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WS-13-1670 JCD A_ RCHITECT, INC A.A. 1 '26001_560 1385 CORAL WAY 5U#207 TF-L.#(305)285-4343 MIAMI. FL 33145 FAX#(305)285-4330 WIND LOAD CALCULATIONS PROJECT: JOHN KRINEY 155 NW 91 ST MIAMI SHORES VILLAGE, FL 33150 TABLE OF CONTENTS SUBJECT PAGE 1. WIND LOAD CALCULATIONS ........................................ 1 -2 W613 - / 6 r e Juan C.David AR#15344 IMF I—Y Date: j 15 2 GoryC—R Miami Shores Village APPROVED BY DATE FULL ARCHITECTURAL 5ERVM rw RESIDENTIAL ca COMM&RCIAL Cf'l fIRIC PION JUANCDA%AD@JCDARCHITXT COM BLDG DEPT SUBJECT rO CCMPL1RTlCE W(TH ALL FEDERAL STATE ANN)C GU I Y r`iUUS AND REGULAMOPIS ASCE 7-10 Wind Loads on Buildings(Directional Procedure)per ASCE 7-10 Description: JOHN KRINEY Analysis q: EP User Input Data Calculated Parameters Structure Type Building Importance Factor 1 1 Basic Wind Speed(1n 175 mph Hurricane Prone Region(V>100 mph) Struc Category(I,11, 111,or N II Table 6-2 Values Exposure(B,C,or D) C Alpha 1 9.500 Struc Nat Frequency(n1) 1 Hz zg 1 900.000 Slope of Roof 3.0 :12 Slope of Roof(Theta) 14.0 IDeg Type of Roof Gabled Kd(Directonal' Factor) 0.85 Eave Height(Eht) 9.30 ft Ridge Height(RHt) 13.80 ft Mean Roof Height(Ht) 11.50 ft Width Perp.To Wind Dir(B)1 68.30 ft At= 0.105 idth Paral.To Wind Dir ! 76.90 Ift Bt= 1.000 Bm= 0.650 Calculated Parameters Cc= 0.200 Type of Structure 1= 500.00 ft Height/Least Horizontal Dim 0.17 Epsilon = 0.200 Flexible Structure No Zmin= 15.00 ft Gust Factor Category 1: Rigid Structures-Simplified Method ust1 I For rigid structures Nat Freg>1 Hz)use 0.85 1 0.85 Gust Factor Category It: Rigid Structures-Complete Analysis m Zmin 15.00 ft Izm Cc*(33/z)"0.167 0.2281 Lzm 1*(zm/33)"Epsilon 427.06 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)"0.63)^0.5 0.9057 ust2 0.925* 1+1.7*lzm*3.4*Q/1+1.7*3.4*Izm 0.8754 Gust Factor Summary Since this is not a flexible structure the lessor of Gust1 or Gust2 are usl 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings. Gcai Condition Gc i Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildin 0.18 -0.18 t r ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Fiaure 6-11 -External Pressure Coefficients.-GCa - Loads on Components and Cladding for Buildings wl Ht<=60 ft 1 I 1 1 1 I 1 1 1 1 t I 1 1 1 t ,5 Ht 2 i 1 i q 5�, 4 1 1 t I 4 1 1 1 I 1 I 1 1 1 -1---'-- - ---�_- 1 1 1 I a a a a Gabled Roof 7<Theta<=45 a= 4.6 =_> 4.60 ft FACTORED ALLOWABLE Component Area Zone GCp Wind Press(IbKtA2) Wind Press(Ibdt"2 ft"2) Max Min Max Min Max Min 10 or less 10.00 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 10 or less 10.00 5 1.00 -1.40 66.75 -89.38 40.05 -53.63 Note:*Enter Zone 1 through 5,or 1 H through 3H for overhangs. P ASCE 7-10 Wind Loads on Buildings(Directional Procedure) per ASCE 7-10 Flaure 6-11 -External Pressure Coefficients, GCP Loads on Components and Cladding for Buildings w/Ht<=60 ft 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15 Ht 2; 1 ' 4 4 1 1 1 1 1 I 1 1 a a a a Gabled Roof 7<Theta.<--45 a= 4.6 =_> 4.60 ft FACTORED ALLOWABLE Component Area Zone GCp Wind Press IbIRA2) Wind Proms(Ib/ftA2 (ftA2) Max Min Max Min Max Min 10 or less 10.00 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 10 or less 10.00 5 1.00 -1.40 1 66.75 -89.38 1 40.05 -53.63 Note:*Enter Zone 1 through 5,or 1 H through 3H for overhangs. I A III I MIAMI- MIAMI—DADE COUNTY,FLO IDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFA•IR&(VERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovbera/ ES Windows,LLC 10653 N.E.Quaybridge Ct. .Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the"AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or matotial within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111000/1050"Aluminum Single Hung Window-L.M.L APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series--•1000/ 1050 Alum. Single Hung Wdw. (L.M.1)", sheets 1 through 8 of 8, prepared by AI---Farooq Corporation, dated 07/31/03 with revision "H" dated 12/07111, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LIMITATIONS:Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeV series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of.this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA renews NOA No. 09-1008.05 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by.Jaime D.Gascon,P.E. MuaMMADECOUMrr NOA No. 12-4223.42 • , t"� Expiration Date: November 06,2013 �q ,21 Approval Date: May 17,2012 Page 1 E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 09-1008.05, 07-0928-14, 05-0720.01 and 03-0910.03) 2. Drawing No. W03-56; titled. "Series-1'000/ 1050 Alum. Single Hung Wdw. (L.M.I)"' sheets 1 through 8 of 8, prepared*by Al—Farooq Corporation, dated 07/31/03 with revision"H"dated 12/07/11, signed and sealed by Javad Ahmad,P.E. -B. TESTS 1. Test reports on: 1) Air Infiltration.Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "A—X' vertical sliding window, Grade 10,- Level LV 1 per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 7) Standard Test Method for Determination of Operating Force of Sliding Windows and Doors per ASTM E2068-00(2008) along with marked—up drawings and installation diagram of an Aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5815 and FTL-5337, dated 02/13/09 and 01/25/08, both signed and sealed by Michael R. Wenzel,P.E. (Submitted under previous NOA's No.'s 09-1008.05 and 07-092814) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "A—A" vertical sliding window, Grade 10, Level LV 1 per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 7) Standard Test Method for Determination of Operating Force of sliding Windows and Doors per ASTM E2068-00(2008) along with marked--up drawings and installation diagram of an Aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.;s HETI-45-1448 and 11ETI-05-1953, dated 04/22/05 and 04/25/05, both signed and sealed by Ivonne Ghia,P.E. (Submitted under previous NOA No. 05-0720.01) 44- e r�i Jaime D.Gasc ,P.E. Product Control Section Supervisor NOA No.12--0223.42 Expiration Date: November 06,2013 Approval Date: May 17,2012 Il i E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202--•94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 . 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "A-A" vertical sliding window, Grade 10, Level LV 1 per ASTM F 588--94 and per FBC 2411.3.2.1,TAS 202 94 7) Standard: Test. Method. for:..Determination of Operating Force of sliding Windows and Doors per ASTM E 2068-00 along with marked up drawings and installation diagram of an Aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Repor& No.'s FTL-3820&FTL-3806,dated 06/09/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010s . prepared by Al Farooq Corporation, dated 12/09/11, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass®Intalayer"dated 05/26/2010,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butaciteg PVB Interlayer"dated 09/08/2011,expiring on 12/11/2016. F. STATEMENTS 1. Statement .letter of no financial interest, conformance and compliance with the FBC 2010, dated 12/08/11,signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance letter for Test Reports No.'s PTL-5815 and FTL-5337, issued by Fenestration Testing Laboratory, Inc., dated. 02/13/09 and 01/25/08, all signed and sealed by Michael R. Wenzel,P. E. (Submitted under previous NOA's No.'s 09--1008.05 and 07-0928.14) . 3. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P. E. (Submitted under previous NOA No. 09-1008.05) Jaime D.Gascon,P.E: Product Control Section Supervisor NOA No.12-0223.42 Expiration Date: November 06,2013 Approval Date: May 17,2012 E-2 I E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory compliance letter for Test Reports No's HET145-1448 and HETI-05�1�53: issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25105, :both.' signed and sealed by Ivonne Ghia,P. E. (Submitted under previous NOA No. 05-0720.01) 5. Laboratory compliance letter for Test Reports No.'s FTL--3820 and FTL-3806; issued by Fenestration Testing Laboratory, Inc., dated 06109/03, all signed and sealed by JofdpV" C.Chan,P. E. (Submitted under previous NOA No. 03-0910.03) G. OTHERS 1. Notice of Acceptance No..09-1008.05, issued to ES Windows, LLC, for their Series "1000/ 1050 Aluminum Single Hung Window — L.M.I.", approved on 12/30/09 and expiring on 11/06/13. r • S Jaime D.Garcon,P. Product Control Section•Supervisor NOA No. 12-0223.41 Expiration Date: November 06,2013 Approval Date: May 17,2012 E.-3' r 1/8'ANN.GLASS SILICONE DOW CORNING 795/983 6°MAX. 10°MAX. 090°INTERLAYER HEAD/SILL HEAD/SILL i .MAX. 6'MAX. CORNERS A SENTRYGCAS BY'DUPONT' - H /SILL HEAD/SILL a CORNERS 1/8'ANN. GLASS FALSE MUNTINS p; (SURFACE APPUED) A SILICONE MAY USED a,! DOW CORNING 795/983 m a D �� z II 11 QO P ALT, GLAZING OPTION C ii % l� p SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON ff��cct��tf��11 n o I I THIS SHEET. tl a !E fL It n w c� 0 u 11 nT �o �i S GLASS TYPE 'A' 10 Cy � � n n u n 1/8-HEAT STREWD.GLASS I1W HEAT STREN'D. GLASS II II .090°INTERLAYER .090°INTERLAYER SENIRYGLAS BY'DUPONV BUTACITE PVB BY'DUPONT' e I . rr `r s wd ' 1/s°FEAT STREN'D.GLASS 1/8"HEAT STREN 47 1/8° 47 1/8° 'D. GLASS D.L. OPG. 1O H O.L. OPG. 10 SILICONE SILICONE 49 15/18° 49 15/18° ip DOW CORNING 795/983 � m DOW CORNING 795/983 VENT WIDTH VENT WIDTH s 53 1/8' 53 1/ n M I! \ WINDOW WIDTH WINDOW WIDTH $ �SZ�' D{ TYPICAL ELEVATION TYPICAL ELEVATION C.4 g D�!! S SERIES 1000 (STD.SILL) SERIES 1000(HI-RISE SILL) U]N GLASS TYPE '13' GLASS TYPE 'C' SERIES-1000/1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 5/32°HEAT STREN'0. GLASS 5/32°HEAT STREN'0.GLASS c APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE .090'INTERLAYER 090°INTERLAYER COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER T BUTACITE PVB BY'DUPONT' SENTRYGLAS BY'DUPONT' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING P� MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. 1/a°HEAT STREN'D. GLASS t/8°HEAT STREN'D.GLASS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. v SILICONE SILICONE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m S $ DOW CORNING 799/983 DOW CORNING 795j983 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY THESE WINDQ)46'Ah�'RAT�O.FOR LARGE & SMALL MISSILE IMPACT. oc m°"' . HURRICANE ZONE (HVHZ). - SHUTTERS Aj�.i�01f`1(EQUIRER. WOOD SLICKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER i a LOADS TO THE STRUCTURE. t.. Q 4 I ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 1 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. " - "(I I DCTRSVIST3D s ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE tti ;±• 13 � $ 0 NOT PART OF THIS APPROVAL. \ PNo��+ r m ` A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �3 drawing n• GLASS TYPE 'D' GLASS TYPE 'E' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �. y arxCagmt M/03-5 By COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 1.: GLAZING OPTIONS REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. +' sheet 1 of EQUAL LITES WINDOWS UNEQUAL L (ORIEL WINDOWS a DESIGN LOAD CAPACITY- PSF (H CAPACITY SILL) DESIGN LOAD CAPACITY - PSF PSF(HI-RISK SILL) STANDARD HEAVY DUTY STANDARD HEAVY DUTY TOP RAIL TOP RAH. TOP RAM TOP RAIL GLASS TYPE GLASS TYPES GLASS TYPES OL40 TYPE GLASS TYPES GLASS TYPES z WINDOW DIMS. 'A' '8', 'C','D'&'E' '9','C',b'&'E' WINDOW DIMS. 'A' 'B',V. 'D'&'E' 'R','C','D' &'E' YADTH HEIGHT EM.(+) 1W.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1W.(-) EXT.(+) INT.(-) 19-1/8• 70.0 So.0 80.0 90.0 80.0 90.0 19-1/8° 70.0 80.0 80.0 904 80.0 90.0 Q 28-1/2• 70.0 no 80.0 90.0 1 80.0 90.0 26-1/2• 70.0 80.0 80.0 90.0 80.0 90.0 a 37' 28• 70.0 80.0 80.0 90.0 80.0 90.0 37• SO-S/S. 70.0 80.0 80.0 90.0 80.0 90.0 a 42• (3) 70.0 80.0 80.0 90.0 80.0 90.0 42" (5) 70.0 80.0 80.0 90.0 80.0 90.0 7A{ e1 49° 70.0 804 80.0 90.0 80.0 90.0 49° 70.0 60.0 80.0 90.0 80.0 80.0 53-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 53-1/8• 70.0 74.0 80.0 90.0 60.0 90.0 M 19-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8• 70.0 80.0 80.0 90.0 80.0 90.0 dt 11.. 26-1/2' 704 SD.0 80.0 90.0 80.0 904 26-1/2' gg 70.0 80.0 80.0 90.0 80.0 90.0 � W 37" 38-3/8° 70.0 80.0 80.0 90.0 80.0 904 37' (5) 70.0 80.0 80.0 90.0 80.0 90.0 Q 42° (4) 70.0 80.0 80.0 90.0 80.0 90.0 42° 70.0 80.0 80.0 90.0 80.0 90.0 IL z s 49° 70.0 80.0 60.0 90.0 80.0 90.0 49° - - - - 60.0 90.0 53-1/8• 70.0 80.0 ea0 90.0 80.0 90.0 19-1/8' 70.0 80.0 80.0 90.0 60.0 90.0 ���•111 F 19-1/8• 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2' 63" 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2' 70.0 80.0 80.0 90.0 80.0 904 37- (6) 70.0 no 80.0 90.0 80.0 90.0 37" 50-s/8` 70.0 80.0 80.0 90.0 80.0 90.0 42° - - - 80.0 90.0 42' (s) 70.0 80.0 80.0 90.0 Mo 90.0 19-1/8' 66" 70.0 80.0 80.0 90.0 80.0 9076 ; 49' 70.0 80.0 80.0 90.0 80.0 90.0 5 { 28--1/2° (6) 70.0 80.0 80.0 90.0 80.0 90.0 , 53-1/8• 70.0 80.0 80.0 90.0 no 90.0 37° - - - - 80.0 90.0 19-1/8• 70.0 80.0 80.0 90.0 80.0 904 4 4 } 19-1/8' 74-1/4° 70.0 80.0 80.0 90.0 80.0 90.0 U Y 26-1/2' 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 37• 58° 70.0 80.0 80.0 90.0 80.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 42' (8) 70.0 804 80.0 90.0 80.0 904 LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. 49• 70.0 80.0 80.0 90.0 80.0 90.0 .�r Q 04 M 53-1/8• 70.0 80.0 80.0 90.0 no 90.0 Cl 19-1/8• 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2' 70.0 80.0 80.0 90.0 80.0 90.0 STD. TOP RAIL HEAVY DUTY TOP RAIL C7 O 37• 63° 704 80.0 80.0 90.0 80.0 90.0 S-1000 S-1000 as �.0 42° (6) 70.0 80.0 80.0 90.0 no 90.0 49" 70.0 80.0 80.0 90.0 80.0 90.0 4A [^ 53-1/8• 70.0 80.0 80.0 no 80.0 90.0 53 � 19-1/8' 70.0 80.0 80.0 90.0 50.0 90.0 26-1/2' 70.0 8010 80.0 90.0 80.0 90.0 37" 68• 70.0 80.0 80.0 90.0 80.0 90.0 $ - 1A 42" (6) 70.0 80.0 80.0 90.0 80.0 90.0 p 49• 70.0 80.0 80.0 90.0 80.0 90.0 (} 53-1/8" - - - - 80.0 no 19-1/8° 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2• 70.0 8010 80.0 90.0 80.0 90.0 37' 74-1/4' 704 80.0 80.0 904 no 90.0 STD, RAIL HEAVY DUTY TOP w 42° (7) 70.0 80.0 solo 90.0 80.0 90.0 S-1050 S-1050 0 49' - - - - 80.0 90.0 $8 53-1/8' - - - - 80.0 90.0 e w s x 19-1/8' _ _ _ 80.0 90.0 26-1/2° - - - - 80.0 90.0 37' - - - - 804 90.0 A 42` (7) - - - - 80.0 90.0 Ed •• •l'kiAP�Et 70592.E ''•. PRODUCTREVI3Rb t'• 49° - - - - 80.0 90.0 (�,'" :t `:aaoomPla8h0eaMtfZW6I • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. NOTE: ;;•. A tecaNOi 3• LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SAS.. GLASS CAPACITIES ON THIS SHEET ARE I3 BASED ON ASTM E1300-04 (3 SEC. GUSTS) �� drawing nc IN AND FLORIDA BUILDING COMMISSION �� p1 ' ' MamiDada f Control W03-5( DECLARATORY STATEMENT DCA05-DEC-219 TYPICAL ANCHORS SEE ELEV.FOR SPACING TYPICAL ANCHORS 1�, SEE ELEV. FOR SPACING _ . I WOOD BUCK d< .d.a. ': METAL MIAMI-DADE COUNTY APPROVED °' �UCTURE MULLION & MULLION ANCHORS Q SEE SEPARATE NOA Ed cii Ed O Q ro Ed p °r A B r•: 1 � � � g @� I rL S I TYPICAL ANCHORS TYPICAL ANCHORS Wy Ili F ' SEE ELEVS. FOR SPACING SEE ELEVS.FOR SPACING O t, a°' a fi WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 3 r MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o @ I AND TRANSFER THEM TO THE BUILDING STRUCTURE. 33 o i TYPICAL ANCHORS: SEE ELEV.FOR SPACING .al 1•/4" DIA. ULTRACON BY 'ELCO` (Fu-177 KSI,Fy=155 KSI) 3 i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES v i t t 1-3/8" MIN. PENETRATION INTO WOOD I r THRU 10Y BUCKS INTO CONC, OR MASONRY j 5 mill, 5 g is i 1-1/4- MIN. EMBED INTO CONC. OR MASONRY U>- DIRECTLY INTO CONC. OR MASONRY ' © Bl 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 11 a 4 c 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 04 M I INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") W4, I 4 z !i 4 INTO METAL STRUCTURES 2 14 14 !y STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) I ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) of (STEEL(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) trj IN III W �'! � �•, x Ed = ANCHOR EDGE 6ISTANCE o INTO CONCRETE AND MASONRY - 1-1/2" MIN. o INTO WOOD STRUCTURE - 1" MIN. I o INTO METAL STRUCTURE - 3/4" MIN. O pile I ! CONCRETE AT HEAD, SILL OR JAMBS Pc v 3000 PSI MIN. `o 1 t i I g r! C-90 HOLLOW/FILLED BLOCK AT JAMBS f`m . 2000 PSI MIN. c B ,i D' SEALANT: $ T ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1p m + SCHNEE MOREHEAD SEAM SEALER SM5504. e wi 9 WEEPHOLES: O 15 a o C 1 '' W 7 - 1-1/2- X 3/161.WEEP}IQLES AT 4" FROM EACH END _ 2 W2 - 1-5/16" NQTCH1'*EtAGi`••END CIVIL, D S '� o �C.( 1:&�.i�592 �..,,,�•�,.,.wGhdteRlmids cado No Io a. droving nc " ° ' 1YPICa ANCHORS Ed b = ° SERIES-1000 C'` �� . adoPmdscicontro W03-51 '~ Ed SEE ELEY. VENT WITH SPRING LOADED LATCHES •:t• , F.- . FOR SPACING sheet 3 of ; 1531 9 0 .74 Ed OPTIONAL TO BOTTOM LATCH 04 FOR SERIES-1050 VENT VENT WrrH SWEEP LATCHES f ITSM PART # RSQD. DESCRIMON MATERIAL MANF./SUPPIM/REMARSS { 1 ESIOOI 1 FRAME HEAD 6063-T6 ° 2 ES1002 1 FRAME SILL(STD.) 6053-TS Z { 2A ES1101 1 FRAME SILL(HI-RISE) Bow-TS - 0 kk 3 ES 1003 2 FRAME JAMB 6063-TB - - 4 ES1005 1 FIXED Mill. RAIL(FOR SPRING LATCH) 6063-TB - ��77 4A ES 1051 1 FIXED MTO. RAIL(FOR SWEEP LATCH) 6063-TB - 5 ES1004 i STD.VENT TOP RAIL(FOR SPRING LATCH) 6083-175 - 6A ES2004 1 WAVY DUTY VENT TOP RAIL(FOR SPRING LATCH) 8063-T6 - �° a 7^{ a 68 E•S1052 1 SID.VENT TOP RAIL(FOR SWEEP LATCH) 6063-76 - 6C ES1083 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCH) 6063-T6 - MIAMI-DARE COUNTY 6 ES1008 1 VENT BOTTOM RAIL 8083--T6 - n D APPROVED MULLION ANCHORS SEE ES1007 2 VENT SIDE RAIL 8083-75 d! SEE SEPARATE NOA SEE ELEV.FOR SPACING $ ES1008 AS ROD. GLAZING BEAD 5083-T6 BA ES1103 AS ROD. SQUARE GLAZING BEAD 8083-TS - I 9 ES1009 2/VEM SPRING LOADED VENT LATCH 8063-176 AT 6"FROM ENDS 9A 3032 21VEW SWEEP LATCH ZAMAK AT 11"FROM ENDS (- 98 #8 X 1" 2/LATCH LATCH INSTALLATION SCREWS - FH SMS ® - - 10 ES1012 1/LATCH LATCH SPRING ST.STEEL - 11 ES1010 AS READ. GLAZING WEDGE SOFT PVC DUROMEIER 70 SHORE 11A 27-428 AS READ. GLAZING GASKET EPDM DUROMETER 60 SHORE 12 g8 X 1° 20 FRAME&VENT ASSEMBLY SCREWS CRS PH SMS •••0 13 ES1011 2/VENT SASH CAM CELCON 14 43620-187 AS REOD. PILE WSTRIPPING WITH PLASTIC FIN - AMESBURY OR EOUIV, J 9[I 15 030OX190 AS READ. FRAME SILL W STRIPPING - G-LON2 Q t0 u WINDOW WIDTH WINDOW WIDTH 16 - 2/VENT BLOCK&TACKLE BALANCE SERIES 120 BY BSI 17 - 2/VENT SPIRAL BALANCE 18 ES1013 2 SASH STOP - Z Z_f 19 ES1505 - FLUSH FRAME ADAPTER 6063-TS OPTIONAL �i TYPICAL ANCHORS 20 - 1 B/Is-BOX SCREEN - OPTIONAL I OF N SEE ELEV. FOR SPACING C4 N 1/4°MAX. TYPICAL ANCHORS 1/4"MAX' VENT WIDTH slim SEE ELEV,FOR SPACING SHIM OPTIONAL 17 18Y 1/4°MAX. 18 14 v WOOD BUCKS SHIM o z METAL •.v STRUCTURE L - - - TYPICAL ANCHORS 0 0 :• SEE SPACING v 11 12 EXTERIOR o " 3 6 d �, nqr•(sy AHMAD n e o O.L.OPG. SS ML R;0 PE 4 7 B2 !L$t1DUC7 RBVIS$D ^o WINDOW WIDTH GAy esAa111DIYWBwbltthaPloTida at } „ drOWing no sExlEs—iaoa pE !'g� g19: .: T3sdePmdu�tContro, ' V+1O3-5@ SERIES—la5a ' sheet 5 of F TYPICAL ANCHORS �I SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEYS. FOR 7ACINO. Z �. METAL MIAMI—DADE COUNTY APPROVED STRUCTURE MULJON& MULLION ANCHORS L4Ed SEE SEPARATE NOA Q Ed e ° na e a Q Q� LL 19 \ I\ 19 0I.Q o ° ALT. TYPICAL ANCHORS Z SEE ELEV. FOR SPACING �s U� O Q Q^M 1/4'MAX'• ALT. SHIMS" 19 ES Z e 4 . r - 5 �Z aTYPICAL ANCHORS o c 8 ALT SEE ELEV. FOR SPACING '..FLA.� r 2' PRODUCERBYISBF) r R • °� 7338 aeaowPlYlugwlD�t6aFlarEda $ .. ft0di wCado t� y °:° sv'. >'•'s TYPICAL ANCHORS SEE'ELEV. FOR SPACING ( - drowing n INSTALLATION DETAIIS WITH FLUSH FRAME ADAPTER .-DECr ' ',�Qit'.`' oNro a Control W03—b �•'`' sheet 6 of �- .062� ! 2.190 .969 -^I I^-.329 J 50 .082 M. y .082 1.344 A82 I f z .813 .770 .�0 - 2.063 I 2.063 .80� .050 0 719 �I I 1� P H- 0 FRAME HEAD 18 FLUSH FRAME ADAPTER 4. STD. VENT TOP RAIL STD. VENT TOP RAIL �t F--2.186 .673 ® SERIES-1000 5s SERIES-1050 SQUARE GLAZING STOP 1.630 7.630 g Q� .930 7.722 .930 4.130 z 2.330 �- ,230 1.421 ,.aso ,.250 .080 z 7.242 .062 1.400 .078 2.083 .153 2.063 �i ' 062 .062 - �1.344--W .78Q -x{.882 -^1.582 O FRAME JAMB O VENT LATCH H.D. VENT TOP RAIL //� H.D. VENT TOP RAIL £ .326 ® SERIES-1000 V SERIES-1050 147 .992 .992-•^� J¢ L J�7 i .082 4� .250 X37 .082 2.,13 .082 2.181 1.675 2f (] M GLAZING WEDGE 1250 1.250 .994 �. Z i 1 t SCALE 10 ® GLAZING BEAD z e� �949�{ 1.2,2 N N *.718 1.212.813 ,857 930 MSERIESG,000` ® MSEMESG1050`2.186 � hLf_S}_LJI 1.434 � S VENT SIDE RAIL C ® VENT BOTTOM RAIL 2.457 Is 2.457 1104 0 .M : Sari = .082 3.127 _ �, �.� •�. 2.502 •` '': ««�� i T , 1.333 .'SAg`r:OAy,D A WAp 0 .710 RyP�� p� .87� .8714 �1 t ;'•�Atro¢pt�t�ldo � b .679 1.879 �S '.'•; drawing a.33, 2331 8j Product , W03-5f Q FRAME SILL (STD.) ® FRAME SILL (HI-RISE) �lt� sheet 7 of i 0 12 T 12 T 12 FRAME CORNERS OEiAI . vaa+eeao. CAr DU " ;1 IJr Z p� i? ~ � gnM g M 5 •. o -- drawing n W03-5 MIAMI• MIAMI—DARE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 1 1805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOAH www.miamidade.gov/pera/ ES Windows,LLC r 10653 NE Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to 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 112000/2050"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No.W03-75,titled"Series4000/2050 Alum.Horiz. Sliding Wdw. (L.M.I)", sheets 1 through 9 of 10,dated 08/27/03 with revision"G"dated 05/15/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LIMITATIONS:Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia,models/series and following statement: "Miami-Dade County Product Control Approved"unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.09-1008.06 and consists of this page 1, evidence pages E-1, E2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.12-0223.46 MfAMl ECOUNTY Expiration Date: November 06,2013 J( � Approval Date: May'24,2012 2sa lZ Page 1 I ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-0910.02, 07-0928.13, 08-052713 and 09-1008.06) 2. Drawing No. W03-75, titled "Series 2000/ 2050 Alum. Horiz. Sliding Wdw. .M. ", sheets 1 through 9 of 10 dated 08/27/03 with revision"G" dated 05/15/12 prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "A-A" sliding window, Grade 10, Level LV 1 per ASTM F 588-04/ 07 and per FBC 2411.3.2.1, TAS 202-94 along with marked up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5811,dated 02/16/09,signed and sealed by Michael R. Wenzel,P.E. (Submitted under previous NOA No. 09-1008.06) 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "A-A" sliding window, Grade 10, Level LV 1 per ASTM F 588-04/ 07 and per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5338 and FTLr-5475, dated 01/17/08 and 12/20/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 08-0527.13 and 07 0928.13) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.12-0223.46 Expiration Date: November 06,2013 Approval Date: May 24,2012 l:—] ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "A—A" sliding window, Grade 10, Level LV 1 per ASTM F 588 - 04/ 07 a-ad per FBC 2411 3.2.1, TAS 202--94 along with marked--up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 05/03/12, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. 2. Notice of Acceptance No. 1.14624.0.1 i.ssued:to E,I...DuPont DeNemours & Co., Inc. for their "DuPont ButaciteQ PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. Jaime D.Gascon,P.E, Product Control Section Supervisor NOA No.12-0223.46 Expiration Date: November 06,2013 Approval Date: May 24,2012 E-2 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 20141 dated 12/08/11,signed and sealed by Javad Ahmad,P. E. 2. Distributor Agreement between, .E.S. Windows -- Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro,respectively. 3. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-1008.06) 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P.E. (Submitted under previous NOA No. 49--1448.46) 5. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S.-Rionda,P. E. (Submitted under previous NOA's No.'s 48-4527.13 and 07-092813) 6. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, f issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03,revised &reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 43-4914.02) G. OTHERS 1. Notice of Acceptance No. 09--1008.06, issued to ES Windows, LLC for their"Series 2000 Aluminum Horizontal Sliding Window - L.M.I", approved on 12/30/09 and expiring on 11/06/13. Jaime D.Gascon,P. Product Control Section Supervisor NOA No.124223.46 Expiration Date: November 06,2013 Approval Date: May 24,2012 E-3 I � 111° //�•�� WINDOW WIDTH �Y 8"MAX. 10"MAX. HEAD/SILL A HEAD/SILL FALSE tdUNTIN5 z w CORNERS (SURFACE APPLIED) MAY BE USED a �Y ===11 - S.4 rc _ I I g fYEEPHOLES 33 1/2" 33 3/8" 33 1/2° S�SiEEr 4 D.L. OPG. D.L.CPO. D.L. OPG. to $ d 37 S/8" 37 5/8" VENT WIDTH VENT WIDTH FFFiiifff U Y TYPICAL ELEVATION W� SERIES 2000 7 m <cot �cq M zt THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ; SHUTTERS ARE NOT REQUIRED. N N C77- --- SERIES-2000/2050 ALUM HORIZ. SLIDING WINDO�Y DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. _ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. m E THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS -or- HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER t LOADS TO THE STRUCTURE. Engrt JAVAD,AHN r q B ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. tau ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE PR0DUCTt03VL9BD NOT PMT OF THIS APPROVAL �ampkj gwfthdwFbdda � 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. b 12-0223.4b drawing nc MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �3 Ma W03-7 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 4 U 1/8°ANN. GLASS 1/8'HEAT STREN'0. GLASS yLIC0P1E SILICONE .090° INTERLAYER .090"INT[•RLAYER LXYJY CORNING 795/983 DOW CORNING 795/983 ' SENTRYGLAS BY'DUPONT' SENTRYGLAS BY'DUPONP ro 3 1/8"ANN. GLASS 1/8'HEAT STREN'b. GLASS r t DOW CORNING 795 SILICONE �n SILICONE �+ DOW CORNING 795 a o LL O M ! Vaa � D 5/18" LAM. GLASS 7/18° LAM. GLASS o dr I I ALT, GLAZING OPTIONS LL SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPES SHOWN ON THIS SHEET. a F 1/8'ANN. GLASS 1/8°HEAT STREN'D. GLASS 090' INTERLAYER .090°INTERLAYER 'g BUTACITE PVB BY'UMNI" BUTACUE PVB BY'OUPONT' i ANN. GLASS 1/e°HEAT STREN'b.GLASS J SIMONE 5 DOW CORNING 795 EI DOSL ONE 795 Z Z ffi .31 N� Z $ 21 t� ` 5 21 its Z G i •� ..i i •1 N . GLASS TYPE 'B' GLASS TYPE 'B1' I c u PC 3/16"ANN. GLASS 5/32°HEAT STREN'D. GLASS 5/32"HEAT STREN'O.GLASS ! .080"tNTERLAYER .090°INTERLAYER .090°INTERLAYER SENTRYGLAS BY'DUPONT' BUTACTTE PVB BY'DUPOPIY SENTRYGLAS BY'THJPONT' 3/18"ANN. GLASS 1/8°HEAT STREN'D. GLASS 1/8"HEAT STREN'D.GLASS c DOW SILICONE CORNING 795 SILICONE SILICONE p j DOW CORNING 795 DOW CORNING 795 $o ig y9 tJy1 c 21.1 II II L s 21 I 21 v,3 0 I I� LI II Ii 1: 'I .. PIA.'PE 70592 PROI?OL7'RBVISBD CAN.,3539, cat 17--0 _ �� � I d9 COAIp1Y�8�P(Lh1hDFW)IItTB f3 drawing no. 13y � W03-75 GLASS TYPE 'C' GLASS TYPE 'b' GLASS TYPE sheet 1.1 of 9 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 4 STD. MTG: RAIL(FRAME SILL +1. 2. 3 & 4) R.D. MTG. RAIL >K# i SEE DETAILS er:ww FOR Exr(+)L6ao uMRanons sILL+a & 4} SEE owls DELOW FOR Exr(+) Loao uMrtanoHS ' GLASS TYPE'Al' z GLASS TYPE'Al' GLASS TYPE'Bi' GLASS TYPE'A' GLASS TYPE'Bl' GLASS TYPE GLASS TYPE'D' 'D' i6 TIINAOW DIMS. A GLASS TYPE'B' GLASS TYPE'C' GLASS TYPE'B' � WIDTH HEIGHT EXT.(+) WI.(-) EXT.(+) tNT.(-) EXT.(+) 61T.(-) EXT.(+) MT.(-) 25-1/2' 3 70.0 80.0 70.0 904 70.0 80.0 8010 96.0 37` 26' 4 70.0 80.0 70.0 90A 70.0 80.0 80.0 904 53-1/8° (3) 5 70.4 80.0 70.0 90.0 70.0 80.0 80.0 90.0 L cF? n 74' 7 70.0 80.0 70.0 90A 70.0 80.0 80.0 90.0 L7 .4 26-1/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 Q 9 37' 38-3/8" 4 70.0 80.0 70.0 904 70.0 80.0 80.0 90.0 ���G 53^•1/8" (3) 5 70.0 60.0 70.0 904 70.0 80.0 80.0 90.0 Ql 74' 7 70.0 80.0 704 90.0 70.0 SO.0 8040 90.0 z 26-1/2' 3 70.0 80.0 70.0 90.0 70.0 60.0 80.0 90.0 , HIS 37' 50-5/8° 4 70.0 80.0 70.0 -90.0 70.0 80.0 80.0 90.0 ! 53-1/8• (4) 5 70.0 80.0 70.0 90.0 70.0 BOA 80.0 BOA 5 � 74' 7 - - 70.0 90.0 70.0 60.0 80.0 9010 STD. MTG. RAIL STD. MTC. RAIL 26-1/2' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 63° S-2000 S-2050 37' 4 58.9 87,3 70.0 90.0 70.0 80.0 80.0 96.0 53-1/6° (8) 5 42.6 48.7 .70.0 86.6 70.0 80.0 80.0 90.0 f '� 74" 7 - 80.0 90.0 8C 24` 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 36" 4 70.0 80A 70.0 90.0 70.0 80.0 80.0 90.0 ,�{ a 48• Via) 5 70.0 80.0 70.0 90.0 70.0 60.0 80.0 90.0 g ¢f ea' 8 70.0 60.0 70.0 90.0 70M 66.0 80.0 90.0 s 72" 7 70.0 BOA 70.0 90.0 70.0 80.0 80.0 90.0 24" 3 704 Bob 70.0 90.0 70.0 80.0 80.0 90.0 � L7 h M 38" 4 70.0 804 70.0 90.0 70.0 80.0 80.0 90.0 48° � 5 70.0 80.0 70.0 90.0 70.0 80.0 WA 90.0 S Z�S 1. 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 §N 72` 7 70.0 80.0 70.0 904 70.0 80.0 80.0 90.0 5 58 24' 3 70.0 80.0 70.0 904 70.0 80.0 80.0 90.0 W N 36" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 N.D. MTG, RAn• H.D. wm, RAIL. 49° � 5 70.0 80A 70.0 90.0 7G.0 804 60.0 90.0 5-2000 5-2050 80" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72' 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 3 70.0 80A 70.0 90.0 70.0 80.0 80.0 90.0 36" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 aoIDPiy61$w h(t I�Iadd9 48" 9 54.2 87.9 70A 90.0 70.0 80.0 80A 80.0 NaBdh18 !�"© �4�. - I 80° 6 45.1 51.6 70.0 87.3 76.0 80.0 $0.0 90.0 72" 7 - - 70.0 78.7 70.0 78.7 80.0 90.0 I A- NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB NOTE: WIN: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13DO-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ro " Y. n ^ Ertgd JAYci ft �. .0 g N N •FLA.PE A 71592 1 33 N CAM. t 8 +l +2 +9 +4 Q� drawing o. STD.SILL WITHOUT RISER STD.S81 WITH RISER HI-RISE S81 WITHOUT RISER HI-RISE Stll WITH RISER W03-7 LIMIT EXT.(+) LOADS TO 53.3 PSF .LIMIT EXT.(+)LOADS TO 70.0 PSF LIMIT W.(+) LOADS TO 67.5 PSF LIM EXT.(+)LOADS.TO 80.0 PSF sheet 2 of Q DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 y t STD. MTG. RAIL(FRAME SILL•1. 2. 3 & 4) H.D.MTG.RAIL 5£E OETA1lS BELOW STD. MTG. RAIL(FRAME SILL•1. 2. 3 & 4) H.D. MAI.RAIL EE DETAILS BELOW FOR EXT(+)LOAD LIMITATWNS (Sul•3 &4) FOR£XT(+)LOAD LIMITATIONS SEE DETAILS BELOW FOR EXT(+)LOAD LIMITATIONS (SILL.•3 & 4)-- T GLASS TYPE'At' GLASS TYPE'Al' �. GLASS TYPE'Al' GLASS TYPE'111' GLASS TYPE'Al' GLASS TYPE'BI' GLASS TYPE'A' GLASS TYPE'B1' GLASS TYPE 'D' GLASS TYPE'A' GLASS TYPE'BI' GLASS LASS TYPE'D' ' g WINDOW DIMS. GLASS TYPE'B' GLASS TYPE'C' GLASS TYPE'D' GLASS TYPE GLASS TYPE 'li' WINDOW DIMS. GLASS TYPE'B' GLASS TYPE'C' GLAD TYPE'E' i WIDTH I HEIGHT A EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT A EXT.(+) INT.(-) -T.(+) W.(-) EV.(+) IM.(-) UT.(+) INT.(-) 74° 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 a 74° 28• 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 106-1/4" 28" 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 106-1/4" (3) t0 70.0 80.0 70.0 90.0 7D.0 80.0 80.0 90.0 111" (3) 10 - - - - - - 80.0 9(i.0 itt" 40 - - - - 80.0 90.0 R h 74° 7 70.0 80.0 70.0 80.0 70.0 80.0 80.0 90.0 74 38-3/8' 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 M 'I 106-t/4' (3) 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 'a8-t/4' (3) 10 - - 70.0 90.0 70.0 80.0 80.0 90A 4 q ut° 10 - - - - - - 80.0 90.0 nt` to - - - - - 80.0 90.0a1�� 74° 7 70.0 80.0 70.0 90.0 7ao 80.0 80.0 90.0 50-5/e• . 80-5/8• 7a• 7 - - 7010 9010 Too 80.0 60.0 90.0 108-t/4- 10 7010 sao 7010 9010 70.0 80.0 80.0 9010 a d 111" {4j to - - - - - - 80.0 90.0 D z 83• _ c� taD.Arts.1ea0. M.terc_Asn 74" 7 - - •- - - 80.0 90.0 74• 7 45.4 81.9 70.0 90.0 70.0 80.0 80.0 80.0 (5) 108-1/4° a° 10 - - - - - - no 90.0 T2` 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - 80.0 90.0 84° 24" 13 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 7 70.0 80.0 70.0 90.0 70.0 80.0 60.0 90.0 96" (2) -9 -70.0 80.0 70.0 90.0 70.0 80.0 80.0 00.0 d ea° 24° 6 70.0 80.0 70.0 90.0 70.0 no 80.0 90.0 1013" to 70.0 no 70.0 90.0 70.0 80.0 80.0 90•o 98• (2) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72° 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 130.0 108" 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 84" 36° 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 1 90.0 d 72• 7 70.0 1 80.0 70.0 90.0 70.0 80.0 no 90.0 or (3) 9 70.0 80.0 70.0 90.0 70.0 8010 80.0 90.0 1 ' 84• 36° 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 108" 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 �y} 96" (3) 9 70.0 So.0 70.0 90.0 70.0 80.0 80.0 solo 7z' 7 70.0 no 70.0 90.0 70.0 80.0 80.0 90.0 s ae° $ 108° 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 84' 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 72" 7 70.0 80.0 70.0 90.0 70.0 80.0 60.0 90,0 9 - 80.0 90.0 Q tO 84° 48° 8 70.0 80.0 70.0 90.0 70.0 $0.0 80.0 90.0 _ 72° 60°(5) 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 n M III or (4) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 O M 108° 70 7a.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 A NO. OF ANCHORS PER HEAD & SILL \ Z y ¢ 72` 7 94.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 ( } ND. OF ANCHORS PER JAMB Z li 84° BO" 8 47.8 94.4 70.0 90.It 70.0 80.0 80.0 90.0 {7/4W) (i/2W) (1/4W) Vl N 98° (5) 9 - - 70.0 83.8 70.0 80.0 80.0 90.0 to: 108° 10 - 70.0 78.7 70.0 78.7 80.0 90.0 c A m NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB (1/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH . s PRODUCTRHVNED as tmreplYLnawkh ure FlmLda o DNDl2-o 3.46 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH adD Control NOTE: ,C m& GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) , e AND FLORIDA BUILDING COMMISSION �Sc DECLARATORY STATEMENT DCA05-DEC-219 nh Ettgr:JAVA N00 h N -10%2 N FLA.PE -10%2 M pJ N 42 •g 04 `OAIN. 539 vi 4 4I droWing no STD.SILL WITHOUT RISER STD.SILL WITH RISER HI-RISE SU WITHOUT RISER H1-RISE SILL WITH RISER � W03-75 LIMIT EXT.(+)LOADS To 53.3 PSF LIMIT EXT.(+)LOADS TO 70.0 PSF LIMIT EXT.(+) LOADS TO 66.7 PSF LIMIT EXT.(+)LOADS TO 80.0 PSF sheet 3 of 9 TYPICAL METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS ' L SEE ELEV.FOR SPACING STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM A70 1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. WOOD BUCK 0 G y Ed 6a :.n'. a IiMUlldl-DADS COUNTY APPRWED I .a ' d° e. ^ 4'.. •• n �'MULUON&MULLION ANCHORS 1 j TYPICAL ANCHORS: SEE ELEV.FOR SPACING SEE SEPARATE NOA 1 " (Fu-177 155 KSI) d AEd j Ed ' 1/4" DIA_ ULTRACON BY 'FLCO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ^__-_^t--------_^^__^__�� 1-3/6" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY ( G 17 ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY � ' O y DIRECTLY INTO CONC. OR MASONRY G ¢A 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY OD g TYPICAL ANCHORS L ANCHORS #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) �. FOR SPACING ACING INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") p 1 i INTO ST EL METAL 8' THKT MIN. (Fy 36 KSI MIN.) + ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) E (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t n i Ed - ANCHOR EDGE DISTANCE E r ti INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. tai 9!! INTO METAL STRUCTURE = 3/4" MIN. x rl a O F p CONCRETE AT HEAD, SILL OR JAMBS Pa - 3000 PSI MIN. " C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. (/1 4 4 SEALANTS: Z_ M t y 3 W FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL z g is SEALED WITH WHITE/ALUMINUM COLORED SILICONE. ul N U 4Jcq i` r ii •ii WEEPHOLFz5� � ! !i W1 = 1-13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END ti WITH PLASTIC BAFFLE i W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END �I i g iin Du:i PROIIUCTRB BB COmA1Y)nBwbil6l�fbft heFlotida ' O 14 b @ fuza-m 2-c� `O 2© 346 10 2 $ H '10 a 01ltt0 Q O iq to SERIES=2000 W ' SETiIES-2Q5.0 Gn as a I E'ngn AVAD AHMAD A '� a CA FLA..A. 709g2 N.SS:R1 j o� 'd ° W000 BUCK drawing no TYPICAL ANCHORS A w1 SEE ELEV. FOR SPACING ° TrP1 FOR SPACING W03-7 Ed �o� sheet 4 of 4 TYPICAL ANCHORS rm PART # QUANTCfY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS SEE EL.EVS. FOR SPACING 1 ES1003 1 FRAME HEAD 8083-T8 - �AID ---_---_ -��"I 2 ES2001 1 STD. FRAME SILL 6063-T8 - IMaMI-DADE COUNTY APPROVED I 2A ES2012 1 HI-RISE FRAME SILL 6083--T8 - O e e j(MULLION& MULLION ANCHORS 1 e >.° �. I�SEE SEPARATE NOA 1I 3 ES2003 1 FRAME JAMB 8063-TB - • .. " II Ed I I 5 ES1005 1/VEM FIXED RAIL(5-2000) 6063-T8 - 58 ES1051 1/VENT FIXED RAIL(5-2050) 6063-TB - 0 :: .•' ..... I-------- ----------�I 6 ES1004 t/VENT STO.VENT MEERNG RAIL(S-2000) 6063-T8 - --------J - 8A ES2004 1/VENT H.D.VENT MEETING RAIL{5-2000) 6063^TB C •. 69 ES1052 1/VENT STD.VENT MEETING RAIL(5-2050) 6063-TB O n 8C ES1053 1/VENT H.D.VENT MEETING RAIL(5-2050) 8083-T6 (� �1 2 Q jb O � 7 E51007 2/VENT TOP AND BOTTOM RAIL 8083-TS - ffi� gygygy ALT. 8 ES1006 1/VENT' JAMB STILE 6063-T5 - 9 ES1008 AS READ. GLAZING BEAD 8083-TS - C TYPICAL ANCHORS SA ES1103 AS REOD. SQUARE(LAZING BEAD(5/18'CLASS) 6063-TS SEE ELEV. FOR SPACING LL g -1 9B ES1017 AS REQO. SQUARE GLAZING BEAD(7/18`GLASS) 6083-TS - SSa 10 E32002 1 SILL TRACK INSERT 6063-T5 - £ 11 ES2011 AS READ. STD.SILL RISER 6063-T5 - �.._.. 