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WS-13-1661Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 206882 Permit Number: WS -7 -13 -1661 Scheduled Inspection Date: February 25, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: NEWBAUER, JEFFREY Work Classification: Window /Door Replacement Job Address: 70 NE 92 Street Miami Shores, FL Project: <NONE> Phone Number (305)799 -0885 Parcel Number 1132060130020 Contractor: GARY BERNHARDT CONSTRUCTION Phone: (305)259 -7575 Bunama uepartment comments REPLACE 3 DOORS WITH IMPACT AND BLOCK UP 2 OPENINGS INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 206858. CREATED AS `� y REINSPECTION FOR INSP- 195863. Not ready Front door not installed as per N.O.A. Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 24, 2014 For Inspections please call: (305)762 -4949 Page 20 of 42 bl ` w Miami Shores Village C1 Building Department JU1- 2 5 2713 g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972__ INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit Noll.) ) ,rt Permit Type: BUILDING ;' ROOFING JOB ADDRESS: 767 sr City: Miami Shores County: Miami Dade Zip: 33 IS l Folio/Parcel #: 11- 32,oA - U 13 - 00 Z a � Is the Building Historically Designated: Yes NO %' Flood Zone: OWNER: Name (Fee Simple Titleholder): JEF P1=Q, F_&J 13 A,1;P a,®. Phone #: City: IM I a lYM I State: (® Zip: 33/38 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: G [IL l� � ? ( . Bonding Company's Name (if applicable) Bonding Company's Address City State 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 perm' is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I f`\ '- Signature pp �-' '� `" � Signatu�e Owner or Agent The foregoing instrument was acknowledge day of r J 201 , b; &f ( t who is bersnown to me or who has NOTA Sign: Print: My Commission Expires: APPROVED BY be ore e this e:w vP,iL oath. SAY cOlAwssloiq # EE122515 E)(PIRES Auguat 16, 2015 V v Contractor The foregoing instrument was ackn wledged before me this day of S o'�. 20 t?� , byC t1 who is personally know n ,to me or who has produced v Plans Examiner 1) Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/09) Sign:'. Print: My Commission Expires: arµslNAp AAIVARMath. , Co4a@wSSION # EE122515 EXPIRES August 16, 2015 �x Zoning Clerk �� �, ,� I'I� 7/22/13 N Property Search- Report Property Information: Folio 11- 3206 -013 -0020 Property Address 70 NE 92 ST Owner Names) JEFFREY ADAMNEWBAUER MALENA BOTTA NEWBAUER Mailing Address 70 NE 92 STREET MIAMI SHORES FL 33138 Primary Zone 1000 SGL FAMILY - 2101 -2300 SQ Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds /Baths /Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,826 Lot Size 9,675 SO FT Year Built 1946 Full Legal Description MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 4 & E1/2 OF LOT 5 BLK 1 LOT SIZE 75.000 X 129 OR 18617 -4367 05 1999 4 Assess ment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $125,695 $108,280 $83,292 Building Value $126,256 $146,716 $142,143 Market Value $251,951 $254,996 $225,435 Assessed Value $251,951 $254,996 $120,467 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $0 $0 $104,968 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Senior Homestead Exemption $0 $0 $50,000 Widow Exemption $0 $0 $500 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). g isweb. miarridade. gov/PropertySearch/printMap.htm MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez- Canlera Property Appraiser Aerial Photography 2012 N Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Exemption/ Exemption/ Taxable Taxable Taxable County $50,000/$201,951 $50,000/$204,996 $100,500/$19,967 School Board $25,000/$226,951 $25,000/$229,996 $25,500/$94,967 City $50,000/$201,951 $50,000/$204,996 $50,500/$69,967 Regional $50,000/$201,951 $50,000/$204,996 $50,500/$69,967 Sale Information: Date Amount ORBook -Page Qualification Code 3/2013 $420,000 28541 -4067 Sales qualified as a result of examination of the deed 5/2011 $100 27689 -0674 Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ow nership w here no doc stamps were paid; or, Transfer of ow nership by other than a deed such as a final judgement or court order. 2/2011 27601 -3866 Sales qualified as a result of 1$335,000 exarnation of the deed 2/2011 $100 27601 -3864 Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ow nership.w here no doc stamps w ere paid; or, Transfer of ow nership by other than a deed such as a final judgement or court order. 1/2 J7/22113 0 Disclaimer: Property Search - Report on yu iow r-400r cares w na;n are oisquaaraea as a result of examination of the deed 711998 $0 182042828 Sales w hich are dlsquallfled as a result of examination of the deed 11/1980 $97,500 10928 -0562 Sales w hich are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and QS data to reflect the latest property information and GIS positional accuracy. No warrantics, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.mianiidade.gov/info/disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov ®S inquiries, comments, and suggestions email: es@miamidade.gov Generated on: Mon Jul 22 2013 g isweb. miamidade .goxdProperb6mch/printMap.htm 2J2 Mimi Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: WS13 -1641 August 15, 2013 Building Critique Sheet Page 1 of 1 Plans are not dimensioned. Height is not shown. In the table (schedule), the window mark /label is not included. Mehdi Ashraf Building & Structural Reviewer 9 a , Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 29, 2013 Permit No: WS13 -1661 Structural Critique — Sved Ashraf 1. 1) ^qifffised� pressure a very low. Us ! T and _ffeetive wind area (E ft in th wi ad ca ulati 2. 2) Provide dimensions and height on the plan at least at the area of work. 3. 3) In filled cell detail, show dowels (48 times bar diameter) along with the main reinforcement. The bar details provided are not practically possible. CAD ri S 1V1 Pi�• Irv& &E Wv ,00 rwtilr MOW _._�__— -- - fill III P \A« 40 Itil S yo ti} bact� plan If any sheets are voided, . . plans and replace r; sheets • Include one of r:: • • sheets In the re-submittall drawings. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: � �� 8—)(k DATE: '11)01 I, AV\Ar A\q"Xz- N4 Contractor • Owner • Architect Pic a l'up 2 sets of plans an ther) 4 iU Address: From the building department on this date And /or get County stamps. I derstand Shores Village Building De artment to on Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 1-�4 51� to have corrections done to plans the plans need to be brought back to Miami permitting process. F: Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:_1 /!JS —DATE:—IL6 I3 I, 60� — V1 \ �N 0.l./ Contractor Owner o Architect Pick 2 sets of plans and (o her) Address: From the building department on this date in order to have corrections done to plans And /or get County Shores Village Buildin Department Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: S PERMIT CLERK INITI that the plans need to be brought back to Miami ntinue permitting process. 01 b T Ir Ronald Duran, P.E. Structural Engineer Ph.: (305) 992 -3991 Date Printed: 8120/2013 Fax: (305) 264 -8220 E -mail: ronald@RonDuranPE.com Window Wind Pressure Calm File: WindowWindCalcs2 -10sf adjust An Date: August 12, 2413 Sheet: Cvr %0111ru11iii ��� �p DUftq •f'E N Se**.. . • �+ 36076 ••i • r •_ so'T ° ' •� •00.00••• Itl % �FSSi O N P; Page: 1 of 5 Ronald Duran, P.E. Structural Engineer Table of Content Description Input Data Date Printed: 8/20/2013 STRUCTURAL CALCULATIONS Project: New Bauer Residence Wind Pressure for Components and Claddings 'I Z ! T Ph.: (305) 992 -3991 Fax: (305) 264 -8220 E -mail: ronald @R6nDuranPE.com Page 3 2 File: W1ndowWlndCalcs2 -10sf adjust.Am Sheet: Indx Page: 2 of 5 T i Ronald Duran, P.E. Structural Engineer Date Printed: 8/20/2013 PROJECT: New Bauer Residence TASK: Window Wind Pressure Caics WIND CODE REQUIREMENT: FBC 2010 AND ASCE 7 -111 Ph.: (305) 992 -3991 Fax: (305) 264 -8220 E -mail: ronald @RonDuranPE.com Date: 22- Jul -13 Proj. No.: Building Category Miami -Dade County Broward County Other Counties V Ultim. V Service V Ultim. V Service V Ultim. V(Service) 1 165 128 156 121 aries (Varies) II 175 136 170 132 (Varies) (Varies) III and IV 186 144 180 139 (Varies) (Varies) Service Factor to affect Ultimate Pressure, S = 0.60 WIND DATA Ultimate wind speed, V = Building Category: Exposure Category: Opening Condition: Directionality Factor Kd = GEOMETRY DATA Largest Building Dim., L = Smallest Building Dim., B = Roof Average Height, h = Roof Pitch x112, x = Roof Overhang, Lo = Building Enclosure Condition: (6.2 Definitions) 175 mph (3 -sec. gust) II C 3 Enclosed 1.00 62.00 ft 56.00 ft 15.00 ft 5.00 in 2.00 ft Area of wall considered for classification, Ag = Area of all other walls in building balance, Agi = Total Area of Openings in wall, Ao = Area of openings in building balance, Aoi = 0.01Ag = 1.00 ft2 Ao /Aoi = 999.00 Open building condition: Is Ao > 0.8Ag? No Is Ao > Min.? No Selected design condition: Gust Effect factor Topographic Factor: 22.62 deg. 1 Open 2 Partially enclosed 3 Enclosed 100.00 ft2 100.00 ft2 0.00 ft2 0.00 ft2 Min. of 4 ft2 and 0.01Ag = Aoi/Agi = Partially enclosed condition: Is Ao > 1.1Aoi? Yes Is Aoi/Agi < 0.20? Yes 3 Enclosed Kzt = (1 + K,KaK3)2 For Miami -Dade and Broward, K, = 0.00 File: VV1ndowWindCalcs2 -10sf adjust -An Sheet: Inp 0.00% 0.00% 4.00 ft2 0.00 G = 0.85 Kzt = 1.00 Page: 3 of 5 Ronald Duran, P.E. Date Printed: 8/2012013 Phone: (305) 992 -3991 Structural Engineer Fax. (305) 264 -8220 E -mail: ronald @RonDuranPE.com WIND PRESSURE ON COMPONENTS AND CLADDINGS Project: New Bauer Residence BASED ON ASCE 7 -10, FOR BLDGS W/ MEAN ROOF HEIGHT :5 60 FT Task: Window Wind Pressure Calcs Ultimate Wind Speed, V = 175 mph Max. Truss Span, Lo = 30.00 ft Min. building width: B = 56.00 ft Min. of 0.1.13 vs 0.4 h = 5.60 ft Max of 0.04.13 or3ft = 3.00 ft Then Zone 5 width a = 5.60 ft Enclosure Condition: 3 Overhang: 2.00 ft Are press. on zone 4-5 for windows? Y Exposure: C Zg = 900.0 ft Ht., h = 15.00 ft at = 9.5 Kd = 1 Kzt = 1.00 KZ = Kh = 0.85 Roof pitch x/12, x = 5.00 in. © = 22.62° 0% red. Roof parapet height, hp = 0.00 ft (GCp) I +l = 0.18 (GCpi) F l = -0.18 Overhang (GCp� = 0.00 Max Cladding Area: Max Wall Area: Calculation of wind pressure for Ultimate Wind Velocity: Basic Veloc. Pressure: qZ = 0.00256•KZ KfKd•V2 qh = 66.55 psf Calculation of wind pressure for Service Wind Velocity: (1) Factor to affect Ultimate Pressure, S = 0.60 (From 'Input' sheet) (Vote: Kd is used in conjunction with ASCE load combinations. See sheet'Load' File: W1ndowW1ndCalcs2 -10sf adjust.idsx Sheet: Cladl-o Conditions and parameters Zone Roof Areas Walls 0:57- 7 <0<27 27<0<45 flag -> 0.00 1.00 0.00 10 Zone 1: wall 4,5) 0.00 -0.90 0.00 1.00 0.00 -0.80 0.00 0.70 Zone 2: (wall 4) 0.00 1 -1.70 0.00 -1.10 0.00 -1.20 0.00 -0.80 Zone 3: (wall 5) 0.00 -2.60 0.00 -1.40 0.00 -2.00 0.00 -0.80 Zone 1,2,3 Pos.Press. 0.30 0.50 0.90 100 1 0.20 0.30 0.80 500 P = Putt = ge[(GCP) - (GCpJj Psery = S ' Puk Page: 4 of 5 Ronald Duran, P.E. Structural Engineer Date Printed: 8/20/2013 Phone: (305) 992 -3991 Fax: (305) 264 -8220 E -mail: ronald @RonDuranPE.com .-k COMPONENTS AND CLADDINGS ON BUILDING SIDES °) Mark Edge Distance Ift] Effective Width [ft] Cladding Height [ft] Effective Area [ftj %Cladd. in Zone 5 (GCP) [ +] Zone 4 and 5 GC oll H Ultimate PressuM Service Pressure p [ +] psf p [ ] psf p [+] psf ] p [ [ psf ] Zone 4 Zone 5 Wall Zone 4 5.60 5.60 15.00 84 0.00 0.84 -0.94 -1.07 67.7 - 74.3 40.6 -44.6 Wall Zone 5 0.001 5.60 16.80 94 100.00 0.83 -0.93 -1.061 67.1 - 82.3 40.3 -49.4 Door 1 14.00 3.25 7.50 10.00 0.00 1.00 -1.10 -1.40 78.6 -85.2 47.1 -51.1 Door 2 22.00 3.25 7.00 10.00 0.00 1.00 -1.10 -1.40 78.5 -85.2 47.1 -61.1 Door 3 23.00 2.75 7.00 10.00 0.00 1.00 -1.10 -1.40 78.5 -85.2 47.1 -51.1 Garage Door 2.00 8.00 8.00 ` 10.00 45.00 1.00 -1.10 -1.40 78.5 -94.2 47.1 -56.5 Wdow1: Next to Covered Entry 25.00 6.00 8.00 , •19,00 0.00 1.00 -1.10 -1.40 78.5 -85.2 47.1 -51.1 Wdow2: Clockw is from wdow 1 4.00 6.00 TO-0 :' 10.00 26.67 1.00 -1.10 -1.40 78.5 -90.51 47.1 -54.3 Wdow3: Clockwis from wdow 2 6.00 3.00 8.00 10,00 0.00 1.00 -1.10 -1.40 78.5 -85.2 47.1 -51.1 ( *) Claddings in this program are defined as attachments or elements other than wall and roof framing structures. Notes: 1. Plus or minus signs indicate pressure acting toward and away from the surface, respectively. 2. Pressure values given on the last two columns have the influence of Zone 5 already included. Fite: W1nda6%W1ndCa1cs2 -10sf Aust..Asx Sheet: Cladl-o Page: 5 of 5 z M M DE MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 20h Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3152599 NOTICE OF ACCEPTANCE (NOA) o lTbbttp://www.min idade.aWeconomv/ Nan Ya Plastics Corporation USA -� 8989 North Loop East Suite 800 AW 2 8 2013 Houston, TII; 77029 -1217 COPY SCOPE: BY: This NOA is being issued under the applicable rules and regulations governing the of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Distinction" Fiberglass Outswing Glazed Doors w/ wo Sidelites — L.M.L APPROVAL DOCUMENT: Drawing No. NAN0011, titled "Distinction Double Impact Entry O.S. Door w/ Sidelites ", sheets 1 through 10 of 10, dated 04/21/08, with revision "C" dated 04/25/12, prepared by PTC, LLC, signed and sealed by Robert James Amoruso, P. E., bearing the Miami—Dade County Product Control Section 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 LIMITATION: Full length wood reinforcements item 17, 18 and 20 at lock — stiles are required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Taipei, Taiwan, Republic of China, series, and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-0425.12 and consists of this page 1 and evidence pages lsl, E2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12- 0612.02 Ma, .. .; Expiration Date: March 04, 2014 Approval Date: September 27, 2012 Page 1 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08- 0425.12) 2. Drawing No. NAN0011, titled "Distinction Double Impact Entry O.S. Door w/ Sidelites ", sheets 1 through 10 of 10, dated 04/21/08, with revision "C" dated 04/25/12, prepared by PTC, LLC, signed and sealed by Robert James Amoruso, P. E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of Fiberglass Outswing glazed Door w/ Sidelites, prepared by ETC Laboratories, Test Report No. ETC -06- 255 - 174121.4, dated 02/15/08, signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08-0425.12) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC, prepared by PTC Engineering, Inc., dazed 04/21/08, signed and sealed by Douglas J. McDougall, P. E. (Submitted under previous NOA No. 08-0425.12) 2. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. 2. Notice of Acceptance No. 10- 1209.01 issued to ODL, Inc. for their "ODL HP Polypropylene Series High Performance Door Lite Material - Component Approval" dated 01/20/11, expiring on 01/17/16. 3. Test Report No. ETC -05 - 255- 17900.0, prepared by ETC Laboratories, dated 06/28/06, issued by Nan Ya Plastics Corporation USA, for their Phenolic Foam Board (P/N: ETC06013), Ignition Properties of Plastics per ASTM D1929 -96, signed and sealed by Joseph L. Doldan, P. E. (Submitted under previous NOA No. 08- 0425.12) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0612.02 Expiration Date: March 04, 2014 Approval Date: September 27, 2012 E -1 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Test reports No.'s CTLA -1042W and CTLA- 1042W -1, prepared by Certified Test Laboratories, Inc., dated 03/21/03, issued by Certified Test Laboratories, Inc., for their aluminum glazed ODL lite —kit doors, Air Infiltration Test, per FBC, TAS 202- 94, Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94, Water Resistance Test, per FBC, TAS 202 -94, Large Missile Impact Test per FBC, TAS 201 -94, Cyclic Wind Pressure Loading per FBC, TAS 203 -94 and Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 and Tensile test per ASTM E8 /A -370, both signed and sealed by Ramesh Patel, P. E. and Lyndon F. Schmidt, P. E. (Submitted under previous NOA No. 08- 0425.12) 5. Test report No. ETC -05 -255- 16776.1, prepared by ETC Laboratories, dated 07/06/06, issued by Nan Ya Plastics Corporation USA, for their SMC Fiberglass material (P/N: ETC05033), 4500 exposed Xenon Arch & tensile strength per ASTM D 638 -03, Tensile strength, ASTM D 638 -03, Smoke density per ASTM D2843 -99, Rate of burning per ASTM D 635 -98, Self ignition per ASTM D1929 -01, signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08- 0425.12) 6. Test report No. ETC -05- 255 - 17144.0, prepared by ETC Laboratories, dated 07/03/08, issued by Nan Ya Plastics Corporation USA, for their Rigid PVC plastic (P/N: ETC06024), Standard Test Method for Ignition Properties of Plastics per ASTM D1929 -96, Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics per ASTM D2843 -99, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self- Supporting Plastics in a Horizontal Position per ASTM D635 -98, Standard Test Methods for Tensile Properties of Plastics for exposed & unexposed sample Xenon Arch after 4500 Hours, per ASTM D638 -03, signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08- 0425.12) 7. Test report No. ETC -05- 255- 16776.0, prepared by ETC Laboratories, dated 01/04/06, issued by Nan Ya Plastics Corporation USA, for their SMC (P/N: ETC05033) Standard Test Method for Ignition Properties of Plastics per ASTM D 1929 -96, Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics per ASTM D 2843 -99, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self— Supporting Plastics in a Horizontal Position per ASTM D 635 -98, Standard Test Methods for Tensile Properties of Plastics per ASTM D 638 -03, signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08- 0425.12) J Gascon, P. E. Product Control Section Supervisor NOA No. 12 -0612.02 Expiration Date: March 04, 2014 Approval Date: September 27, 2012 E -2 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 8. Test Report No. ETC -06 - 255- 17412.0, prepared by ETC Laboratories, dated 04/25/06, issued by Nan Ya Plastics Corporation USA, for their Phenolic Foam Board (P/N ETC06013), Standard Test Method for Surface Burning Characteristics of Building Materials per ASTM E84 -05, signed and sealed by Joseph Labors Doldan, P. E. (Submitted under previous NOA No. 08-0425.12) 9. Test report No. ETC -05 -255- 16777.1, prepared by ETC Laboratories, dated 07/26/06, issued by Nan Ya Plastics Corporation USA, for their Cellular PVC (P/N: ETC05034), Standard Test Method for Ignition Properties of Plastics per ASTM D1929-96, Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics per ASTM D2843 -99, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self- Supporting Plastics in a Horizontal Position per ASTM D635 -98, Standard Test Methods for Tensile Properties of Plastics per ASTM D638 -03, signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08- 0425.12) F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, issued by PTC, LLC, dated 04/25/12, signed and sealed by Roberti. Amoruso, P. E. 2. Statement letter dated 09/04/2012, for standard equivalency of ASTM D635 -98/ 03 conforming to FBC 2010 for above referenced test reports, issued by PTC, LLC, signed and sealed by Robert James Amoruso, P. E. 3. Laboratory addendum letter for Test Report No. ETC -06 - 255 - 174121.4, dated 12/18/08, issued by ETC Laboratories, all signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08-0425.12) 4. Laboratory compliance letters for Test Reports No.'s ETC -06- 255 - 174121.4, dated 02/15/08, ETC -05 - 255 - 17144.0, dated 07/03/08, ETC -05 - 255 - 16776.1, dated 07/06/06, ETC -06 -255- 17412.0, dated 04/25/06, ETC -05 - 255 - 16776.0, dated 01/04/06, ETC -05 - 255 - 17900.0, dated 06/28/06 and ETC -05 - 255 - 16777.1, dated 07/26/06, all issued by ETC Laboratories, all signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08- 0425.12) S. Laboratory compliance letters for Test Reports No.'s CTLA -1042W and CTLA- 1042W -1, all issued by Certified Test Laboratories, Inc., both dated 03/21/03, signed and sealed by Ramesh Patel, P. E. an d n F. chmidt, P. E. (Submitted under previous NOA No. 08- 0425.12) Jaime D. Ga n, P. E. Product Control Section Supervisor NOA No. 12 -0612.02 Expiration Date: March 04, 2014 Approval Date: September 27, 2012 E -3 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Proposal No. 06 -2191, issued by Product Control, dated 11/06/06, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 08- 0425.12) G. OTHERS 1. Notice of Acceptance No. 08-0425.12, issued to Nan Ya Plastics Corporation USA for their Series "Distinction Fiberglass Outswing glazed Doors w/ wo Sidelites — L.M.I.", approved on 03/04/09 and expiring on 03/04/14. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12 -0612.02 Expiration Date: March 04, 2014 Approval Date: September 27, 2012 E -4 NAN YA PLASTICS CORP. DISTINCTIONIli.�'PACT DOUBLE ENTRY 0. S. DOOR W /SIDELIGRTS IN. STALLATIONANCSORAGE DETAILS GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 2D07 AND 2010 FLORIDA BUILDING CODE (FBC), INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIREMENTS, AT THE DESIGN PRESSURES STATED HEREIN. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT OETC-07- 255.1844&3 DATED 121032008. AND ASSOCIATED LABORATORY STAMPED DRAWINGS. 3. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO THE STANDARDS LISTED IN THE 2007 AND 2010 FLORIDA BUILDING CODE (FBC) AND IS IN COMPLIANCE WITH SAID STANDARDS, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIREMENTS. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND WOOD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT OF RECORD. 5. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT OF RECORD AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION) TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. THEN THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: &OUTSIDEIIVHZ REQUIRE THAT A LICENSED ENGINEER® OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. B. INSIDE HVHZ: REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINS) FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION. 7. IN HVHZ AREAS, USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE HVHZ REQUIREMENTS OF THE 2007 AND 2010 FBC IS NOT MANDATORY FOR THE PRODUCT HEREIN. 8. DOOR FRAME AND PANEL FRAME MATERIAL: FOAM PVC DOOR PANEL SKIN IS MOULDED FIBERGLASS SIGN . 9. GLASS MEETS THE REQUIREMENTS OF ASTM El 3W-0401 GLASS CHARTS. SEE SHEET 3 AND 4 FOR GLAZING DETAILS. INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM ALLOWABLE SHIM SIZE OF 114 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIM SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 10. DOOR CONSTRUCTION: FIBERGLASS SKIN W/ PHENOLIC 4. FOR INSTALLATION INTO WOOD FRAMING, USE 812 WOOD FOAM CORE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11. A 1/J INCREASE IN ALLOWABLE STRESS FOR WIND 1112 INCH MINIMUM EMBEDMENT. LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN. 5. FOR INSTALLATION THROUGH 1X BUCK (BUCK TO BE VERTICAL SECTIONS AND GLAZING DETAIL PROPERLY SECURED) TO CONCRETE I MASONRY, OR 12. ACTIVE DOOR, INACTIVE DOOR AND SIDELLTE PANELS ® DIRECTLY INTO CONCRETE / MASONRY, USE 114 INCH ITW CAN BE GLAZED USING GLAZING DETAIL A ON SHEET 3 TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 114 INCH OR GLAZING DETAIL B ON SHEET 4.® MINIMUM EMBEDMENT. C 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 ELEVATION AND ANCHOR LAYOUT 3 VERTICAL SECTIONS AND GLAZING DETAIL 4 VERTICAL SECTIONS AND GLAZING DETAIL 5 VERTICAL SECTIONS 6 VERTICAL SECTIONS' 7 HORIZONTAL SECTIONS S HORIZONTAL SECTIONS g 1 BILL OF MATERIALS 10 1 COMPONENTS 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. S. FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK- 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIR ED BY THE ANCHOR MANUFACTURER. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - PT SOUTHERN YELLOW PINE. MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI AND COMPLIES WITH ACI 301. C MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. DESIGN PRESSURE RATING (PSF) IMPACT RATING WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED LARGE MISSLE IMPACT tb &0 t50.0 J fL O J Z I W as m gEv QZ r c: I'Ri a� 0 U�J m Q C Ed a tq Ly� g p ml �I °I m— �pp6 g� OA FRAME WIDTH ®104.625' PASSIVE PANEL AE-V--l'\ WIDTH= 35.75' ACTIVE PANEL 3 3 SIDELIGHT WIDTH = 13.75° WIDTH = 35.75' s 8 4 a �� -SEE DETAIL A (SHEET 8) � Iwacrn � cTlYl: � / DOOR OA D.L.O. V PANEL FRAME HEIGHT 6 5 HEIGHT HEIGHT 85.750• Ho. D.L.O. H 79.250" 81.125° 7 D.L.O. SIDELIGHT G 66° O G." HEIGHT HEIGHT 7 I O R 7 62 79.250" 7 7 O x X 0 D.L.O. WIDTH - 6.25' e 4 3 D.L.O. WIDTH = 28.25° D.L.O. WIDTH = 20.50' 1P . NATION ap ruicicava OA FRAME WIDTH =104.625' PASSIVE PANEL WIDTH - 35.75" ACTIVE PANEL SIDELIGHT WIDTH =13.75" WIDTH - 35.75' 8 8 4 4 Q IN La. e K e SIDELIGHT O HEIGHT 78250' D.L.O. WIDTH = FAM On C 16 v. Nola L v � 7' OA FRAME WIDTH = 104.625® 4" MAX. FROM CORNERS (TYP.) 4' 3" 4" 3° 4" MAX. FROM �4' �3t 4" 4" CORNERS (TYP.) 11 81/1' MAX. O.C. (TYP.) O FRAME HEIGHT 81.125' 1 1!2" 5' � 5° �-3° 6° 3" 5° 5° MAX. FROM 3" CORNERS (TYP.) INSTALLATION ANCHOR TYP. ANCHOR LAYOUT EXTMOR TYPICAL GIAMD OR OPAQUE SMELITFS �1 qqa N rZ 0 Y o� a�u go gab 6 K` a u'a a y �Qi r U d c L DOOR 6 PANEL e 7o.7s 7925 w D.L.O. OAI� ' a HEIGHT FRAME �•�� HEIGHT 38.76' I 6,.'25' qi ELEVATION = 20.50' ExrMOR INACTIVE ACTIVE o x o x o O �1 qqa N rZ 0 Y o� a�u go gab 6 K` a u'a a y �Qi r U d c L DOOR 6 PANEL e 7o.7s 7925 w D.L.O. OAI� ' a HEIGHT FRAME �•�� HEIGHT 38.76' I 6,.'25' qi ELEVATION = 20.50' ExrMOR EXTERIOR FINISH CONCRETE / MASONRY BY OTHERS BY OTHERS 2 -1/2° MIN. EDGE DISTANCE CAULK BETWEEN WOOD 29 BUCK AND CONCRETE / ,• -. , - •. ..• •, . a:. MASONRY BY OTHERS °• •`.^r ` + 1X WOOD BUCK BY OTHERS (SEE =° r. i 1 -1/4° MIN. NOTE 3 ON SHT. 1) 1" '+•. EMBEDMENT 1 1/4° MAX. PERIMETER CAULK----' 5 BY OTHERS BY MAx PAN 34 SEE GLAZING DETAIL HEIGHT �A ON SHEET 3 OR B MAX. FRAME HEIGHT 81 25° � ON SHEET 4 GLAZING DETAIL A (SEE SHEET 1 c VERTICAL SECTION GENERAL NOTES 12) ` CONCRETE/MASONRY SUBSTRATE GLAZED SIDELrM (A) PERIMETER CAULK (BY OTHERS) CONCRETE / MASONRY (BY OTHERS) - 1 -1/4° MIN. tr '.•'1: , EMBEDMENT .'; 29 2 -1/2" MIN. EDGE DISTANCE VERTICAL SECTION D CONCRETE /MASONRY SUBSTRATE GLAZED SIDELTTR (A) FRAMING BY SHEATHING BY EXTERIOR FINISH BY PERIMETER CAULK BY OTHERS A FRAME HEIGHT PRIOR 3/4" MIN. EDGE DISTANCE 1 -1/2" MIN. �EMBEDMENT �(F 1 1/4° MAX. �l SHIM VERTICAL SECTION F WOOD FRAME SUBSTRATE GLAZED SIDELTTE (A) P2 23 38 37 24 _ 34 / \ I 0.500" EXTERIOR ; _ GAS BITE INTERIOR / 7 / — — CARDINAL GLASS 1° OA LAMINATED IMPACT GLASS CONSISTING OF: 1/8" EXTERIOR TEMPERED GLASS. 0.540 AIR SPACE (Al —S SPACER), 1/8" ANNEALED GLASS, 0.090" PYB INTERLAYER BY SOLUTIA, 1/8° ANNEALED GLASS (INTERIOR) ® GLAZING DETAIL A �g J 0 o �z w� gwg a B � a a yo LL $ O ` 0 0U1Z Ld a 91 2'a _ z° iw C (L LL K EXTERIOR FINISH BY OTHERS CAULK BETWEEN WOOD BUCK AND CONCRETE / MASONRY BY OTHERS 1X WOOD BUCK BY OTHERS (SEE NOTE 3 ON SHT. 1) PERIMETER CAULK BY OTHERS MRI _• FRAME PANEL HEIGHT HEIGHT 81_125° 79.25° PERIMETER CAULK (BY OTHERS) CONCRETE / MASONRY (BY OTHERS) CONCRETE / MASONRY BY OTHERS 2 -1/2" MIN. EDGE DISTANCE 1 -1/4" MIN. +: 1 EMBEDMENT 1 1/4- MAX. SHIM FRAMING BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS ®38 PLACED BEHIND #11 21" IN LENGTH X. ® FRAME HEIGHT rywmOR 1 1 CONCRETE / MASONRY SUBSTRATE GRAY DURASEAL GLAZING DOOR PANEL (8) SPACER BY TRUSEAL• /4" X 1/2" CLOSED CELL FOAM TAPE #38 PLACED BEHIND 11 38 $11 34" IN LENGTH & #38 ON TOP OF #11 34" IN LENGTH v . 1 -1/4" MIN. EMBEDMENT 2 -1/2" MIN. EDGE DISTANCE A VERTICAL SECTION CONCRETE /MASONRY SUBSTRATE DOOR PANEL (B) 3/4- MIN. EDGE DISTOIWIF_ Hill - =man la F- yZ O 27 ' \ INTERIOR z g Z 0 / GLAZING DETAIL 8 r z E 27® (SEE SHEET 1 = u�W GENERAL NOTES 12) VERTICAL SUBECT�ION op DOOR PANEL (8) o \ INTERIOR / \ 27 1 I I 1 3/4" GLASS SITE 1" O.A. LAMINATED IMPACT GLASS CONSISTING OF' 1/8" INTERIOR TEMPERED GLASS, 0.540" AIR SPACE, 1/8" ANNEALED GLASS, 0.090" SAFLEX PVB INTERLAYER BY SOLUTI& 1/8" ANNEALED GLASS (PER CURRENT NOA) ® GLAZING DETAIL B ODL I= MT (PER CURRENT NOA) w N �® 3 .0 a o LL K EXTERIOR FINISH BY OTHERS CAULK BETWEEN WOOD BUCK AND CONCRETE / MASONRY BY OTHERS 1X WOOD BUCK BY OTHERS (SEE NOTE 3 ON SHT. 1) PERIMETER CAULK BY OTHERS FRAME HEIGHT 81.125" SIDELITE HEIGHT CONCRETE MASONRY BY OTHERS 2-1/2- MIN. EDGE DISTANCE. 29 EMBEDMENT Owli� —pis— t:N = t �����4������. SHIM Ilse �i�� F7 pp'� VERTICAL SECTION IY CONCRETE' / MASONRY SUBSfRATE OPAOUE SIDELITE 3/4" MIN. EDGE DISTANCE FRAMING BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS ® FRAME HEIGHT EXTERIOR 1 -1/2" MIN. EMBEDMENT 1/4- MAX. l�J SHIM VERTICAL SECTION ASTRAGAL &SHOOT BOLT O WOOD FRAMESUBSfRATE COMBINATION BY ENDURA� OPAQUESIDELITE lNTMIOS EXTERIOR ,( HORIZONAL SECTION DOOR PANEL (A) / DOOR PANEL (A) S S' 0 g o gab a w w a a v -1 a L 0 N O 3 e Scn F- yU o-, tll IL Z U ui U IL E Z _03 U) IL N z ui �d V PERIMETER CAULK `P.•.'r :.> 1_1/4" MIN. ` ';r:. (BY OTHERS) 5� , EMBEDMENT CONCRETE / MASONRY ^4 :' •':� : • •; ` 29 (BY OTHERS) 2 -1/2" MIN.:: EDGE DISTANCE VERTICAL SECTION CONCRECEI MASONRY SUBSMATE OPAQUE SIDELITE 3/4" MIN. EDGE DISTANCE FRAMING BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS ® FRAME HEIGHT EXTERIOR 1 -1/2" MIN. EMBEDMENT 1/4- MAX. l�J SHIM VERTICAL SECTION ASTRAGAL &SHOOT BOLT O WOOD FRAMESUBSfRATE COMBINATION BY ENDURA� OPAQUESIDELITE lNTMIOS EXTERIOR ,( HORIZONAL SECTION DOOR PANEL (A) / DOOR PANEL (A) S S' 0 g o gab a w w a a v -1 a L 0 N O 3 e Scn F- yU o-, tll IL Z U ui U IL E Z _03 U) IL N z ui �d V EXTERIOR FINISH BY OTHERS CAULK BETWEEN WOOD BUCK AND CONCRETE / MASONRY BY OTHERS 1X WOOD BUCK BY OTHERS (SEE NOTE 3 ON SHT. 1) PERIMETER BY FRAME HEIGHT 81.125' DOOR HEIGHT 79.25" IA CONCRETE / MASONRY 13Y OTHERS 2 -1/2" MIN. EDGE DISTANCE �fl : •: 1 i_ � PERIMETER CAULK (BY OTHERS) CONCRETE / MASONRY _ (BY OTHERS) VERTICAL SECTION T CONCRETE I MASONRY SOBSTRATE BOOR PANEL (A) FRAMING BY SHEATHING BY EXTERIOR FINISH BY #38 PLACED BEHIND #11 19' IN LENGTH MAX. ®FRAME HEIGHT PERIMETER CAULK BY OTHERS O ' • a• CE PLACED BEHIND .' #38 ON • 34' IN LENGTH rl ♦...�� I,....� .'N 4 INACME EMBEDMENT m 7 25 o m m• m m EDGE CAL SECTION �l�T g 3/4' MIN. EDGE DISTANCE 30 w w ' �y 1 -1/2" MIN. w g n a r A. EMBEDMENT v m a 5 1 /SHIM wiiiiiiiiii p_ : X38 PLACED 17 38 BEHIND X11 3 o m EXTERIM NNTERIOR y £ o 19" IN LENGTH go ya $W o a� � >0 yN Z ; WO H l i U 7 N . U BSI O ' • a• CE PLACED BEHIND .' #38 ON • 34' IN LENGTH rl ♦...�� I,....� .'N 4 INACME EMBEDMENT m 7 25 o m m• m m EDGE CAL SECTION JAB HORIZONTAL SECTION DOOR PANEL. (B) / DOOR PANEL (B) L4 20 T �z° 'W ea �l�T JAB HORIZONTAL SECTION DOOR PANEL. (B) / DOOR PANEL (B) L4 20 T �z° 'W ea SEE GLAZING DETAIL A ON SHEET 3 OR 8 ON SHEET 4Q 1 -1/4° MIN. EMBEDMENT 1 -1/2° MIN. EMBEDMENT INTERIOR 1/4° MAX. SHIM OOD FRAME � 1/4° MAX. SHIM ® 6 23 31 22 4 30 BY OTHERS T— +: 29 5 4 1 2 23 6 MIN. EDGE +•, ' :•:' DISTANCE +' 3/4° MIN. EDGE CONCRETE/ DISTANCE MASONRY BY OTHERS i E I i' c i ` —PERIMETER CAULK 1X WOOD BUCK , BY BY OTHERS '4i: OTHERS (SEE NOTE 3 r;r •1 '�r ON SHT. 1) CAULK BETWEEN ` d ix:" 31 22 24 34 7 7 34 24 `~ " '° "' ® ® SEE GLAZING SHEATHING WOOD BUCK AND 7: °e'r r ": + BY OTHERS CONCRETE/ DETAIL A ON MASONRY SHEET 3 OR BY OTHERS ON SHEET 4 BY OTHERS ORFlNISH EXTERIOR FlNISH MAX. FRAME WIDTH 104.625 BY OTHERS HORIZONTAL SECTION HORIZONTAL SECTION G CONCRETE / MASONRY SUBSTRATE fi WOOD FRAME SUBSTRATE SIDELITE(A) SD)RLrrE(A) °... .. ,. .. . r, , .....,.�„ INTERIOR I HORIZONTAL SECTION MULLION SMELITE (A) / DOOR PANEL (A) N a a o � g a Ir 00 � o A W A 'o n1 V H �8 i to JZW. �� 8 ao SS ZO WK = m= o �o LAZING r2�� A ON 30R B IEET 4A W 1d N EXTERIOR DOOR PANEL (B) SID�g(A) lV HORIZONTAL SECTION R MULLION DOOR PANEL (B) /SWEIM (A) HORIZONTAL SECCTION //�� #10 XX 2 PH M SCREW A 27 15 27 Q 1201 77 P I N Molze Q HORIZONTAL SECTION DOOR PANEL 03) / OPAQUESWK= Iti � 'o a ab F a a • 1-1/2- MIN. EMBEDMENT 1 -1/4' MIN. EMBEDMENT 5 1/4° MAX. SHIM • WOOD FRAME INTERIO MAX. SHIM 22 31 2 BY OTHERS 4 30 5 i .;:. �1/4° 29 5 4 31 8 • 2 -1/2" MIN. • EDGE DISTANCE '� `° ' 5 3/4° MIN. U k z EDGE DISTANCE 31 CONCRETE/ -.6 Z MASONRY • BY OTHERS 7. a U 1 X WOOD BUCK i - TOP VIEW SHEATHING BY OTHERS r 2v BY OTHERS (SEE NOTE 3 ON SHT. 1) mN �C � EXTERIOR 8 • CAULK WOOD BUCK BETWEEN D AN .. :. j : ' {'2 •..'.; ` y ?. r;, 2 22 PERIMETER CAULK CONCRETE / ..'...A, a � • �wr:,ra 'v � }• BY OTHERS MASONRY PERIMETER CAULK pp BY OTHERS 13Y OTHERS EXTERIOR FINISH MAX. FRAME WIDTH 104.625° BY OTHERS FI EXTERIOR NISH BY OTHERS HORIZONTAL SECTION 5 HORIZONTAL SECTION K CONCRETE / MASONRY SUBSTRATE WOOD OPAQUE S suBSrRATE OPAQUE SID1r DETAIL A OPAQUE 9MELITE HORIZONTAL SECCTION //�� #10 XX 2 PH M SCREW A 27 15 27 Q 1201 77 P I N Molze Q HORIZONTAL SECTION DOOR PANEL 03) / OPAQUESWK= Iti � 'o a ab F a a • �o o • F oW oz gr • 5 g$� U k z U -.6 Z • o o U 1i < Y Z 2v mN �C � N u a 2� T �z iW IL tY° w• 11 w IL v m a o o y Is ffi n� 0 o i3 g La J Z �2 a.0 szj � I_ �� o a U Z W 8 ui 1 a �d BILL OF MATERIALS ITEM NO. PART N0. QUANTITY DESCRIPTION MATERIAL VENDOR 1 XXX 3 1 5t32- STILE FOAM PVC NANYA PLASTICS 2 XXX 8 5/8" STILE FOAM PVC NANYA PLASTICS 3 XXX 1 1 3/4" TOP BOTTOM RAIL INSERT FOAM PVC NANYA PLASTICS 4 XXX AS REO D. SILICONE SEALANT -- --- -- °- 5 XXX 3 FRAME HEAD &JAMB FOAM PVC NANYA PLASTICS 6 XXX AS REQ'D. I" GLAZING BEAD RIGID PVC NANYA PLASTICS 7 XXX 1/8 TEMPERED GLASS, 0.540° AIR SPACE (A1 -S CARDINAL SPACER, 1/8° ANNEALED GLASS, 0.090" PVB INTERLAYER ® - - - -- BY SOLUTIA, 1/8' ANNEALED GLASS 8 XXX SMC DOS OPAQUE SIDEUTE SKIN F MIN. = 11,000 PSI FIBERGLASS SKIN NAN YA PLASTICS 9 XXX 3 SILL ASSY. ALUMINUM ENDURA 10 XXX 2 MULLION PINE WOOD &FLOUR ENDURA 11 XXX AS REQ 0. Q -LON 650 WEATHERSTRIPPING OAM SILICONE PE FILM Q -LON 12 4 4 X 4° HINGE STEEL MICOTA 13 XXX 2 DOOR SWEEP RIGID PVC CO -EX ENDURA 14 XXX 2 CORNER PAD OAM SILICONE PE FILM DOW -TECH PLASTICS 15 XXX AS READ. ODL HURRICANE IMPACT LIGHT FRAME SYSTEM PER CURRENT NOA ALUMINUM ODL 16 XXX 2 OUTSWING PANEL TRIM ALUMINUM PVC ENDURA 17 XXX 2 REINFORCEMENT 25 32° X 1 19/32" WHITE PINE - - - -- 18 XXX 2 REINFORCEMENT 31 32" X 1 19/32- WHITE PINE - - - -- 19 XXX 1 DEAD BOLT -KEYED - - - -- KWIK -SET 20 XXX 2 REINFORCEMENT 2 11/32" X 1.19 32 WHITE PINE - - - -- 21 XXX 1 HURRICANE ASTRAGAL WITH SHOOT BOLT ® ALUMINUM STEEL PVC ENDURA 22 XXX AS READ. PHENOLIC FOAM - - - -- NANYA PLASTICS 23 XXX 2 SMC S12P M SIDELffE SKIN F MIN. = 11,000 PSI FIBERGLASS SKIN NANYA PLASTICS 24 XXX 2 SMC S14P F SIDEUTE SKIN F MIN. = 11,000 PSI FIBERGLASS SKIN NANYA CS 25 XXX 2 SMC OOP DOOR SKIN F MIN. = 11,000 PSI FIBERGLASS SKIN NANYA PLASTICS 26 XXX 1 SIDELIGHT BASE SUPPORT - 27 XXX 1 REDI -SEAL GLAZING COMPOUND BY ODL SILICONE ODL 28 XXX 1 DOOR KEYED ENTRY LATCH SET - - - -- KWIK -SET 29 - - - -- - - - -- 1 4 TLYU TAPCON W 1 -1 4 MIN. EMBEDMENT STEEL ITW 30 - - - -- 12 12 X 3 PH FL HD SCREW STEEL - - - -- 31 14 10 X 2 1 2 PH LF HD SCREW STEEL - - - -- 32 - - - -- 12 10 X 1 1/2" PH FL HD SCREW STEEL - - - -- 33 - - - -- 14 10 X 1 PH FL HD SCREW STEEL - - - -- 34 - - - -- DOW CORNING 995 SILICONE SEALANT SILICONE DOW CORNING 35 - - - -- 8 X 1 PH FL HO SCREW - - - -- - - - -- 36 XXX 2 SMC 11E M DOOR SKIN F MIN. = 11 000 PSI FIBERGLASS SKIN NAN YA PLASTICS 37 XXX 2 SMC 12P F DOOR SKIN F MIN. = 11,000 PSI FIBERGLASS SKIN NAN YA PLASTICS 37 XXX 1 4" DIA. HOLLOW BULB SEAL - ADHESIVE BACKED - - - -- - - - -- w IL v m a o o y Is ffi n� 0 o i3 g La J Z �2 a.0 szj � I_ �� o a U Z W 8 ui 1 a �d BILL OF MATERIALS ITEM NO. PART N0. QUANTITY DESCRIPTION MATERIAL VENDOR 1 XXX 3 1 5t32- STILE FOAM PVC NANYA PLASTICS 2 XXX 8 5/8" STILE FOAM PVC NANYA PLASTICS 3 XXX 1 1 3/4" TOP BOTTOM RAIL INSERT FOAM PVC NANYA PLASTICS 4 XXX AS REO D. SILICONE SEALANT -- --- -- °- 5 XXX 3 FRAME HEAD &JAMB FOAM PVC NANYA PLASTICS 6 XXX AS REQ'D. I" GLAZING BEAD RIGID PVC NANYA PLASTICS 7 XXX 1/8 TEMPERED GLASS, 0.540° AIR SPACE (A1 -S CARDINAL SPACER, 1/8° ANNEALED GLASS, 0.090" PVB INTERLAYER ® - - - -- BY SOLUTIA, 1/8' ANNEALED GLASS 8 XXX SMC DOS OPAQUE SIDEUTE SKIN F MIN. = 11,000 PSI FIBERGLASS SKIN NAN YA PLASTICS 9 XXX 3 SILL ASSY. ALUMINUM ENDURA 10 XXX 2 MULLION PINE WOOD &FLOUR ENDURA 11 XXX AS REQ 0. Q -LON 650 WEATHERSTRIPPING OAM SILICONE PE FILM Q -LON 12 4 4 X 4° HINGE STEEL MICOTA 13 XXX 2 DOOR SWEEP RIGID PVC CO -EX ENDURA 14 XXX 2 CORNER PAD OAM SILICONE PE FILM DOW -TECH PLASTICS 15 XXX AS READ. ODL HURRICANE IMPACT LIGHT FRAME SYSTEM PER CURRENT NOA ALUMINUM ODL 16 XXX 2 OUTSWING PANEL TRIM ALUMINUM PVC ENDURA 17 XXX 2 REINFORCEMENT 25 32° X 1 19/32" WHITE PINE - - - -- 18 XXX 2 REINFORCEMENT 31 32" X 1 19/32- WHITE PINE - - - -- 19 XXX 1 DEAD BOLT -KEYED - - - -- KWIK -SET 20 XXX 2 REINFORCEMENT 2 11/32" X 1.19 32 WHITE PINE - - - -- 21 XXX 1 HURRICANE ASTRAGAL WITH SHOOT BOLT ® ALUMINUM STEEL PVC ENDURA 22 XXX AS READ. PHENOLIC FOAM - - - -- NANYA PLASTICS 23 XXX 2 SMC S12P M SIDELffE SKIN F MIN. = 11,000 PSI FIBERGLASS SKIN NANYA PLASTICS 24 XXX 2 SMC S14P F SIDEUTE SKIN F MIN. = 11,000 PSI FIBERGLASS SKIN NANYA CS 25 XXX 2 SMC OOP DOOR SKIN F MIN. = 11,000 PSI FIBERGLASS SKIN NANYA PLASTICS 26 XXX 1 SIDELIGHT BASE SUPPORT - 27 XXX 1 REDI -SEAL GLAZING COMPOUND BY ODL SILICONE ODL 28 XXX 1 DOOR KEYED ENTRY LATCH SET - - - -- KWIK -SET 29 - - - -- - - - -- 1 4 TLYU TAPCON W 1 -1 4 MIN. EMBEDMENT STEEL ITW 30 - - - -- 12 12 X 3 PH FL HD SCREW STEEL - - - -- 31 14 10 X 2 1 2 PH LF HD SCREW STEEL - - - -- 32 - - - -- 12 10 X 1 1/2" PH FL HD SCREW STEEL - - - -- 33 - - - -- 14 10 X 1 PH FL HD SCREW STEEL - - - -- 34 - - - -- DOW CORNING 995 SILICONE SEALANT SILICONE DOW CORNING 35 - - - -- 8 X 1 PH FL HO SCREW - - - -- - - - -- 36 XXX 2 SMC 11E M DOOR SKIN F MIN. = 11 000 PSI FIBERGLASS SKIN NAN YA PLASTICS 37 XXX 2 SMC 12P F DOOR SKIN F MIN. = 11,000 PSI FIBERGLASS F g g 1i Rs 1 5/32" STILE O O 5/8" STILE O RAP & BOTTOM O FRAME HEAD & JAMB GLAZING BEAD O 1 7/32" 0.669" � � 1 5/8" 4 9/16° I —L 0.059" TYP. WALL THICKNESS — 1 Em——T 1 1/2° 1 /2" 13/4" 1 3/16" 3/44"" 1 1/4- T 1 23/32" 13/16 " --• i� o i 1 19/32° FOAM PVC -� 2 7/16° �-.� 1-u g ° g FOAM PVC FOAM PVC FOAM PYC RIGID ARC � a a U m Q O 0.075- 14 SI WALL THICKNESS ® (OPAQUE SKIN DOES NOT. HAVE O THRESHOLD 0.050° TYP. WALL THICKNESS MULLION 10 EN URA FAT BOY 13 DOOR BOTTOM 14 CORNER PAD c 0 MALE OR FEMALE CHARACTERISTICS) I-2 1/2" y 3 0 -.13 13/32° I 1 23/32 9/16" n� z a 3 �VARIES� 560" L 1.378" 5/8° 4 3/8° 15 32 1.590" pa 0 ���-4 9/16 ° —'1 �� o 11z al V)R 58 li FIBERGLASS Fy MIN. = 11,000 PSI «---a 1 1/2° PINE _ !1 m �p@� REINFORCEMENT z ODL 15 0 065"" E KIT THICKNESS 2 1/18° 16 OUTSWING PANEL TRIM 0.063" TYP. WALL THICKNESS � 17 REINFORCEMENT 25/32 °� � 18 31/32" � _� 20 REINFORCEMENT �N2 r v z H � kill �° 2 3/4° 1/16 �° 2.154 —� 1 19/32° � 1 19/32° 1 --i 2.193" 1 19/32 ® t PINE 2727 32° PINE w PINE a ,��, m 0 z° ®23 SMC12P MALE SIDELITE SKIN 36 SMC12P FEMALE DOOR SKIN 0.075° TYP. WALL THICKNESS 21 ASTRAGAL TYP. WALL THICKNESS 0.075" TYP. WALL THICKNESS 4.550° SIDEUTE BASE FIBERGLASS 5.000 "� Fy MIN= 11,000 PSI 1.228° L4 iL ®0.070° 1 13/16" 1.223° FIBERGLASS 26 SUPPORT N• SHOOT BOLT 7/8• Fy MIN= 11,000 PSI 2.500 "1 NA 8 36 SMC14P MALECOMRV FbVB alM 0.075° TYP. WALL FEMALE SIDELRESIN 24 2 11/16° 1 1 f 6" i 0075° ® 3.786• --�{ T 0.312" a.. �,24� ® UiA f 1" �� • t I FIBERGLASS Fy MIN= ' ENDURA Fy MIN= 1.339" 11,000 PSI 1.339" 11,000 PSI � ECO Windows Systems, LLC 9114 N. W. 106'h Street, Medley, FL 33178 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 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. 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 met 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 600 Aluminum Outswing Doors - L.M.I. APPROVAL DOCUMENT: Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02113 /12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w /wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37 ". 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. 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 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. r�uaw3, E cou�mr NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNII D A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I r, sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 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) Waxer Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI -12- 3357, HETI -12 -3358, HETI- 124003, BETI- 124003 and HETI- 124027daxed 03/16- 26/12, all signed and sealed by Rafael E. Droz -Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and seated by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE. 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their `Butacite ® PVB interlayer ", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02 -21 -12 approved b PERA. hhaq L Chanda, P.E. Product Control Examiner NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E -1 SERIFS 600 ALUMINUM OUTSWIN - ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELIIES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAIS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATFJj1ALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 20018.4. n THESE DOORS ARE RATED FOR LARGE & SMALL. MISSILE IMPACT. I Fr J"C "" SHUTTERS ARE NOT REOUIREO. FC AN / 70692 g drawing no. �� W12 -08 1/8' HEAT STREWD. GLASS 3/16' HEAT STREND. GLASS �v .090' INTERLAYER .090' INTERLAVER N BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY'OUPONT' Z 1/8' HEAT STRENro. GLASS 3/18' HEAT STREN'D. GLASS SUCONE SJUC ��++ AF D OW CORNING 899 E6 CORNING 899 28 26 m� � 14 I I I I I `\ �/ SETTING BLOCKS AT LAM. GLASS ` O THS EXCEEDING 36' ONLY. NOTCH GLAZING SAD LEO TO GLASS TYPE 'Gl' GLA33 TYPE 'G2' �- U 1/8' TEMP. GLAw 8/18' AIR SPACE 1/8' HEAT SiRDM GLASS 090' INTERLAYM w . SAFLEX JUG BY 'SOLUTIA' n 1/8' HEAT STfENro. BASS 3 roM o_ SILICONE 65 DOW CORNING 899 Z -Li 26 ST. STEEL m METAL SPACER -'' Z y2 3f 16 W m� 4 s8 SILICONE + � SETTING BLOCKS AT INSUL LAM. GLASS �. ._ NOTCH GLAZING BEAD LEG TO GEAR BLOCKS GLASS TYPE '93' wY�nN FWAs WM t �7 ^` cm n THESE DOORS ARE RATED FOR LARGE & SMALL. MISSILE IMPACT. I Fr J"C "" SHUTTERS ARE NOT REOUIREO. FC AN / 70692 g drawing no. �� W12 -08 a SURFACE APF FALSE MUNTNS DECCRATIVE t MAYBE Uxu 3r MAX LEAF WIDTH (X) DOORS LOAD CAPACITY - PRY SINGLE DOORS (X) DOOR DOES. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEtt1M EXr.( +) NT.( -) M-3/4-1 3r I 08' 1 70.0 1 73.0 I HEAD & SILL ANCHORS AT STILE ENDS (4) AT r O.C. 12' S' MAX MAIL COQ r 4 - SELL , 1 1 SURFACE APPLIED 28 15/18• 26 1S/16' FALSE MUNTNS OR DECORATIVE GRILL D.L OPG, D.L OPG 1O MAY BE USED 37' MAX LEAF vMDTH (XX) DOORS LOAD CAPACITY - PSP DOUBLE (XX) DOOR DIMS. LAMINATED GLASS :RNME WIDTH LEAF W0>TI1 FRAME HW, pR,( +) 78• 3r or 70.0 1! \ 11 LOIXC ap-RONS 7 SU,,, !\ i\ /CTB! \ , INACnvE I ern,,: 1 1 SURFACE APPLIED 28 15/18• 26 1S/16' FALSE MUNTNS OR DECORATIVE GRILL D.L OPG, D.L OPG 1O MAY BE USED 37' MAX LEAF vMDTH (XX) DOORS LOAD CAPACITY - PSP DOUBLE (XX) DOOR DIMS. LAMINATED GLASS :RNME WIDTH LEAF W0>TI1 FRAME HW, pR,( +) 78• 3r or 70.0 78.0 GLASS D.LO. DIMS, D.L O. HEIGHT FRAME HEIGHT - 11.125' D.LO. WIDTH (X DOORS) = FRAME WIDTH - 12.813• D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125'/2 X11. NOTE: EGRESS REOUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 JUN 8 2012 N Zs0, F Ito 8 co N 4 O oM � 0— � 3z S9 Ww- B � drawing no. W12 -08 DESIGN LOAD CAPACITY - PSF SIDEUiLS WOH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE Sam SIOEUIT FRAYS wum INCHES 910ki.11E FRAYS HEIGHT NCI16 91THODT REDVFORCING WITH IUMIWORCWG E%T.( +) I -.( -) EM.( +) KQ -) 24 30 38 37 42 82 7011 75.0 70.0 75.0 70.0 75.0 70.0 75.0 7011 75.0 7011 75.0 70.0 7511 70.0 75.0 1 61.7 85.1 1 81.7 88.1 24 30 36 37 42 86 7011 75.0 7011 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 7011 75A 70.0 7511 81.7 S &1 61.7 88.1 24 30 36 37 92 70.0 75A 70.0 7540 699 889 1 70.0 75.0 64.1 64.1 1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 OU 83.3 833 700 MO 579 579 7011 75.0 $3.1 53.1 7011 75.0 52.4 52.4 7011 7511 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D..0. DIMS, D.L.C. HEIGHT (SIDELITE) FRAME HEIGHT - 11.000° D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438" s HEAD & SILL ANCHORS AT S71LE ENDS 12' CUISTER OF {4) AT 3' O.C. 4) ANCHORS 3. AT HEAD/SILL ,M2�' S' MAX TYP HEAD SILL 1 SURFACE APPLIED 4LSE MUNTNS OR XCORATIVE GROL MAY BE USED 1 3213/$ 1 1 1 1 26 15/16.1 1 1 26 15/16• 1 D.L OPG. D.L. OPG. O.L. O+G. 3Y SIDELITE FRAME WIOTH LEAF WIDTH MAX 78 MAX SEE CHART AT LEFT DOUBLE DOOR FRAME TBDTH (OXXO) [3P1�L .rr „mac L(o!!Ui N Z C d' d $� n I j2 irlo 25 Vl 3mM w� W mg m n Q 1 RA* PPE" I yyg 3� GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM AND FLORIDA BUILDING COMMISSION GUSTS) JUN S 2012 I? drowing no. DECLARATORY STATEMENT DCA05 -DEC -219 . /� 11 1 1 \ II B I I 1 1 1 I NACME ACTIVE 1 3213/$ 1 1 1 1 26 15/16.1 1 1 26 15/16• 1 D.L OPG. D.L. OPG. O.L. O+G. 3Y SIDELITE FRAME WIOTH LEAF WIDTH MAX 78 MAX SEE CHART AT LEFT DOUBLE DOOR FRAME TBDTH (OXXO) [3P1�L .rr „mac L(o!!Ui N Z C d' d $� n I j2 irlo 25 Vl 3mM w� W mg m n Q Engr: JAYAD .00 RA* PPE" NOTE: yyg 3� GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM AND FLORIDA BUILDING COMMISSION GUSTS) JUN S 2012 I? drowing no. DECLARATORY STATEMENT DCA05 -DEC -219 . PENETRAToN 2BY WOOD BUCK OR WOW STRUCTURE SEE NOTE SHEET 1 L� , TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WNDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE 8". FOR SPACING 1/4' DIA. ULTRACON BY 'ELCO (Fwm Km. Fy=189 Km) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DWLLING SCREWS (GRACE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8' INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c . 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS Pm a 2000 PSI MAN. TYPICAL. ANCHORS SEE ELEVATONs FOR SPACING N Z g� P W ar 0 z'L w;;W u � WBIwdB.act�,s � � � �0 �c< DOOR DETAHS JAVAD AHOW •° Oft FMS 33wn [is n eq� JUN 1 2 8 201Z W12 -08 (Sheet of 9 TYPICAL FOR TYPI e MOMS INO —OVAF atulAD i FLA. y�i 2 DOOR DETAILS VJUN 2g N Z FZ W d' O N IL Vl w pn Z 3� �z § °�° W wg n 8 'rowing no. W12 -08 1 e c 1/4* VAX c� o SEE SHEET 3 ORCING © � 4 AND .........._._ ...._. -__. 11�� Gi I I I 14 18 25 23 D.LO. 19 8 D.LO. EXTERIOR LEAF WDTH �/g NAM 1N1w�illil�wl SIDELITE DETAILS FLA PE OCAS. 29 N Z kz O r W� i TS Ul �6 O � oi� Wm� w�2 —os sheet 6 of g LOCKS ACTIVE LceF_ 4 POINT LOCK ASSEMBLY 01,01 -8007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILT. THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42 -1/2- FROM BOTTOM 2 POINT LOCK ASSEMBLY BY INTERLOCK USA INC.' 1/2. OIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 318' CONNECTING RODS LOCK LOCATED AT 42 -1/2- FROM BOTTOM OPTION Y2 ACTIVE tFAF_ CONVENTIONAL DOOR LOCKSET MATH HANDLE DELTA 690 BY XWIKSET' LOCATED AT 39 -1/4- FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4- FROM BOTTOM CONCEALED FLUSH BOLTS BY `SULLIVAN & ASS=' 1/2' X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10 -3/8' FROM 70P AND BOTTOM LOCK FASTENED TO STILE PATH (2) 88-32 X 1/2' FH MS INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -5/8- FROM TOP AND BOTTOM LOCK FASTENED TO STILE MATH (2) 88-32 X 1/2- FH MS ,y w T NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. mm 8 PART $ REQ& Diasma m MATERIAL ffiANP. /BUPPLIBR/RBNARBB 1 E601 DOOR FRAME HEAD /SILL 6063 -TB - 2 E802 FRAME COYER 9063 -TO 3 E603 - DOOR FRAME JAMB 8083 -TB - 4 EB04 - SMELDE TOP & BOTTOM FRAME 4A E626 - SMEUIE 9' BOTTOM FRAME 6063 -TB - 5 EGO - SIDEUTE FRAME JAMB 9063 -TB - 8 EGM18 - Sean SLIP ON JAMB 6063 -T8 - 7 E607 LEAF TOP & BOTTOM RAIL 0083 -TB 7A E625 - LEAF 9- BOTTOM RAIL 6063 -TS - 8 E608 - LEAF W'STRIP ADAPTER 8083 -T6 - 9 EGO - LEAF HINGE STILE 6083 -TB - 10 E810 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASFRAGAL STILE 6063-76 - 12 E612 - LEAF AUGlQ NT BRACKET 6063 -18 - 13 E813 LEAF CLAMP 6063 -78 4-1/4' LONG 13A E613 HINGE BACK-UP PLATE 6063 -TB 12" LONG 14 0614 GLAZING BEAD (8 /18- LAM. MASS) 8083 -16 - 14A E109 GLAZING BEAD (7118' LAM. GLASS) 6063 -16 - 15 E815 GLAZING BEAD (WSUL CLASS) 6063 -TS - 16 E818 - SNAP COVER 63-T6 1 - 17 0613 - BOLT SUPPORT 6063 -TS NOT SHOWN t8 - AS REOD. SIDEUTE MULLION REINFORCING 8083 -T6 19 FO -107 3/ LEAF BURT WNG'ES ALIMONY SU"M & ASSOC. 20 F81202 - FLUSH BOLT LEVER - SM"AN & ASSOC. 21 FBRO14SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLNAN & ASSOC. 22 812 SMS AS REDD. FRAME ASSEMMY SCREWS - - 23 812 X 3/4' - HIM INSTALLATION FASTENERS - FH SMS 24 - - 3/8- DIA. TH(BiADED ROD STEEL - 25 WI 1323 - PRE W'STRIPPING W00L UI.TRAFAB 26 E20618 -KN -3020 - BULB W'STRIPPING SANTOPRENE EPOM 27 E208 - GLAZING BEAD BULB SANTOPRENE ULTRAFAS 2B GLASS SPACER MUCONE FRANK LOWE RUBBER CO. 29 E622 FLUSH BOI.T CUP NYLON - 30 DLOIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 810 X 3/4- 2/ ADAPTER FM SELF DRUM SCREWS - - 34 - 2/ UTE SEROIG BLOCK. 1/4- X 1/2- X 4- LONG EPDM AT 8' FROM EACH END, OUROYETER 6835 35 2/ UTE I SEMNG BLOCK. 1/4' X 3/4' X 4' LONG EPDM AT 6' FROM EACH ENO, OUNOMETER 8835 HINGES 3-1/2- X 7 -5/8' X .122' THK. EXTRUDED ALUM HINGE PART 8FD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10 -1/4- FROM BOTTOM TOP HINGE AT 11 -3/4' FROM TOP CENTER HINGE AT MIDSPAN (38' O G MAX.) HINGES FASTENED KITH 810 X 1- FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. �16,V Z 81 6<QQ cl N m 0IO"T M O g z z� ffi O ^c wW- �11l1r Z E°qr: Java gg YAD '� •° Naw F CAM. 'S838T m g i 1 drawing no. W12 -08 4.000 L 078 .8T t.25 2.082 - �t 1 DOOR FRAME HEAD /SILL 4.os1078 7 LEAF t.750 4.750 1 1.507-4 TOP /BOTTOM RAIL 519 803 1.oa70� t4 GLAZING BEAD 5/18' GLASS `° .39a .803 ,.047050 t® GLAZING 7 /t8' GLASS .803 1.172 BEAD to GLAZING BEAD WSUL CLASS t so0 .312 .082 a LEAF W'STRIP ADAPTER �aL�tld .094 '� .442 t2 1' LEAF ALIGNMENT BRACKET 750 �' .281 .375 -¢ .125 1.574 .125 3.781 I 13 LEAF CLAMP 999____ HINGE BACK -UP PLATE tg 1.2W .719 SIDELITE MULLION REINFORCING 6nq; _a0uw FLA. PE C.AN. i 7W92 4.188 36 .078 JUN � 20f2 s SIDELITE SLIP ON JAMB Q Q pj 17t9 7.631 7A 9° 1.507 I .078 8. 250 4.781 Q SIDELITE 4.000 1.825 .078 1.907 1.750 TOP & BOTTOM FRAME 4.719 .078 1•750 1.507 4.000 9 LEAF HINGE STILE O U N S �t u. . Z 3 ti Z U 5.344 4.000 2.081 1.750 ,.907 .078 t0 LEAF LOCK STILE �1.7s0 -�I BOTTOM I RAIL 329 o7s� 1872 2 FRAME COVER 3.719 8.281 1.507 .078 9.000 .825 0 o O 8.344 .078 . r 1.501.7 1.750 1081 91- pg0 7.197 1� 1s SNAP COVER 4.000 tt LEAF ASTRAGAL STILE xF o g 8 1.500 .825 4.000 .078 2.097 1.500 00 .078 4.000 s SIDELITE FRAME .719 JAMB e 21-1 SIDEUTE 9° BOTTOM FRAME drovnnq no. W12 -OS 3 DOOR FRAME JAMB sheet 8 of 9 r V 'o d % F. U 3 z 4 0 2 b z Lv (datw 02 -13-12 N�. eoNa s/e• � 1• I m dr. b% HAy�p OD O Mk b) mr-r —1 �Z0 BE 610 ALUM OU1SWING DRAMCE D0OR (UL ECO WINDOW SYSTEMS, EC. 9114 N.W. 106 STREET MEDLEY. FL. 33178 TEL (309) 885 -5288 FAX (SOS) 889 -5802 ��:`o AL- FAROOQ CORPORATION a ENGMEERS & PRODUCT DEVELOPMENT r 1298 S.W. 87 AVE r MU1M4 FLOWDA 93174 G+ TEL 13M 2848100 FAX X308) 282 lWM �Z0 BE 610 ALUM OU1SWING DRAMCE D0OR (UL ECO WINDOW SYSTEMS, EC. 9114 N.W. 106 STREET MEDLEY. FL. 33178 TEL (309) 885 -5288 FAX (SOS) 889 -5802 ��:`o AL- FAROOQ CORPORATION a ENGMEERS & PRODUCT DEVELOPMENT r 1298 S.W. 87 AVE r MU1M4 FLOWDA 93174 G+ TEL 13M 2848100 FAX X308) 282 lWM