 (62 x 79) NOA 12-0208.14 L. N00 CO L - T1- C/)coM = M co W m IM Miami Shores Village APPROVED BY DATE °GP"" ZONING DEPT �""�'"Com SCALE: NOT TO SCALE BLDG DEPT j, 7i GATE: Nov 13,2013 PAGE DESCRIPTION: SUBJECT.i"O C(-,hIPLk`T10E Yvl FH ALL FEUE Site Plan STATE ANL)CGtJN`iY qt L�SANDPEG(JLATI^ S PAGE: OP7 1 PRODUCT APPROVAL REVIEW FORM PAGJE l OF CONTRACTOR NAME: d f0a 1 �' iii✓jcJ�cil o}- { i� SITE ADDRESS: �" j `t'�' PERMIT # 1. 2. 3. 4. 5. 6. OPENING PRODUCT PRODUCT APPROVAL PRESS. RATING RE.QD. OPENING SIZES SHUTTERS LOCATION ACCEPTANCE NUMBER DESIGN PRESS.RATING FOR SPECIFIC OPEN. REQUIRED? -------------- ------------------------ ------------- .--------(+) PSF (-) PSF (+) p$F {-) PSF 4PIDTH X AREA IN ZONE # YIN HEIGHT SQ FEET ENGINEERING EXPRESS® Design Wind Pressure(PMAx+, PMAX'): ASCE 7-10, Ch.30.4.2130.6.2 160 SW 12th AVENUE, #106 --hi>60 ft . DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gh(Ae GCppos+ GCp) PMAx+ = gh(6c G%pos + GCp) PH:(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(Oc GCpneLJ-GCp) PMAX-= gh(6c GCp"-GCp) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections Cladding E i leVation �� Area r r _ — + P Florida Building Code 2010 ��' �$ 11 a gii �ll'� Site Information 1 62 x 79 End 7 34.01 14.45 0.85 56.57 0.9 -1.2 40.7 -52.2 Owner: Santiage Herrera Wind Speed(V): 175 MPH Exposure Category: C Velocity Pressure Coef.(Kh): 0.94 ASCF.7-10 Ch.30.3./Table 30.3-1 Directionality Factor(Kd): 0.85 Topographical Factor(KZT): 1.0 Structure Information R of s�_ l ms's vyld., Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE7-10Table 26.11-1 Mean Roof Height(h): 24 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 25 ft. End Zone Distance(a): 3 ft. 1.THENFORMATONISNTENDED TOPRONDEDESIGN PRESSURESFOR THEPURFq OFTHENSTALLATDNOFGLAZ UNITS&OPENNGPROTECTnN ASPROPOSEDAND PRONDEDBYOTHERSNOCERTFCATnN,ERHER FR NK L BENNARDO,P.E. EVRESSEDOR MPLFD.BOFFERED ASTO THE VALDfTYOR APPLCA DYOF MY PROPOSED SVSTEMOR COMPONENT USED KONG WITH THESE PRESSURESALL PRODUCTSSHML BE NSTMLED N STRCTACCORDAWCEWITH Prepared in accordance With: VALDFLORDAPRODUCTAPPROVALSMNDMUSTMEETTHE MESSURMFORTHEGNFN LMRATDNS FLP 2.NOCERTFC ATON OR RENEW BOFFERED THATTHEPROPOSED UNRSMEETANYEGRESSREOUREAENTSALL EGRESSBSUESARETO BEADORFSSFD SYTHEPERMRTNG CONTRACTOR ANDTHELOCAL BULDNGOFFC ASCE 7-10.Section 30. Wind Loads-Components and S,TH E HOST STRUCTURE BASSUMED TO BEADEOUATETO WDHSTAND THE LOADS MFOSED BYTHSDESGN ASWORKREPLACES DOSING FRAMNG,OR OPENNGSDESGNED AND CERTrED WAN MGNEER OFRECORD R). CladdingTHECONTRACTORSIILDNGOFFC41 &LVERFYTHATTHE SUMTRATEEMOSED DURING WORSE SOUND FOR NSTMLATION OF THE SYSTEM.F DEFCIENCIESAREFOUND NTH E E%STNG HOST STRUCTURE,TH GNEER OR THEEORSHALLMNOTFEDMFORECONNUNGGONWRUCTDNMNDRE VESTHE RDHTTORE-NSPECTMIDRE-EVMUMEDESGN.NOWMRMN ,,ERHERE%PHESSEDORM0.E,BCONTMMHMM. Florida BuildingCode 2010 ed. d,DMENSIDNSARESHOWN TO LLUSTRATE DES*N FORCESMID OTHER DESIGN CHRERWTHEY MAYVARYSLBHTLY,TO TH E EXTENT THAT THE OFENNG AREAE NOT SMALLER THAN5%OF THEENGN EERED DESIGN. Q T CONTRACTOR BTO VERFYML FELD DMENSDNSPRCR TO NSTALLATIDN. _ 4 ©2013 E-Tempest.eom S LEGAL FEESBAPPE AE FEESRFSUL NG FROM MATERV �GATON,SYSTEM ERMTION,&CON�RUCTDN PRACTCESBEYO D THANWHCH 6CMLED FOR BYLOCAL,STATE&FEDERAL CODES&FROM DEWMNSOFTHB fPLAN. ID:flwindowdoor-P2035 &.ENGNEMNGIXRi HMNOTV MTHEJOB ENFORMIITDNCONTMMHEREN66ISEDONCONTRACTORSUPRIEDDATAMDMF RWMTSENGNEERNGE ESSSHMLNOT W—DREBPONSELEORLVBENCERTOFA Ht�t�J MlYWAYFORERRONMUSORNACCURATEDATAORMPA511RB TSWORKSHALLMFELDVERFEDPRIORTOCONSTRUCTCN.ENGNEERNGIXPRFS &LBENOTFEDANDGMENMl OPPORTUNRYTOR&E UATEOUR WORKUPON DBCOVERYOFMYNACCURATENFORMATDNMORTOMODFCMDNOFDDSTNGFELDCONDDIDNSMD FABRCATIONANDNSTALLATDNOFMAT S. WITH RAISED ENGINEER SEAL 11/13/2013 Page 1 of 1 7.E%CEP ASIXPRESS VffiO DED HEREN.NO ADORCNM CFR FCATDNSOR MFRMA DNSA ALTER N NS.ADDRIONSOROTHERMA MGSTOTHEDOCUMENTMENOTPERMDT MDNVMDATEOURCMR ATDN- VALID FOR(1)JOB ONLY MIAMI•DADE MIAMI-DADE COUNTY * PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(7861 3 M.2590 F(786)315=25" NOTICE OF ACCEPTANCE (NOA) w}vw.rwlemidade eovloern/ T.M.Windows,LLC. 601 N.W. 12th Ave. Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-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 perforin. 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. PERA 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-BuildingCode, including the High Velocity Hurricane Zone DESCRIPTIO 1 Series-249 Aluminum Outswing Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. Wll-03 Rev B,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)", sheets I through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on APR 18, 2012,-signed and sealed-by Javad-Ahmad, p.E.,-bearing-the Miami-Dade County.Product Control Approval stamp with the Notice of Acceptance number iami-Dademy Product Control Section. MISSILE IMPACT RATIN : Large and Small Missile Impact Resistant Limitation: ' 1. See sheet 5 for single or double Door Design ressure rating Vs glass type and/or threshold type (Exterior(+)water limit) 2. See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together. 3. See sheet 4 for Single Door w/SHW design pressure rating Vs glass type and/or threshold type, limited to single door application only. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following stateinefiv "Miaml�ade 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 termina"is 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, thea 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 NOA#11-0218.05 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. /__ __� The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 12-0208.14 �( Expiration Date:AprJj 21,20.16 r'1�,+1v Approval Date: May 03,2012 � Page _-5``" T.M.Windows LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. - DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file# 11-0218.05) 2. Drawing No.W11-03 Rev B,titled"Series-249 Alum Out-swing Door w/Sidelites(L.M.I.)" sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on APR 18,2012,signed and sealed by Javad Ahmad,P.E. Note:This revision consists of FBC 2010 notes only. B. TESTS(transferred from file# 11-0218.05) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites (samples A-1 thru F=i),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A. Causo,P. E. and signed and sealed by reviewing engineer Marlin D. Brinson,P. E. Note:This test report has an addendum letter dated March 28,2011, issued by Fenestration Testing lab, Inc.,signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural.analysis,complying with FBC-2007, prepared by Al Farooq Corporation,dated 02/17/11 and last revised on 04/01A 1,. signed and sealed by Javad Ahmad,P.E.(submitted under file# 11-0218.05) 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE I. Miami Dade.Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 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. 11-0325.05 issued to Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no financial interest,prepared by Al-Farooq Corporation, 01/19/12, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by AI-Farooq_Corporation, 02/17/11, signed and sealed by Javad Ahmad,P.E. (submitted under file# 114218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA# 11-0218.05, expiring on April 21,2016. 2. Test praposal-# 10-001-7, dated-01/06/1-0 and-e-mail-test revision_dated Oct 06,-201-0 approved by BCCO. lshaq I.Chanda,P.E. Product Control Examiner NOA No 12-0208.14 Expiration Date:April 21,2016 E- 1 Approval Date: May 03,2012 HEAD/SILL ANCHORS t' AT STILE ENDS t� v 41 7/8" (6)AT 3"O.C. 1� W FRAME WIDTH FRAME WIDTH c 8"MAX. 15"MAX• SURFACE APPLIED HEADS LL NP. 15'MAX, 0 n Y. HEAD/SILL HEAD/SILL FALSE MUNTINS CORNERS --- HEAD/SILL CORNERS A MAY BE USED II HINGE OPTIONS i \ I SEE SHEET 5 4 up�d Ile Y p I I I Rig LOCK OPTIONS I " ! \ K 5EE SHEET 5 LOCK OPTIONS SEE SHEET 5 z7p n g z 1lAcc_ D.L.O. DIMS. Y � X1ACfIVE D,L.O. HEIGHT (DOOR & SIDELITE) FRAME HEIGHT - 14.875" _ ACTIVE ___8. D,L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH - 11.875" 1 1 1 `\i F m D,L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 20")/2 30+ v30' 29 7/8' OPO D.L. . D.L. OPO. D.L. OPG. 38 5/8" 38 s/B'• LEAF WIDTH WIDTH L F WIDTH SERIES-249 ALUMINUM FRENCH DOOR W/ SIDELITES TTES �ypl.A VATION APPROVAL APPLIES TO SINGLE (X) ANO DOUBLE (XX) LEAF DOORS ( X ) TYP1 FUATlrtnl UCTYLVMRD S WITH OR WITHOUT SIDELITES. ( XX ) Whb ON FM1A S SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SWGLE LEAF DOORDUAi. LEAF DOD Ckmb S __SHEH-B-FAR-BESI6PE LOAD CAPAC17JE5 _. ! �`�� eee� m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR OPTIONS g REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCTFY ' - •q g<6 o G RICANE ZONE (HVHZ), �I 1BY OR 29Y WOOD BUCKS RS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THS STRUCTURE, Q ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. dA I, b EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FMPE70 .�w� � ANCHORING OR LOADING CONDITIONS NOT SHOWN 1N THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN Of A{1CHORS INTO W000 ONLY. \� 8 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT drawing no.[ C ME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE h REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. Wi.�`03 Ar , '; . sheet 1 of 16 ANCHORS AT MULLION HERO/SXl ANCHORS AT 4", 7'@ 10"FROM ENO OFj AT STILE ENDS FRAME AT DOOR AND SIDELITES aq FRAME M (8)AT 3"O.C. TYP. AT HEAD/SILL I 1 1/4"MAX_ 1 1/4'MAX 3 41 7/8" 80"MAX. 41 /8• SIOEUfE FRAME WIDTH XX DOOR FRAME WID SIDEL FRAME WIDTH 1] 8"MAX. ppp---3" 15"MAX. HEA SILL ' rrr. --- SURFACE APPLIED CORNERS I F HEAD/SW. FALSE MUMINS A MAY BE USED / 1 \ If ii 1y. HINGE oPT1014s SEE SHEET'S All to LOCK OPTIONS It J II II to bx�1 II , II ~ (� u (i71 N (13 m i ZOLLI f Z0. INACTIVE ACTIVE - - o 30' 30" 2B 7/B" 30" O,L. OPG. D.L. OPG. D.L.OPG. D.L. OPG. lk�i 69 38 S/8' y 38 1/8" LEAF MOTH 38 5/8' 38 L.T.- / d194LIGi'�fW 4EAF WIDTH LEAF WIDTH LEAF WIDTH �� TYPICAL FL MBIDN 1hA q�Mr g ( oxxo,) * a WITH PAN SIDR.TTFS ^ as SIDEL•ITE OPTION nJAN b Q 4r ,.. "1,� T0�¢L C'AN.��x yg �, 1 '' drowinq no. _ sheet of� 3/16"HEAT STREN'D CUSS 3/16"HEAT STREN'O GLASS 1/4"MR SPACE 3/16"HEAT STREN'D GLASS 1/4"AIR SPACE 3/18"HEAT STREN'D GLASS g o ABO INTERLAYER -3/16"HEAT STREN'D GLASS 3/18"HEAT STREN'D GLASS Z ; SAFLEX PVB BY'SOLJTIA' 090 INTERLAYER Q 090 WERLAYER .OBI INTERLAYER SENTRYGUS BY 'DUPONT' L/8'HEAT STREN'0 CUSS , 3/16"HEAT STREN'D CLASS SA EX PVB BY'SDLUTIA' SENTRYGLAS BY'DUPONr 3/t6"HEAT STREN'D GLASS ¢¢¢ggg SILICONE 3/18'HEAT STREN'D CLASS 3/16"HEAT STREN'D CUSS SILICONE •090 INTERLAYER OCE:R�701 SENTRYGL./S BY 'DUPONT' SILICON OE RCS7701 CE RGS7701 SILICONE GE 1200 CE 1200 GE KS7701 1/8"NEAT STREN'D GLASS �. GE 1 ma 0.L % t p ggg ron yT m R SILICONEGE 701GE W`pY�C fi ¢aa` a. 1�,j C SE g SPACER s PACgds ALUMINON d. j Q �j SMS AT �S Is S 7 AT 4-1/2'FROM :NOS AT 4-1/2"FROM ENDS AND 10-1/2•D.C.OCK AND 10-1/2"D.C. SE 1IAB"X,1 47XB 4•LONG EPOM SETTING BLOCK � m 2 PER U7,AT 8"FROM ENDS 1/6'X 3/4"X 4"LONG2 PER LITE,AT 6"FROM ENDS GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'H1' GLASS TYP • 'F' (S-H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) Lj 1��,w,_• / GLAZING OPTIQNS 6= � U GLASS TYPES GLASS TYPES ;ZZ KO *01 ) 'Al'OR 'BI'(ABOVE) g a NE SILICON , 00701 OE 1257701 OE 1200 I A4aNf�slN .I W Af�lnNlr Dpe ByRiwi 96d wertst `g°j m GLAZING DETAILS AT SIDE iT ` dAvAO L 3e a � drawing no. W11-03 A I � sheet 7 of 16 TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS 1BY W000 BUCK rE FOR SPACING v DGE DIST. (SEE NOTE SHEET 1) B11CK ALTERNATE n 1 1 ANCHOR..LOCATION EDGE TRUCTURE •, ril . y i dST. (SEE NO EET 1) '= 3 I I r J I 1 I O18 r1 & 8i � O ' $ 18 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVA110105 g FOR SPACING FOR SPACING' WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS EDGE METAL RE MOST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 6 1/2 MIN. DIST. AND TRANSFER THEM TO THE BUILDING STRUCTURE. LL u3j p m �0PEFL BOLT �T 11" TION YPI A LAICTJQL& sEE.,E+L�EV.FOR SPALING DIA LLTRAQLm ' (Fu-177 KSI,Fy-155,KSI) tNTT 28Y WO OR WOOD STRUCTURES I 1-1/2" MIN. PENETRATION INTO WOOD lk TYPICAL ANCHORS THRU iBY BUCKS INTO CONC. OR MASONRY � 0 S�SPACING 1-1/4" MIN. EMBED INTO CONC. OR MASONRY i 1 ¢¢ DIRECTLY INTO CONC. OR MASONRY m N 1-1/4" MIN. EMBED INTO CONC. OR MASONRY IZI = 1/4' DIA. SELF DRILLING I C R WC (GRADE 5 CRs) J INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. a 1/8") m INTO METAL STRUCTURES 3 STEEL : 1/8. THK. MIN. (Fy - 36 KSI MIN,) B ALUMINUM : 1/8" THK. MIDI, (6063-T5 MIN.) `.E+ OR (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 18 TYPICALpbrft DICT MrC INTO CONCRETE AND MASONRY . 2" MIN. INTO WOOD STRUCTURE - 1" MIN. e INTO METAL STRUCTURE - 3/4" MIN. o CONCRETE AT HEAD, SILL OR JAMBS f'c . 3000 PSI MIN, 8 C-BO HOLLOW/FILLED BLOCK AR JAMBS I'm - 2000 PSI MIN. 7/2"MIN. g OR p., RELISH BOLT 1 g maV'� rS ENETRAnoN 8 7 I I 7g CB IN f 8 i i 2 © ;g O 5 ate.RMe I 1 ALTERNATE ALTERNATE I I MMelel Dda. m s/a^x a/B• ° a',.. :' ° OPERATING UNITS WEEPS 142'FROM °) v ° •' • ° . Engr, ND AH b Sill ENDS I v EOCE 01ST. SEE TYPICAL.VATIONSS ORS - a TYPICAL AN RS a r TYPICAL ANCHORS FIA pE/70582 g FOR SPACING IlkE pST. _ AGING -EDGE DIST. SEE FOR SPACING G.W.35,J8 r HIGH THRESHOLD STANDARD THR SHOD ) L9W THRFSHOL APPR'D FOR WATER RESISTANCE APPR'D FON WATER RESISTANCE NOT APPR'D,FOR WATER RESISTANCE f•I drgwing no. LIMIT MAX. EXT(+ LOADS TO 100.0 PSF (SINGLE DOOR LIMIT MAX. EXT(+) LOADS TO 58.0 PS� LIMIT MAX. EXT(+; LOADS TO 80.0 PSF (DOUBLE DOOR W�.�X03 OPERATING UN TS APR., ,$,2f}t sheet oI 16 YA .D/SEIL e � ANCHORS ANCHORS AT MULLION �u AT 4NDS . 7"h 10"FROMp1 END OF FRAME AT DOOR AND SIOELITES m d (4)AT J"O.C. IDTH TYP.AT HEAD/SILL _ .. FRAME W 48 5/18" "MA% Q A 8"MAX. 3• XX DOOR FRAME H MEAD LL M. 15"MAX. CORNERS HEAD/SILL SURFACE APPLIED K '-_- - - FALSE MUNTINS a MAY BE USED I HINGE oPnoAs � \ 11 SEE SHEEYS 11 E M �. 1 I p_ so ---- ___= = a ==== rn Ko G II tI 18 LOCH OPTIONS I II II !• o \SEE SHEETS 1 ii/ li Jig �U \ 1 = u = tl \\ I /SII_ _ _-_ ___ z3 I- INACTIVE _ - H a ACTIVE �. iilp O.L. OPG. D.L. OPO. D.L. OPO. '- �MMAeF%,* 48 3/8• 38 5/8" a 2�Sj zm SIOELITE WIDTH LEAF WIDTH 38 5/8" q K LEAF WIDTH =4 22S 1 �8$ TYPL(;&L ELEVATION OXXO ) u WITH VIBE, SET-81DILM ' SIDELITE OPTION 'Fu..AN7nlLoss311. g C C ' 44R'T'8� drawing no, )Oi� W1 1-03 sheet of 1 g VrV 41 7/8" sl" FRAME WIDTH WINDOW WIDTH Q J 2B- 8"MAX. I S"M4XF HEAD= - HEAD ILL CORNERS Al MAX. 5"MAX. HEAD HEAD/SILL O CORNERS rr I 1 fl Y \/ 1♦ \�C �o / = LL z� � n all ' 1:9 hticm S '$ I —._-- 1 O x 230 / 28 i / D1 39/$• yai D.L. OPO. (VENT) 'c 15 _ 28 7/8" Y15 VENT VAgTH id to �3Z0Z 1 / 14 e1 Za m o 1=m 0.. NOTE: D.L. O OPO. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. ae 5/e" Op +65 LEAFT'+ —80 PSF g, * EXT.(+)i Dp WITH HIGH THRESHOLD, LIMITED TO +56 PSF WITH STD. THRESHOLD rrwoucTWVUND ..gpylm��e►.�Isew rvP,c`LX vnnoN _ y N. FOR DESIGN LOAD CAPACITY SEE SHEET 5 -T SINGLE LEAF DOOR lr[TH cIN. - H NDW INaERT o y-d 3 0 �<m B.H, WINDOW INSERT OPTION 4 •gyp.:av� . - d ; o r1A did 7D59� g C APS i 2 , mewing no. W1 i—03 • � sheet 4 of 16 3/a' MAX. SHIM © O 3/SHIM ALTERNATE ANCHOR LOCATION 3 18Y METALSTRULTTUAE _. -J .WOOD BUCK Z r % ACTIVE LEAF ' TYPICAL ANCHORS 16 - a 9EE EL18 --- FOR SPACIN{J6 I J - n to �ANCHORS EXTERIOR 21 SEE EIEY. 8 6 >. FOR SPACING I`5 - O.L. mac, ALT, FRAME JAMB LEAF WIDTH 1� DOOR FRAME WIDTH SEE LOCK OPTIONS SHEET 8 3/8'MAX, SHIM O 3/8'IM MULTIPOINT LOCK fC1 �f M 3 20Y WOOD UCK I <_= 9� TEAL ANCHOR S F IN-ACTIVE LEAF ACTIVE LEAF �00 TURE ja SEE EV:, " FOR SPACIIIIG 18 4 16 g Z;0 a x� z1 z1 21 � 18 9 S LEAF WIDTH EXTERIOR �ELEV. RS LEAF WIDTH FOR SPACING OUTT HINGES SEE LOCK OPTIONS 8$ SHEET S PHOT WNCES (SEE HINGE OPTION SHE 9) ODOR FRAME WIDTH ,. _ a !gJ d �M11R�!�rM Ne(r10I'1!. D��Ia1 b '/y OPERATING UNIT D2 g 3 drawing no. APR, � +N11-03 ZdiZ ahe 9 ot16 STATIONARY PANEL(0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSFSNIELIT W. NOTE: V F.DLE, IRECT SET GLASS TYPES GLASS CAPACITIES ON THIS SHEET ARE FRAME HEIGHT DOOR MOTHE WIDTH 'A', 'At'. 'B' OR 'Bl' BASED ON ASTM Ey 300-04 (3 SEC. GUSTS .- INCHES INCHES INCHES EXT. (+) 1Nr. (-) AND FLORIDA BUILDING COMMISSION 3 41 7/a(x) DECLARATORY STATEMENT DCA05-DEC-219 0 a1 eD(XX) 8 90.0 99.7 41 7/8(X) s � eo(xx) 9 91 4 90�X)X) 49 80.0 69.7 /' a p r [::97 41 7/8(X) w(XX) 42 80.0 79.6 GG 103 41 7/a(X) Q< 0�W B 42 90.0 79.6 D(XX) STAT*KWW(0) 109 480(XX) 41 41 7/9 a0.0 a0.0 DOOR W. SIDELITE W. SIDEUTE W. DOOR W. SIDELITE W. EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD ' FOR STD. THRESHOLD LIMIT EXT.(+) LOADS To 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. (ON; (oxq) ^Do _ SIDEII� DOOR W. � 3 SIDELITE W. DOOR W. r Zi 1-1/4" TE RI DIRECT SET SIDELITE morm DOOR WIDTH(X)OR(XX)WIDTH / ACTIVE PANEL SIDELITE WIDTDOOR WIDTH x xo (X) (oxxo) 'd ht ° m "MODUCIt All pw" Avg6Mn�e lV� -Q LEA vilyrH pE NZO.,1 •\ 8 � b 1-•1i/4" INACTIVE Crowing no. PANEL SIDELITE WIDTH DDDR WIOTHi\' W 111—03 sheet 66 of 16 �-DOOR-� 0 OOR WIDTH77- FRAME E WIDTH IIW 6 �Y T i z Ic -ilf INACTIVE ACTIVE ACT ( X ) SINGLE LEAF(X)DOORS WITHOUT BID LIT&4 DOUBLE LEAF�(XX),DOORS WITHOUT SIDEGTHB SINGLE LEAF(X) DOORS WITH S.H. INSERT :7f D=CN LOAD CAPACITY - P DESIGN LOAD CAPAC 1--PBS..,, DESIGN LOAD CAPACITY - PSF GLASS TYPES GLASS TYPES 99-A"- GLASS TYPES®DOOR FRAME WIDTH JFRAME HEIGHT A' OR 'A7' B'OR'B1' FRAME WIDTH FRAME HEIGHFRAME WIDTH FRAME HEIGHT A', 'AI'. 'B'OR'B!' INCHESINCHES EXT(+)MIT(-) EXT.(+)INT.(-) INCHES INCHES INCHES INCHESEXT.(42 109 80.0 80.0 100.0 141.0 BO 10942 109 XT.( 80.0 � EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD _ESI.(+).y,OApS.8F10WN.q�yF eor yT r--., 0 TYPB'F'!80. WDY Imo? FOR STD.THRESHOLD LIMIT EXr.(+)LOADS To 58.0 PSF FOR STD. THRESHOLD LIMIT EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF r; ce � 8^m 0 HINGES: �PIwYI• STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON 77-SHG ALUM BUTT HINGES, AT 12" FROM EACH ENDS -0 EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM E a CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED,ON OPTION O RIOR AND THUMB TURN ON INTERIOR NG ALUM PIVOT HINGES, AT 12" FROM EACH END Q XiE AT EACH ACTIVE LEAF LOCK STILE, 39-1/2' FROM BOTTOM AND ONE AT''MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2) 1/4-20 X 1-1/2" MS MANUALLY OPERATED CONCEALED FLUSH BOLTS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2' MS AT TOP & BOTTOM OF EACH LEAF LOCK STILE NOTE: (M4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS GLASS CAPACITIES ON THIS SHEET ARE - OPTION N2 S£AL•AM BASED ON ASTM E1300-04 (3 SEC. GUSTS) MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED AND FLORIDA BUILDING COMMISSION ° m AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE WITH WHITE COLORED SEALANT, DECLARATORY STATEMENT OCA05-DEC-219 FASTENED WITH (2) #12-28 X 2-1/4' OH MS SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SIUCONE. METALLIC STRIKE PLATE AT 40"FROM BOTTOM OF INACTIVE LEAF LOOK STILE FASTENED WITH o (3) /10 X 1/2' FH SIMSf3e 2 i g „ FA.N. -J8k MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) /8-32 X 1/2' FH MS drawing no. Tb(FLU91 ENOOLTS AT TOP&BOTTOM OF ACTIVE AND INACTIVE LEAFS APR, ..$2Q,i W11-03 0E GAGED DURING PERIODS OF HURRICANE WARNING) -heat 5 of 16 TYPICAL ANCHORS SEE ELEVATIONS ALTE(R�N�pTE - 3 EDGE DIST FOR SPACMO ANCHOR LOCATION 7A PANEL SIDI"LITE INSTA AMN D Te TT 4 _ ALTERNATE c e It ANCHOR.LOCATION z it IL, - O 1 n ff g ALT_fRAME JAMB cr 8.'(9 ab /lox I"PH SMS �'* 6 3/8"MAX. . AT 4"FROM ENDS ATT O6 FROM ENDS MS AND IB'O.C. W. O lg 3 AND 24 D.C. MAX. 3 _ TYPICAL ANCHORS SEE EL - FOR SPACING NO 51 IB 10 ji �( IG T fx 8 " ' 23 'g 21 x R = OI S EXTERIOR 21 �m x W I y o W LEAF WIDTH L Z;O � LEAF WIDTH SILICONE BUTT HINGESQ d PANEL MMITE WIDTH 1 1/4" `+ F __...__.__... DOOR FRAME MDTH g 6UCTIILVIYfY ° OR OR • w1IN IM Pin ,9 19 Mp�fbl •o ./ � a 29 O © �a 2 1�8 B 7 � a<m 2 ALTERNATE 2 n . PANEL SIDFTITE UNITS \ N \ Engr:'JAVAD aW AHMA 1/2"FROM ' vim ° \ b SELL TYPICAL ELEVATION °NCH — EDGE DIST. TYPM.AI.ANCHORS , EDGE DIST, FOR SPA"G SEE ELEVATIONS drawing no. FOR SPACING W 11—!]3 PANEL 'SIDELITE UNIT (STD THRESHOLD) PANEL SIDELITE UNIT (NIGH TSD,) APR 1`,8-201 2 sheet 10 of 16 TYPICAL ANCHORS DIRECT GET SlDELITE INSTALLATION DETAIL C �Vlv EDGE DIST. FOR ELEVATIONS FOR SPACING kk I pQ i�V SS 25 O a 1y TYPICAL ANCHORS S SEE ELEV. FOR SPACING s y I r $ M <� a u 21 i.9 EXTERIOR y x W DIL OPG. LEAF WIDTH 3•. r 2i x SILICONEPIVOT HINGES DIRECT SET SIOELITE WgiH DOOR FRAME WIDTH t— 010 % 1"PH SMS AT 4"FROM ENDS AND 16'O.C. MAX. CII SIR �, wM tlslk FlwM >s zs SGa g °'s d a<m e DIRECT SET SIDELITE UNIT —_ Eo JAVAD b .e CML 7050 C-A1 / EDGE DIST. 7YPN;AL ANCHORS •, k' SEE'ELEVATIONS pp • FOR SPACING P• t $ drawing no. DIRECT SET SIDEI•TTE UNITS W11-03 sheet 11 of 16 a000 4.000r'093 .DB24.V Mal- 1.750 .825 �_ 06275 .500 I 1.750 0 r- 4--. 2.379 Fj 332 A 931 1.843 .090 -1,8431,145 FRAME HEADaj O TM-099 Q PANEL MLA 55A BEAD O SIDELITE HEAD/SILL 2,375 18.250 2.129 GW-30789 I I R V r L� JL50 .71.3 oax L 1.4es - 0 s .Ixs � oaf° .71,s I .oso CEH, N ER E '.572 1.799--I ® � 988 2,125- 125 SIOEUTE GLAZING BEAD (INSt/L. LAM. GLASS) O � �x � I'• PIVOT HINGE - '.248 -L 1.500 4.000 1.500 I I 0.972 �y F�-f,790-+1 GW 37889-q .250 1 v tg DOOR BOTTOM RAIL g OUTER H9tGE 2.002 ---� DOOR JAMB/SIDELITE FRAME O TM 29238 O RN .062 -{ _125 •123 .8751 0 8165499 I i .082 218 STD. SILL ADAPTER .500 1.000 � 1.376 ��- ,093 1,760 BM798 -- MID RAIL CORNER CHANNEL SiP 625 ,'7so 3,887 •6u LOW THRESHOLD, l,gyg ; 2 24_p 8970K8 =U I+ 1,030 4,000 .052 4.O90�t-.093 L �3.876. .'� .635 1.275 Z3 x� HINGE CAP .250 3 Z k COX 1/2' HIGH Slll ADAPTER 1• �,] O DOOR,HINGE STILE F,H. sMs 7M-193 ,582 TM-32995 0 INSUL. GLASS PANEL ADAPTER L -� .4.859 .093 II o 2..90 2.197 4.530 123 TM-194 DOOR TOP/BOTTOM RML { iI F °° 1 1 L 1.685 .930 TM-32994 I 3.5100 0 7.689 I .825 I L_� c a.ao 1,7501 L % 1 x �� ,092 -f 187 SS4 9g� a 4.000- s -1.974 It FRAME SILL (SM.) $ 073 .625 o O 50.5797( , is ��(121�M ® SILL COVER .375 �a.0, -180 2.128 M- c o O ACTIVE LEAF LOCK STILE d TM-172 0 BUTT HINGE rsWftcruvw B o OWEATHER-STRIP ADAPTER GW-31828 4.859 ,09J ',O62G �� p4/h" g<m .079 3.790 .999 ��?+� ^ 1,287 � 4.000 � �i.,0(9YIL�"� �9lrefbe Yale d '�- 2'� .186�, .936 �'LA'�1pE.j 7pygx, , .715 .090 � ,,534 .,291.988 Gat -� C±�N.�,1938 �� s n L f� 1799 .825 2.011: 1 .779V� drawing no. � 4.000 SIDEUTE GLAZING SM (LAM. GLASS O INACTIVE LEAF LOCK STILE REINFORCING BAR ALT. DOOR JAMBB/SIDELITE FRAME ALT. FRAME COVER y� W�1-03 TM-38048 Jt TM-182 BA AP 1 S sheet t of 16 11'BY 0 PAH-0 'QUAN-11'YHEAD TN-099 FRAME HEAD -_ MA-HRTAL NAR►./BUpPGER/RBNARKS u 1 1 8083-T8 - 6 2 M5797 1 FRAME SILL (STD.) 8083-T8 �� 2A 8970KB 1 LOW THRESHOLD _ 8063-T8 ,i J 8MM499 2 FRAME JAMB 6063-T6 - Z H JA BA AS REDD, ALT.DOOR JAMB/SIDELRE FRAME ISO -T6 38 BA AS REDD. ALT.FRAME COVER 4 TM-172 I ACTIVE LEAF LOCK STILE 6063-T0 / /A 4A TM-38048 1 INACTIVE LEAF LOCK STILE 6063_76 3 TM-32995 i PANEL HINGE STILE 6053-Ts _ a 11 8 TM-32994 1 PANEL TOP/BOTTOM RAI, 8063-T8 7 aw 31826 4 WEATHERSTRIP,AOAPTFF 8083-T6 END OF DOOR SINES(TOP/BOTTOM) V ® 8 FD 107 3/LEAF BUTT HINGE 8063-TB SULLIVAN&ASSOC. BA 3/LEAF PryOT HWQE 6063-T6 LORA 9 OW30769 AS REDD. SAEUTE HEAD/SILL 6063-T6 - , cc 10 CW 32222 2 DOOR LOCK I 6093-T8 LOCK STILE .s 21 11 OW-34808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM 4"LONG 12 F8 I= 2/LEAF _ FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN&ASSOC. 15 TM-121A AS REDD. 'H'MULLION 6063-TS - 18 32001 AS REO'O. FOAM FILLED BULB W'STRIPPINO .167 X.250 T-SLOT FRAME TOP CORNER 18A 32084 AS REO'D. MULTI FLAP FOAM FILLED BULB W$TRIPPINa _ SIDELITE CORNFR 188 32011 AS REO'D. FOA FILLED BULB W STRIPPING _ .187%.350 T-SLOT 17 mw2/LEAi iLUSHB0I.T GUIDE, LOCK STYLE ENDS(TOP/BOTTOM) OW-T6 M&M PLASTICS 19 TM-79230 1 PAfL BOTTOM RAIL 6063-T6 - 20 - AS REDD. 010 K I J'2"F.N._UNDERCUT SMS. STEEL AT FLUSH BOLTS 1 21 - 2/LEAF 1/2"I THREADED ROD,WASHER&NUT STEEL TOP/MffOM END RAILS V 22 - - DEAD BOLT LOCKMIO HANDLE .. KWjK=gET 23 - 1 MULTI POINT LOCK - ACTIVE LEAF. 41'FROM BOTTOM 25 - 36 DUST PWC(OPTIONINGQ PLASTIC DOOR JAMB INSTALL.SCREW MOLES L_D 26 - AS REGO. 010 x 1"P.H.SMS. (ASSY. SCREW <� J STEEL DOOR FRAME MEMBERS/MUII l2JPS N I Ze OD BAS798 AS REDD. STD. SILL _ YC�m 29 8A AS REDD. HIH SILL ADAPTER(USED WITH STM SILL) -75 - S 30 7M-180 1 SILL COVER ... _T6 _ Zi 31 TM-102 - LOCK STILE REINFORCEMENT TM-157 4 SEIELITE GLAZING'BEM(LAM. CLASS) 8063-T6 SIDE LIT GAZING PERIMETER 35A - 4 SIDEME GAZING BEAD QNSUL,LAM.CLASS) 8063-TB SIDE L GAZING PERIMETER DOOR LEAF GORW J7 TM-15sA OPTLPANEL aUZLN¢BEAD _Ts _ JB 1M-194 - INSUL.0I PANEL ADAPTER 6083-T8 - DOOR COMPONENT B y� t+4w�wyu�clryavam �4 !%" t,�WMI Nw fIwYL Yah <m Iwo Enr..IA a C'V" I (�E 706 .�, s e F c:�.N.,4ax drawing no. FRAME BOTTOM CORNER MID RAIL CORNER Wi 1-03 SINGLE DDDR W/S.H.WOW. APR, tl'7P,1P Sheet 13 O(18 'TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS f / FOR SPACING / •I'I'i .- ALTERNATE p.,• ..� 1 ANCHOR'LOCATION ,! ' I O 3 4 I $ h 18 gD$ _ 8 SEE EIEVAT/IONS FH SYS FOR SPACING S IA J d Wo`YY ! M M 4 M 7. I a=R 4• .... Z m W �Za q o ��a d I o� a MlWDUCT lmvwmY B *I"wmh IM mm =C�Ae 19 �Me -0 C1 gs o.m emmm o x I-r�z"FH SYS a TB' SINGLE (X1 OPERkT�NG UNITS W/ S H WienSEf ELEVATIONS O I I FOR SPACING D 1 I I 2 h a rqr:. •AtIMAD '. d � I I N \ CML FU11.'PE GAN. JB • v � I v TYPICAL ANCHORS d,Oro.Iwing no. EDGE DST. SEE ELEVATIONS ,'t• I. Y►I 1-03 • �I FOR SPACING HI—THRESHOLD OPTION aneet 14 of t 8 3/8"MAX Hi ! 10X1-1/2"fH SMS, #EE ELEVAT10N5 3/9"MAX. JfOR SPACInC F 1 . SHIM VENT WITH :. - I 28Y BUCK 3 .. 3 wow S TUB Dl PG. y TYPICAL ANCHORS Q. < IS 1 O, 7.1 12, 18 FOR SPACING 8 n u 14. Gl <t IL 4 8XT8RIOR TYPICAL ANCHM S SEE ELEV. D.L OPG. (FIXED) FOR SPACING S.H.WINDOW WIDTH HINGE OPTIONS LEAF WIDTH SHEET 5 a� +D DOOR FRAME WIDTH i SEE LOCK OPTIONS U M SHEET 8 J C GT 3/8"MAX. U SHIM C 1 s/e•MAX. KO r_ o_ STR MUCTU E. 3 3 WOOD BUCK ¢Z a M ACTIVE LEAF to a �{ TYPICAL ANCHORS 18 SEE ELEV. ig --- -' FOR SPACING `•+ ° rNA1DUCT ReY1i8p c p��€ p1 TYPIML ANCHORS M1A PM►W �S 18 EXTERIOR 5 •. FOR S ACING O.L.OPG. C.�.�''.. deb 7 LEAF WIDTH m d FRAME WIDTH a�o �I .q,!J d w '.''fhk..PE+70594,�• C.A.N. 75 t SINGLE (X) OPERATING UNITS W/ s u wDWJ '�,1�, �. drawing no. W11-03 '`j 1. sheet 15 of 16 1,DJ7 ITRM/ PART A RRQD. D!)SCRIPTION MATSRIAL MANP./SUPpUSR/RSMARH6 TF .062 1.1OW-31796 1 FRAME HEAD 6083-TB67 082 2.1 TM-117 2887 ��. � •130 �,�. 3.i - 1 FRAME SILL 3 IIJ� J75 6083-re - C 636 �- 1,B7S�_75 , 6063-76 - '250-�I L 5.1 TM36133 1 SIM. VENT TOP LRAIL 60113-TB - j 6.1 TM-112 1 VENT BOTTOM RAIL 8063-T6 - 7.1 OW-31802 2 vFNr,wMe t.1 FRAME HEAD f7•1 FIXED RAIL REINF, 8CLASS STOP ANGLE 8.1 TM-i 15 2 /VENT SPRW40 6063-" _ LOA�p EGRESS LOCK O 6•FROM ENDS W03-TD - n 8A.1 - 2/VEM LATCH LOCK O 6'FROM ENDS CAST r .750 9.1 - AS REO-. GLAZING STOP,WCL( ALUMINUM - 10.1 - 2 VENT STOP(5-1/4'LONG) PLASTIC - qo 11.4 - p _ SPIRAL BALANCE _ CAL U. dl� 0S0 .095 12.A - 4 VENT OUSE __ PLASRC 1.000 ]l.. 49 2.611 13.1 WV-3045 AS RE00. BIAS WEATHERSTRIP L14.1 W43201 AS REO-. F N_SEAL WEATHERSTRIP_ WOOL _ .937 �.t40 1511 W43371 AS REO-. FlN SEAL WEATHERSTRIP WOO _ -1.503 -7 16.4 - i _ FRNMEA-ASSEMBLY SCREWS CRS /10■ V,P.H.SMS _ 17.1 - - flXED RAIL REINFORCING ALUMINU 4.1 FIXED MEETING RAIL 16.5 DOOR STILE REINF, 16.4 - DOOR STILE P43WOMNO gLUMINU 1,75- 6 3.H. WINDOW COMPONENTS 1.502 2 -J'1.6 I '• ' � �NW x 750 C GO 7.1 SASH SIDE RAIL i RAT Z n brt STD. VENT TOP RAIL � .969 I �t�0 S. _e VENT TOP comm *.062 1:875 .+`P� .94J FRAME TOP ORN a {@ .BB24SJV- rwavcr FAVU P 6. �••t16FY�wM r'rook �Y 2.1 FRAME ]MAB tALlJ e.1 SASH LATCH 2.050 S 1.]62 .060 2.826 /' En .IAV MMADd •� 2,725 .062 �•' CNIL 2.230 L I FLAWAQf4�, 70592 ..�• •, g L .662 -11 AER' I S':1012 e .750�• .937--�1 I 6. ' drowfnq no. e.t VENT 9ottOM RAIL3.1 FRAME SILL FRAME BOTTOM CORNER VENT BOTTOM BOTTOM CORN W11-03 sheet 16 of 16