12 ES1009 2/VENT SPRING LOADED VENT LATCH 6063-16 AT 8"FROM ENDS 12A SL203 2/VENT SWEEP LATCH ZAMAK AT 11"FROM ENDS, BY INTERLOCK b 128 68 X 1" 2/LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS FH SMS b 13 ES1012 1/LATCH VENT LATCH SPRING ST.STEEL - (, 14 C18251N AS REOD. FOAM FILLED FABRIC W'STRIPPING - SCHLEGEL 15 ®8 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS eq' 16 #8 X 3" 2/VENT FIX. RAIL SILL SCREWS(STD.SILL END) CRS P.H.SMS J IBA #10 X 4" 2/VENT FAX.RAIL SILL SCREWS(HI-RISE SILL ENO) CRS P.H.SMS J 17 W2321ING AS REQO. VENT&FIX. RAIL W'STRIPPING - ULTRAFAB x 18 W23291NG AS READ. FRAME JAMB W'STRIPPING - ULTWAB ¢ ° to WPHL-100 2 BAFFLE,AT 3°FROM EACH END - M&M PLASTICS $n M 20 #6 x 1/2" 2/BAFFLE BAFFLE SCREW - F.H.SMS z , E 21 ES1010 AS REQO. GLAZING WEDGE SOFT PVC OUROMETM 70 SHORE 'A' :v,Z ) 21.1 E94013 AS REOD. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE'A' N N 21A 27-425 AS READ. GLAZING GASKET EPDM OUROMETER 60 SHORE 22 ES2007 4/VENT ROVER HOUSING&GUIDE PLASTIC 23 ES2006 2/VENT ROLLER BRA53/ST.ST. - �- 24 ES2005 2/VENT ROLLER PIN ST.STEEL - 25 - 1/WEEP OPEN CELL FOAM PAD - 1"X 3/4"X 1"LONG °$ 26 1/VENT 5/18"BOX SCREEN - OPTIONAL 27 ES1305 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 0 !ALT. I 's Emir..JAVpO AI{MAO •r S3 :•..� v 'v: FLA. #70592 PRODUCT 0 :" ' °y :� >>BrAmPtltt>ot� 1�'L� •S � ,� i 13andh18 • e SEE EI.EVFOR SPACING drawing no WO3-7: sheet 5 of f 1/4'MAX VENT WIDTH SHIM D.L.O. O t @ �) NN 2 1,4•MAX. © O 3 13 STD. •SHIMS HEAVY DUTY 3 rr 18 8 BA r v.>,BY 3 C '. WGOD BUCK ET METAL STRUCTURE `••�J �� - - Q a 17 FEPJJ ; �17 T YPICAL ANCH oRS ------ _ 5EE ELEV. ^—^ �q+ o t>f a FOR SPACING 5 EXTERIOR .e ° WAJOGW WIDTH TYPICaL ANCHORS XO LAYOUT SEE ELEV. FOR SPACING OX OPPOSITE © VENT WITH ttt777fff U}. ,t 1/4'SHIM 12 VENT WIDTH 1/4-MAX, MAX. 13 O g lai SHIMS >loy t�O� WOOD 8U 3 18 8 WOOD BUCK N 0 a STRUC RE a., fj z 3 IV P �Z ' I �N 04 B 9 - .. .. •a TYPICAL ANCHORS �- r� ._. .. .. .. SEE ELEV. -----SCREEN OPT _..� �.•-•. SCREEN OPT.----- FOR SPACING tt •lJ� I a S EXTERIOR z g WINDOW WIDTH xOX LAYOUT PTtOmplWrW"l Ptod$8 € �,/ TYPICAL ANCHORS 2013 1/SH MAX.' MWMI—DARE COUNTY SEE EUV.FOR SPACING 2 n SHIMS ALT. SEE s�n MULLION Iaade c m R g S SERIES-2000 n 1 I !! 11 VENTS WITH„$BRING''LOADED LATCHES 1 , o q'4 I! 1 Eggr:.1AY aHMAD CIWL < SCAN t&002 i! ° TYPICAL ANCHORS !i_ _J 1 ------------- SEE ELEV. FOR SPACING 1 WINDOW WIDTH W03 I WINDOW WIDTH --75 sheet 6 of � 1/4' MAX PENT YHDTH `�M SHIM D.L.O. OD O 1/4'MAX. © x STD. SHIMS HEAVY DUTY O 3 18 86 iBY ° .WOOD BUCK o 2 METAL 7' STRUCTURE 1 ° Cl •••._--SCRE OPT. :.-. ._:-,=--,-j TYPICAL.ANCHORS , d ;w°b FOR SPACING 0 4 pp • ° e D.L.O.� EXTERIOR WUJDOW WIDTH ( - TYPICAL ANCHORS XO LAYOUT C SEE 0".FOR SPACING OX OPPOSITE ee k O C VENT WIDTH 1/4°SHIN VENT WIDTH 1/4•MAX, 0] MAX D sHUts � 3 18 BB .Q a WOOD BUCK WOO lay D BUCK 0 ° %FF�" ° o via w IN 8 .e TYPICAL.ANCHORS 2_ SCREEN OPTe----•+ SEE SPACING . FOR SPACING v � B EXTERIOR WINDOW WIDTH ° 1 Plmuc°f RBVISBA XOX LAYOUT 12-0 223.4.6 TYPICAL.ANCHORS MIAMI-DADE COUNTY SEE M.FOR SPACING APPROVED MULLION o�n a M SEE SEPARATE NM - �=C.' of SERIES-20:50 VEt4TS WtIH SWEEP LATCHES ^ W..Ul JAVVAApp AHlMAa •1 Q F Ol# y o LL_ _JI r draw ng no. WINDOW WIDTH I WINDOW'A W03-7v I --t 7 of g FIL�2.J30� .85? .837 2.083 2.083 i �°�'7.242 .329 1 .718 .803 .082 � .082 � .082 F- 7.434 �--- 0 2.186 �4 .813 .147 .930 1.430 .9 1.130 (�i Ed 062 a :IQ .930 (� GLAZING BEAD 837 0 U7 1.250 7.280 9. .813 VENT TOP/BOTTOM RAIL 1.427 0 29 STD. MEETING RAIL STD. MEETING RAIL c 2.188 a © SERIES-2000 090 ® 5EPoE5-20 2050 SQUARE GLAZING STOP .780 G7$ a .930 L1.4001 1.122 082 2.063 2.083 cQr 0: m �i FRAME HEAD 9 v Q .078 .082 .062 .203 y 992- 1.718 1.149 e� 1.2300 1.830 .930 1.830 o� 42M 813 12 VENT LATCH O .48$ .837 �- .983 1.250 .813 1.250 1.250 .082 ma 1 0 2.190 � TYF. 2.378 O JAMB STILE 0� H.D. MEETING RAIL H.D. MEETING RAIL O 2.996 77}0 500 ® SERIES-2000 ® SERES-2050 SQUARE GLAZING STOP w d, TO.2 I I� 2.143 2.181 L 1 b-2.268--W -1 500 1.878�� .994 d�d Jm a�7 W ?tp 2.339 M FLUSH FRAME ADAPTER 4 Ip 2. 58 1.212 �2 1.212 992 tV•- 0 STD. FRAME SILL .992 1.118 062 .062 ,Z Ci 4 .813 TYP. l�.98s .719 L1.250 1.250 W� 0 FIXED RAIL FIXED RAIL Qs FRAME JAMB ® SER ES-2000 5B SERIES-2050 .983 rtt .078 g .078 .088 tk i g 3.437 2.816 .450 0€ c Ff 2.500 �� 500 .048 m�F-2.330 t CV C W 4 t IS HI-RISE FRAME SILT. t t SILL RISER � .188 4L-- 224 .0112 Engn JAV .31�- .062 .250 PRODUa t� ql,�t/� CAN 7659a 1.098 k---F.250 .115 1 Accep�7tcoNo � % •y drawing no. zt z7.t W03-75 t0 SILL TRACK GLAZING WEDGE � � sheet $ of 9 SCALE 1:1 15 t; FIXED MTG, RAIL CORNER PRODUCrREMED gma&/a 4b IvJiami TiaBe Pradact CaM�al s � f 75 Z it I j.a n. n cri 8 zN o Q�C nM A z C4 Wu gk IL_O drawing no. W03-75 r M1AM#•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE.ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidnde_gov/nera/ E.S.Windows,LLC 10653 NE Quaybridge Ct. Miami,F1.33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County).and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or matedil'tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense'of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to 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"3000" Aluminum Outswing French Doors w Iwo Sidelites APPROVAL DOCUMENT:Drawing No.W04-51 Rev G,titled"series-3000 Alum Outswing French Doors (LMI)", sheets 1,2,2.1,2.2 through 6&6.1.of7,.prepared by Al-Farooq Corporation,dated 06-10-04 and last revised on MAY 17,2012,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Limitations: 1.Lower Design Pressures of Doors,sidelites,hardware,glass and threshold options shall control 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of.any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-1217.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MAtNMUADE COU NOA No 12-0308.40 • •• Expiration Date:September 16,2014 ��A Approval Date: May 24,2012 Page 1 E:S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file#09-1217.03) 2. Drawing No.W04-51 Rev,titled"series-3000 Alum Outswing French Doors(LM1)",sheets 1, 2;2.1,2.2 through 6&6:1 of 7,prepared by Al-Farooq Corporation,dated 06-10-04 and last revised on MAY 17,2012,signed and sealed by Javad Ahmad,P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS(transferred from file#09-1217.03) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Ur0orm-Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with marked-up drawing and installation diagram of aluminum outswing French door w/ Sidelites,prepared by Fenestration Testing Laboratory,Inc.,No. FTL-5938,dated 10/01/09, signed and sealed by Julio E. Gonzales,P.E.Note:This test report has been revised,reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory,Inc Test report No(s)FTL-3947&FTL-3955 per TAS 201,202&202-94,dated 02/04/04,both signed and sealed by Edmundo J.Largaespada,P.E.and test report No. FTL-5164 per TAS 201/203-94,issued by Fenestration Testing Laboratory,Inc,dated 08/01/07,signed&sealed by Carlos S.Roinda,P. E. (transferred from file#09-0825.04) C. CALCULATIONS 1. Anchor verification calculations complying with FBC-2010,prepared by Al Farooq Corporation,dated 03/01/12 signed and sealed by Javad Ahmad,P.E. 2. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al Farooq Corporation,dated 12/08/09 signed and sealed by Arshad Viqar, P.E. (transferred from file#09-1217.03) 3. Glazing complies w/ASTME-13 00-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &Co.,Inc. for their"DuPont Sentry Glass®Interlayer",expiring on 01/14/17. 2. Notice of Acceptan ce No. 11-0624.01 issued to E.I. DuPont DeNemours for"Butacite PVB Interlayer",expiring on 12-11-2016 F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation, dated 02/24/12,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#09-1217.03,expiring September 16,2014. 2.• Test proposal No(s)#09-0225 dated 06/17/09,#06-0411 dated-07/31/07&02/06/06 approved by BCCO. 3. ES Windows Distribution agreement-Energia Solar, S.A. and ES Windows,LLC, dated 10/20/10, signed by Ms Carla G.Torrente and Andres Ch aoo res ec 'vely(# 2-0130.39). Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0308..40 Expiration Date:September 16,2014 Approval Date: May 24,2012 E-1 146 3/8" 78• FRAME WIDTH FRAME WIDTH AT4))ANCHORS 33 11/16° 73° 33 11/16° (4)ANCHORS 73• v AND MULLION ENDS FR. HEAD &SILL FRAME HEAD&SILL FR. HEAD&SILL AT MTC. STILES FRAME HEAD&SILL 3° S. 3° 8" SURFACE APPLIED 6°MAX. 3" 6° 3" PIVOT HINGES S"MAX. _ 3• 3" FALSE MUNTINS SEE SHEET 2 q al CORNS A ��`1 C \ --°I MAY BE USED HEAD/SILL C .� �� FOR CAPACITY 0 --TI--- -- u-- TI- F /it G LOCK oMONS (I / G i LOCK 6PTIRS m �]EE SEE SHEET,FOR CAFAG�12 =___ ___._ .H --�=aF===== 1 FOR C F K U o d ACTIVE `� 9JACTIVE ACTIVE \I INACTIVE Z 3 rj.o I I ti .. �l 29 8/18° 28 3/18 � 29 8/16° � 26 3/18° �I m� N•EAD p N = Li N D.L OPG. D.L OPG. Hspl O.L. OPG. m D.L OPG. FOR CAPACITY 8 o 33 9/18° 38 t3/18" 33 5/16° PANIx WIDTH LEAF WIDTH ( Oxxo } PANEL WIDTH xx y TYPICAL ELEVATIONS TESTED UNITS NOTE: `o • FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF SERIES-3000 ALUM OUTMNG FRENCH DOOR _ AND EXPOSED ON ACTIVE LEAF APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS Z Y SEE DETAIL G ON SHEET s. - $ WITH OR WITHOUT SIDEI.ITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. INSTRUCTIONS: Q' Pretraet n THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USE CHARTS AS FOLLOWS. ? a Gea - REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ,TS EP 1 DETERMINE DESIGN MIND LOAD REQUIREMENT BASED •��°"''° n HURRICANE ZONE (HVHZ). ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. Q STEP 2 FOR SINGLE{X}AND DOUBLE{XX)DOOR CAPACITIES Erlgr.JAVM AWMA ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SEE SHEET 2. CNA USE LOWER VALUES FROM GLASS,HINGES.LOCK AND ,L EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FRAME SILL USED FLIT .i 10592 g ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 31338 NOT PART OF THIS APPROVAL STEP FOR SIDEUTE PANEL(0)CAPACITY SEE SHEET 2.1. ' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 4 FOR siDELRE COMBINATION WITH DOOR OR SIDELITE r— SEE MULLION CAPACITY CHART ON SHEET 2.2. drawing no. MATERIALS• INCLUDING f BUT OTHER DISSIMILAR STMALTERNLSLS SCREWS,MEET THE THE LOWEST VALUE RESULTING FROM STEPS 2,3 W04-51 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. AND 4 SHALL APPLY TO ENTIRE SYSTEM. sheet 1-of 7 FRAME WIDTH V 9, 'X' DOORS �� in DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) / GLASS TYPES HINGES LOCKS Z. / K FRAME HEIGHT FRAME WIDTH 'C, & 'E' 'F' OPTION '1' OPTION '2' OPTION '1' OPTION '2' ! INCHES INCHES EXT. (+} INT. {•-) EXT. {+) INT. (-> EXT. (+) INT. (-) EXT.(+) INT.(-) EXT. {+) INT. (-) EXT.(+) INT. (-) EXT. (+) INT. (-) Q a 37-1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 9a0 100.0 120.0 70.0 80.0 100.0 120.0 dO+ 95-3/4 39-5/8 - - 90.0 f 9-0-.0-T 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 1 120.0 G. $t L mmA D \ LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 14^. FRAME WIDTH W U. 0 'XX' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWASE OPTIONS) / GLASS TYPES HINGES LOCKS �^ / 'A', 'B & 'D' 'C' & 'E' 'F' OPTION '1' OPTION 12' OPTION '1' OPTION '2' J / 0 FRAME HE1611T FRAME WIDTH INCHES INCHES EXT.(+) INT.(-) EXT. (+)JINT. (-) EXT. (+} INT.(-) EXT.(+) INi.(-) Exr.(+) WT.(-) EXT.(+) INT. (-) EXT.(+) INT.H d ` 71-3/4 70.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 93-3/4 78 - - 80.0 90.0 90.0 90.0 90.0 I 90.0 90.0 90.6 70.0 80.0 90.0 90.0 HINGES NGES: TACKING HARDWARE: WATER INMTRATION LIMITATIONS: 5 � 0 / OPTION pi: ACTIVE LEAF: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED J THREE PIECE ALUM BUTT HINGE BY'E.S.WINDOWS' LIMIT EXTERIOR LOADS FOR ALL CASES'AS FOLLOWS o J 4 (3) HINGES PER LEAF AT 11°FROM TOP& BOTTOM STD.SE ° +70.0 0 (X&XX DOORS) AND AT MIDSPAN SURFACE MOUNT DEAD BOLT LOCK BY'YALE' -RISE SIU." +90.0 PSF(XX DOORS) Q FASTENED TO DOOR FRAME AND LEAF WITH AT 45"FROM BOTTOM.KEY OPERATED ON +12D.0 PSF(X DOORS) o #10 X 1°FH SMS EXTERIOR AND THUMB TURN ON INTERIOR O (6) SCREWS AT FRAME. (5) SCREWS AT LEAF FASTENED TO ACTIVE LEAF LOCK STILE WITH Z cl (2) 1/4-28 X 2-1/2"OH MS OPTION 82: LEVER TYPE METALLIC HANDLE AT 37"FROM 1.500 2.000 §Z FACE MOUNT 2 WING PIVOT HINGE BY'MASTER ACCESSORIES' BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE .! WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM WITH Q8-32 X 1-3/4"PH MS. _•�, N o 04 COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL LJ N BRUSHES AND SCREWS CONCEALED FLUSH BOLTS BY'SULLNAN&ASSOC.' STD, SILL III-RISE SILL (2) HINGES PER LEAF AT 12°FROM TOP& BOTTOM MANUALLY OPERATED LEVERS MOUNTED ON STILE �- FF'ASTENED TO DOOR FRAME AND LEAF WITH FACE, LOCATED AT 12°FROM TOP AND BOTTOM 5/16-24 X 1°FH MS (2) PER WING FASTENED TO LOCK STILE WITH 08 X 3/4"FH SMS(2) SCREWS PER SOLT ft*&UCr VA%VUW - M► wiMMMbAI� D.L. OPENINGS: OPTION 02: 3 POW LOCK SYSTEM SY'INTERLOCK'AT 39" � - "qti p D.L.O. HEIGHT ® LEAF HEIGHT - 8.1875" (STD. SOT. RAIL) FROG! BOTTOM > > D.L.O. HEIGHT - LEAF HEIGHT - 11.9375" (HI RISE DOT. RAIL) HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS D.L.O. WIDTH LEAF WIDTH - 8.825" - ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON $ INTERIOR WIDTHS: FASTENED TO ACTIVE LEAF LOCK STILE WITH NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLIE OPG. (2) 08-32 X 2"OH MS 2/6 (1n 31-112" 28-11/16" 20-1/16° o ° 3/0(X) 37-1/2" 34-14/16" 26-1118° INACTIVE LEAF ° 3/4{X) 38-5/8° 36-13/15° 28-3/16" NOTE: CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' 5/0(XX) 59-3/4° 28-11/16° 20-1/16 DOOR WIDTH AND HEIGHT MUST INS FACE OF LEAF EVER L�FEO AT 6/0(XX) 71-3/4° 3a-11/16" 26-1f18" COMPLY WITH EGRESS REQUIREMENTS 12"FROM TOP AND BOTTOM 3 `i e/a(xx) 76° 38-13/16° 28-3/18° PER FBC WHERE REQUIRED. FASTENED To LOCK STILE WITH F IAVAD AHM 3 08 X 3/4°FH SMS(2) PER SOLT FLA.PE 711592 ` CAN. 38 HEIGHTS: DAYUTE OP6. +S STANDARD 18-PROFILE NOTE: r---------3 NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL GLASS CAPACITIES ON THIS SHEET ARE 6/8 79-3/4" 77-1/4° 69-1/16° 65-5/16° BASED ON ASTM E1300-04 (3 SEC. GUSTS) .��01 drawing rJ1 8/0 95-3/4' 93-1/4° 85-1/16" 81-5/16° AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 , sheet 2 of 7 FRAME WIDTH V STATIONARY PANEL (0) OR SIDELITES ao WATER INFILTRATION LIMITATIONS: E E DESIGN LOAD CAPACITY - PSF WHERE WATER INFILTRATION RESISTANCE IS REQUIRED GLASS TYPES LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS u 'A','H','D' 'C`,'S' 'g' STD. SILL +76.0 PSF FRAME HEIGHT FRAME WIDTH HI-RISE SILL = +90.0 PSF FT./IN. INCHES EXT.{+) INT.(-) EXT.(+) INT.(-) EXT. (+) INT. (-) 6/8 a2 70.0 80.0 90.0 90.0 90.0 90.0 2000 e 7/0 39 70.0 80.0 90.0 90.0 90.0 90.0 a 8/0 36 70.0 80.0 87.8 87.6 90.0 90.0 STD. SD L III-RISE SILL OOP _• (0) (SJ D.L. OPENINGS: g D.L.O. HEIGHT = LEAF HEIGHT - 8.1878° (STD. BOT. RAIL) d yy D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) el D.L.O. VADTH = PANEL WIDTH - 4.000" 3/18°H.S.GLASS 3/18°H.S.GLASS 1/$°H.S.GLASS 1/8"H.S. GLASS ad .040.9areraaYER .090•INTERLAYER .090°INTERLAYER .Oea°INTERLAYER 'DUPONT SL7dTRYGLAS' 'WPONT BUTACTIE PVB' 'DUPONt BUTACITE PV8' 'DUPONT 9UTAC(IE PV9• J 3/18°H.S.GLASS 3/1$°H.S. GLASS i/8'H.S.GLASS 5/32°H.B.GLASS •J LL SILICONE SILICONE SILICONE 4 DOW CORNING 795 9 DOW CNORMNG 785 DOW CORNING 795 Doty CORNING 745 g n ii I fA L3 31 I eo 31 j II N I� 11 r i i c - rc GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' GLASS TYPE 'D' rmobIM a 1/8°H.S.GLASS 1/4'H.S. GLASS . c .090'INTERLAYER 040°INTERLAYER >AMaC 'DUPONT SENTRYGLAS' 'DUPONT SENTRI'GLAS• 1/8"H.S.GLASS 1/8°H.S.GLASS SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 e W m 31 ao I g q Engr.JAVAD AHMAD a p 9 CIVIL nk PE ta�7r NOTE: GLASS CAPACITIES ON THIS SHEET ARE GLASS TYPE 'E' GLASS TYPE 'F' BASED ON ASTM E1300-04 (3 SEC. GUSTS) ���� drawing no. AND FLORIDA BUILDING COMMISSION GLAZING OPTIONS DECLARATORY STATEMENT DCA05-DEC-219 sheet 2.1 of 7 MULLI0N DESIGN LOAD CAPACITY - PST SIDaM WIDTH WCHES FRAME N.GM FT./IN. DOOR TO SWEIM MULLION SIDELITE TO SIDELITE MULL UNREINFORCED REINFORCED REiNFORCED- EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 24 27 30 33 36 39 42 6/8 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 24 27 30 33 36 39 7/0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 9010 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 18 21 24 27 30 33 36 8/0 78.9 80.0 90A 74.8 80.0 90.0 7t.1 80.0 90.0 67.9 80.0 90.0 68.0 80.0 9010 62.4 78.9 90.0 60.1 76.0 90.0 U g3 4 E E / J //L /O / D i \ i F 0 \\J E�T:\ ILt. B D \ e E E (xo) (ox0) NO CO © U UP,F /O / D i //H i F 0 \\J E�T:\ ILt. B D \ e o \ (xo) (ox0) NO CO © U CE Q O 0 UP,F /O / D i //H E F 0 \\J E�T:\ ILt. B D \ D \ e / CE Q O 0 (x00) {xox) (Cox) CA) UP,F /O / D i //H 0 E�T:\ ILt. B D \ D \ e (x00) {xox) (Cox) CA) UP,F /O / D \ P\ E�T:\ ILt. B D \ u/ / (x00) {xox) (Cox) CA) 0 J UP,F /O / D \ P\ 0 J " pill F// D\\ B D \ u/ FM ,r4 353 7_0892 CAN. s I 1 { 0) (OOXX XX0 ) TYPICAL ANCHORS SEE ELEVATIONSw EDGE DIST_-.� SEE EI.ANCHORS FOR FACING WO I- SEE ELEVATIONS WOOD BUCK FOR SPACING El)fl£•IST' ti a° y ' $ U —°27' LIL- UF C- OI A ♦1 , LL o 18 15 8Q 22 13 34 13 oti n 33 {9 W , 3/a°MIN. 8 PENETRATION {L GgJ Li Jt� O 31 31 OPTIONAL mm g Mp n z I f3 NN % 31 31 ptcpltVt:C gBVIS� treel�Pl9[elRaldl the Riertltx c 28 28 Ne O 6 yc g 5 8 TH 1 2"0 T 3 8 � U21 0121 PENETRATION 3A 33 15 18 1 34 y} �m� av 1 ° © 21 � 0 21 � � C76 ITI-PROFILE BO`PPOM RAIL C o w v. n \ \ 4 14 STATIONARY 14 UE BLE UNITS $ °o Ta •' a o • ° :v HI-RISE FRAME.SII,L CWpO.7pggp io OPERABLE NIA STATIONARY CAN 3638' TYPICAL ANCHORS 3/18°X 1-1/2" SEE ELEV. FOR SPACING X 1-1/2° SEE ELEV. FOR SPACBdG WEEP SLOT WEEP SLOT 2/SILL AT XX 1/SILL AT SIDELITES DOORS 1 droning no. 1/SILL AT X DOORS EDGE DIST. EDGE DISI. Wa4"-J1 STATIONARY UNITS OPLRA$LE UNITS �Q' Sheet Sot 7 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS Y FOR SPACING SEE ELEVATIONS S FOR SPACING EOGE Mr. ° I I METAL MM—OADE COUNTY APPROVED Q � 5rttUCTURE SEE SEPARAX NOA ANCHORS a ° I � O U Q, I 8 91 of v \ \& WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 4 o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. LL 11' TYPICAL ANCHORS T SEE ELEV.FOR SPACING �p TYPICAL ANCHORS: SEE ELEV. FOR SPACING b 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI,Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 1-3/8" MIN. PENETRATION INTO WOOD THRU 16Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Q INTO MIAMI—OAOE COUNTY APPROVED MUWONS (MIN. THK. = 1/8") S n M INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) §z 1Ji uu�� ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) �� -AI (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N N .. uj C4 TYPICAL EDGE DISTANCE O INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS fc m 3000 PSI MIN. c C-90 HOLLOW/Fl I'm BLOCK AT JAMBS m - 2000 PSI MIN. o SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 113 $ WHITE/ALUMINUM COLORED SILICONE. rpb 8�w�16v dieFiMlrb c ��� En n.,IAV�AHM drawing no. W04-51 sheet 4of 7 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS fNTERIOR ExPOSED FLUSH BOLTS OF HURRICANE WARNING) 1/4'MAX.-•. O 11 AT 10°FROM EACH END I X10 X s/4°sMS F © CONCEALED FLUSH BOLTS * w SHIM � 2 O �8°FROM ENDS & 14°O.C.MAX. 12 AT 10°FROM EACH END 0 G 28 5s 13 4 13 ACTIVE LEAF IN—ACTIVE LEAF L }X 90 $ 21 21 4 23 29 2S 1H 17 7 B ii�T p, o t D.L.OPG. D.L. OPG. �— SIOELTTE PANEL WIDTH LEAF MOTH 3 FRAME MOTH 2 EXTERIOR OPTIONAL TRIM LT3 TYPICAL ANCHORS OPTIONAL REINFORCING SEE ELEV. SEE SHEET 2.2 FOR CAPACITY ,f FOR SPACING 98"X 2"X.98"X 1 8" OXXO c� FULL LENGTH STL EL (STEEL TO BE PAINTED OR PLATED) Q 0-0 ) Zrg� M TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY ° 1/4°MAX. I!; (()04 " WOOD BUCK SHFM OPTIONAL REINFORCING p` N 1/4"MAX. 1/4 MAX. SEE B96'X 2.2XF9 CAPACITY I8" 27 SHIM SPACE SHIN 2 FULL LENGTH STL CHANNEL TO (STEEL TO BE PAINTED OR PLATED) 8 .4 2 WOOD 13 ACTIVE LEAF 500 RE ACTIVE LEAF i C .s 7 11 11 aq 2 g 2 ® II ® VIII .,• — �m�of.�3!e!�� 21 .N 17 7 8 34 SEE ELEV. ORS 6 34 TYPICAL ANCH FOR SPACING - { X-0 TYPICAL ANCHORS D.L OPG. ,hor:d �p AHMAD OWIC'L'REV11" _ SEE ELEV. FLA.,OE pL 78682 w$$*Pon wNA It Plerldr. � M METAL STRUCTURE FOR SPACING LEAF VDTH CAN.-3838 QD& IPf*_jZg FRAME WIDTH EXTERIOR ^O\fir Hied dr0saing no. X W04--51 .heel 501 7 Mal F PART# QUANTITY DESCRIPTION MATERIAL MANF./SUPPLTSR/RSMARRB i ES3001-1 1 FRAME HEAD 8083-T6 - 2 ES3001-2 2 DOOR FRAME JAMB 6063-T6 - 1 3 £53002-1 1 FRAME SILL(STANDARD) 6063-T5 - Z 3A ES3025 1 FRAME SILL(HI-RISE) 6063-T5 - Q 4 ES3003-1 AS REOD. SIDELITE ADAPTER - 6063-T8 - 5 ES3004 AS READ. SHEAR PLATE®ANCHOR LOCATIONS 6063-T8 3'LONG p 6 ES3005-1 2/ LEAF TOP AND BOTTOM RAIL 6063-T5 - Q 6A ES3024 2/ LEAF HI-PROFILE BOTTOM RAIL 6063-T5 7 ES3006-1 1/ LEAF DOOR LEAF JAMB- HINGE SIDE 6063-T5 8 ES3007-1 1/ LEAF DOOR LEAF-LOCK SIDE 8083-T6 9 ES3007-2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063-T6 - 10 ESM08-1 AS REGO. SIDEIITE STILE 6063-T5 11 FO-1202-914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN &ASSOCIATES Iy W 12 FB-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN &ASSOCIATES 13 ES3011 AS REOD. JAMB TRIM 600-TS OPTIONAL 14 ES3012 1 SILL COVER 6063-TB - 15 ES301S 2/LEAF WEATHERSTRIP ADAPTER 8083-T5 - 16 ES3014-1 4/PANEL PANEL CLAMP 6063-T6 - 17 ES3003-3 3/LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 F 17A - 2/LEAF PIVOT HINGES - SEE SHEET 2 19 - - DOOR LOCK(SAVANNAH 2OISL) - YALE 20 - - DEAD BOLT LOCK(PREMIER) - YALE 21 W22321NG AS REOD. FIN-SEAL PILE W'STRIPPING - ULTRAFAB 22 ES3020 AS REOD. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS J ci 23 - 1/HINGE HINGE REINFORCING BAR ALUMINUM 1-t/4'X1/8°X4-1/4'LONG J OI 24 - AS REOD. HINGE REINFORCING BAR ALUMINUM 1/8'THK. X 7-7/8'LONG 25 - 2/LEAF 3/8' DIA. THREADED ROD W/NUTS STEEL o 4 26 - AS REDD. FRAME ASSY.SCREWS - #10 PAN HEAD SMS 0O M 27 - AS REOD. MULLION REINFORCING CHANNEL A36 STEEL - � ZZr��. m 28 ES4014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - i 29 ES4019 AS REOD. PANEL SILICONE STOP NEOPRENE - N N 30 - AS REGD. 3/8'DIM. X 1/8'HT. BUMPER SILICONE FRANK LOWE RUBBER CO. lyj C4 31 ES4013 AS REOD. WEDGE GASKET EPDM DUROMETER 73t3 SHORE A 32 £53022 2/ STILE FLUSH BOLT BRACKET 6063-T8 - 33 - 2/BKT. BRACKET INSTALLATION SCREWS - #10 X 1' FH SMS 34 O/LON AS REDD. DOOR PANEL W'STRIPPING - SCHLEGEL rnQ>rucr my ° ilk a Rn JAV40 4W o o FLA.PEA 76592 , CAN. droWmg no. (-h--t 6-fof 7 • 4.000 2,125 U 1.779 1 ,.361I_� p.375 i.� 105 JL_ I 225 .688 + z, I 2.250 Q W Yom_ 0.312 .078 + ,888 9 3t WEDGE GASKET (sca-e 1:1) h-2.018 b-2.125 �1 �2 FRAME HEAD/JAMB 3.350 1•o o7a 95 2.000 ® n d .398 2.874 � { { 1.500 5/16"DUL - ts WEATHERSTRIP ADAPTER ® SHEAR PLATE srm PIN--\ {. Q 3.375 " 1•>-t.750-1 _1.000 .B00 A45 I � 078 7i-�� ® { { 4,000 3.500 -�i.852 2=0 { { m Q JAMB TRIM (OPTIONAL) .1___. .913 t.it2 1 3 PIECE PI C HINGE 4� ® .590 N M Z 2 © TOP/BOTTOM RAIL •980 r' Z #, 1,S3Y .zso �z 2.874 .125 { VI N `• La i�S Ng 078 395 16 PANEL CLAMP �p. c - t .750 "-2.000 MULLION .913 � REINF. CHANNEL 3.350 2.183 .590 1.145 +PiW11UC/"Y a" •490 .078 s With imma*h ® SIpELITE ADAPTER 1.750 �1 .913 - i p c 1.145 1.500 , � ��°°" � � .094 .563 T_ h .062 .475 .078 I 10 SIDE LITE STILE -4 o m 0 FRAME SILL (STD.) 9-9 9 to SILL COVER 7,250 a w n 4.825 7.750 .084 .913 0 .490 41*,95,4- 021.984 ,590 1.750 F r� 30 ez 1.750 .590 � �0.094 . I W04-51 .913� Im-1.750-� (�i HINGE STILE Qe Qe LOCK STILE/KEEPER STILE en HI-PROFILE BOTTOM RAIL ® FRAME SILL (HI-RISE) �P eheet$,�of 7 I MI-A iff o' j6. FRAME BOTTOM IQPBNtgl NO,- 25 III- DOOR LEAF CORNER STATIONARY PANEL OR SIDEUEE CORNER gwft oxto ft 12- CAM RA.PE tj CAN Ir -Pll � e �.m MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Avi miamidade.goy/perat ES Windows,LLC 10653 NE Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami–Dade County PERA- Product Control Section to be used in Miami–Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami–Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AEU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami–Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"4000"Aluminum Sliding Glass Door–L.IVLL APPROVAL DOCUMENT: Drawing No. W03-100, titled "Series-4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8,prepared by Al-Farooq Corporation, dated 11/08/03 with revision "G" dated 03/06/12,prepared by AI Farooq Corporation,signed and sealed by Javad Ahmad,P. E.,bearing the Miami– Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami–Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LIMITATIONS: 1.Glass liter wider than 36"shall have two setting blocks per FBC requirements. 2.Exterior(positive)design pressures are limited to+70 PSF w/2112"sill and to+80 PSF w/31/P sill. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia,models/series and following statement: "Miami--Dade County Product Control Approved"unless otii"ise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami–Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.09-0210.07 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. Q tnAae urn tr NOA No. 12-0312.03 •••. Expiration Date: March 18,2014 �� Approval Date: May 24,2012 Page 1 ES.Windows,-LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer'•s die drawings and sections. (Submitted under previous NOA No. 08-0204.06, 04-1117.05 and 03-1208.02) 2. Drawing No. W03-100,'titled "Series-4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al-Farooq Corporation, dated 11/08/03 with revision"G" dated 03/06/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. . B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,.TAS 203-94 6) Forced Entry Test, Type "A-A" sliding door, Grade 10, Level LV 1 per ASTM F 588 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum SIiding Glass Door, prepared by Fenestration Testing Laboratory, Inc., for the following Test Report(s)No.('s): a) FTL-5471;dated 01/24/08, signed and sealed by Michael R. Wenzel,P.E. (Submitted under previous NOA No. 08-0417.03) b) FTL-4287,dated 09/22/04,signed and sealed by Joseph C. Chan,P.E., (Submitted under previous NOA No. 04-1117.05) c) FTL-4287,dated 09/22/04,signed and sealed by Edmundo Largaespada,P.E., . (Submitted under previous NOA No. 04-1117:05) d) FTL-3908, dated 10/09/03,. FTL-3909, dated 09/26/03 and FTL-3910, dated 09/30/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-1208.02) C. CALCULATIONS 1. Anchor verificatiidn calculations and.structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/09/12, signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300--04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Jaime D.Gascqn,%P.E. Product Control Section Supervisor NOA No. 12-0312.03 Expiration Date; March 18,2014 Approval Date: May 24,2012 E-1 li ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc:- for their "DuPont Sentry Glass@ Interlayer" dated 05/26/2010, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010,dated 03/05/12,signed and sealed by Javad Ahmad,P. E. 2. Distributor Agreement between, E.S. Windows — Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A.,-dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro,respectively. . 3. Laboratory compliance letter(s) for the following Test Report(s)No.('s): a. FTL-5471,dated 01/24/08,signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 08-0417.0) b. FTL-4287,dated 09/22/04,signed and sealed by Joseph.C.Chan,P. E., (Submitted under previous NOA No. 04-1117.05) e. FTL-4287,dated 09/22/04, signed and sealed by Edmundo Largaespada,P.E., (Submitted under previous NOA No. 04-1117.45) d. FTL-3908, dated 10/09/03; FTL-3909, dated 09/26/03 and FTL-3910, dated 09/30/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 031208.42) G. OTHERS 1. Notice of Acceptance No. 08-0417.03, issued to ES Windows, LLC for their"Series 4000 Aluminum Sliding Glass Door—L.M.I.", approved on 04/01/09 and expiring on 03/18/14. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.12-0312.03 Expiration Date: March 18,2014 Approval Date: May 24,2012 E-2 192"MAX. �4% DOOR WIDTH CLUSTER OF ANCHORS Z 6"MAX. 76 AT HEAD/SILL(STILE LOCATIONS) HEAD SILL MEAD/SILL _ SEE DETAIL ON SHEET 3 CORNERS fill)` ,YQVjy,0 LL 8� n a< 0 0 N N � 1 43 11/16°MAX. $ N N 49 7/16° MAX. D.L.OPO. N m PANEL WIDTH 49 S/IB"MAX. Q PANEL WIDTH TYPICAL ELEVATION TESTED UNIT 0 �R SERIES-4000 ALUM SLIDING GLASS,DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. dd THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY c o W W n HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ng'r.,ktYAO AHMN) � a ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS DOORS GLAZED WITH LAMINATED GLASS RATED FOR CML EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LARGE & SMALL'MISSILE IMPACT AND REQUIRE NO SHUTTERS. FLA.PE'B 70692 ANCHOR94G OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAk., °3s NOT PART OF THIS APPROVAL. PRrnnTaT $ as ea»>ldytggxNN6W Ftotide A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Au 2"dS 1.01, drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W03-100 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 20D3.8.4. Sy— R O 9 2012 ' lvliemi eProdrr^_.:"�nt� sheet 9 of 8 • SEE SHEET 3 FOR XO OR XX DOORS WITH HEAVY REINFORCING MV DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) Z J GLASS TYPES 'A', 'B' OR 'C' iy0� PANEL WmiFl HEMM NO REINFOR'G MEDIUM REINFOR'G HEAVY REINF'G r° a. XCHM a EXT.(+) ITT.(-) EXT.(+) INT. (-) EXT. (+) INT. (-) p U 30 70.0 80.0 70.0 80.0 70.0 solo 36 70.0 80.0 70.0 8010 7010 80.0 42 80 - - 70.0 80.0 70.0 80.0 a 48 - - - - 70.0 80.0 •~I 3/16°H.S.GLASS 5/32°HEAT STRETPD GLASS 54 - - - - 70.0 80.0 �qy m 3/1B'H.S. CLASS � ii ,090•INTERLAYER 30 - - 70.0 80.0 70.0 80.0 Q I] SENTRYGLAS EIY'OUPONT' .090°INTERLAYER .090°INTERtAYER 38 - - 70.0 80.0 70.0 8010 BU'IACITE PVS EIY'WPONN BIJIACiTE PVB BY'WPONT' 42 98 - - - - 70.0 50.0 CCC 3 3/18°H.S. CLASS 3/16° H.S.CLASS - qg .. .. - - T0.9 80.0 1/4-HEAT STREN'D GLASS SILICONE SIUCONE / DOW CORNING 795 DOW CORNING 795 SIUC014E DOW CORNING 785 s a t LS Vc . Z i �z• n y� yI GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' i _v 0 f� VI N U3eq R -e o- Al a NOTE: a GLASS CAPACITIES ON THIS SHEET ARE `o_ m a BASED ON ASTM E1300-04 (3 SEC. GUSTS) ° E U XOXXOX(SHOWN) AND FLORIDA BUILDING COMMISSION °c o w .1 i DECLARATORY STATEMENT DCA05-DEC-218 q PE,/'70682' 4- 4- -0 CA.N.,3938 asoompCl*wfthdw y $ ava80p1y1nsw8h8uFlorlds. XO(SHOWN) OXO(SHOWN) xxx(SHOWN) OXXO xxxo(SHOWN) A`° Q�N° drawing no. ox xxx xxxx W03-100 xx ,APPROVED CONFIGURATIONS � + sheet Q of $ CLUSTER OF ANCHORS 4 SEE DETAIL BELOW 72° 006R WIDTH 0 ohp B°MAX.TYP. TYP. HEAD/SILL A HEAD/SILL CORNERS --�� 90 SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY - PSF 7p (OX OR XO ONLY) »t GLASS TYPES 'A' OR 'D' p HEAVY R=rG(SEE DETAIL SHEET S) a <a P Nt MKAL EXT. (+) INT. D H 30 80.0 103.0 38 80.0 103.0 so 42 80.0 103.0 Xi 48 80.0 103.0 30 9s e0.o to3.o GLASS CAPACITIES ON THIS SHEET ARE .� o to g 38 80.0 to3.o BASED ON ASTM E1300-04 (3 SEC. GUSTS) v 30 100 80.0 103.0 AND FLORIDA BUILDING COMMISSION a 38 80.0 103.0 DECLARATORY STATEMENT DCA05-DEC-219 g THE SHOWN EXT.{+)LOADS REQUIRE �S 3-1/4"SILL HEIGHT(DTI.81 ON SHEET 4). y; REDUCE EXT.(+) LOAD CAPACITY TO JVJ +70.0 PSF IF 2-t/2"SILL HEIGHT IS USED J :r IM.(-) LOADS REMAIN UNCHANXD. B1 10 � QIVM h Ct^M v o 31 3/8" 04 D.L. OPG. 31 3/8° 37" D.L. OPO. PANEL WIDTH PANEL7WIDTH TYPICAL ELEVATION O c g 9 RETAINING AT HEAD SIIULL P c Ed g El r El IHE .P ° ,P►�I 2" 1 1/2° 1 1/z° 2° �' - Z.03 E � q ngr: No.+1AV AFBMD A P b o- - ° 7' Rn.PE p 70982 B3 CAN bs3e IDado mutt rw1 1 XO flX DETAIL CLUSTER OF ANCHORS AT STILE ENDS - O drawing no. APPROVED CONFIGURATION 0 8 2012 W03-100 't sheet 3 pf $ 314°MIN. tr TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PARS WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS �4" g 9/18°MIN. SEE�• FOR SPACING SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS ° - AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL.ANCHORS d ° 101•' 3 PER CUP f I `e °. d WOOD- " •I G d e 3 PER CUP ° ° d . ,°.. . *P J e GUCI< ..e - I TYPICAL ANCHORS: SEE ELEV. FOR SPACING ULTRACONS BY 'ELCO' (F.-177 KSI,Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I 1-1/2° MIN. PENETRATION INTO WOOD 0 171 BUCKS R MASONRY/4° MIN. EMBED INTO CONC. O ASONRY �zy DIRECTLY INTO CONC. OR MASONRY Y a o 18 MIAMI—DADE COUNTY APPR'D MULLION 1-1/4° MIN. EMBED INTO CONC. OR MASONRY TYPICAL ANCHORS STEEL- 1/5°THK.MIN. !i 1 8 3 PER CUP__N ALUMINUM ® 1/8°THK..MIN.(8983-TS) 1/4' DIA: TEKS OR SELF DRILLING SCREWS (GRADE 5.CRS) SEE ABATE NOA INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS] MIN.) g j:• ii I! ALUMINUM : 1/4" THK. MIN. (6063—T5 MIN.) � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n n 13 i I I Iji Iti 012 SMS OR SELF DRILLING SCREWS a ,..,. INTO MIAMI—OADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") TYPICAL ANCHORS IN PAM (NO SHIM SPACE) j le I•• I!! SEE ELEV.FOR SPACING !i '' !i'I' MIN. EDGE DISTANCES is li: i li INTO CONCRETE AND MASONRY = 2-1/2" MIN. z TYPICAL ANCHORS IN PARRS INTO WOOD STRUCTURE = SEE DETAIL (A) 0 II III II SEE ELEV.FOR SPACING TYPICAL ANCHORS INTO METAL STRUCTURE = 3/4" MIN. Q 3 PER CU 04 P METAL r M a !'Ii. IF I: STIiUCTURE5 CONCRETE C° . 3000 PSI MIN. !, i. i! i. MASONRY fm - 1500 PSI MIN. Z `I i ry '!' I' I' SEALANT: N Ld N (� ALL JOINTS AND FRAME CONNECTIONS SEALED WITH I WHITE/ALUMINUM COLORED SILICONE. I!`I!i i I!v, !I WEEPHOLES: Wt 1-3/4° WEEP NOTCH AT EACH END i li ij li' W2 = 3/4" WEEP NOTCH AT EACH END a g g W3 = 3° X 1/4° WEEP HOLES AT 2° FROM EACH END °f>>d Ig B Iii i. 13 a i it'r i ii 8 :L i L ,! IV ' I 4. I:.I: PROM=RaVJSPD 10 jl ,II j .j!• •I -I! i i.� L3�� j a'saomplyLlgwHhtheFlocida m$��S 'b•L o"� B "n %VADAHMAD °0 9 ° ° q .;t..I...'.'.'.'.::.'.:.'...'. I '.'.. .. ,'.t..p.'.'.".'.;.:..':...... I '... FLA.AN.'3838 70882 ,. HIGH STRENGTH GROUT - .. " 'd'a ele $ $ NOT BY E.S.WINDOWS I I .'< , e ° MUST TRANSFER SHEAR 4' ° e , " e !' < drawing no. ° W1 LOADS TO STRUCTURE °d TYPICAL ANCHORS° TYPICAL ANCHORS IN PARS TYPICAL ANCHORS TYPICAL ANCHORS IN PARS �� 4$2012 W03—1 OO 3 PER CUP SEE ELEV.FOR SPACING 3 PER CUP SEE ELEY. FOR SPACWO sheet 4 Of $ EBY TYPICAL ANCHORS IN PAIRS ��y S SEE ELEV.FOR SPACING 1dLIDD HOCK � oflPANEL� 0 0 0 7 z � 1/4`MAX. SHIM X110 X 1/2°PH SAS I PANEL WIDTH d7 3 OPTIONAL B D.L. OPG. 1/4-� t9 QQQ 31 32 7 ` 25 >a 29 33 C .: .. .........»..............i ................... ....... s................... r....... ....... .......... f-Al ...................... ...... :............ a :. .. ..... .................. ::•::.�:...............: .........: .................................... ::::::t ........ .. ............t ... _ _ T . R a>. O 31 �C4 C4 < v ---- SCREEN OPTIs-__ - D.L INTERLOCK STILES ASTRAGAL STILE INTERLOCK STILES a, D.L. OPO. PANEL WIDTH ' 4 EXTERIOR DOOR WIDTH U o TYPICAL ANCHORS IN PARS HEAVY REINFORCING SEE ELEV, FOR SPACING AT INTERLOCK & ASTRAGAL STILES ti M �z METAL FIX. PAN STRUCTURES ONSIDE TTRRAACKN O 1/4"MAX. SHIM D.L OPG. � . TYPICAL ANCHORS IN PARS D � SEE EIEY, FOR SPACING _ - --•—..be o G R IR a .a �, dddiii 8 S 3 t5 PRODUCTROVISED N 15 ..a. N asQuu�'.�'..tyN•W{thBP107tde o n � 14 3 2.03 o - V O W W v a Y+ P. Engf:JAZ E SCREEN OPTL.-_____ FLA.�PN./.7g5B2 ,. DOOR WIDTH DOOR WIDTH •� TYPICAL ANCHORS IN PARS ''AA 0 8 zdt2 dr0wing n0. SEE ELEV. FOR SPACING .w` R W 00 sheet $of $ ° ITEM F PART @ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIRR/UMARKS 1 ES-4001-1 1 FRAME HEAD 8083-T6 - M� ,- 2 ES-4002-1 1 STD.FRAME SILL. 6083-T6 - 2A - 1 HI-RISE FRAME SILL 6063-TS - J 3 ES-4003-1 1 FRAME JAMB 6063-TB 4 ES-4004-1 2/PANEL TOP AND BOTTOM RAIL 6083-T5 - 5 ES-4005-1 AS READ. LOCK STU SO83-TS - O 6 ES-4006-1 AS READ. INTERLOCK 8083-T5 - Q 7 ES-4007-1 AS READ. FEMALE ASTRAGAL 6063-TS - F 8 ES-4008 AS READ. TOP&BOTTOM RAIL STIFFENER 8083-TS - PAN P CELODN NOT SHOWN �+ 8 ES 40119 2/ 0. PANEL GUIDE(TO ONLY) 10 ES 4010 2/PANEL RETAINER CU 0+P. 6'LONG 6063-T6 - G a aM 0 G 13 ES-4013 AS RECD. GLAZING WEDGE - r g�� 14 ES-4014 AS READ. BOTTOM RAIL GLASS STOP NEOPRENE - © I O 14A ES-4019 AS READ. SILICONE STOP NEOPRENE - 4 z 7 15 W23241NX AS READ. STILE&JAMB W'STRIPPING - GLASS PANELS. ULTRAFAS 1 16 Q28847OK AS READ. TOP RAIL W'STRIPPINO - GLASS PANELS.ULTRAFAB 17 ES-4013 AS READ. BOTTOM RAIL W'STRIPPING VINYL CLASS PANELS O 19 #70X1-1/4'PH SMS 8/PANEL PANEL ASSY SCREWS - GLASS PANELS ^ -0--� -------- 19A #10X1'FH SYS 2/CORNER FRAME ABBY SCREWS 20 TA-35-1935-4281 2/NOV. P GLASS PANEL ROLLER ASSY. ST.STEEL 1-1/4'O.D.WHEELS 21 ' #IOXI-1/4'PH SMS 1/ROLLER ROLLER INST.SCREWS - GLASS PANELS ONLY 23 2300-10SS 1/NOV. PAN MORTISE LOCK ST. STEEL - ql 24 - 2/LOCK LOCK INSTALLATION SCREW - Q6-32 X 1/2'FH MS,ST.STEEL t3 --_ 25 537 1/LOCK LOCK STRIKE MATE PLATED STEEL - - 26 #10 PH SMS 2/LOCK STRIKE PLATE MOUNT.SCREW - NOT SHOWN W 27 (18232 1/LOCK INTERIOR AND EXTERIOR PULL - (3) #'6-32 X 1/2'FH MS,ST.STEEL >1O,n INTERLOCK STIIES ASTRAGAL. STILE ¢!2 r 31 32 28 ES4028 AS REQD. SILL RISER 8063-T5 - = N M 29 ES-4017 2/PANEL. FIXED PANEL CUP(OUTSIDE PANEL) 8083-T5 - � $�M a _ SCREEN OPTL;--- ...... 29A ES-4020 2/PANEL FIXED PANEL CUP(INSIDE PANEL) 6063-T5 FOR OXO DOORS Z Z 30 #IOXI/2'PH SMS 2/CUP FIXED PANEL CUP FASTENER - - MEDIUM .REINFORCING 31 - AS READ. 1/4'X 1-1/2°REINFORCING BAR STEEL - N N S" AT EXT. INTERLOCK & ASTRAGAL STILES 32 - AS REQD. 1/2'X 1-1/2°REINFORCING BAR STEEL - ul� 33 P38024FK AS READ. 3°LONG SELF ADHESIVE PILE PAD WOOL AT HEAD AND SILL 0 34 - 2/SIDE 1BUMPON NEOPRENE n r0 coW�� Engr. %VAD AHMAO °B S ss caaiPlYln$wl hyt�liloilde FLA. C.0. f 70592 777 3� BuildWgl I2-a3 2 n 3 h A6 � SCREEN OPTI:r--- --"-- �. R 0 2412 drawing no. NO ,REINFORCING W03-100 sheet 6 of 8 4 1PERMLEG ��V FIX.PANEL CUP Q 3/4°X 2-X.090- F ALUM ANGLE i NOTE: Q, PANEL CUP USE INTERLOCK&ASTRAGAL GGG 2 3/ REINFORCNG AS PER O o 3/4°X 2°X .090° v ALUM�� TABLE ON SHEETS 2 &3 _ I E`10 SMS 2 PER LEG a p n •i—i ii:—i� X O X 8� .a SEEK !:I i; •i is�- n I •i I 'y r <p 3 1 fl'I If - -- fly „�gg + + Q 6 �- � ---- --- -- — I II. I• .0 K 1 II. I I!I I III III �I� 1. ---- ----------- - i l i to rp zI I I I' !x x 0 x i� 1 0 it a?ii it W il ! ni gg 1 !i r !• r ���P FOX. PANEL CUP + + Iii i; h X4°X 2° X.090° 4 .p j4 UM ANCLE ----- ....... r r! i i — -- _------- i.li is I'. gqq10 SMS <PER LEG od�N � 'll XQXXOX CONF'IGURATIO Engn*VAQ•AKMAD 9 PItOATTCIREVTSBD �'oAN`S s�53e3i� �S �yiIlSw�mae�ter�m � � � ==NA-0312.03 of drawing no. Z W03-100 sheet—7 of 8 4.249• ----� 2.000- r--,.sso (r � a82 f .os2 .570 9 -j 8 0 F.068 .870 1.250 1.124 990 .887 •094 ffi 2.890 1.530 1.812 .989 2.875--dt 1'385 4.3It 29 FlXEDSIDE PANEL ,t U U FRAME HEAD O LOCK STILE 4- a w 2.750 .125 STEEL CHANNEL � �t '� 1,875 .570 Q ? •082 ASTRAGAL REINFORCING 494 .951.078 1.317 .408 1.887 4' .zsa � .soo I 3� .5a0 -y .813 1.385 I �7 ® RAIL STIFFENER I 9 812 i I t I FIXED PANEL CUP 45" 1.374 Q INTERLOCK STILE .062 3, ® FRAME TOP CORNER � 3.313 PS 3.560 .438 826 INTERLOCK REINFORCINGS y� a2. 1.3741.610 5 3.559 z PANEL TOP/BOTTOM RAIL O FRAME JAMB ,9 I IN N 1.812 1.499--l.812- .907 Imo- �7 ASTRAGAL STILE I � 2.500 STD. % c 3�L M-RISE 2260 .878 .082 1.590 .048 I�I1I i BF�Qcz �L 4.249 ® FRAME SILL 28 SILL RISER .876 2.183 FRAME BOTTOM CORNER PROD�swilhaU t�� r - �w .125 En9r.JAW ft AD I Ex • RA.�+E 7.0692 t.� 2.035 2.246 .610 t.00D PANEL CORNER - C.A.N. B Mimtti adaProdaaC II 8 1.418-d lnNt� droning no. s4s W03-100 10 RETAINER CLIP I SCREEN TOP/BOTTOM RAIL I SCREEN STILE cheat 8,of 8 6,r_-7" t G1 4' RevlBioro A I NOTE : NOTE MEAN ROOF HEIGHT : 11'-5" DIMENSIONS SHOWN ARE NOMINAL, GLAZING ROOF TYPE : 3.12 CONTRACTOR TO OBTAIN FIELD DIMENSIONS EGRESS IPRIOR TO FABRICATION. a BEDROOM #4 I o 6'-1" O REAR Lo M io M I l.� O FAMILY ROOM O O Q J_ J IjJ O 0 12 m LLJ > En w EGRESS z w U) — a' o W Y 3 LEFT r1� D Z — � 'r'F 1 LIVING ROOM BEDROOM #3 BATH 7 Z Lo Q 2 Lo `i DINING ROOM KITCHEN O r g Go 0 O L JZ I— RIGHT o Lu to O C) 8.-4" J FOYER BATH #1 © V X OJ BATH #3 0 NOT PART OF NOI PART OF THIS PERMIT 00 TH S PERMIT N W N BEDROOM #1 BEDROOM #2 U O 0 Q FRONT z "' n ti 0) ¢ m GARAGE EGRESS EGRESS O= V- af 00 x O � ® FLOOR PLAN -1 © OB -1 a LL w SCALE 1/8"-l' U Z s N :2 0=.. DATE:7/16=13 6 01 ALE: 1/8=1' 76'-9" DWG. BY: E.P. NOT PART OF JCD ARCHITECT. Inc. joB# :1 3-M THIS PERMIT JUAN C.DAVID AR-0001614, ins c�om vwQr i�Fkdk 45 Sheet NO. V=2854848 !tc om aye-aaw 1 OF 2 v .r RGYIBk) FD WINDOW/DOOR SCHEDULE 0 OVERALL SIZE THICKNESS DESIGN(NOA) SITE APPROVAL REMARKS M SYMBOL LOCATION TYPE WIDTH X HEIGHT PRESSURE PRESSURE NUMBER (NOA) A w HALLWAY FRONT SINGLE HUNG 53X74 5/16" +80.0/-90.0 +40.05/-43.45 12-0223.42 HEAVY DUTY TOP RAIL, GLASS (B) u` Li B BEDROOM #1,2 SINGLE HUNG 37X74 5/16" +70.0/-80.0 +40.05/-53.63 12-0223.42 STANDARD TOP RAIL, GLASS (A), EGRESS o C BATH #1,2 SINGLE HUNG 37X26 5/16" +70.0%80.0 +40.05/-43.45 12-0223.42 STANDARD TOP RAIL, GLASS (A) m w O BEDROOM #3 HORIZONTAL 74X38 5/16" +70.0/-80.0 +40.05/-43.45 12-0223.46 STANDARD MTG. RAIL, GLASS (A), EGRESS cn w w E LIVING/FAMILY ROOM SINGLE HUNG 37X63 5/_16" +70.0/-80.0 +40.05/-53.63 12-0223.42 STANDARD TOP RAIL, GLASS (A) z >- x C9 w - O F FAMILY ROOM FRENCH DOOR 75X81 5/16" +70.0/-80.0 +40.05/-43.45 12-0308.40 GLASS (C), HINGES OPTION (1), LOCKS OPTION (1) w N G BEDROOM #4 HORIZONTAL 53X38 5/16" +70.0/-80.0 +40.05/-53.63 12-0223.46 STANDARD MTG. RAIL, GLASS (A), EGRESS o z g z G1 BEDROOM #4 HORIZONTAL 53X38 5/16" +70.0/-80.0 +40.05/-53.63 12-0223.46 STANDARD MTG. RAIL, GLASS (A) x z z0 L g G2 GARAGE HORIZONTAL 53X38 5/16" +70.0/-80.0 +40.05/-43.45 12-0223.46 STANDARD MTG. RAIL, GLASS (A) ' Q m H FAMILY ROOM SLIDING DOOR 72X80 5/16" +70.0/-80.0 +40.05/-43.45 12-0312.03 NO REINFORCEMENT, GLASS (A) w � z I DINING ROOM HORIZONTAL 74X50 5/16" +70.0/-90.0 +40.05/-43.45 12-0223.46 STANDARD MTG. RAIL, GLASS (Al) O Q v BATH #3 SINGLE HUNG 19X26 5/16" +70.0%80.0 +40.05/-43.45 12-0223.42 STANDARD TOP RAIL, GLASS (A) v a 0 1. ALL WINDOW FRAMES ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - REFER TO PRODUCTS CONTROLS. 2. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE 00 NOT PART OF THIS PERMIT. N 3- ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. THE MINIMUM OPENING SIZE (20" WIDE X 24 HIGH) U U ro p z JMcn N M . t0 O 00 ;5- _ w Ud�- Q0 5► N m a_ DATEMIU2013 ALE: 3/'16=1' 115 y DWG. BY: E.P. d JCD ARCHITECT, Incl. joB# :l 3-Wo JUAN C.DAVID AR-00019344. Aw^maaocnsw. Sheet 199 oom way Ilea.Fb 83148 No. , ., PhD=00 284943 ftc O M04M 2 OF 2 F, z Miami Shores Village �` Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 3313$ Tel:(305)795.2204 Fax:(305)756.8972 R d INSPECTION'S PHONE NUMBER:(305)762.4949 Kri � 3 3 FBC 24 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING T JOB ADDRESS: /5—,S7— ,PV k 11 Fl City: Miami Shores County: Miami Dade Zip: /s-® Folio/Parcel#: Is the Building Historically Designated:Yes O Flood Zone: OWNER:Name(Fee Simple Titleholder): TO�Ay% V-re�( Phone#: Address:` �, l SS V\W q I �'�"r City: 1� ,zo i SV% -es State; Zip: ��I Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: `) S 0=16 e-r Phone#:3 Address: �'d City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: 105- of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ (�Sf " Square/Liftear Footage of Work: Type of Work: DAddition []Alt�tion ONew W2epair/Replace ODemolition Description of Work: IL., Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bong Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." .Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered-to person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at th 'ob site for the first inspection which occurs seven (7) days after the building permit is In absence of such posted no e, the inspection will a app ved and a reinspection fee will be charged Signature Signature her or Agent a� Contractor The foregoing instrument was acknowledged before me this a The foregoing instrument was acknowledged before me this-- day of I-LA ,20 «,by V/V ��Y day of TLA � ,20 � ,by who is personally known to me or who has produced AVVXV'5' who is personally known to me or who has produced VS00 4 <z C&ylu As identification and who did take an oath. V-V\.CVVVI- as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ��, Sign: Print: l� Print: t MY WMMII�13M DDS25M My Commission pir My Commission T M�HEL.L.E MORENO aw :Sp 16,2013 W COMMISSION#DD925779 Bonded tluou t 18t State Insurance EXPIRES:SEP 16,2013 APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06110/2009)(Revised 3/15/09) ' KENN Miami Shores Village Building Department RADA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION(EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 ■■rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: 14A A 1Scsd -� I BUSINESS ADDRESS: q 00 Is V w low STATE ZIP CODE 3 3 ( � 0 BUSINESS PHONE: FAX NUMBER ' ��? I CELL PHONE(1 ) �L( ' ��y3 QUALIFIER'S NAME: T`�16�f-P 0 QUALIFIER'S LIC NUMBER: *I- Isa®I Lf l E-MAIL ADDRESS(IF APPLICABLE): 1�1tr �� � �`Sdc�L •t;I� 1 Created on 3119109 BY MLDV I RV 31209 MLDV .tam .. 1270 {T� 0 ` rC3PZ13 Q a i 3r 3rIattP31 C*$t@- :3 •es « ' ,• ` '� Ak g m xg ; £ ti 6 - r { - 5 g PLEASE CUT OUT THE CARD BELOWr&N.D RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT 03%RTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS C,'OMPEIMTION Pursuant to Chapter 44110504). F S., an officer of a corporation who CONSTRUCTION INDUSTRY O elects exemption from this chapter by filing a certificate of election CERTIFICATE CF ELECTION TO BE EXEMPT FROM FLORtDA L under this section may not recover benefits or compensation under this WORKERS COMPENSATION LAW 16 D chapter. EFFECTIVE 01/16/2013 EXPIRATION DATE: 01/16/2015 Pursuant to Chapter 440.05(12), F.S., Certificates of election to be j PERSON: ROBERT N MORENO E exempt_ apply only within the scope of the business or trade listed on FEW: 272608496 the notice of election to be exempt AND BUSINESS NAME A ADDRESS: E Pursuant to Chapter 440.05031, F.S., Notices of election to be exempt curt& ASSOCIATES CONSx.TM&I INC and certificates of election to be exempt shall be subject to revocation 14629 SW 104 STREET#498 if, at any time after the filing of the notice or the issuance of the MIAMI FL 33186 certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE person named an the certificate to meet the requirements of this 1- LICENSED GENERAL CONTRACTOR section. QIESTIONS7 (850) 413-1609 FIRSF-CLASS U.S. GE PAID MIAMI, PERMIT N0.231 THIS IS NOT A BILL-DO NOT PAY 711431-7 NEW ausINESS NAMEI LOCATION RECEIPT NO 739190-7 RN A ASSOCIATES CONSULTING INC STATE# IY3CB20941 6 © a 728 HE 112 ST t� 33161 BISCAYNE PARK, f RA a ASSOCIATES CONSULTING INC WORKER/S '1i 6EVEAL BUILDING CONTRACTOR 3 x TAX ramwe rr DOES NOT PERIM THE Rol ose To vanA1E ANT aeeix ATOmr oR IM ZONING LAM COUNTY OR ix1 OF DO NOT FORWARD DOW Tr HOLDER Itrl", F° ` RN a ASSOCIATES CONSULTING INC POM n am'v LAW. NOREN PRES NOT" "' 14629 SW 104 ST #498 THE kj „ TIONIL ovAL�cn NIANI FL 33186 pTAX 03/06/2013 -- • _-_Iw---, °_ 02260019001 z 000045.00 1 SEE OTHER SIDE X • y III _ RMASS01 OP ID:EA A+iC'C RL ►� DATE omolm rrm CERTIFICATE OF LIABILITY INSURANCE 07109113 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endonsemen s PRODUCER 305270-2100 =ACr Michelle Wilson FILER INSURANCE,INC. 305-270-2195 HONE 305-270 2100 F"X N,,305-270-2195 9440 S.W.77 Avenue Miami„FL$3156 ADDRESS: Marianne Sioli AFFORDING COVERAGE NAIC S INSURERA:Mid-Continent Casa Co 23418 INSURED RM&Associates Consulting Inc INSURERS: 14629 SW 104 St#498 Miami,FL 33186 HNSURERC: INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF NSURAMM LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEFJd REDUCED BY PAID CLAIMS. I�SR TYPE OF INSURANCE ADDL B POLICY KMBER POLICY EFF EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY L0097'1561 01I15H3 01f15f1$ DAMAGE TO RENTED 100,000 SEMI ES Ee ocanrenca $ CLAIMS-MADE I—XI OCCUR MED EXP(Any one person) $ Excl PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,00 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000,00 X I POLICY PRO- LOC $ AUTOMOBILE LIABILITY MBINED SINGLE LIMIT Ea acciderd ANY AUTO BODILY INJURY(Per perm) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED NED PROPERTY $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION OCS�nTU- OTFb AND EMPLOYERS'LIABILITY YIN ANY PROPRIEiORIPARTNERIEXECUTWE EL EACH ACCIDENT $ OFFICERMEMBER EXCLUDED? ❑ NIA (Mandatory In NH) EL DISEASE-EA EMPLOYEE $ Byes.describe under DE RIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(Attach ACONO IM,A....of Remarks sd&te,ff..space Is regW.M CERTIFICATE HOLDER CANCELLATION VILLA04 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores � DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department 10050 N.E.2 Avenue AUTHORIZED REPRESEerr MW Miami Shores„FL 33138 ELENA MORES- ®19I 20111 ACORD CORPORATION. All rights reserved. ACORD 26(2010/05) The ACORD name and logo are registered marks of ACORD I Itllll hill tltli lltl�ttltl tllll Ittll ttll ittl Prepared by and Return to: OR 8k 28676 �'s s�3877 - 3878; (2p9 s) Gtiaratrty Trust&Title, lnc. RECORDED 06/13/2013 09:11]:00 GEED DOC TA:{ 2P700,00 1909 Tyler St.,Suite 306 HARVEY RUVINP CLERK OF COURT Hollywood,Florida 33020 MIAMI-DADE COUNTYv FLORIDA Our File Number: 1227 SPECIAL WARRANTY DEED (Corporate Seller) STATE OF Florida COUNTY OF Miami-Dade THIS INDENTURE,made this June 12,2013,between: HSL Property Holdings IV,LLC,A Florida Limited Liability Company whose mailing address is:2600 Island Blvd,#2903,Aventura,Florida 33160,party of the first part,and John Vincent Kriney and Nicole Kriney, husband and wife , whose mailing address is: 155 NW 91 Street, Miami Shores, Florida 33150,party/parties of the second part. WITNESSETH First party,for and in consideration of the sum of TEN AND NO/100 DOLLARS($10.00)and other valuable considerations,receipt whereof is hereby acknowledged,does hereby grant,bargain,sell,aliens,remises, releases,conveys and confirms unto second party/parties,his/her/their heirs and assigns,the following described property,towit: The South 1/2 of the East 100 feet of the West 388.60 feet of the South 1/2 of the Southwest 1/4 of the Northwest 1/4 of the Southeast 1/4 of Section 1,Township 53 South, Range 41 East,lying and being in Miami-Dade County,Florida. Parcel ID No. 1131010000220 Subject, however, to all covenants, conditions, restrictions, reservations, limitations, easements and to all applicable zoning ordinances and/and restrictions and prohibitions imposed by governmental authorities,if any. TOGETHER with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the party of the first part hereby covenants with said party of the second part,that it is lawfully seized of said land in fee simple: that it has good right and lawful authority to sell and convey said land;that it hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by,through or under the party of the first part. IN WITNESS WHEREOF,first party has signed and.sealed;,these present the date set forth on June 12,2013. Signed,sealed and delivered HSL Property Holdings IV,LLC,A Florida Limited Liability in the presence of: Company By itANae: em er,HSL Property Holdings, LLC By, Me bar,HSL Capital LP, BP er,HSL P�Ltue,,LLC Signed,Seale a d Ii v red i u p esence: B Pthan Levinger WITNESS 1. Title:Mana ging Member Printed name: / (Corporate Seal) WITNESS 1. Printed name: '4— State of Florida County of Broward THE FOREGOING INSTRUMENT was acknowledged before me this 12th day of June,2013 by Nathan Levinger,as Managing Member of HSL Partners,LLC,as General Partner of HSL Capital LP,as Managing of.HSL Property Holdings LLC,as Managing Membe of HSL Property Holdings IV, LLC,a Florida Limited Liability mpany ho is ersonally known to me or who has produced k,S � cJ?a l l%t►'R as identification. $10%y°eV.. Notary Public State of Florida Larry Milder Notary Public moo` My Commission EE076530 Print Notary Name '`oF r%o' Expires 04101/2015 My Commission Expires: Notary Seal DEED-Special Warranty Deed-Corporate JCD ARCHITECT, INC A.A. 'lr26001 560 1385 CORAL WAY 51J # 207 TEL.#(305)285-4343 MIAMI, FL 33145 Y D FAX#(305)285-4330 SEP IS 013 BY• WIND LOAD CALCULATIONS: t; .Ty 0 p PROJECT: R.M. DESIGN & BUILD JOHN MUNEY 155 N.W. 91St STREET MIANII SHORES VILLAGE, FL 33150 E - -- -------- '� DATE WI F��PJ_L El R,4L s JumV C.David AR 16'2D13 Date: FULL ARCHITECTURAL SERVICES cad RESIDENTIAL as COMMERCIAL co CUSTOM DESIGN as LEED CERTIFICATION JUANCDAVIDQJCDARCH ITECT.COM 15_(0 0 4 ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Description: JOHN KRINEY Analysis q: EP User Input Data Calculated Parameters Structure Type Building Importance Factor 1 1 Basic Wind Speed(V) 175 mph Hurricane Prone Region(V>100 mph) Struc Category(I, II, III,or I 11 Table 6-2 Values Exposure(B, C,or D) C Alpha= 9.500 Struc Nat Frequency n1) 1 Hz Z9= 900.000 Slope of Roof 3.0 :12 Slope of Roof(Theta) 14.0 Deg Type of Roof Gabled Kd(Directonal' Factor) 1 Eave Height(Eht) 9.30 ft Ridge Height(RHt) 13.80 ft Mean Roof Height(Ht) 11.50 ft Idth Perp.To Wind Dir B) 68.30 ft At= 0.105 Idth Paral.To Wind Dir L 76.90 ft Bt= 1.000 Bm= 0.650 Calculated Parameters Cc= 0.200 Type of Structure I= 500.00 ft Height/Least Horizontal Dim 0.17 Epsilon = 0.200 Flexible Structure No Zmin= 15.00 ft Gust Factor Category 1: Rigid Structures-Simplified Method Gust1 For rigid structures(Nat Freq> 1 Hz)use 0,85 0.85 Gust Factor Category 11: Rigid Structures-Complete Ana Is zm Zmin 15.00 ft Izm Cc*(33/z)^0.167 0.2281 Lzm 1*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)"0.63))"0.5 0.9057 Gust2 0.925* 1+1.7*Izm*3.4*Q/ 1+1.7*3.4*Izm 0.8754 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are usl 0.85 Fla 6-5 Internal Pressure Coefticlents for Buildin sp , Gcol Condition Gc 1 Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 -0.18 ' a r ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Flours 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/Ht<=60 ft I Si i5 2i 1 4 2 i , :5 51 -+---�-- -�-- +-- a a as a Gabled Roof 7<Theta.<=45 a= 4.6 =_> 4.60 It FACTORED ALLOWABLE Component Area Zone GCp Wind Press(IbtRA2) Wind Press(Ib/ftA2 (ftA2) Max Min Max Min Max Min A 13.61 4 0.98 -1.08 76.96 -83.61 46.18 -50.17 B 6.93 5 1.00 -1.40 78.53 -105.15 47.12 -63.09 C 3.34 4 1.00 -1.10 78.53 -85.19 47.12 -51.11 D 9.76 4 1.00 -1.10 78.53 -85.19 47.12 -51.11 E 8.09 4 1.00 -1.10 78.53 -85.19 47.12 -51.11 F 21.09 4 0.94 -1.04 74.72 -81.38 44.83 -48.83 G 6.99 5 1.00 -1.40 78.53 -105.15 1 47.12 -63.09 G1 6.99 4 1.00 -1.10 78.53 -85.19 47.12 -51.11 H 20.00 4 0.95 -1.05 74.99 -81.65 45.00 -48.99 12.84 4 0.98 -1.08 77.26 -83.91 46.35 -50.35 J 1.71 4 1.00 -1.10 78.53 -85.19 47.12 -51.11 0.00 Note:'Enter Zone 1 through 5,or 1 H through 3H for overhangs. Revisions 1009.03.13 BDC ®09.16.13 BDC WINDOW/DOOR SCHEDULE SYMBOL LOCA11ON TYPE OVERALL SIZE THICKNESS DESIGN(NOA) SITE PRESSURE PPROVAL REMARKS WIDTH X HEIGHT PRESSURE (PER EACH PANEL) UMBER (NOA) A HALLWAY FRONT SINGLE HUNG 53X74 5/16" +80.0%90.0 +46.18/-50.17 12-0223.42 HEAVY DUTY TOP RAIL, GLASS (B) B BEDROOM X1,2 SINGLE HUNG 37X74 5/16" 70.0%80.0 +47.12/-63.09 12-0223.42 STANDARD TOP RAIL, GLASS (A), EGRESS LO C BATH #1,2 SINGLE HUNG 37X26 5/16" 70.0%80.0 +47.12/-51.11 12-0223.42 STANDARD TOP RAIL, GLASS (A) j D BEDROOM #4 HORIZONTAL 74X38 5/16- 70.0%80.0 +47.12/-51.11 12-0223.46 STANDARD MTG. RAIL, GLASS (A), EGRESS � E LIVING/BEDROOM #3 SINGLE HUNG 37X63 5/16" +70.0%80.0 +47.12/-51.11 12-0223.42 STANDARD TOP RAIL, GLASS (A), EGREES LL- FAMILY ROOM FRENCH DOOR 75X81 5/16° 70.0%80.0 +44.83/-48.83 12-0308.40 GLASS (C), HINGES OPTION (1), LOCKS OPTION (1) Li OFAMILY ROOM/ Q BEDROOM #4 HORIZONTAL 53X38 5/16" +70.0%80.0 +47.12/-63.09 12-0223.46 STANDARD MTG. RAIL, GLASS (A) � I- J m W > G7 GARAGE HORIZONTAL 53X38 5/16" 70.0%80.0 +47.12/-51.11 12-0223.46 STANDARD MTG. RAIL, GLASS (A) 4 o H FAMILY ROOM SLIDING DOOR 72X80 5/16" +70.0/-80.0 +45.00%50.35 12-0312.03 NO REINFORCEMENT, GLASS (A) } V) W I DINING ROOM HORIZONTAL 74X50 5/16" +70.0%90.0 +46.35/-50.35 12-0223.46 STANDARD MTG. RAIL, GLASS Al CZ.� Z O BATH #3 SINGLE HUNG 19X26 5/16" 70.0%80.0 +47.12/-51.11 112-0223.42 STANDARD TOP RAIL, GLASS (A) W Y .3: V) Z g 2 LO Q 1. ALL WINDOW FRAMES ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE VATH THE UNITS NOTICE OF ACCEPTANCE - REFER TO PRODUCTS CONTROLS. O :2 2. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT . PART OF THIS PERMIT. 3- ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. THE MINIMUM OPENING SIZE (20" WIDE X 24 HIGH) W �. Z O O LLJ Q � ry U U CL WN ML L s EPmtr IF Nro MML a 0MY tim Nm WN M&L s amy 106 Km AEI/mmL At Erox+r IF Km oNao ata e�iuA/� oosieo ASP Is BEMA/M Elm I mw w OEAq/IE EXINIM I OP IE AWJIU/IE w"47w. k SmE(AP tA1l�) BEIUA.M FA.8Wd'Lao.) eAwTW.M e 4 Q) eFawrn+.E0.SmE(6'tc�.) 00 LLJ N N UUO0 i ; a Z ---I perry cD NEW CAUL WALL 'E�oA� taw CAL WALL r 'm BFaI mP LO WINDOW WINDOW a < N OPENING U ^ Wµ1 Wu1 O M to C EXEM(Fvj :: i71�LP ra1'CFU 0! `++��- 00 VI esa aU a� WA � N _ W sal I !. �. U M Z a- mar Z Q O mg k 9 N m 0- J X I K. DATE:7/15/2013 NEW of" 8 mc»t F== O U.��, NW eaw� ��, FOMW DMI a A9+'mAY, Nro SEP 19'2013 SCALE: 3/16°-1' 0 CM SAM .M Cm SLOAT&E& : cm .� s�.pr Lao.) m(s'A.C .) sA�.(Ar wAre.) sAOAr.(Ar LaAAa) DWG. BY : E.P. NEW WALL/WINDOW OPENING DETAIL#1 A NEW WINDOW OPENING DETAILRE JCD AR HITE . Inc. JOB # :13-030 sum t/r-r-o• Q JUAN C. DA 1 344. AA 26MIGM. Sheet No. 1385 Coral Way,Suite 207 Miami,Florida 33145 Oc 2 Phone:(305)285-4343 Fax:(306)285-4330 f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-195914 Permit Number: WS-7-13-1670 Scheduled Inspection Date: October 23, 2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: Work Classification: Window/Door Replacement Job Address: 155 NW 91 Street Miami Shores, FL 33150- Phone Number Parcel Number 1131010000220 Project: <NONE> Contractor: RM &ASSOCIATES CONSULTING INC Phone: (786)348-3903 Building Department Comments REPLACE WINDOWS WITH HURRICANE IMPACT Infractio Passed Comments WINDOWS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 22,2013 For Inspections please call: (305)762-4949 Page 3 of 22 YON Miami Shores Village I_--- • Building Department 40050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: 30S 795.2204 Fax: 305 756.8972 ( ) ( ) INSPECTION'S PHONE NUMBER:(305)762.4949 IFBC 20� UILDING Permit No. 3f PERMIT APPLIC ` tr Permit No.W Permit Type: ROOFING ��- JOB ADDRESS: Z-5_-5- W City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): `!!9 Phone#: Y 9�pf. Address: Z!5-S-- City: ,, State: ��� Zip: .7 2f�'b Tenant'Lessee Name: Phone#: Email: CONTRACTOR:Company Name: & Phone#: 00S FrS SVIW Address: avy- City:— ley'49n28• Stater Zip: Qualifier Name: 1,?o b ee--t •G+'l® Phone#: State Certification or Registration#: 1 6 f r2 Certificate of Competency#: Contact Phone#:30S 7-3/ / Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: DAddition OAlteration LlNew ORepair/Replace ODemolition Description of Work• t Color thru tile: Submittal Fee$ Permit Fee$ °(.1'0 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the rson whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit ' ed I sent of such posted notice, he inspection will not be approved and a remspection fee will be charged J Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thisZh day of 20 L..3-.,by �dhl LCe:'Iae! day of A 2041,by y��/� or--e-n® , who is personally known to me orhas produced 0,n yez:r who is personally known to me or who has produced ,, � As identification and who did take an oath. /SGe as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: 11 Print: YA I C-611e, d a A ® Print: kll�e'lg voculp My Commission Expires: , MICHELLE MORENO My Commission Expires �Sar MICHELLE MOAENO W COMMISSION#00925M W CQMM1SS1ON a 7N EXPIRES:SEP 16,2013 EXPIRES:OR 16,2013 Banded through 1st State nswance Bonded through 1 st Sw U�ra 0 **47 )f APPROVED BY Plans Examiner Zoning '(17 Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) . Miami Shores village OR Building Department else UNION 10050 N.E.2nd Avenue amt Miami Shores, Florida 33138 2�kr Leo Tel: (305)795.2204 �LORIDA Fax: (305) 756.8972 3 Page 1 of 1 Permit No: Structural Critique Sheet i'N D L-0 AT) CA L - ` 'L,,L- '9 e &A-9 6-.D V Po NJ ®-f— L'i 1w &PILL L / V LJ � t�q� e-v i-G8 iAJ Y�7rbA3 6-r' 2- STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets In the re-submittal drawings. Mehdi Asraf SgoRES Miami shores Village ` Building Department ' logo „ n� � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 LORIDP► Fax: (305) 756.8972 September 10, 2013 Permit No: l 10 Structural Critique Review 1. WIND LOAD CALCULATIONS SHALL BE BASED UPON KD=1.0 AND EFFECTIVE WIND AREA OF 1 PANEL OF WINDOW. YOU CAN USE KD= 0.85 IF YOU COMBINE WL +OTHER LOADS IN ACCORDANCE WITH LOAD COMBINATIONS OF CH:2 OF ASCE 7-10 Mehdi Ashraf Structural Engineer Building Critique Review 1. . Based on the original approved plans window E on bedroom #3 was Window D, door opening G was window E and door D was door G. Provide structural details and specifications to enlarge or reduce the openings. all changes must be designed by license engineer or architect. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. ORE Miami hores Villa e ♦5gS Building Department . W . 11110M 10050 N.E.2nd Avenue _ Miami Shores, Florida 33138 � kres+�►��~� Tel: (305) 795.2204 x(11 Fax: (305) 756.8972 August 26, 2013 Permit No: WS13-1670 Buildin q Q Criti ue Review 1. Based on the original approved plans window E on bedroom #3 was Window D, door opening G was window E and door D was door G. Provide structural details and specifications to enlarge or reduce the openings. all changes must be designed by license engineer or architect. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. g1�ORES tttC.19�j eggs pn.� Miami Shores Village � Building Department (pR ► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: N S 3 '1 U-1 D DATE: 1 1 I, J' (NAME) Vcontractor • Owner •Architect Picked up 2 sets of plans and (other) Address: JS5 V\TJ ��IIAMI StA6veJ-Xt 9,�, 1,S From the building department on this date in order to have corrections done to plans And/or get County stamps. l understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: V!!k� -- (Signature) PERMIT CLERK INITI RESUBMITTED DATE: I I PERMIT CLERK INITIAL: