The URL can be used to link to this page

CC-11-1693 (2)EDMUNDO R. TAMAYO, M.D., P.A. EDMUNDO R. TAMAYO, M.D. Primary Care - Internal Medicine October 24, 2011 To: Miami Dade County Building Dept. DERM To whom it -may concern; Type of practice: Physician Office /Urgent care and Weight Loss OP18 Exam rooms, 6 consultation rooms, Pharmacy to store professional drug samples, Digital X -ray room, 4 Administrative offices, IT closet, Staff lounge, Chart storage room, Waiting area, 3 Bathrooms (1 private, 2 patient restrooms). Dry hand sanitizer will be used in each room. Lab and bathrooms will be equipped with sinks for hand washing. All exam room and lab will be equipped with sharp containers and red bag containers with lids. Red sharps containers and red bags for biohazardous waste will be disposed of by Medical Waste Management.(Daniel Fernandez 305- 677 - 2343). Chemicals stored will be Alcohol 16 oz bottles, Hydrogen Peroxide 16 oz bottles, Bleach 1 gallon ,Germacide 32 oz bottles and Hand soap 4 oz bottles. They will be labeled according to OSHA, and stored in cabinet in lab. No chemicals will be used for X -Ray, as we will be purchasing and installinga digital machine Will not be purchased until a later date, therefore no specifications available at this time. Blood and Urine samples will be drawn at office and sent to Lab Corp and Quest laboratories and disposed of by them. All instruments are disposable and do not need sterilization. 110n: Ndrit�rest 95th Street, Suite 107 • Miami, Florida 33150 • Phone: 3 5.2797 • Fax: 305.835.6228 APPROVED BY PERM TT : RONMEN-T & REGULATORY AFFAIRS LEE HEFTY, AS NT DIRECTOR DATE: November 15, 20 ' 1 SERIAL NO.: M2011010284 IW5# /DERM# :to be aligned For the Director: Tomas 1_10# : 11- 3206 - 011 -0051 NOTEL1'HIS AP-_P-_ROVAL_IS 1YOT INTENDED TO CONSTRUCTION SHALL TAKE PLACE 0 INDUSTRIAL FACILITI URAL DESIGN NO NTAMINATED GROUND. CTION ONLY PROJECT NAME: Medical offices for Dr. T ADDRESS (APPROX.): 9025 Biscayne Bouleva North Miami, FL CONDITIONS: 1. This approval is granted for proposed medical physicians office/ urgent Care and weight loss center with eight (8) medical exam rooms, six (6) weight loss rooms, one (1) laboratory room, one (1) nurses station, one . file room, three (3) offices, one (1) LT. room and one (1) digital xray room, as shown on plans. • As per plans and information provided the facility will be conducting digital xrays with no chemicals utilized for processing or development. • The laboratory room will be similar to a physician's office for collection & preservation of blood, urine, and other specimens. No hazardous chemicals and or reagents are stored or used in this facility. • Red sharps containers and red bags for bio- hazardous waste will be stored in the exam rooms. All of this type of waste will be disposed of by a DERM certified waste hauler company. Offices for Dr. Tamayo Page 1 of 2 • All instruments are disposable and do not require any type of sterilization procedures. 2. Operations at this facility shall be conducted without any discharges to open ground or to the storm sewer system. 3. Any discharges to the sanitary sewer system must meet Sewer Discharge limits stipulated in Section 24 -42.4 of the Miami- Dade County Code. Improvements: If at any time this facility is found to be Performing inadequately, the owner shall provide the required corrections and /or additional equipment to operate in compliance with Chapter 24, Miami -Dade County Code. Approval is hereby granted for: Medical offices w laboratory and digital xrays, as described above. Construction is completed according to approved plans. There may be county, municipal, or other local regulations or restrictions to be complied with by the owner prior to construction of the facilities represented by these plans. We recommend that appropriate local agencies be consulted before starting construction. No construction shall take place on contaminated soil. If contamination is encountered during construction, contact the Pollution Remediation Section of the Department of Environmental Resources Management (DERM). cc: Xiomara Lopez - DERM Offices for Dr. Tamayo Page 2 of 2 3AVIER CANIZARES, P.E. STRUCTURAL ENGINEER 4634 SW 164th Ct MIAMI, FL 33185 PH: (305)979 -6507 s ;mss cuil- I M Miami Shores V STRUCTURAL CALCULATION FOR Al L FEE ND. REGU a IC :;s MEDICAL OFFICE TENENT IMPROVEMENT 9027 Biscayne Blvd. Miami, Florida PERMIT SET November 116, 2011 eta CANT �." %G E N . . * ; No. 6 i% � • S�TATB � 4) sit 4"4". • ••....• lit • elONAL $ wt JAVIER CANIZARES, P.E. LIC. No: 63883 $ -r,k WrOd'6E AY 11/11/2011 WINDO5 v1 -13 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: J. Canizares Description: Tamayo office Company Name: Javier Canizares, P.E. s= r T • - of Structure Hei • ht/Least Horizontal Dim Structure Type Building 1 Basic Wind S PAM 146 m p h Struc Category (I, I1, III, or I 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 0.0 :12 Slope of Roof (Theta) 0.0 Deg Type of Roof Monoslope Kd (Directonality Factor) 0.85 Eave- Height -(Eht). 12.00 ft Ridge Height (RHt) 12.00 ft Mean Roof Height (Ht) 12.00 ft Width Perp. To Wind Dir (B 70.00 ft Width Paral. To Wind Dir (L 104.00 ft Importance actor Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = zg = 9.500 900.000 At= 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 500.00 ft Epsilon = Zmin = 0.200 15.00 ft Gust1 For rigid structures Nat Fr: • > 1 Hz) use 0.85 T • - of Structure Hei • ht/Least Horizontal Dim 0.17 Flexible Structure No Importance actor Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = zg = 9.500 900.000 At= 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 500.00 ft Epsilon = Zmin = 0.200 15.00 ft Gust1 For rigid structures Nat Fr: • > 1 Hz) use 0.85 0.85 Gc 1i = Zmin 15.00 ft Izm Cc * 33/z 1.167 0.2281 05.67 Lzm I *(zm/33) ^Epsilon 427.06 0.55 Q (1/(1 +0.63 *((B +Ht) /Lzm)^0.63))^0.5 0.9043 Gust2 0.925* 1 +1.7 *Izm *3.4 *Q . 1 +1.7*3.4 *Izm 0.8747 Enclosed Buildings G ': s Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 FInternal rP assure Coefficients for Buildings, Gcpi Condition Enclosed Gc 1i Max + ft Max - Open Buildings 1b/ft -A2 0.00 05.67 0.00 Partially Enclosed Buildings lb/ft ^2 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Figure 6.5.12.2.4 Parapets Type of Parapet Enclosed Top Elevation of Parapet 24.83 ft 1b/ft -A2 05.67 Parapet - Leeward Pressure • -43.78 lb/ft ^2 Figure 6 -11 - External Pressure Coefficients, GCp Developed by Meca Enterprises, Mc. Copyright 2006 Javier Canizares, P.E. Page No. 1 of 2 11/11/2011 WINDO5 v1 -13 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 2a Theta -4 h- a • W • Ht Note: The image shows a Gabled roof, but Fig 6-11 also applies to some monoslope cases a = 4.8 = => I 4.80 ft Double. Click on any data enfry line to receive a help Screen Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib/ft^2) Max Min Max Min WINDOWS 3 7 21.00 4 0.85 -0.94 40.51 -44.05 Note: * Enter Zone 1 through 5. or 1H throuah 3H for overhanas. Developed by Meca Enterprises, Inc. Copyright 2006 Javier Canizares, P.E. Page No. 2 of 2 JAVIER CANIZARES, P.E. Project Project No: Page: 4, 0 STRUCTURAL ENGINEER 463413W. 164tH Gr. . MIAMI. rt. 33188. PH, 308 979 6807 By: .J Date: JAVIER CANIZARES, P.E. STRUCTURAL ENGINEER 4834 8W i 64TH Err. MIAMI, FL 33188, PH: 308.979 8507 Project: Project No: Page: Title : Dsgnr. Description : Scope: Job# Date: 1:39PM, 11 NOV 11 Rev. 580002 User KW-0605358, Vet 5.8.0,'1- Dec-2003 (0) 1983 -2003 ENERCALC Engineering Software Steel Column Description STEEL COLUMN DESIGN Page 1 enercalc.ecw:CaIculafons General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section TS3.5X3.5X1/4 Column Height 9.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced 46.00 ksi 1.000 29,000.00 ksi 9.000 ft 9.000 ft X -X Sidesway : Y -Y Sidesway : Kxx Kyy Restrained Restrained 1.000 1.000 Loads Axial Load... Dead Load Live Load Short Term Load Distributed lateral Loads... Along Y -Y Along X -X Summary 7.03 k 5.40 k k DL Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments LL ST k/ft 0.360 k/ft 0.000 in 0.000 in Start End ft ft Section : TS3.5X3.5X1/4, Height = Unbraced Lengths: X -X = 9.00ft, Combined Stress Ratios AISC Formula H1 -1 AISC Formula H1 - 2 AISC Formula H1 - 3 Column Design OK 9.00ft, Axial Loads: DL = 7.03, LL = 5.40, ST = 0.00k, Ecc. = 0.000in Y -Y = 9.00ft Dead Live DL + L DL + ST + (LL If Chosen), 0.2280 0.8707 0.1457 0.6705 0.1289 0.0991 XX Axis : Fa calc'd per Eq. E2 -1, K *[1r < Cc YY Axis : Fa calc'd per Ea. E2 -1. K*Ur < Cc Stresses Allowable & Actual Stresses Fa : Allowable -fa: Actual Fbxx : Allow [F1-6] Fbxx : Allow [F1 -7] & [F1-8] fb : xx Actual Fb:yy : Allow [F1-6] Fb:yy : Allow [F1 -7] & [F1-8] fb yy Actual Dead 17.64 ksi x:28 ksi 27.60 ksi 27.60 ksi 0.00 ksi 27.60 ksi 27.60 ksi 0.00 ksi Live 17.64 ksi -1775 -ksi DL + LL DL + Short 17.64 ksi 17.64 ksi 4.02 ksi 4 Q2 ksi 27.60 ksi 27.60 ksi 27.60 ksi 27.60 ksi 27.60 ksi 27.60 ksi 0.00 ksi 0.00 ksi 0.00 ksi 27.60 ksi 27.60 ksi 27.60 ksi 27.60 ksi 27.60 ksi 27.60 ksi 0.00 ksi 0.00 ksi 14.48 ksi Analysis Values F'ex : DL +LL F'ey : DL +LL F'ex : DL +LL +ST F'ey :. DL +LL +ST Max X -X Axis Deflection 21,918 psi 21,918 psi 21,918 psi 21,918 psi 0.000 in at Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 0.60 Cm:y DL +LL +ST 1.00 0.000 ft Max Y -Y Axis Deflection Cbx DL +LL Cb:y DL +LL Cb:x DL +LL +ST Cb :y DL +LL +ST -0.346 in at 1.00 1.00 1.00 1.00 4.500 ft 1 1 Title : Dsgnr: Description : Scope : Job # Date: 1:39PM, 11 NOV 11 Rev: 580002 User. KW -0805358, Ver 5.8.0, 1-Dec-2003 (c)1983.2003 ENERCALC Engineering Software Steel Column Page 2 enercalc.ecw:Calaulatlons Description STEEL COLUMN DESIGN Section Properties TS3.5X3.5X1/4 Depth Thickness Width Area Rt 3.500 in 0.250 in 3.500 in 3.09 in2 1.750 in Weight Ixx lyy Sxx Syy Rxx Ryy Section Type = TS- Square 10.50 # /ft 5.290 in4 5.290 in4 3.020 in3 3.020 in3 1.310 in 1.310 in Values for LRFD Design.... 8.820 in4 0.00 3.700 in3 3.700 in3 0.000 Zx Zy Sketch & Diagram Awl DL a 7.03k Axlal LL = 6.4k Aida' ST Ok (2): X.X Aida DIM LA: DL.O, LL-Oa. ST.0.38 kpt, O. 9ft Title : Dsgnr: Description : Scope: Job # Date: 1:40PM, 11 NOV 11 Rev: 580000 User. KW-0805358, Ver 5.8.0, 1-Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Steel Column Base Plate enercalc.ecw•.Calculations Description CAP PLATE [General Information Code Ref : AISC 9th Ed ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Loads Axial Load X-X Axis Moment Plate Dimensions Plate Length Plate Width -Pkit6 Thickness Support Pier Size Pier Length Pier Width Summary 12.43 k 0.00 k -ft Steel Section Section Length Section Width Flange Thickness Web Thickness TS3.5x3.5x1/4 3.500 in 3.500 in 0.250 In 0.000 in 10.000 in Allowable Stresses 8.000 in Concrete Pc 3,000.0 psi 0:438'rl se e y 38 00 ksi 60.000 in 60.000 in Load Duration Factor 1.000 Anchor Bolt Data Dist. from Plate Edge 1.500 In Bolt Count per Side 1 Tension Capacity 5.500 k Bolt Area 0.310 in2 Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 155.4 psi Allow per ACI318 -95, A3.1 = 0.3 * f'c * Sgrt(A2/A1) * LDF 1,800.0 psi Allow per AISC J9 2,100.0 psi Plate Bending Stress Thickness OK Actual fb 20,768.5 psi Max Allow Plate Fb . 27,000.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 5.500 k Baseplate OK Full Bearing : No Bolt Tension Title : Dsgnr: Description : Scope: Job # Date: 1 :40PM, 11 NOV 11 Rev: 580000 User. Kw -0605358, Ver 5.8.0. 1-Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Steel Column Base Plate enercalc.ecw:Calculafons Description BASE PLATE General Information Code Ref : AISC 9th Ed ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Loads Axial Load 12.43 k X -X Axis Moment 0.00 k -ft Plate Dimensions Plate Length 10.000 In Plate Width 10.000 in Plate Thickness 0.4381n Support Pier Size Pier Length 60.000 in Pier Width 60.000 In Summary. Steel Section Section Length Section Width Flange Thickness Web Thickness Allowable Stresses TS3.5x3.5x1/4 3.500 In 3.500 in 0.250 in 0.000 in Concrete Pc 3,000.0 psi Base Plate 1-y 3600 ksF - Load Duration Factor 1.000 Anchor Bolt Data Dist. from Plate Edge 1.500 in Bolt Count per Side 2 Tension Capacity 5.500 k Bolt Area 0.310 1n2 Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 124.3 psi Allow per ACI318 -95, A3.1 = 0.3 * P'c * Sgrt(A2/A1) * LDF 1,800.0 psi AIIow per AISC J9 2,100.0 psi Plate Bending Stress Thickness OK Actual fb 25,248.8 psi Max AIIow Plate Fb 27,000.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 5.500 k Baseplate OK Full Bearing : No Bolt Tension JAVIER CANIZARES, P.E. STRUCTURAL ENGINEER 4634 SW i647w C•r. WAN% FL 33165, Pt It SOS 3796307 Project: cx1,14 0 0 .2tv Project No: By: J IER C. Page: Date: • • = • ' ' ; • • - • • y •, • • • • , ; " , • ! — , : ; z : „ ; I ; ; 4 a ; • ; ! I : " ' `?- I I • t • t " • : ; • • • 1. !. • ; t.' — ; I • ••,, , , • . : : I - t • •"!'""'l . •• • ' . ' , .; • - L. ---f _ 4 t74!!!!!!1-414-13-2?--33:i3 •-t'• .. . • .; f ,) ; 4 i • • ! 4 , !• t ; ? • I • • • +, 4, t . ; t 4 4.— g • 3 4... 4. , i ; ' ; • .14444 Kwik Bolt 3 Expulsion Anchor 4.3.5 Table '2 - Carbon Steel KwSc Bolt 3 Allowable L hi tiOrtital.Weight CO ' (mm) Eni Depth hi. (mm) 1 -1/8 (29) f .7 MPa} f'c;z 4f tp (27.6 /'o = 8000 psi (414 MPa) Tension 300 (1.3) tb 601) 550 (2A) 430 (1.6) (42) 530 800 (2.4) (3.2) (2.4) (3.6) 840 (3.7) 114 PA) 530 (2A) 845 (3.8) 1080 (4.9) 2860 2150 1976 (84 3240 (14.4) ano 6.1) 3-1/2 4139) 1580 (1.0) 2-1/4 (5 1235 (4.0) 1655 ii70 (6.6) 1 (7.9) 1430 (6.4) 1095 (4.8) 1s 7) (72 (12 (104) (114) 8+11b :200 (1. 1) _ ( 154) c 4100 (31 y7') 3-1/4 4 ( ) (1 :1) .4) (16.8) 1' 6155 (27.4) (21.7) I0° 4) 7325* (32.8) PIA values Other :co Crete and e bedmer ts be 4 5VF Stile* 6 V sht Ole shear plane 7 Values eltow n are ter a strear the shear plane Is acting through the threads, reduce the shear value by 25 %. 8 Values shown are fora shear plane through the anchor body. When the shear plane Is acting through the threads, reduce the shear value by 15%. 796. H2t1, Inc. {tJ 1 1- 806 -383 -4468 1 I 7e 227 v4in. for 1/4 te mom D Ea mil mg . # °Y # ', .` ® 1 4 RE NE' L � r71 dj 0.92 +; M 1.08+ + +* .1111311111111111111111111 LE11111111111111111111111111111111111111111111111111111111111111 MINI11111111111111111111111111111111111- -- ems ummi Kul wan na MAIM :d7 .i4:'.:w.:i�g`i.;fs. UAW MUMMER %i� VIII KY= INENNININIMINEMEMBIla 1/4 1 -1/8 2 2-1/2 3-1/2 2 -1/4 3-1/2 4 -3l4 Tension: —Ti misminuatuujil IMAM MEN Elkill1111111111121111111111111111111MICOLEICENEEJ tE111111111111110 1111111111111111111 1111111111111111 IMILEt uia Mt, roc. (U9) 1-800-879-8000 1 warte.ua.10111.eaca 1 an # 1-800- 879 -5000 1 Hilti (Canada) Corp. 1-800- 383 -4458 1 Tecmloal Guide 2008 237 SHOP DRAWING TECTO "SSOCI J ,► D R. ®,,UD. ANC I THE ► SIGN s ,. ►. ND __ ,: .PTI NOTE ■ of VIEW I; FOR c ORAL C CON p` l CON > CT DOC CN BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Delta Doors Manufacturing Co. 7500 NW 69th Ave Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DHS- 500" Aluminum Storefront System -LMI APPROVAL DOCUMENT: Drawing NO. W02 -27, titled "Series -DH -500 Alum Window wall Storefront Sys-", sheets 1 through 11 of 11, prepared by Al Farooq Corporation, dated 03 -29-02 and last revised on August 12, 2008, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max. Exterior (positive) Design Pressure is limited to +100 PSF 2. -Lower capacity of mullion or door mullion or doors may control. 3. Only Delta Doors single & double doors (under separate NOA) may be installed with this system. LAHRI., G: Each unit shallbear a permanent label wi he manufacturees name or logo, city, itat 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. Phis NOA revises & renews NOA # {l8- r .18.07 (07= -071 -8.07) consists of this page 1 and evidence - MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 09- 0218.05 Expiration Date: May 20, 2014 Approval Date: April 15, 2009 Page 1 Delta Doors Manufacturing Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (transferred from file # 08- 0618.07). 2. Drawing NO. W02 -27, titled "Series -DHS -500 Alum Window wall Storefront Sys - ", sheets 1 through 11 of 11, prepared by Al Farooq Corporation, dated 03 -29-02 and last revised on August 12, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS (transferred from file # 08- 0618.07) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration Resistant Test per FBC, TAS 202 -94 3) Uniform Static Air Pressure Test, Loading 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:._ Along with marked-up drawings and installation diagram of aluminum single hung fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5662, dtd 06/29/08, signed & sealed by Carlos Rionda, P.E. 2. Additional test reports: 2.1 Test Reports No. FTL -4042, dtd 01/26/04 & FTL -4115, dtd 03/03/2004, per TAS 202, 201/203 -4, signed & sealed by Edmundo Largaespada, P.E. 2.2 Reference. test Reports No(s) .FTL -4254, FTL -4306 and I+ t`L -4320 per TAS 202 -94, 201/203 -94, issued by Fenestration testing Laboratories Inc. C. CALCULATIONS 1. Anchor verification & comparative and structural analysis per FBC 2007, prepared by AL- Farooq Corporation, dated 08/12/08, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTMS- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus"-,-expirinton- 0111 /2012. 2. Notice of Acceptance No. 08- 0520.08 issued to "Solutia Inc." for "Vanceva (T.M.), composite interlayer, expiring on 04/17/13. F. STATEMENTS 1. Statement letter of compliance to FBC 2007 and "No financial interest", dated 08 -06-08 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of Lab compliance, as a part of above referenced test reports G. OTHER 1. This NOA revises & renews NOA # 08- 0618.07 (07- 0718.07), expiring on 05 -20 -2014. 2.. Test proposals # 02 -0472 & # 06 -0182, issued by BCCO. E -1 \ 4tikgt I _ 04,04.1.- Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 09 -0218.05 Expiration Date: May 20, 2014 Approval Date: April 15, 2009 4' MAX TYP. HEAD CORNERS D.L OPG. SEE SHEET 2 D.L OPG. SEE SHEET 2 D L OPG. SEE SHEET 2 0.L OPG. SEE SHEET 2 DES -500 ALUMINi STOREFRONT SYS' THIS SYSTEM MAY BE USED COUNTY APPR'D LARGE LOWER DESIGN PRESSURE WILL APPLY TO ENTIRE • CODE REQUIREMENIS FOR IT MAX HEAD/SILL MAX MUWON SPACING SEE SHEET 3 M WINDOW WALT, EM IN CONJUNCTION WITH MIAMI —DADE F IMPACT RESISTANT DOORS. STOREFRONT OR DOOR APPROVAL GUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN REQUIREMENTS OF THE FLORIDA HIGH VELOCITY HURRICANE WOOD BUCKS BY OTHERS, LOADS TO THE STRUCTURE ANCHORS SHALL BE AS EMBEDMENT TO BASE MATERIAL ANCHORING OR LOADING ARE NOT PART OF THIS A LOAD DURATION INCREASE ANCHORS INTO WOOD ONLY. MATERIALS INO1D)NG BUT NOT CONTACT WITH 011104 OF 2004/2007 FLORIDA BLDG. GNW AND TESTED TO COMPLY WITH THE [R5.ABJ6 CODE 2004/2007 EDDION INCLUDING (- SE ANCHORED PROPERLY TO TRANSFER SPACED AS SHOWN ON DETALS, ANCHORS BE BEYOND WALL DRESSING OR STUCCO. DMONS NOT SHOWN IN THESE DETAILS AL ALLOWABLE STRESS IS USED IN DESIGN OF TO SCRIMS. THAT COME INTO MATERAS SHALL MEET THE !ITS CODE SECTION 2003.8.4. ANCHORS TYPE A, B OR C SLEET 4 EACH SIDE OF MULL . SEE TYPICAL ELEVATKOSS `....„._AT ANCHORS A, B OR C 'DOOR MULL FOR & 6 THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. llECTRLIC?IONS: USE CHARTS AS FOLLOWS. :+SIRE 1. 1.SIEP_2 DETEJ ME OBEN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE : USING APPUCAS.E ASCE 7 STANDARD. SEE CFNRTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SOE CHECK MULLION CAPACITY FOR A OWEN SPACING AND HEIGHT USING CHARTS ON SLEET 3 FOR STOREFRONT MULLION AND SHEETS 5 & 6 FOR DOOR MULLION, THE CAPACRY SHOULD EXCEED THE DESIGN LAO. USING CHARTS ON SHEET 4 FOR STOREFRONT MULLION AND CHARTS 014 SHEETS 5 & 0 FOR DOOR. MULLION SELECT ANCHOR OPTION WRH DESIGN RR= MORE THAN DESIGN LOAD SPOOFED IN STEP 1 ABOIE. T LOWEST VALUE RESULTING FROM STEPS 2.3 HE AND 4 STALL APPLY TO ENTIRE SYSTEM. 5. D.L OPG. SEE SHEET 2 SEE SHEET 3 D.L OPG. I 1 1 1 - _ _ _ O ,/ — V. / // , o // OF I/ 1 ti I r � %/ i - - -- rr I 1 i // / 1 / 1 1/ / 1 1 1 I SEE 'DELTA " 1 IMPACT DOOR 1 FOR DOOR I & MALLS. O / V. / •// // L. DES -500 ALUMINi STOREFRONT SYS' THIS SYSTEM MAY BE USED COUNTY APPR'D LARGE LOWER DESIGN PRESSURE WILL APPLY TO ENTIRE • CODE REQUIREMENIS FOR IT MAX HEAD/SILL MAX MUWON SPACING SEE SHEET 3 M WINDOW WALT, EM IN CONJUNCTION WITH MIAMI —DADE F IMPACT RESISTANT DOORS. STOREFRONT OR DOOR APPROVAL GUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN REQUIREMENTS OF THE FLORIDA HIGH VELOCITY HURRICANE WOOD BUCKS BY OTHERS, LOADS TO THE STRUCTURE ANCHORS SHALL BE AS EMBEDMENT TO BASE MATERIAL ANCHORING OR LOADING ARE NOT PART OF THIS A LOAD DURATION INCREASE ANCHORS INTO WOOD ONLY. MATERIALS INO1D)NG BUT NOT CONTACT WITH 011104 OF 2004/2007 FLORIDA BLDG. GNW AND TESTED TO COMPLY WITH THE [R5.ABJ6 CODE 2004/2007 EDDION INCLUDING (- SE ANCHORED PROPERLY TO TRANSFER SPACED AS SHOWN ON DETALS, ANCHORS BE BEYOND WALL DRESSING OR STUCCO. DMONS NOT SHOWN IN THESE DETAILS AL ALLOWABLE STRESS IS USED IN DESIGN OF TO SCRIMS. THAT COME INTO MATERAS SHALL MEET THE !ITS CODE SECTION 2003.8.4. ANCHORS TYPE A, B OR C SLEET 4 EACH SIDE OF MULL . SEE TYPICAL ELEVATKOSS `....„._AT ANCHORS A, B OR C 'DOOR MULL FOR & 6 THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. llECTRLIC?IONS: USE CHARTS AS FOLLOWS. :+SIRE 1. 1.SIEP_2 DETEJ ME OBEN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE : USING APPUCAS.E ASCE 7 STANDARD. SEE CFNRTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SOE CHECK MULLION CAPACITY FOR A OWEN SPACING AND HEIGHT USING CHARTS ON SLEET 3 FOR STOREFRONT MULLION AND SHEETS 5 & 6 FOR DOOR MULLION, THE CAPACRY SHOULD EXCEED THE DESIGN LAO. USING CHARTS ON SHEET 4 FOR STOREFRONT MULLION AND CHARTS 014 SHEETS 5 & 0 FOR DOOR. MULLION SELECT ANCHOR OPTION WRH DESIGN RR= MORE THAN DESIGN LOAD SPOOFED IN STEP 1 ABOIE. T LOWEST VALUE RESULTING FROM STEPS 2.3 HE AND 4 STALL APPLY TO ENTIRE SYSTEM. 5. D.L OPG. SEE SHEET 2 SEE SHEET 3 D.L OPG. I 1 1 1 N W}it — © , _ © — 4' MAX TYP. CORNERS 1Y MAX AT HEAD/SILL Pitoaucrinatewso agiftplyfisida donor Wein Cale FIh 1TrLy LAMINATED GLASS LARGE MISSILE IMPACT ENV: Yom IRANYOUN ' 131000 STRUCTURES RA PE 157 AUG 1 2 2008 gt $X n 33$ psi 3d 2 1g of 2 Y 0 0 1 JS (W02 -27 drawing no. (sheet 1 of 11 ) GLASS LOAD CAPACITY - PST cuss LOAD CAPACITY - PST D.LA. WIDTH DLO. WIDTH Uo �� g NOMINAL DIMS. " -^ TYPES 'A' k 'B' NOMINM. D1MS. GLiSS TYPES 'A' & 'B' DA.0. IIDTH D.1.0. Km EXT.( )/01r.( -) DLO. MOTH DLO. NEWT IXC( +/24T. -) : I 28' 3r 38' 40' 44' 48' 52' 58' 60' 80' 1111111Z MI 28' 32' 36' 40' 44" 48' 52' 98 170.0 c ; I j i '.W %, D.LO. HEIGHT i i/i� Z pp F MEMO 130.0 =+�'� 130.0 S l u. ti al a iy cj O 0 l ��T, 130.0 11112MII 130.0 INE''T' 130.0 illaMill INEZ= 127.8 D.LO. HEIGHT' �� 28' 32' M' 40' 44' 48' 102' 130.0 = =MEI 130.0 26' 32' 30' 40' 44' 48' 52' 88' 80' 28' 32' 38' 40' 44' 48' 52' 58" 80' 88' 72' 130.0 MEMO 130.0 MEMO 130.0 MEMO 1294 IIIIE.'%.'' 28' - 32' 38" 40' 44' 108' 130.0 RENEWED Ah N. � /SS�ds24y '`71 of 1/4 HEAT STREN'D GLASS � B+RERIAYER . Jr,. '01ACASfl NOTE: GLASS CAPACmES ON THIS SHEET ARE MASS 1/4 HEAT sTREWD MASS BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). IME.1T„'' 130.0 130.0 MEMO OHS -500 AWN WINDOW WALL SfOREFRONf 'SYS.Jf DELTA DOORS 7500 N.W. 69TH AVE. MIAMI, FL 33166 1E1. (305) 588 -0077 FAX (305) 884 -3111 �� MIME 130.0 MI MEMO 130.0 28' 32' 3r 40' 114' 130.0 IMEMIIII 130.0 INCEI 130.0 11111111 130.0 =En. 44 -1/4' 114 -1/2' 130.0 �� 1/4' HEAT SENTRYM.AS S15 24.0 GLASS PLUS 1/4 HEAT STREW° MIME MI= MI= E 28' �' 38' 40' 44' 48' 98' or 78' �S�lieplort� I=FM11111 �� '. i 1 i 1 IIIIEMINII MEM" MEEMII• 28' 32' 48' ow /MEMO Wir '' VIIIIEMW. IIIME-1111111 ,. BY 'DUPONT' id L 9 1 ° 11 WWI I , likk ' E, i 1 MI ar 44' 4 8' 82' 38' 111•2E1 $ " a =EMI �' Epr: DR. HUtAYOUl1 Pak000 =EMI `_ SMUCTURES CAJt 4635 -_ AUG 1 2 2008 IMEMI a+ ato =E H : ',: M1.. :'.. GLASS TYPE 'H' MEMO drawing nD. W02 -27 Via; ►ZING OPTIONS (sheet 20111 ) "' oacz— zAmots e a.aB coa (lme) lau oosa•rea twos) mat. PATES VOIL101S •IWV(W 3AV Le 'NM 9ECF 1N3WdD13A9010fOOtld 9 S1433MO013 NOLLVaOd2100 b00111Vd-IV u te-ree (sroc) xve uo -mss C9oc) 131 9915£ 1.4 'IYMW '3AV H169 'M'N 005E SNOOD V1130 'SAS 1NOALENOIS TWM MOOWM IflW 00G—SHO gg a A a a a a a el as a 8 gg a a A a a 3 S b 1V DVS 141§*§b �R §X§ 331 130H3 N01T sum= Owe trad 'Ala 'Ala SUMO uortdl.d00p 1HOUN. re Aq 903030 MATO want slop runup :As m) gg a a a NI gi a a a A a a a a a a a a a a gg aaaaaaaa aaaaaaaa Milan mama E § §i §0'11§ k 's 's 'V Wfil §§ §'s §§a§ C1WS §��d's p 1R § S § Viit 1 J Ocia - zo\mals 3 e etewwez two ■ra Doss -rya (soy) ^)a1. P2TEE: VC)eOw UMW MV £9 'M'S 9B=T .1 awao9anaa L7nao11d'Y $sJa3MDN.i NouVi!IOdaoo 0OOHV, I-1V SOH 3 talc -$93 (soc) XY4 =chess (o) -a. 991.££ 14 'IWVIW '3AV H169 'M'N 0091. SI:I000. H.1130 'SAS mo w iOIS -no Hamm rimy 009 -5140 `boo gib iiF a 'c ISTE I w MAR RHIFI RRRRRRRRRRRRAii R R R ; ^ R S ^ if N PARR i i i 3. mARRRRRR i loiHilgiiii ; ;RRR;M PIMP" iiiiliPiIiiinPiRiigia?. RRRR g99g Plii g g ;gm; FARM RiRR RRRROggiiggliRRiiSERi Hill uRi3i35jiii3R 9 g g g g WWI; ig 9 ;1:11g ;;1i' ti 1Q as :c t <ioi) WW F NvMiN IJ�1�) v 1 1 1 1 0 I 0 313£1 3213 3 aw OINVH :Ai; up) VD-13Z-to z p gi;4 FS MAR RHIFI RRRRRRRRRRRRAii i lRRRRRRRRRslRSI RRsIRAiiiR i loiHilgiiii PIMP" iiiiliPiIiiinPiRiigia?. RRRR Plii R irli3Ri3iigggigg;iggg; FARM RiRR RRRROggiiggliRRiiSERi Hill uRi3i35jiii3R 9 g g g g WWI; 9 ;1:11g g 9 RRR 9 A' 9 �i3? Haig.; g ig.; 9 g. iiiF g `PPi3iiiiiiiiiiizigSitgiiRaYri g 9 9 g 9 g 9� 3 g g yyyyilygygy g m ayaggyRlgya gig plyygggigg ya y ygyy 0 Ab{5�;;;.;S35#RRogRS�53RR 0 0 O O O 0 0 0 0 0 R, RRRRd RRRiERRR^RRRRRAi�Ro$RS#R Xi^$R 4 4 4 0 •. n o o Q q n q o a 't • e o n 08 zikkkkkkbkkhkkkkkkiekkkkkbkkk4kVWskkk*3kkbkbkkk'skkbk at ml ?q 4P, wcz— zo\3aois 8169-09z (999) xva 091:919S WOO -Val 1 vchEE tl0 R101i WVW HAV L8'M S SECT 1N3MLdO19S 1011002d It Stl 3NION9 Nouvaoaaoo boomed-1v u 1r -999 (soc) 10r4 moo -998 (sor) 131. 991.££ '13 'INMW '3AV HL89 'M'N 00SL saooa vrao SkS 1N02113NO1S 116 MONA nniv o05 -SHa ,1 - .L/1 mien ED-BL-00 1H013H 311V214 IN . .. •4 . 1111' 1 1H013H 311V214 IN .1103f1 3NVMd inv 11. rr' 1 Al i I LT \ \ . ;* / y // 1 .1103f1 3NVMd !IIH 311 TIN DOM 3RYHi a 8 a 8 8 8 a 8 a a 8 8 a a a 8 0 8 8 O a tl 8q 0 0 188888886868 a a a 2 0 a a a$ 2 RB:Nr$$n'3t8 0 O 1 O 0 6 tl I 0 a ■ 1 8 8 8 MR8886x68 82RI1$886368 8288888 6368 88888886668 R888888E668 inv 11. rr' 1 Al !IIH 311 TIN DOM 3RYHi a 8 a 8 8 8 a 8 a a 8 8 a a a 8 0 8 8 O a tl 8q 0 0 188888886868 a a a 2 0 a a a$ 2 RB:Nr$$n'3t8 0 O 1 O 0 6 tl I 0 a ■ 1 8 8 8 MR8886x68 82RI1$886368 8288888 6368 88888886668 R888888E668 aazz- zo\uOis J e 8L69393 MOM 'XVi ooTase (ow -ELL *AWE VOINO14 9WYIW 3AV LS 'MSC 9E3T .12.13WdO13A3a tonclooke 'R S333NI8N3 NOLLV2iOd2103 OOONvd-111f 1) i¢-sso (soc) Ica Lcoo -we (cos) 'et 99 l££ 'li 'IWVIPI 3AV H169 'M'N OOSL saooa vrt a vs imams -no MOOMA WnW oOS -sHa, 9owso WV OIMYH Mq • ;l Aq a8118188 118;; ; ; ;s ; ;S ;m ; ; ; ; ;iasc ; ; ;2i ;; rn PITT 6 1 lig th g 1 a aPP oa, 13-62-CO wl a a a a a a a a a a a a a a a MI gi a a g g a a a g a a a a 8 a a I 6g P 8 8 8 2 5 a 8 p. a a 8 a 2 6 1 4 4 4 4 4 4 4 4 0 4 a 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 s 4 4 4 4 4 4 4 4 4 4 4 8 8 a S a a 8 a a 8 m 3 _1EfY OR 28Y WOOD BUCKS • TYPICAL ANGERS TYPICAL ANCHORS SEE ELEV. FOR SPACING DEE ELEV.. FOR SPADING ,YMCA. ANCHORS SEE ELEV. FOR SPAOING METAL STRUCTURES. WOOD ,s fla$ �r WOOD BUCKS AND METAL STRUCTURES NOT BY DELTA DOORS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1 /e DIA ULTRAOON BY 'ELCO' (FU.177 KSL Fy.155 KSI) 0 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 'TYPE 'B'— 1 /e DNA. ULTRACON BY 'ELM' DIRECTLY INTO CDNC. OR MASONRY 1 -3/8' MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'— 114 SMS OR SELF' DRILIN6 SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 36 K51 MIN.) ALUMINUM : 1 /e' THK. MIN. (6063 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OI} PAINTED) INTO CONCRETE AND MASONRY — 2 -1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE m 3/4' MIN. RENEWED CONCRETE re - 3000 PSI MIN. wlMAelldW M de MASONRY Pm • 1500 PSI MCo LA. Of' PIT I Dot tott Emir RUMAVOUN wow SIRIICSURES RA. PE 110'IS7 CAN. 3676 TYPICAL. SEE ELEV. FOR SP 4116 1 k 7008 (sheet 7 of 11 1, 1/4• MAX. TYPICAL. ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS lYPKx6 ANCHORS SEE ELEV. FOR SPACING 1/4• MAX. AUf 1 x altlf: drawing no. W02 -27 (sheet 8 o 11 ) D.L OPG STEEL REINFORaNG SEE SHEETS 5 AND FOR CAPAQIY SEE SEPARATE NOA FOR DESIGN LOAD CAPACRY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE Smith. i Oi MR : i - ___,I.,„ 1 al Is 1 ... v...:t liv■ _......, --J >li - -- 1i 1 i D L OPO. LEAF MTDTH LEAF WIDTH ` i TO— ki 1 0L �, '' -3 . ,�- s -1 -- -i mover RENEWED Arovemap =iv � . I le 1 z F� 2 re g 4.984 3.507 a .093 1.663 j 3.983 ,.750 1.600 Q FRAME. JAMB / MUWON 4.862 5-.126 1.000 1.063 3.948 FRAME HEAD /SILL .349 2.984 1.083 3.144 3.500 1.000 ""- POCKET FILLER FRAME HORIZONTAL DOOR MUWON DOOR MULL RENT CHANNEL 16 LIGHT .250 4.000 DOOR MULL • REINF. BAR 17 HEAVY .878 4.825 DOOR MULL REINF. CHANNEL 18 MEDIUM /HEAVY SNAP IN COVER 4 MUWON STEEL REINFORCING 38 KSI 18N. p- 1.284-+ J .947 1A27 I� j! 1.127 If .J \ro .878 .F*- O4 GLAZING STOP pkODIUCT RIMMED romPiAli id* Be Bode* *Wiwi owe Slignalow bate a tV zzzi o n z 393 drawing no. W02 -27 sheet 10 1 m J a O 0 a V W q 4 G N X J' p1 8 1 1 1 1 S� 3 1 i 1 i 1 1 X X * N S N V P MID 03-25-02 J j '1Wie: (DHS -500 AWN WINDOW WALL STOREFRONT Sys. AL-FAROOQ CORPORATION ENGINEERS &PRODUCT DEVELOPMENT 1238 S.W. B7 AVE MIAM7 FLORIDA 3327b TEL (308) 204$100 FAX (908) 2628878 a f �r m L•RZ'1.1Zr T� • = • _' STEEL .. . DELTA DOORS 7500 N.W. 89TH AVE. M Wdl, FL 33166 _ TEL. (305) 883-0077 FAX. (305) 884 -3111 t.e.. 1/2'. r i idr. M: 0,00 } 5 1 B 02.28.08 02.28.08 REV. PER 8000 CON8NT8 00 . P00 8 C TR6 SHEET / jaw w ) STORE\02 -270D Mamas Ag4-.0-11` SHOP D +WING REVIEW ❑ REJECTED NTS ❑ RE- SUBMIT REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONC P ` D CO RACT DOCUMENTS SIGN DATE < (- ! a I MIAMI• COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Delta Doors Manufacturing Co. 7500 NW 69'" Ave Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miaini -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DH -350" Outswing Aluminum Door w /wo Transom -- L.M.I. APPROVAL DOCUMENT: Drawing NO. W04 -83, titled "Series -DH -350 Alum Out -Swing Entrance Door", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 10/05/04, with last revision C dated 12/14 /09, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LIMITATIONS: 1. The Doors are not rated for water infiltration resistant. 2. Refer to design pressure rating based on lock stile reinforcement & lock options. 3. The frame jamb item #3 (5 "x1 "x3.5 ") is rated to max. DP= 70 psf only. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 1012.04 and consists of this page 1 and evidence sheet E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buildinacode NOA No. 10-0121.10 Expiration Date: February 10, 2015 Approval Date: February 17, 2010 Page 1 Delta Doors Manufactgrine Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing NO. W04 -83, titled "Series -DH -350 Alum Out -Swing Entrance Door", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 10/05/04, with last revision C dated 12/14/09, signed and sealed by Arshad Vigar, P. E. B. TESTS "Submitted under NOA # 04- 1123.01" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test (Not Performed) 3) Uniform Static Air Pressure Test, Loading 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 aluminum outswing entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -4254, dated 06/28 /04, FTL -4306, dated 08/31/04 and FTL -4254, all signed and sealed by Edmund() Largaespada, P. E. C. CALCULATIONS "Submitted under NOA # 07- 1012.04" 1. Anchor verification, comparative and structural analysis, prepared by AL- Farooq Corporation, dated 04/26/06 and last revised on June 25, 2008, signed and sealed by Dr. Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. • Notice of Acceptance No. 08- 0520.08, issued to Solutia, Inc. for "Vanceva Composites Glass Interlayer", expiring on 12/11/13. 2. Glazing complies w/ ASTME - 1300 -04 F. STATEMENTS "Submitted under NOA # 04-1123.01" 1. Statement letter of code compliance and no financial interest, dated 06- 25-08, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. 3. Statement letter dated 03/19/07 issued by Delta Doors, clarifying legal name as "Vidco Industries DBA Delta Doors Mfg. ", signed by Melisa Martinez. "Submitted wider NOA # 071012.04" G. OTHER 1. Test proposals # 02 -0472 & # 06 -0182, issued by BCCO. 2. Change of engineer letter, issued by Al -Farooq Corporation, dated 01/ sealed Arshad Vigar, P.E. E -1 ��• %.0, signed and g5:21,--11/24/0 Carlos M. Utrera, P. E. Product Control Examiner NOA No. 10-0121.10 Expiration Date: February 10, 2015 Approval Date: February 17, 2010 —\ s 3 1/2° MAX. t5 1/2" MAC TYP. DU -950 ALUM OUT - SKIING ENTRANCE DOOR SEE CHARTS 014 SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE (X) AND DOUBLE (1414) DOORS W/0 TRANSOM. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF SINGLE (0/() AND DOUBLE (0/XX) DooRS WITH TRANSOM. DOORS CAN ALSO BE USED WITH OHS -500 STOREFRONT SYSTEM. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NAM FOR DOOR MULLION CAPACITY. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. TYPICAL ELEVATIONS THIS PRODUCT HAS BEEN DESIGNED AND tool W TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUL 1NG CODE 2007 EDfDON NCLUDNG HIGH VELOOTY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETABS, ANCHORS EMBEDIAENT 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 01 ANCHORS INTO W000 ONLY. MATERIALS INCLUDING &1T NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERWS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ANCHORS AT TRANSOM ENDS READ. AT DOUBLE COORS ONLY /(5) FOR WOOD INSTALLATIONS (4) FOR CONC. INSTALLATIONS 86 3/4" FRAME WIDTH 82° 1 (::) D.L. 0P0. // 11 _ JL / / II I1 / 11 II 3-1/2" MAX. NUMBER OF ANCHORS AT MTO. METROS MAIENUM DOOR OPNO. SUBSTRATE DESIGN LOAD ,l4,..1 w000 ,,.. • -1 METAL 7s PSF De IN. 4 3 107 -1/2 N. 5 4 too PSF 98 IN. 5 4 4 107 - 1/211. 6 5 - 5 15 1/2° MAC TYP. /I \ i 32 l/8° MAX. D.I.. 016. 41 3/4° MAX. LEAF WIDTH / THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 091:ARMI)MAN 0'*' • JAN 07 2010 .T 1 3 droving no. W04 --83 ebeet 1 of 8 DELTA DOORS STOREFRONT SYSTEM SEE SEPARATE NOA� II G n G n II D n 11 , l7 II II g DOOR WIDTH 0 SEE CHART BELOW 0 - -4 43- 11/18" MAX. FRAME WIDTH ( X ) SINGLE ENTRANCE DOORS W/0 TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. LOCH OPTION I LOCK OPTION 2 LOCK STILE UN- REINFORCED LOCK SL1LE UN- REINFORCED LOCK STILE REINFORCED DOOR ONO. WIDTH ODOR OPNO. HEIGHT EXT. CO INT. ( -) EXT. (+) OTT. (-) EXT. (4) 00. ( -) 32° 98„ 70.0 75.0 100.0 38' 70.0 75.0 100.0 39° 70.0 75.0 100.0 41-.3/4° 70,0 75.0 100.0 32" 102" 70.0 75.0 - 100.0 38° 70.0 75.0 100.0 39" 70.0 75.0 100.0 41 -3/4" 70.0 75.0 100.0 32" 107 -1/2° 70.0 75 .0 . 100.0 38' 70.0, 75.0 100.0 39' 70.0 75.0 100.0 41 -3/4° 70.0 75.0 100.0 FOR LOCK OPTION DESCRIPTION SEE SHEET 7. LOCK STILE LOCK STILE UN-REINFORCED REINFORCED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 1/4" HEAT STREND GLASS 075' INTERIAYER FILM VANCEVA COMPOSRE BY SOLUTIA 1/4" HEAT STREN'D GLASS GLAZING DFTAII DOOR LEAF DELTA DOORS STOREFRONT SYSTEM SEE SEPARATE.NOA1 DOOR OPNG. WIDTH SEE CHART BELOW I. 5 II 4 , ■ , i 0 88 -3/4" MAX. FRAME WIDTH ( XX ) DOUBLE ENTRANCE DOORS W/0 TRANSOM DEIGN WOAD CAPACITY - P8F NOMINAL DIMS. LOCK OPTION I LOCK OPTION 2 LOCK STSR UN- REINFORCED LOCK STILES UN- REINFORCED LOCK STILES REINFORCED ' (+) DOOR CIPNEI. WIDTH DOOR IMO. NEIGH! EXT INLL' (r) 00U. ( -) 84 °. �° 70.0 75.0 100.0 72• 70.0 75.0 100.0 78" 70.0 79.0 100.0 83 -1/2° 70.0 75.0 100.0 84" 102` no • 78.0 100.0 72° 70.0 78.0 94.9 78' 70.0 75.0 94.7 83-1/2 70.0 75.0 91.1 84" 107 -1/2° 70.0 75.0 84.4 72" 70.0 70.0 77.3 78" 70.0 70.0 77.3 83 -1/2" 70.0 70.0 78.7 FOR LOCK OPTION DESCRIPTION SEE SHEET 7. LOCK onus LOCK STRZS 13/18" YIN. 1YP. UN- REINFORCED REINFORCED GLASS BITE GLAZING DETAS, Ft ED,LCTE Engn 44000 yarn cia. FE CANE 14843 JAN 0 7 2010 drawing no. W04 -83 Sheet 2 of 8 ) FOR LOCKZSPTTON-T)ESCRIPTION SEE SHEET 7. i% g re $ i YA - LO TA DOORS STOREFRONT SYSTEM ( 0/X ) SEE SEPARATE NOA DOUBLE ENTRANCE DOORS WITH TRANSOM DOUBLE ENTRANCE DOORS WITS TRANSOM DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. LOGE OPTION I LOCH OPTION 2 LOCK STILE LOCK STME UN-REINFOKC0ON- REINFORE9 LACK STILE REINFORCED NOMINAL DIMS. LOCH OPTION I LACK OPTION 2 LACK STILE UN- REINFORCED LICK STEW UN- IONATORCED LOCK STILE REINFORCED ORO. 1111)114 INCHES - 0001 INCHES 8 WB Heir. ( - - -3 OIL 1 +L (- OPNC. 1817111 INCHES 0008 0088 HEICIOTTRANS011 NEON 187.(iL MT. N 78 83-1/2 80 12 18 24 30 38 40 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 72 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 98.2 78 12 18 24 30 38 40 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 98.3 83-1/2 98 12 18 24 70.0 75.0 1 00 .0 70.0 75.0 100.0 70.0 75.0 100.0 12 18 24 70.0 75.0 98.7 70.0 75.0 908 70.0 75.0 85.2 12 18 24 70.0 75.0 83.1 70.0 75.0 77.8 70.0 73.0 73.0 70.0 75.0 92.0 70.0 75.0 08.3 72 70.0 75.0 82.8 12 18 24 0 38 70.0 75.0 97.5 78 70.0 75.0 909 70.0 75.0 042 83-1/2 102 12 18 70.0 75.0 100.0 70.0 75.0 100.0 12 18 70.0 75.0 91.8 70.0 75.0 88.1 12 10 70.0 75.0 78.7 70.0 73.9 73.9 70.0 75.0 78.8 70.0 73.8 738 70.0 70.8 70.8 72 78 83-1/2 107 -1/2 12 70.0 70.0 77.3 12 70.0 70.0 77.3 12 70.0 70.0 74.8 .7_)2 78 12 15 24 30 36 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 70.0 75.0 100.0 98.8 12 83-1/2 70.0 _70.0 70.0 70.0 78.0 100.0 75.0 100.0 75.0 75.0 94.7 88.7 75.0 83.4 12 18 24 30 70.0 75.0 93.5 70.0 75.0 88.9 70.0 75.0 81.1 70.0 75.0 75.9 70.0 71.2 71.2 72 78 83 -1/2 90 12 18 24 30 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 99.7 12 18 24 30 70.0 75.0 100.0 70.0 75.0 95.7 70.0 75.0 89.7 70.0 75.0 84.3 12 18 24 30 70.0 75.0 88.0 70.0 75.0 82.1 70.0 75.0 78.8 70.0 72.1 72.1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 11 II 1I 11 11 11 11 11 n 11 n 11 11 11 11 FOR 1000 OPTION DESCRIPTION SEE SHEET 7. 000R OPN0. MOTH SEE CHART ABOVE i • V 88 -3/4° MAX. FRAME WIDTH ( 0 /XX ) u z 8 48 1 110 T ARS)140 1710AR FLA. PE 38263. ..CAS: 3538 JAN 01 2010 STILES LOCK REINFORCED DELTA DOORS STOREFRONT SYSTEM SEE SEPARATE NOA 70 cc co 10 o I z o$$ r, z 9 e 8 4 8 V ec drawing no. W04 -83 (sheet 3 of 8 ) SINGLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. LOCH OPTION 1 LOCK OPTION 2 LOCH STILE Uri- RH07(FOACEOUN- LOCK MILE REIN(FoRCE9 LOCK STILE REINFORCED 32 70 41-3/4 80 TO 108 8 TO Alel 75.0 100.0 FOR LOCKZSPTTON-T)ESCRIPTION SEE SHEET 7. i% g re $ i YA - LO TA DOORS STOREFRONT SYSTEM ( 0/X ) SEE SEPARATE NOA DOUBLE ENTRANCE DOORS WITH TRANSOM DOUBLE ENTRANCE DOORS WITS TRANSOM DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. LOGE OPTION I LOCH OPTION 2 LOCK STILE LOCK STME UN-REINFOKC0ON- REINFORE9 LACK STILE REINFORCED NOMINAL DIMS. LOCH OPTION I LACK OPTION 2 LACK STILE UN- REINFORCED LICK STEW UN- IONATORCED LOCK STILE REINFORCED ORO. 1111)114 INCHES - 0001 INCHES 8 WB Heir. ( - - -3 OIL 1 +L (- OPNC. 1817111 INCHES 0008 0088 HEICIOTTRANS011 NEON 187.(iL MT. N 78 83-1/2 80 12 18 24 30 38 40 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 72 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 98.2 78 12 18 24 30 38 40 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 98.3 83-1/2 98 12 18 24 70.0 75.0 1 00 .0 70.0 75.0 100.0 70.0 75.0 100.0 12 18 24 70.0 75.0 98.7 70.0 75.0 908 70.0 75.0 85.2 12 18 24 70.0 75.0 83.1 70.0 75.0 77.8 70.0 73.0 73.0 70.0 75.0 92.0 70.0 75.0 08.3 72 70.0 75.0 82.8 12 18 24 0 38 70.0 75.0 97.5 78 70.0 75.0 909 70.0 75.0 042 83-1/2 102 12 18 70.0 75.0 100.0 70.0 75.0 100.0 12 18 70.0 75.0 91.8 70.0 75.0 88.1 12 10 70.0 75.0 78.7 70.0 73.9 73.9 70.0 75.0 78.8 70.0 73.8 738 70.0 70.8 70.8 72 78 83-1/2 107 -1/2 12 70.0 70.0 77.3 12 70.0 70.0 77.3 12 70.0 70.0 74.8 .7_)2 78 12 15 24 30 36 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 70.0 75.0 100.0 98.8 12 83-1/2 70.0 _70.0 70.0 70.0 78.0 100.0 75.0 100.0 75.0 75.0 94.7 88.7 75.0 83.4 12 18 24 30 70.0 75.0 93.5 70.0 75.0 88.9 70.0 75.0 81.1 70.0 75.0 75.9 70.0 71.2 71.2 72 78 83 -1/2 90 12 18 24 30 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 99.7 12 18 24 30 70.0 75.0 100.0 70.0 75.0 95.7 70.0 75.0 89.7 70.0 75.0 84.3 12 18 24 30 70.0 75.0 88.0 70.0 75.0 82.1 70.0 75.0 78.8 70.0 72.1 72.1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 11 II 1I 11 11 11 11 11 n 11 n 11 11 11 11 FOR 1000 OPTION DESCRIPTION SEE SHEET 7. 000R OPN0. MOTH SEE CHART ABOVE i • V 88 -3/4° MAX. FRAME WIDTH ( 0 /XX ) u z 8 48 1 110 T ARS)140 1710AR FLA. PE 38263. ..CAS: 3538 JAN 01 2010 STILES LOCK REINFORCED DELTA DOORS STOREFRONT SYSTEM SEE SEPARATE NOA 70 cc co 10 o I z o$$ r, z 9 e 8 4 8 V ec drawing no. W04 -83 (sheet 3 of 8 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD 8UCK a ig g TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING NOTE: DOOR AND TRANSOM HEAD NAILS CAN BE INTERCHANGED FOR VARIOUS SUBSTRATES. 1/4 -20 X5/8' HH MACHINE SCREWS AT t FROM ENDS & 18° O.C. 11 + 1 1 1 I_ = 1‘- -'� rs ONLY WOOD BUCKS AND METAL STRUCTURES NOT BY DELTA DOORS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DIA. ULTRACON BY 'ELCO' (Fu -177 KS. Fy -185 KS) INTO28YY 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 -3/8" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. 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 DISTANCS INTO CONCRETE AND MASONRY m 2 -1/2" MIN. INTO WOOD. STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4° MIN. CONCRETE AT HEM. SILL OR JAMBS Pe - 3000 PSI MIN. C -90 HOILOW/FILLED BLOCK AT JAMBS ('m - 2000 PSI MIN. SEALANTS: FRAME CORNERS, ASSEMBLY SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALER. LEAF JOINTS SEALED WITH SILICONE. RA PE 1300183 PRODUCTRENBeilln sseareytylaswiththe FIeas theindoe /8e THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEV. FOR SPACING ALTERNATE LOCATKIN ACCESS HOLE FOR TYPICAL ANCHOR JAN 0 7 2010 drawing no. W04 -83 (sheet 4 of 8) 1/4° MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM D.L. OPC. ACTIVE NOTE' DOOR AND TRANSOM JAMB DETAILS CAN BE INTERCHANGED FOR VARIOUS SUBSTRATES. (2) 3/11-24 X I-1/2* MACHNE SC2EM AT EACH END © REINFORCING BAR SEE FOR CAI & 3 ® 1/4° MAX. SHIM .t ill ,_. -I `�'I.... J1 ....... D.L. OPC. 24 AT " 0.C. - IN- ACTIVE -- M111111111111•111111111111111111111141 ±'rte =mow`T 4D. ii D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE rr� arm tea! am. I* Fr rrrrrrl �iylrrrr■ rrrrrrl D L OPG. LEAF W DTH • grN EXTERIOR FRAM WIDTH 1' BY 2BY WOOD SUCK 7 Jo V' tu z 1 �yy 1 drawing no. W04 -83 (sheet 5 of Q ) 4.952 2.000 1.575 " �- 1.500 1■1� 1 `'Y 3.891 .1987 2.750 =1 1.790 4.437 .tss 2000 IL a j ( g 3777 Q 1 8 lr M x G 8 i d �7 1PIai 41110 ' f.l 2.875 z9s b f t LOCK STILE CAP 094 250 39 SHEAR BLOCK .125-.11.- � () SHEAR CUP 3.773 ) HINGE STILE ( .913 4.039 FRAME HEAD 750 .125 � l°l TOP RAIL 1.481 .158 4.969 125 2.000 ;: r--T----) .--2.000-..- 45 2.470 2.024 1.495 r , _I 082 1.186 (JAMB) ''' g� $ S g i DELTA DOORS 7500 N.W. 69TH AVE. MIAMI, FI. 33166 XL (305) 888 -0077 FAX. (305) 884 -3111 �.1 .734 t3 DOOR STOP 6.000 4 6.482 L`J DOOR FRAME 2.832 HEAD 3.773 O LOCK STILE (IN- ACTIVE) 1.000 .125 3.651 .156 4.166 2.278 - 2.000 5.000 3.500 - 1.952 - .135 1.191 •0+ I .03 I 1.186 f2 DOOR STOP 1.978 - (HEAD) x,196 1.096 3.886 10 LOCK STILE (ACTIVE) description i� RWORGING REV. i 1 g 8 1.952 () `J BOTTOM RAIL .471 .471 3.900 0 FRAME JAMB 1.750 .125 3� .989 .0� .879 .875 �. �7 .989 ��• .832 STOP (DOOR) .349 a .078 FLAT FILLER t9 .841 INTERIOR GLASS } STOP (DOOR) 18 EXTERIOR GLASS 1.952 4 :::: i sat 1.264 .082 228 1.380 --- T B 4 1 1.096 3.507 5.000 .JAN 0 7 20t0 noDu JTR YRD 1280 090 260 1947 4.412 .875 INTERIOR GLASS STOP (TRANSOM i�� Froweng no. O4 ALT. FRAME JAMB a BUMPER THRESHOLD 3.029 18 GLAZING ADAPTER of 0 ) (sheet 6 LOCK OPTIONS SINGLE DOORS; OPTION B1: (PANIC HARDWARE) 1490 CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY DOR- 0 -MATIC. KEY OPERATED ON EXTERIOR. AT 40 -1/2° FROM BOTTOM. OPTION 52: (STANDARD HARDWARE) 3 POINT LOCK SYSTEM WITH 8 PLY MORTISE HOOK LOCK AND 1/2° CIA. BOLT BY REGENT. KEY OPERATED ON EXTERIOR AND THUMB TURN OPERATOR ON INTERIOR. LOCK AT 42° FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. LOCK OPTIONS DOUBLE DOORS; OPTION A1! (PANIC HARDWARE) ACTIVE LEAF; 1490 CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY 0OR- 0- MA11C. KEY OPERATED ON EXTERIOR. AT 40 -1/2° FROM 80TTOM. INACTIVE LEAF 1490 CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY DOR- 0- MATIC. AT 40 -1/2' FROM 8D1TOM. OPTION 12: (STANDARD HARDWARE) /1CTIVE LEAP 3 POINT LOCK SYSTEM WITH 8 PLY MOROSE HOOK LOCK AND 1/2° RXA BOLT BY REGENT. KEY OPERATED ON EXTERIOR AND THUMB TURN OPERATOR ON INTERIOR. LOD( AT 42° FROM 90110M. THROW BOLTS A7 TOP & 80T70M. INACTIVE LEAF 2 PONT LOCK SYSTEM WITH 1/2' DIA. BOLT BY REGENT. THUMB TURN OPERATOR ON INTERIOR AT 42° FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. HINGES; 4 -1/2 X 4° TWO PIECE STEEL BUTT HINGES AT 8° FROM TOP AND BOTTOM AND 31° 0.0. MAX. ITEM # PART # RSQD. DESCRIPTION MATERIAL MANP. /SUPPLTBR /RRMARKS 1 OLD-103 AS RECD. FRAME HEAD 8083 -T5 - 2 DLO -105 1 DOOR FRAME HEAD 6083 48 - 3 OLD -119 2/0008 FRAME JAMB - 8083 -78 - 3A DUX-124 2/1WOR ALT. FRAME JAMS 6083 -18 - ,4 0L0 -111. 1 FRAME SILL 8083 -15 - 8 OLD -107 1/ LEAF TOP RA4. 8083-75 - 7 DLO -110 1/ LEAF BOTTOM RA0. 8083 -75 - 8 OLD -114 1/ LEAF HINGE SALE 8083 -T5 - 9 010 -115 1/ LEAF LOCK SALE (IN- ACTIVE) 8083 -75 - 10 OLD -115 1/ LEAF LOCK STILE (Acne') 8083 -T5 - 11 OLD -117 1 CAP AT LOCKED VILE 8083 -T5 - 12 OLO -108 1 DOOR STOP AT HEAD 8083 -15 - 13 BCE -480 2/ DOOR DOOR STOP AT JAM8 8083 -T5 - 15 -475 AS REOD. FLAT.FIL ZR 8083 -14 - 18 OLD -125 AS RECD. C1AZIN0 ADAPTOR - - 17 OLD -102 AS REOD. INTERIOR GLASS STOP 1RANS0M 8083 -T5 18- OLD -108 4/ LEAF EXTERIOR GLASS STOP DOOR 8083 -75 - 19 OLD -109 4/ LEAF INTERIOR GLASS STOP 0008 8083-15 - 21 - AS REOD. GASKET - TR -53995 70 DUROMETER SILICONE 22 - AS READ. GASKET - TR -3235E 70 DUROMETER EPOM 23 2100 AS REQO. CUOMO TAPE - - 24 04-75 AS REPO. INTERIOR SPACER - IMPACT SYS. 25 DOW 995 AS R EQD. GLAZING COMPOUND SI MCONE DOW 995 27 1350 AS 8000. SEXING MOCK - - 29 112 X 1 -1/4" AS REOD. FRAME ASSEMBLY SCREWS - P.H. SUS 30 112 X 1 -3/4' AS REOD. FRAME ASSEMBLY SCREWS - F.H. SAS 31 1/4 -20 X 5/8° AS REOD. FRAME ASSEMBLY SCREWS - H.H. MACHINE SCREWS 32 10-24 X 1/2° 4/ LEAF 0008 3101' 809085 - F.H. MACHINE SCREWS 33 12 -24 X 1/2° 4/ HASP H9400 INSTALLATION SCREWS - - F.H. MACHINE SCREWS 35 EN-75 - 81A.8 WEATHERSIRIPAINO VINYL .3751-1. X .270 T -SLOT 38 14218 -K - PIE WITH FIN WEATHERSTRIPPING - ULTRAFAB 38 - - SHEAR C.P. 4 -I/2° LONG ALUMINUM - 39 0H-4 - SHEAR BLOCK 8083 -75 - 40 - 2 3 X 2 X 1/8° ANGLE. 4 -3/4° LONG ALUMINUM - 41 - AS READ. REINFORCING 9AR, FL44. LEW9T4 STEEL 1 -1/2° X 1/2° 42 - 2/ LEAF FLUSH 801.7 GU DE CHANNEL ALUMINUM 3° LONG 43 - 2/ HINGE HINGE REINFORCING PLATES ALUMINUM 1 -1/2° X 1/4° X 8' LONG r ARNO wrAR OWL SCAN. S� JAN 0'7 2010 7t c 1 2 a 0 t. 41- droving no. W04 -83 sheet 7 of 8) /10-24 X 3/4° P.H. M SCREWS 3/8-24 X 1-1 2° S.H. M. ALUM PLATE 3 -7/8° LONG °0 1/4 -20 X I/2" .H.M SCREWS tt _1/4 -20 X 1 2• F.H. M ALUM PLATE 8 -7X LONG DOOR BOTTOM CORNER FRAME BOTTOM CORNER .(04"4: 8 FRAME TOP CORNER Ear ARSHM wQNt • Sues3 JAN 41 2010 rateueraitrawso meeswiyhisvabdielladde OMMiseCodo AerepagweNe 04Y 1.10 �Y /,11�)i ?r7rF e < m 0 1 drawing no. W04 -83 sheet 8 of 8 ) 4 --)Lkin Ay% <3,4 dre SWOP DRAWING REVIEW NOTE COMMENTS ❑ REJECTED REVIEV! FOR GENERAL CONFORMANCE WITH EMIT C'? ?C� =��, , :: #ID CO Q;` RACT DOCUMENTS H THE DESIGN SsC 1 DATE /(---/ /7— t/ Form 400A 2i erciai Buildtn .: PROJECT SUMMARY Short Desc: MED Owner: Addressl: 9025 BISCAYNE BLVD. Address2: Description: MEDICAL OFFICE City: MIAMI SHORES State: FL Zip: 0 Type: Healthcare - Clinic Class: New Finished building Jurisdiction: MIAMI SHORES VILLAGE, MIAMI -DADE COUNTY, FL (232600) Conditioned Area 5011 SF Conditioned & UnConditioned Area 5011 SF No of Stories: 1 Area entered from Plans 5011 SF Permit No: 0 Max Tonnage 5 If different, write in: EnergyGauge Summit@ Fla /Com -2008. Effective: March 1, 2009 8/26/2011 Page 1 of 8 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 4,329.0 6,382.0 PASSED LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT None Entered WATER HEATING SYSTEMS PASSES PIPING SYSTEMS PASSES Met all required compliance from Check List? Yes/No/NA IMPORTANT MESSAGE Info 5009 — -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla /Com -2008. Effective: March 1, 2009 8/26/2011 Page 2 of 8 CERTIFICATIONS I hereby cert that the plans and specifications covered by this calculation are in compliance with the orida Efer Code Prepared By: 4,isfi tt 5 ,�f' GlaVibifri Date: 1,70/.L O/l Date: Building Official: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify ( *) that the system design is in compliance with the FLorida Energy Efficiency Code Architect: Electrical Designer: Ar IMI � �f— G7adlerr Lighting Designer: Mechanical Designer: Reg No: Reg No: 4/g% Reg No: Reg No: Plumbing Designer: Reg No: ( *) Signature is required where Florida Law requires design to be performed by registered design professionals. EnergyGauge Summit® Fla /Com -2008. Effective: March 1, 2009 8/26/2011 Page 3 of 8 Project: MED Title: MEDICAL OFFICE Type: Healthcare - Clinic (WEA File: FL MIAMI OPA LOCKA.tm3) Building End Uses Total 1) Proposed 2) Baseline 297.90 511.50 $4,329 $7,508 ELECTRICITY(MBtu/kWh /$) 297.90 511.50 87285 149854 $4,329 $7,508 AREA LIGHTS 0.20 78.60 46 23019 $2 $1,153 MISC EQUIPMT 75.20 75.20 22026 22026 $1,092 $1,104 PUMPS & MISC 0.00 0.00 4 3 $0 $0 SPACE COOL 112.90 201.80 33091 59126 $1,641 $2,962 SPACE HEAT 1.00 1.30 290 384 $14 $19 VENT FANS 108.60 154.60 31828 45296 $1,579 $2,269 Passing requires Proposed Building cost to he at most 85% of Baseline cost. This Proposed Building is at 57.7% PASSES EnergyGauge Summit® Fla /Com -2008. Effective: March 1, 2009 8/26/2011 Page 4 of 8 Project: MED Title: MEDICAL OFFICE Type: Healthcare - Clinic (WEA File: FL_MIAMI_OPA_LOCKA.tm3) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sqft or ft) Ext Light 1 Uncovered Parking Areas -- Yes 0.15 100.0 15 15 Parking lots and Drives Tradable Surfaces: 15 (W) Allowance for Tradable: 15 (W) PASSES All External Lighting: 15 (W) Project: MED Title: MEDICAL OFFICE Type: Healthcare - Clinic (WEA File: FL MIAMI OPA LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance MED 10,004 Exam/Treatment (Hospital) 5,011 3 3 PASSES PASSES EnergyGauge Summit@ FIa /Com -2008. Effective: March 1, 2009 8/26/2011 Page 5 of 8 Project: MED Title: MEDICAL OFFICE Type: Healthcare - Clinic (WEA File: FL_MIAMI OPA LOCKA.tm3) System Report Compliance AHU -1 & 2 AHU -1 & 2 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 2 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled 14.00 12.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System - Supply Constant Volume AHU -3 & 4 AHU -3 & 4 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 2 Component Category Capacity Design Eff Design IPLV Comp, Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 13.50 12.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System - Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None EnergyGauge Summit® FIa /Com -2008. Effective: March 1, 2009 8/26/2011 Page 6 of 8 Project: MED Title: MEDICAL OFFICE Type: Healthcare - Clinic (WEA File: FL MIAMI_OPA LOCKA.tm3) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss fiance Water Heater 1 Electric water heater <= 12 [kW] 0.93 0.93 PASSES Water Heater 2 Electric water heater <= 12 [kW] 0.93 0.93 PASSES Water Heater 3 Electric water heater <= 12 [kW] 0.93 0.93 PASSES PASSES Project: MED Title: MEDICAL OFFICE - Type: Healthcare - Clinic (WEA File: FL MIAMI OPA_LOCKA.tm3) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Reg Ins Compliance [inches] Runout? Temp [Btu -in/hr Thick [in] Thick [in] [F] .SF.F] Heating System (Steam, Steam 0.25 False 105.00 0.28 0.50 0.50 PASSES Condensate, & Hot Water) PASSES EnergyGauge Summit® FIa /Com -2008. Effective: March 1, 2009 8/26/2011 Page 7 of 8 Project: MED Title: MEDICAL OFFICE Type: Healthcare - Clinic (WEA File: FL MIAMI OPA LOCKA.tm3) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Report Operations Manual Windows & Doors Joints /Cracks Dropped Ceiling Cavity System Reheat HVAC Efficiency HVAC Controls Ventilation Controls ADS HVAC Ducts Balancing Piping Insulation Water Heaters Swimming Pools Hot Water Pipe Insulation Water Fixtures Motors Lighting Controls 13 -101 13- 102.1, 13 -410, 13-413 13- 406.AB.1.1 13- 406.AB.1.2 13- 406.AB.3 13-407 13 -407.B 13 -407, 13-408 13- 407.AB.2 13- 409.AB.3 13-410 13- 410.AB 13- 410.AB.4 13- 411.AB 13- 412.AB 13- 412.AB.2.6 13- 411.AB.3 13- 412.AB.2.5 13-414 13- 415.AB Input Report Print -Out from EnergyGauge FlaCom attached Operations manual provided to owner Glazed swinging entrance & revolving doors: max. 1.0 cfm/ft2; all other products: 0.4 cfm/ft2 To be caulked, gasketed, weather - stripped or otherwise sealed Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls HVAC Load sizing has been performed Electric resistance reheat prohibited Minimum efficiences: Cooling Tables 13- 407.AB.3.2.1A -D; Heating Tables 13- 407.AB.3.2.1B, 13- 407.AB.3.2.1D, 13- 408.AB.3.2.1E, 13- 408.AB.3.2F Zone controls prevent reheat (exceptions); simultaneous heating and cooling in each zone; combined HAC deadband of at least 5 °F (exceptions) Motorized dampers reqd, except gravity dampers OK in: 1) exhaust systems and 2) systems with design outside air intake or exhaust capacity <300 cfm Duct sizing and Design have been performed Air ducts, fittings, mechanical equipment & plenum chambers shall be mechanically attached, sealed, insulated & installed per Sec. 13-410 Air Distribution Systems HVAC distribution system(s) tested & balanced. Report in construction documents In accordance with Table 13- 411.AB.2 Performance requirements in accordance with Table 13- 412.AB.3. Heat trap required Cover on heated swimming pools: Time switch (exceptions); Readily accessible on/off switch Table 13- 411.AB.2 for circulating systems, lust 8 feet of outlet pipe from storage tank and between inlet pipe and heat trap Shower hot water flow restricted to 2.5 gpm at 80 psi. Public lavatory fixture how water flow 0.5 gpm max; if self - closing valve 0.25 gallon recirculating, 0.5 gallon non recirculating Motor efficiency criteria have been met Automatic control required for interior lighting in buildings >5,000 s.f.; Space control; Exterior photo sensor, Tandom wiring with 1 or 3 linear fluuorescent lamps>30W [2! r EnergyGauge Summit® Fla /Com -2008. Effective: March 1, 2009 8/26/2011 Page 8 of 8 EnergyGauge Summit v3.20 INPUT DATA REPORT Project Name: MED Project Title: MEDICAL OF'FICE Address: 9025 BISCAYNE BLVD. State: FL Zip: 0 Owner: Proiect Information Orientation: North Building Type: Healthcare- Clinic Building Classification: New Finished building No.of Stories: 1 GrossArea: 5011 SF 8/26/2011 EnergyGauge Summit® v3.20 1 Zones No Acronym Description Type Area [sf7 Multiplier Total Area [i7 1 MED MED CONDITIONED 5011.0 1 5011.0 Spaces No Acronym Description Type Depth [ft] Width [ft] Height Multi [ft] plier Total Area [sf] Total Volume [cf] 8/26/2011 EnergyGauge Summit® v3.20 1 In Zone: MED 1 MED MED ExamlTreatment (Hospital) 100.22 50.00 12.00 1 5011.0 60132.0 0 Lighting No Type Category No. of Luminaires Watts per Power Control Type Luminaire [W] No.of Ctrl pts In Zone: MED In Space: MED 1 Recessed Fluorescent - General Lighting No vent 1 15 15 Manual On/Off 3 0 Walls No Description Type Width H (Effec) Multi [ft] [ft] plier Area DirectionConductance Heat Est] [Btu/hr. sf. F] Capacity [Btu /sf.F] Dens. R -Value [lb /cf] [h.sf.FBtu] In Zone: MED 1 N WALL 5/8" stucco 81.00 /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 2 E WALL 5/8" stucco 65.00 /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 3 S WALL 5/8" stucco 74.00 /8 "CMU /3/4 "ISO BTWN24 "oc /.5" GYP 4 W WALL 5/8" stucco 72.00 /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 12.00 1 12.00 1 12.00 1 12.00 1 972.0 North 0.2067 5.731 780.0 East 0.2067 5.731 888.0 South 0.2067 5.731 864.0 West 0.2067 5.731 34.65 4.8 ■ 34.65' 4.8 ■ 34.65 4.8 ■ 34.65 4.8 ■ 8/26/2011 EnergyGauge Summit® v3.20 2 8/26/2011 EnergyGauge Summit® v3.20 3 Windows No Description Type Shaded U SHGC Vis.Tra [ Btu/hr sf F] W H (Effec) Multi Total Area [ft] [ft] plier [sf] In Zone: MED In Wall: W WALL 1 W WIND User Defined No 1.2500 0.82 0.76 58.00 6.00 1 348.0 Doors No Description Type Shaded? Width H ( Effec) Multi [ft] [ft] plier Area Cond. Dens.. Heat Cap. R -Value [sf] [ Btu/hr. sf. F] [1b /cf] [Btu/sf. F] [h.sf.F/Btu] In Zone: MED In Wall: E WALL 1 E DOOR Solid core flush (2.25) No 3.00 7.00 3 21.0 0.3504 0.00 0.00 2.85 Roofs No Description Type Width H (Effec) Multi Area [ft] [ft] plier [sf] Tilt Cond. Heat Cap Dens. R -Value [deg] [Btu/hr. Sf. F] [Btu/sf. F] [lb /cf] [h.sf.F/Btu] In Zone: MED 1 ROOD Mtl Bldg Roof/R -19 Batt 50.00 100.22 1 5011.0 0.00 0.0492 1.34 9.49 20.3 ❑ Skylights No Description Type U SHGC Vis.Trans [Btu/hr sf F] W H (Effec) Multiplier Area Total Area [ft] [ft] [Sf] [Sf] In Zone: In Roof: 8/26/2011 EnergyGauge Summit® v3.20 3 Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R Value [ft] [ft] plier [sf] [ Btu/hr. sf. F] [Btu /sf. F] [lb /cf] [h.sf.F/Btu] In Zone: MED 1 FLOOR 1 ft. soil, concrete 50.00 100.22 1 5011.0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad 8/26/2011 EnergyGauge Summit® v3.20 4 Systems AHU -1 & 2 AHU -1 & 2 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 2 Component Category Capacity Efficiency IPLV 1 Cooling System 2 Heating System 3 Air Handling System - Supply 48000.00 14.00 8.00 34130.00 1.00 1600.00 0.80 M M ■ AHU -3 & 4 AHU -3 & 4 Constant Volume Air Cooled Split System < 65000 Btu /hr No. Of Units 2 Component Category Capacity Efficiency IPLV 1 Cooling System 2 Heating System 3 Air Handling System - Supply 60000.00 13.50 8.00 34130.00 1.00 2000.00 0.80 ■ ■ ■ Plant Equipment Category Size Inst.No Eff. IPLV 8/26/2011 EnergyGauge Summit® v3.20 4 Water Heaters W- Heater Description Capacit`Cap.Unit VP Rt. Efficiency Loss 1 Electric water heater 2 Electric water heater 3 Electric water heater 3 [Gal] 3 [Gal] 3 [Gal] 3 [kW] 3 [kW] 8[kW] 0.9300 [Ef] 0.9300 [Ef] 0.9300 [Ef] Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SHGC VLT ASHULSg1C1rA1 User Defined 1 1.2500 0.8200 0.7600 1Frm 0 8/26/2011 EnergyGauge Summit® v3.20 5 Ext- Lighting Description Category No. of Luminaires Watts per Area/Len/No. of units Control Type Luminaire [O./ft/No] Wattage [W] 1 Ext Light 1 Uncovered Parking Areas -- 1 Parking lots and Drives 15 100.00 Photo Sensor control 15.00 ❑ Piping No Type Operating Temperature [F] Insulation Conductivity [ Btu- in/h.sf.F] Nomonal pipe Insulation Diameter Thickness [in] [in] Is Runout? 1 Heating System (Steam, Steam Condensate, & 105.00 Hot Water) 0.28 0.25 0.50 No ■ Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SHGC VLT ASHULSg1C1rA1 User Defined 1 1.2500 0.8200 0.7600 1Frm 0 8/26/2011 EnergyGauge Summit® v3.20 5 8/26/2011 EnergyGauge Summit® v3.20 6 Materials Used Mat No Acronym Description Only R -Value Used RValue Thickness [h.sf.F/Btu] [ft] • Conductivity [Btu/h.ft.F] Density [Ib /cf] SpecificHeat [Btu/lb.F] 187 Mat1187 UYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 1__I BOARD,1 /21N 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ■ 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ■ 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ■ 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 ■ 42 Mat142 8 in. Lightweight concrete No block 2.0212 0.6670 0.3300 38.00 0.2000 ■ 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ■ 94 Matl94 BUILT -UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ 3 /8IN Constructs Used No Name Simple Construct Massless Conductance Construct [Btu/h.sf.F] Heat Capacity [Btu /sf.F] Density [Ib /cf] RValue [h.sf.F/Btu] 1011 5/8" stucco /8 "CMU /3/4 "ISO No No 0.21 5.73 34.65 4.8 M BTWN24 "oc /.5" Gyp Layer Material Material Thickness Framing No. [ft] Factor 1 268 0.625" stucco 0.0521 0.000 ■ 2 42 8 in. Lightweight concrete block 0.6670 0.000 ■ 3 269 .75" ISO BTWN24" oc 0.0625 0.000 ■ 4 187 GYP OR PLAS BOARD,1 /21N 0.0417 0.000 M 8/26/2011 EnergyGauge Summit® v3.20 6 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [ Btu/h.sf.F] [Btu/sf.F] [lb /cf] [h.sf.FBtu] 1056 Mtl Bldg Roof/R -19 Batt No No 0.05 1.34 9.49 20.3 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 94 BUILT -UP ROOFING, 3 /8IN 0.0313 0.000 2 23 6 M. Insulation 0.5000 0.000 0 0 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu /sf.F] [thief] [h.sf.FBtu] 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 ❑ 2 48 6 in. Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET W/RUBBER PAD 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [ Btu/h.sf.F] [Btu /sf.F] [lb /ef] [h.sf.FBtu] 1058 Solid core flush (2.25) No Yes 0.35 2.9 ❑ Layer Material Material No. Thickness Framing [ft] Factor 1 279 Solid core flush (2.25 ") 0.000 ❑ 8/26/2011 EnergyGauge Summit® v3.20 7 . . , 1 V I LU AL .1 '..,,,,.........,,...„__,--T BUILDING CODE COMPLIANCE OFFICE (BCCO);- PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Daybar Industries Limited 1235 Aerowood Drive MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING' 140 WEST FLAGLER STRUT, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 s. www.miamidade.uov/buildinacode • • Mississauga, Ontario, Canada L4W 1119 • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Cdirtrol Divisien and a.ccOte4 by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed* by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Con.th.:,l Division (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) rescerve the right tO have this product or material tested for quality assurance purposes. If this product or material fails tea perform the accepted manner, the manufacturer will incur the expense of such testing and the ARJ ina.y immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the righ to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 9s18" Single Flush Outswing Commercial Steel Door iv/ Series"AS" fiaimes & Exit Devices .; APPROVAL DOCUMENT: Drawing No. 09-031, dated 03/11/09, titled "Series LS18 Flush Outwork% Commercial Steel Door w/Series "AS" Frame", sheets 1, 1A, 2 through 13, 13A and 14 of 14, prepared.by 'fllteco Inc., signed and sealed by Walter A. Tillit Jr., P.E., signed and sealed by Walter A. Tillit Jr. , P. B., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expirations dstt. by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state anij 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 RhAll automatically terminate this NOA. Failure' to ?of/1ply '• 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 toiloWed 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 Malimfacturtir • and shall be available for inspection at the job site at the request of the .Building Offkial, . * This NOA revises NOA # 08-0110.12 and consists of this page 1 and evidence pars L.1, as well ai document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 09.0323,23 - ExpirAtion Dote: AprIJ ge, 111:;3 APPruYtil rilky 74, 'W?: i'f4pit Daybar Industries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • A. DRAWINGS (transferred from file # 08-0110.12) 1. Manufacturer's parts and sections drawings. 2. Drawing No. 09 -031, dated 03/11/09, titled "Series LS18 Flush Outswing Commercial Steel Door w /Series "AS" Frame ", sheets 1, I A, 2 through 13, 13A and 14 of 14, prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E., signed and sealed by Walter A. Tillit Jr. , P. E., signed and sealed by Walter A. Tillit Jr. , P. E.. B. TESTS (transferred from file # 08- 0110.12) Original test conducted per SFBC PA 201, 202 and 203 -94, now termed as TAS 201, 202 and 203 -94. 1. . Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 (except spit 7 louver) 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant Test, per FBC, TAS 202 -94 (except sp. # 7 louver) 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, CO S 203 -94 . 6) Forced Entry Test, per FBC 2411.3.2.1 b) and TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by Hurricane Testing Laboratory, LLC, Test Report No. HTL- 0279 - 1917.01, dated 10/17/01, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. Anchor Verification Calculations, complying w/ FBC-2004, dated 06 -16 -2005, prepared, signed and sealed by Walter A. Tillit Jr., P. E. (transferred from. file #.00- 0110.12). 2. Statement letter of compliance to FBC -2007, dated April 29, 2009, signed by Walter A. Tillit Jr., P. E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (Transferred from File # 08- 0110.12) 1. Tensile Test report No Test Report No. QCM -2EM -613, dated May 28, 2002, issued by Q C Metallurgical, Inc, per ASTME -8, signed & sealed by Robert Kelly. 2. Notice of Acceptance No. 07- 1107.08 issued to Dyplast Product, LLC (Former Apache Products Company) for `BPS- Expanded Polystyrene. Insulation ", . expiring on 01/11/12 F. STATEMENTS • 1. Statement letter of compliance to FBC -2007 and "No financial interest", both dated April 29, 2009, signed by Walter A. Tillit Jr., P. E. 2. Statement letter of anchor verification compliance to FBC -2004, dated June 10, 2005, signed by Walter A. Tillit Jr., P. E. (Transferred from File # 08- 0110:12) • 3. Statement letter of compliance issued by Fenestration Testing Laboratories, as part of above referenced test report. G. O'1'HI R 1. This NOA revises NOA # 08- 0110.12, expiring April 10, 2013. 2. Manufacturer/Distributor agreement between Daybar Industries Ltd. & Daybar Southeast Service Centre, signed by respective officials. • 3. Letter dated 11/17/04 issued by U-can Fastening Product for material,pcoperty., signed by Paul Marial, P.E. 141k ) llshaq I. chaada, P.E. . . l'roduet Contrgl Exfrniaer z ... . r(0411 No.99- 93023:2 ; Expiration ]Date: April 10; 2013 Approval Date: May 20, 2009 E -1 . • 111L 40.5000 MAX ROUGH GPENING VIDTH ( 1 36.0000 —Al g 1 ..........."--DOOR SURFACE CLOSER REINFORCING DETAIL it 11/6, 13/7 END CHANNEL REINFIIRCING DETAIL 4312/5 Tip CAP =Au. 614/8 SURFACE DOLT REINFORCING DETAIL 010/12 EDGE SF_CTMN SEE DETAIL* 6/4 SURFACE CLOSER fr REDVIRCING DETAIL 11/6 — 8 £9 SURFACE CLOSER REINFORCING + S W 2 1 e 14 C DETAIL D 11/6, 13/7 0 END CHANNEL REINFORCING DETAIL D12/5 TOP CAP DETAIL D14/8 0 DEAD BOLT 0 CYLINDRICAL LOCK 47 RP REINFTURCINGZ- SEE DETAIL 69/10 DOOR SECTION THROUGH/ / SEE .DETAIL66/4 /.. . SUIZFACE BOLT REINTER= DETAIL 4110/12 END CHANNEL • DETAIL #12/5"N 161 LOCK ,0010C,±1 REINFORCING SEE DETAIL 08/11 DOOR SECTION THRaUGH sa DETAIL86/4 • . . END CHANNEL BETA/ 612/5-\\ 1pDET.17/3 3 1 g 2..,:a 2.7500+. . P3; • &rill • . • ASSEMBLY: '#I ELEVATION ..SINGLE • -•-•• • - DOOR EXTERIOR VIEW (OUTSWING).:- WALL CONDITION • XISTING- MASO,NR?• : -OR WOOD -STUD WALL * ANCHORt-, ..;11,A••• DETAIL %22 • DETAIL 616/3 EA. SIDE N$I. ASSEMBLY #2 E;LEVATION DR WPM =REVS •- • SHEET a) SINGLEJ1MR EXTERIOR VIEW ' . (OUTSWING), \A./ALL, Cp.NDITION .- WOOD STUD AND-JERI ii;;Pc_ • .DETEX::RIN EXIT' DEVICE P:-Av,1_ LOCK 4' DEAD BIILT camlusgo . • . •.. • . . ...a . . • . , ... • • • • • - • • ^ --•••••••: • : . • • • MO 1.7- .. • • ,.,.,•• • ASSEMBLY #3 ELEVATION SINGLE DOOR EXTERIOR VIEW '<OUTSWI4G'4 WALL •11:RISE. LOCIL, 1) 1111.7eiVi7. V57 12:4008718 TAM A. Ar.LIE,A-ra • • WOW Utt. f Ofter. , St.09% 4=910 CODE PM tranctrf mew pt4E) ,SERIES 1518 ELUS){ AMINO COMDC,K44, DOOR .w/sars ”*.s4 net . ' .• DATBAR INDUSTRIES. LTD tt:43 • :4111W, IOSSSCAU44 • • CAMPA: : • TE1.1 41$424> • ErM74.11.1111111111•1111111■110 NMINNIIN 40.5000 MAX ROUGH GPENING VIDTH 40.0= 36.0000 —Al g 1 r : 1 SURFACE CLOSER REINFORCING S W 2 1 e 14 g DETAIL D 11/6, 13/7 0 END CHANNEL REINFORCING DETAIL D12/5 TOP CAP DETAIL D14/8 0 DEAD BOLT 0 CYLINDRICAL LOCK 161 LOCK ,0010C,±1 REINFORCING SEE DETAIL 08/11 DOOR SECTION THRaUGH sa DETAIL86/4 • END CHANNEL BETA/ 612/5-\\ 1pDET.17/3 3 1 g 2..,:a 111E1M31221111121 • R.7300 1,--"-.**M1 v R.7500 N$I. ASSEMBLY #2 E;LEVATION DR WPM =REVS •- • SHEET a) SINGLEJ1MR EXTERIOR VIEW ' . (OUTSWING), \A./ALL, Cp.NDITION .- WOOD STUD AND-JERI ii;;Pc_ • .DETEX::RIN EXIT' DEVICE P:-Av,1_ LOCK 4' DEAD BIILT camlusgo . • . •.. • . . ...a . . • . , ... • • • • • - • • ^ --•••••••: • : . • • • MO 1.7- .. • • ,.,.,•• • ASSEMBLY #3 ELEVATION SINGLE DOOR EXTERIOR VIEW '<OUTSWI4G'4 WALL •11:RISE. LOCIL, 1) 1111.7eiVi7. V57 12:4008718 TAM A. Ar.LIE,A-ra • • WOW Utt. f Ofter. , St.09% 4=910 CODE PM tranctrf mew pt4E) ,SERIES 1518 ELUS){ AMINO COMDC,K44, DOOR .w/sars ”*.s4 net . ' .• DATBAR INDUSTRIES. LTD tt:43 • :4111W, IOSSSCAU44 • • CAMPA: : • TE1.1 41$424> • ErM74.11.1111111111•1111111■110 NMINNIIN 6 ❑/A ASSEMBLY HEIGHT 84 HEIGHT HONE WALL CONDITION VARIES ;SEE • LEVATIONS PAGE #1, AND ANCHOR DETAILS PAGE #13 AS 5 3/4° SERIES FRAME SEE (TYPICAL) SECTION DETAIL #15,16 <PAGE #3) WEATHER STRIP NGP #120NA. SECURED WITH DOUBLE ROW OF #6x1/2° SMS SCREWS 81° FROM EACH END AND 4° C/L CAS': PREDRILLED BY MANUFACTURE) 16 THRESHOLD NGP #950NA CURED WITH TAPCCN 3/16' x 1 3/4' FLAT HEAD MASONRY SCREW OR # 8 x 2° F.H. S,M.S. 0.125 OR # 10 x 2° F,H.W.S. LOCATED 2 3/4° FROM EACH END AND 10° C /L. (4 SCREWS TOTAL ON ASSEMBLY) APPLY GE SILICONE II CLEAR SEALANT TO BASE OF THRESHOLD PRIOR TO INSTALLATION ® 3/4° CELL PAPER HONEYCOMB 0 Q 3/4' A TYPICAL VERTICAL SECTION • 0 I6 THRESHOLD NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, SEAL JOINT WITH GE SILICONE II CLEAR SEALANT SURFACE APPLIED WEATHER STRIP 0 In TV V AV A L /VV, ETAY A YA T ►Y A TAYAY A W rAYAY17 A 1 A V A V A TA 1A V r T A V A T A T17r 7i T A TA 70 A W, V A t A V A T A T r V r r l r 7 i l r a VA V A V r ' T A T A VA V A V A r V l IlTr'IiV I 41 r O p CO a: o 3 BEADS GE : o o SILICON :1I [FLUOR LINE DOOR 18 GAUGE .045 MINIMUM. LL STEEL CDMPCINENTS OF THISJTEM,..Ge., FACE SHEETS,•INTERNAL COMPONENTS AND. REINFORCEMENTS:ARE MANUFACTURED FROM TENSION LEVELED STEEL CDNFORMIN !.TD.ASTTM`A9'2,4,.GALMANIZED TO ASTM ' .A653/A653M,• COMMERCIAL. STEEL <TYPE B), • COATING ))ESIGMATION -A40/• ••KNEIVN- :DG1MMERCIALLY AS PAINTAALE • .GAL:VANNEALI AVERAGE TENSILE • STRENGTH: •S2 KSI "•.1AVERAGE YIELD STRENGT HL: 45 KSI, ELONGATION=. 40:4, —11,5,0000 '-- T EXTRUDED ALUMINUM, THRESHOLD NGP #950NA 35.7500 36.0000 R/O 40.0000 <MAX, 40.5000) TYPICAL HORIZONTAL SECTION DOOR.. MODEL= SERIES LS18 FLUSH OUTSWING. COMMERCIAL STEEL W/ SERIES 'AS" FRAME • (FRAME 16 GAUGE '.056 MINIMUM ". ALL STEEL COMPONENTS OF' THIS `ITEM, I.e,,. HEAD, JAMIfS :, REINFORCEMENI: 'AND ANCHORS ARE MANUFACTURED FRDM.COMMERCIAL STEEL' (TYPE ), GALVANIZED TO ASTM. A a3 /4658M. e.„1C 1ING DESIGNATION A40 KNOVN COMMERCIALLY AS PAINTRELE • GAI:VANNEAL:i AVERAGE • TENSILE' STREN1 T?•, 52 KSI AVERAGE, YIELD 'STRENGTH, 45 KSI, ELONGATION= 40)I:-.:•.• (1 MA. AX. SHIM SPACE IS 1/4' TYP, 1250 iNicrtUCi tsvdED aseavisloswithdtemodia Wham Code phigationaite \♦{ r3 °gyp IOM! � • hN� .• Muth P L OR1DR BUILDING CODE ($$1GH VELOCItY ailiRr.ANE ZONE) SERIES LS18 FLUSH =SWING COMMt:RGl/4... STEEL SjCOR W /SERIE4 AS STEEL MANE IL.tEC®o l4. a • 4416 68 DAYDAR INDUSTRIES L1I1 cut ° °a • Tar °a5 6 FAR ces-oo, INIZCZEINE=111131111111 neeesmoomasearammil 3 /vas 09 -031 CRA60 60 • A 112 11.875 REINFORCING MATERIAL! GAUGE 12 MINIMUM 0.097 THICK) GALVANNEAL SURFACE STRIKE REINFORCING DETAIL #19 1. DIEMITERED CORNER CANT. WELDED INSIDE FACES & AT RETURNS E. CAULK CONK ETE• INSIDE .. CORNER WITH GE SILICONE II TYPICAL WELDED .'CORNER D_ �`L,#16 5.750 MATERIAL' GAUGE 10 MINIMUM GALVANNEAL 0 Q 4 1/2' FRAME HINGE REINFORCING DETAIL #17 0.43' MATERIAL1 0.4370 GAUGE 16 MINIMUM (.057) GALVANNEAL . AS • 5 3/4° TYPICAL • SECTION THROUGH DETAIL #15 • ■ '® 1 o ■ O0 0 OFFSET 1.1878 MATERIAU GAUGE 12 MINIMUM GALVANNEAL 05 4 7/8' STRIKE REINFORCEMENT FOR FRAME DETAIL #18 #8 -32 0.750 SCREW . DEAD LOCK STRIKE TAB 1.4 GA (0,074) MIN ATTACHED TO STRIKE JAMB W/ (3) 1/8`7 PROJECTION WELDS.. 0,1875 -1 ..mtamentevIsED 9 -o3z3. z3 ,, (,, 043 DID comw FLORIDA BUILDING CODE (BIGH VELOCITY B;URRICANZ ZONE) *OMB mr0:o 0 �. � rk't%rarai 4 -.. . SERIES LSIS FLUSH OUTSWING COMMERCIAL STEEL DOOR W /SERIES AS STEEL FRAME sway, • LO. DAYD R INDUSTRIES LTD . pe La, ,Ui 625-40)t.' 0 /11 /o amoissimm sores our 09r 03.1 SInf S, OF 14.. LOCKSEAM FILLED WITH HELMIPRENE # C8323 -1 ADHESIVE - SEALANT DOOR BACK OR NARROW SIDE MATERIAL: ® 18 GAUGE GALVANNEAL N 3/4° CELL PAPER HONEYCOMB BONDED TO FACE SHEET WITH CONTACT ADHESIVE HELMIBOND # 8320 -1 DOOR FRONT OR. WIDE SIDE DOOR SECTION THROUGH EDGE SEAM, 'DETAIL #6 BOTH DOOR EDGES 1/8° IN 2° BEVEL PRODUCT RevnE0 rwissjoampsiftwith um Florida Aceapente EtNgmtion Da* -O o/g o 2022 m22c2 e . = ,045 MINIMUM P'WPoDA ROVINGICODE (ILIGN.tO.00flY..13URRICANE ZONE) 09 -•O31 •• raaw as as •SIEUT 4.01, -14 —1. 0.5625 1/8'0 FUR • SPOT WELDS (TYP.) ELEVATION 35,0000 0.3125 X 0,8750 OBROUND SURFACE CLOSER. PLAN PaCCIUM REVISED MATFRIALI FASTENING SLOTS e"'�m+Florida 16 GAUGE (0.057) MINIMUMa ozz9 Egiracke Da, GALVANNEAL, gs Is "3 - • • DOOR TOP AND BOTTOM TYPICAL END CHANNEL` �` 0 FLORIDA BUILDING CODE (HIGH VDLOCRY HURRICANE ZONE) DETAIL #12 .1, 7. tCiC4 CO Taos mEC9 INC. OCNINONNN4 nwt r $WQ a �ceo,mraar r r'r; MS Ell 7DT_IC��g�,. d: aE: SERIES LS18 PtUSN OUTSWING .COMMERCIAL STEEL DOOR W' /SERIES. "A$ STEEL FRAME DAYBAR INDUSTRIES LTD ONALFALFIXIA Ma 878-8808 9(0 879 -41105 -s . CCM B L0. 4/„,00 DMZ O9 -037 ORO NB _ 0.5313 TYP. 0.0740 MIN. TYP, PLAN 0,6250 8 SECTION MATERIAL) 1.4 GAUGE (0.074) MINIMUM GALVANNEAL 3D VIEW LIMUCriaiVISED • dkospft,..Na0 -03 Z3 • , .tralintiatim • 0_ J1/411142, DOOR SURFACE CLOSER REINFORCI1s1G DETAIL #11 ..oet.o..O;*t,oive000to..o.o4v00000000v ....;oompertomOiAttOr, • • ..- . PLoRa.k BuiLmia Cot5E Vaaprry HURRICANE ZONE) 02oce lusai Qmareemea) / nwr imam a ItMOINIXICte COMPANY. "Tomo?(050-a .Wirt.)XP-ast s-mott Ntiootkottottot . ES-01101019 Pm= 4.4111/ 440 SUMS. LS18 FWS14. OUTSYitide COMM*14,1. STEEL gpOR W/SERIE.5•74e sTEL. Pura DRAW* ers L. DAYBAR INDUSTRIES LTD . sajoirmanweveasstmeam teu tie wiewaseja 111111==111:=1111CX:111111111===11•11 L=Er.swErzrzAiLlelfitil mrs:Nowasompsunsimewrom 3/11/01 0.9-031 ORONO tto . SIM 0 nr. 14 1.4375 •• DOOR TOP END CHANNEL (SEE DETAIL 12/5) DOOR SURFACE CLOSER . REINFORCEMENT <SEE DETAIL 11/6) DOORSURFACE CLOSER REINFORCEMENT AND END CHANNEL ASSEMBLY DETAIL #13 . • . . • . " • . MAR 1 7 , _PRoDucrovisep ,..rminzacreratu:iasthen.ict. 1 ' __ . _Aecgithmovo______Ofi-o323 23 .• 44A•.• PIII*0 • K.I. • • MS lanao Rim mammal _____________ FLORIDA Mu= Cope Mal VELocrrt HURRICANE ZONE) • SERIES LS18 fLUSII ,OUTSWING COMMERCIAL mot en • STEEL DOOR VP/SERIES "AS" STEEL FRAME Le. / WIC:".prat: 14.771:\ mur rrstaxe i i watottimme COWAN."' ' ER-0008710 ir-OloOL StioatbooLoo, Mt DAYW.INPUStETILTD., P36 4261WATTEIA-428. 3/11/1:19 O9—O31 =MI No Sft,t71 7 es 14 C/L TOP CAP (3D VIEW) 3/16° DIA HOLE CSK FOR #10x2° SHEET METAL SCREW CONT. 20 GAGE GALVANNEAL PLATE REINFORCEMENT 1.75 h co 0 SPOT.WELDED ASSEMBLY --7".1k- 0.035 NOTE! MATERIAL 20 GAUGE (0,035) MINIMUM GALVANNEAL INSTALLATION! APPLY BEAD OF GE SILICONE II SEALANT TO INSIDE -TOP EDGE OF DOOR. PRESS FIT TOP CAP INTO DOOR TOP CHANNEL & SCREW FASTEN (3) #10x2° TYPE A FLAT HEAD SHEET METAL SCREW TOP CAP GE SILICONE II SEALANT' DOOR ASSEMBLY AT TOP EDGE DOOR TOP <BOTTOM) END CHANNEL <DET, 12/5) TOP CAP <SECTIIN) pitoDucTREviseD mow -o�za. za PAGE #8 DOOR STEEL TOP CAP 20273 as :DETAIL #14 • FLORIDA BUIt01NG C,0DE {HIGH VELOCRY HuitR ANE 7ANE) - t.1.7, MOO AVECO we (ems ` a� E'er 6NI i vBilmPn -et° a�,'�/1,M. Pd AA043 Ua 1 49167 SERIES LS18 FLUSH OUTSWING COMMERCIAL . cam en LO. yn/O 06 -031 MOMS pa STEEL 0008 W /SERIES °AS° STEEL FRAME DAYBAR INDUSTRIES LTD m arm eas -ewo lNe me sa WR oa. MUMMENNEMAMBEZMUM lOM0MrarMO sitar e.ar1 8_0.2p00.1� 0.6250 0.3430 0 cu 0.8750 0,8750 ].2500,' MATERIALI GAUGE 10 MINIMUM GALVANNEAL PROM= REVISED as emnPlYial the Florida iiectptonsoNto rlr 'VS i3 ti tfy 13.4..q A. saw bath.,.Caeend !±OI HINGE:REI,NFORG•ING. t 17 209 FLORIDA BUILDING CODE (SIGH V Loom' HURRICANE. ZONE) ®asw IVACO Oa roN / EE HILT TESTING & r * 113,4MX11019 aL 44472 SERIES 1.518 FLUSH OUTSWING COMMERCIAL STEEL DOOR IN/SERIES "AS" STEEL FRAME omen an DAYBAR INDUSTRIES LTD ram taixlazor 1El. QOa 6'2400 m: wn 02G -1704 Vi I/00 DOE 09-031 OMAe77i No spa 0 is 14, 3.5000 U') U7 N i l 1!. N 4.7500 • ELEVATION GAGE 14 (0,074) MINIMUM (-GAGE REINFORCING SAME AS #86. LESS LOCK CLIP & MOUNTING TABS PLAN U7 (U MATERIAL+ ALL GALVANNEAL LOCK CLIP -18GA (0,045) MIN. ONLY VALID FOR ASSEMBLY #3 - .J1.0625 ANSI #A115:1•#86 MORTISE LOCK,RP REINFORCINGS d ETAIL #9 CAR ��pper q 1 ry�"�`� -- 0.3125 1.1875 O Y 0.6875 #12 -24 SCREW -1 21875 r- (3) 1A8'0 PROJECTION WELDS DOOR EDGE MDUNTING . TAB 14 GA (0,074) MIN Mom= REVISED with qm Fko(da • flogillog Coda It000ptanoo No -c 3aa. 23 fume so, War' Control ® x034 umv me. (rxai. wi) • FLORID. BUILDING CODE (HIGH VELOCITY HURRICAiJE ZONE) • i 'EGO mi. \ r,ur rssriJO x eI mEERm aWPANM . =°tom �� .78Rffi£ leinff PS SERIES LS18 FLUSH OUTSWINC COMMERCIAL STEEL DOOR W/SERIES AS STEEL. FRAME 46 • DAYBAR INDUSTRIES LTD WS AMMO ORK. Iax eta eza -aoo 4as cm-ee� au a. mn W -x10 At /W a ti as ®an am Q9 -01' 2.3648 0.6 REINFORCING LOOP BARREL SUPPORT 2.632 BARREL SUPPORT MAT: 0.035 SATINCOAT ° co cP7v �ti_ TO SUIT 8 /32UNC THREAD <4) 1/16 °0 #161 EDGE REINFORCING WELDSCTI{7N gp� 0 00 -.1--VIEW- X MAT: 0.078 SATINCOAT 2,632 r7 qt`-1/4' SECTION THROUGH EDGE REINFORCING 0.20 -� 0.390 0•' CO --f 0.712 -- REINFORCING LOOP MATI .035 SATINCOAT VI iv x #161 LOCK, REINFORCINGS ' DETAIL #8 ro u3 wg Gam_ 'FLORIDA -131AZING CODE (SIGH Moony HURRICANE ZONE), ?NO MECO VIM 01710491001) /11171Mr—o■.a. rau7 mNa tEa4 16nPm 7 .6 PN 1117 WiAaent t) s SERIES ISIS FLUSH OUTSWING COMMERCIAL STEEL DOOR W /SERIES "AS" STEEL FRAME DRAWN BYs L.G. DAYBAR INDUSTRIES LTD • ,73$,. >& we 628-66 l 6 a eas vma s/11/� DA 1 me MWM ma 09 -031 DRAWING No 115.114 13/ti WET 11 0114 - PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE SHEETS CONTEND #1 INDEX & COVER PAGE #1A ASSEMBLY ELEVATIONS, <DETAILS #20,21,22) #2 TYPICAL SECTION THROUGH, VERTICAL /HORIZONTAL, #3 FRAME SECTIONS AND REINFORCINGS, <DETAILS #15,16,17,18,19) #4 DOOR SECTION THROUGH EDGE SEAM, (DETAIL #6) #5 DOOR TOP AND BOTTOM TYPICAL END CHANNEL, (DETAIL #12) #6 DOOR SURFACE CLOSER REINFORCING, (DETAIL #11) #7 DOOR SURFACE CLOSER REINF AND END CHANNEL ASSEMBLY, (DETAIL #13) #8 DOOR STEEL TOP CAP, (DETAIL #14) #9 DOOR HINGE -REINFORCING, #10 ANSI #A115.1 #86 MORTISE LOCK,RP REINFORCINGS, (DETAIL #9) #11 #161 LOCK, REINFORCINGS, (DETAIL #8) #12 RIM PANIC SURFACE BOLT REINFORCINGS, (DETAIL #10) #13 13A ANCHOR. OPTIONS AND DETAILS #14 BILL OF MATERIALS DESIGN PRESSURE RATING +90 -90' PSf • • GENERAL NOTES AND SPECIFICATIONS: 1. SINGLE SERIES 1.518 FLUSH/EMBOSSED OUTWARD COMMERCIAL STEEL DOOR W /SERIES AS FRAME, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. D.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE •., DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DEFINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE THIS DOOR'S ADEQUACY FOR WINO AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203 AS PER HTL LAB REPORT #0279- 1017 -01 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1812 OF THE FLORIDA BUILDING CODE 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT 811. OF MATERIALS (SHEET 14) OF THIS DRAWING. 3. COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FBC TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE -8Y -CASE BASIS. 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 318 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kid YIELD STRENGTH AND 90 ks1 TENSILE STRENGTH. 5. ALL WELDING TO CONFORM W /AMERICAN WELDING SOCIETY A.W.S. 0.1.3 AND D -19.0 REGULATIONS. USE E80) ELECTRODES 8. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 13 OF THIS DRAWING. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER ELEVATIONS ON SHEET to OF TI-115 DRAWING. 7. PROVIDE 1/4° MAX. LOAD BEARING SHIM SPACE. 8. THIS DOOR WILL NOT REOLIIRE A HURRICANE PROTECTION DEVIM 9. THESE DOOR ASSEMBUES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER iLS NG INDICATED ON NOTE 1, AND SHAD. BE UNITED TO DESIGN PRESSURE RATINGS INDICATED 014 THIS SHEET. 10. PROVIDE SPECIFIED SEALANT AT AU. DOOR FRAME AND THRESHOLD. 11. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SLATE SPECIFIC P ; Is. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d ORIGINAL. P.A.D. SHALL BEAR THE DATE. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT IT. 12. DOOR'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION . AtoputTREviseo ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHAD. READ AS FOLLOWS: mameIFtagyebye DAYRAR AREOW000 DRIVE,, MISSISSAUGA Aeadieeata No 0 - 323.2'9 ON L41ti 1139, CANADA. ENsbatiou Date MIAMI -DADE COUNTY PRODUCT CONTROL. APPROVED. X13 blefelee FLORIDA DUIIDNG CODE Mai VELOCITY HURRICANE 'PRONE)' IIOw MECO la.(Ptt ) TWO YOUNG a 1010110=1,10 COMPANY e-mat Ndee twm NN.TBR , P$ vL O4.Ua. 1418! SERIES LS18 FLUSH OUTSWINC COMMERCIAL STEEL DOOR W /SERIES 'AS" STEEL FRAME DAYDAR INDUSTRIES LTD u MU eae Tax eos 1¢0-4134 W-t Od IDIOM III DSMN1 FTft 1.0. a /11 /ae RATE 09 -031 OB,mDIO No 510ET 1. OF 14 1 VIEW X Cl 1-•-1,6870-4 PLAN MATERIAL' 14 GAUGE (0,074) MINIMUM GALVANNEAL, GLUED TO DOOR AT HEAD & SILL USING HEMILBOND 8320 -1 CONTACT ADHESIVE, 0 0 0 0" �- - 1.6870 -� VIEW X PAGE #12 RIM PANIC SURFACE BOLT REINFORCINGS DETAIL #10 7 '1.. FLORIDA BUnwuvc Cope HIM VELOCITY HURRICANE. ZONE) . COCO mtEaa aae L E C O 1KS. nhur to c s iaan4W1NG WLPa4r fTDY�.t4 Uz. 14!87 SERIES LS18 FLUSH OUTSWING COMMERCIAL. STEEL DOOR W /SERIES °AS' STEEL FRAME CRAM M • DAYBAR INDUSTRIES LTD t 4lWWBOD amz Ws�avma oxw, aaoa ' mu ew aza -wao �,ue e�-axw Dare lb q eeam,is avz 09 -031 DRAW= as 41D (4-t1s 1/11/1 smur ia•.cf , • 4' CONCRETE BLOCK WALL REVD JAMB 0 1.5000 THREABDED/PEIETRATIO F.H. WOOD SCREWS PER ANCHOR. MAX. 1/4' SHIM SPACE. EMA BUTTERFLY ANCHOR (SEE SHEET 13A) CONTINUOUS CAULK BOTH SIDES (TYP ) 4' MIN —"j MORTAR JOINT MASONRY WIRE ANCHORS (0.157° DIA, 9 1/2° LONG) IN HORIZ. MORTAR JOINTS: FILL JAMBS m SOLID WITH MORTAR °DAYBAR # PT1 -GUI° WIRE ANCHOR DETAIL #21 1.8750 CONTINUOUS CAULK 1 1/2' BOTH SIDES (TYP.) MIN POURED CONCRETE OR GROUTED CONCRETE BLOCK WALL REQ'D. 891)3/5° x 5° FLAT HEAD STEEL UCAN- SLEEVE ANCHOR W/ 1 1/2° Mtn. EMBEDMENT. (ERA) EXISTING MASONRY ANCHOR DETAIL #22 10.625 1/2° Min. GYPSUM WALL BOARD OR PLYWOOD SHEATHING (TYP.) DAYBAR PART # PT1 -004 ® CUPIN STUD ANCHOR MATERIAL GAUGE 20 (0.035) GALVANNEAL 1.8750 DOUBLE 2'x8' W000 STUDS REU'D. MAX. 1/4' SHIM SPACE EMA BUTTERFLY ANCHOR (SEE SHEET 13A) CONTINUOUS CAULK BOTH SIDES (TYP.) WOOD BUCK <MIN. 2'x 8' NOMINAL) (8) 3/8' -16 X 6' STEEL CARRIAGE BOLT C/W NUT AND WASHER (E,M,A.) EXISTING WOOD BUCK ANCHOR OPTION FOR DETAIL #22 NOTES! 3 ANCHORS REQUIRED PER JAMB, 6 PER FRAME FOR DETAILS #20 & 21. 4 ANCHORS REQUIRED PER JAMB, 8 PER FRAME. FOR DETAIL #2:8, ntortuentavisED agcutuorinswiathe Fwd. &Odin cod. aft No 23.23 1!!• Zola FLORIDA WILDING CODE (FEIGN YELOCITY HURRICANE ZONE) 0 000 0200 R (sago) . ®2 PIECE COMBINATION STUD ANCHOR / IL IL-1-117671. DETAIL #20 Fri 17 21U . �,"'°l :f SERIES LS18 FLUSH =SWING COMMERCIAL STEEL DOOR W /SERIES "AS" STEEL FRAME DAYBAR INDUSTRIES LTD �665 00 lining:A OM Nil 00 c0.40 3/11/*B CIORNIRMI .4 000104 eft 1/11/09 UA9 09 -031 x, 914097 13 0914. - 2.000 New Aso ¢o • 01 O MATERIAL: 18 GA SATIN COAT 6.750 G 1.250 EMA BUTTERFLY ANCHOR t I C Plower RevIsED ose.m.i.touswittlim moms > `03 23.23 r 2013 Druisim mac` ®0000Th Oast 1 1 IL ECO1Na.\ flWl 76B71Na & t i M87RNNa Ca4 'mY i" -1 .11"1 A TILL ✓r. 4187 P. 120.091/ L . 0 4 FLORIDA BUILDING CODE (1$IGH VELDOnY RURRICANE ZONE) SERIES LS18 FLUSH OUTSWING COMMERCIAL STEEL DOOR W /SERIES• "AS" STEEL FRAME DRAWN Ws LO. DAYBAR INDUSTRIES LTD 1070 a�llmoo *. 1109968XA1 oN ua RA uNlw Mt /0B 70Ww 008 7/11/00 DATE wmr as MAY alt 08 -031 DRAWING No OW 01.111 7111/* 4.• pezr 13A 0114 DAVBAR I \D,STRI+- S LIMIT BILL OF MATERIALS D ITEM QUANTITY MATERIAL BASIC DIMENSIONS OR ADDITIONAL DETAILS 1 1 16 GAUGE WELDED FRAME AS '5 3/4' JAMB DEPTH X 2' FACE X .057 .MIN 2 1 18 GAUGE FLUSH DOOR COMMERCIAL STEEL 1 3/4' THICK X (.045 MIN). C/W PAPER HONEY COMB CORE 3 3 HINGE REINFORCINGS (DOOR) 1 1/4° X 10' X 10 GAUGE (.135 MIN) 4 3 HINGE REINFORCINGS (FRAME) 1 1/2' X 8 3/4' X 10 GAUGE (.135 MIN) 5 1 STRIKE REINFORCINGS (FRAME) 1 3/8' X 7 5/16' X 14 GAUGE (.072 MIN) 6 6 WIRE MASONRY FRAME ANCHORS <3 PER JAMB) (OR) 9 1/2' LONG X 10 GAUGE (.135 MIN) 7 6 CLIPIN STUD ANCHORS <3 PER JAMB) (OR) 1 7/8° X 5 5/8' X 20 GAUGE (.035 MIN) 8 6 EMA ANCHOR BOLTS (4 PER JAMB) (OR) 3/8' X 5' STEEL UNICAN - SLEEVE ANCHOR 9 6 CARRIAGE ANCHOR BOLTS <4 PER JAMB) (OR) 3/8'-16 X 6' STEEL CARRIAGE BOLT C/W NUT AND WASHER 10 3 HINGES -HAGER BB1191 4,5' X 4.5' STANDARD WEIGHT (.134 THICK) 11 1 RIM EXIT' DETEX VALUE SERIES C/W OPTIONAL ALARM N/A 12 1 MORTISE LOCK' MARKS SERIES 5 N/A 13 1 CYLINDRICAL LOCK' MARKS SERIES 170 GRADE #1 N/A 14 1 DEAD BOLT' MARKS SERIES 130 N/A 15 ' 1 WEATHER STRIP' NATIONAL GUARD PRODUCTS- #120NA SECURED WITH #6 X 1/2° SMS SCREWS 1,6 1 THRESHOLD' NATIONAL GUARD PRODUCTS #950NA EXTRUDED ALUMINUM 17 1 CAULKING GE SILICONE II N/A MAR 172009 40x6. MECo as poem, J '9T ECO UIC. Tsar nsram : anro 1N cci my "8i -'°° o�sra L 444167 _Q3 23 DJwtelan p� �� FLORIDA BUILDING CODE (SIGH VELOIXTY HURRICANE ZONE) SERIES LS18 FLUSH OUTSWING COMMERCIAL • STEEL DOOR W /SERIES °AS' STEEL FRAME DRAWN Th DAYBAR INDUSTRIES LTD • 1256 N esNr tea m,DA3 6-88 lO -4 7 /„roa DATE . CU) 06-111 a¢m.ow 14" 09 -031 IMMO No SHEET' 14a14 CITY COPY Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT s / %�`�/ f>.r :4_ SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS