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RC-15-931 (3)Rock:..En ineerin ;gitar, Inc www.skyrockeng.com ANSWER TO STRUCTURAL COMMENTS FOR INTERIOR AND EXTERIOR REMODELING AT 1017 NE 95TH STREET, MIAMI SHORES, FLORIDA PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 Phone: 786. 285. 7157 Fax: 305. 258. 3345 Email: aimee@skyrockeng.com ___ SkyRock..Engineering, Inc www.skyrockeng.com ANSWER TO STRUCTURAL COMMENTS 1. Please, see updated notes #1 at sheet S-1, S-2 & S-3. Please, note that the existing conditions shown on drawings are based on existing structural drawings and performed inspection. Please, see attached reference. Additionally, the existing conditions to be verified on field are only where the existing windows and doors will be replaced; No additional Toad have been added in any case. 2. Please, see updated structural notes. 3. Please, see updated structural notes. 4. Please, see attached windows and doors NOAs. 5. See attached Special Inspector Form. Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by to perform special inspector services under the Florida Building Code at the 1017 NE 95TH STREET, MIAMI SHORES, FL. project on the below listed structures as of 5-20-15 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC15-931 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) O SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * 1. Aimee Rodriguez 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent gFlorida Building Code and are in substantial accordance with the approved plans. Signed and Sealed EngineerlArchitect DATE: 5-20-15 Created on 6/10/2009 Name AIMEE RODRIGUEZ (PRINT) Address 12413 SW 220 STREET, MIAMI, FL. 33170 5./7,\---- Phone No. 786.285.7157 1, I V I;N.B ''.R;0 PMY d.iK 6iee4. yc. hwa.. vAlla-4 cld, PLYWOOD SO V YK WAIL. RETYW ItQ.GeitYC� �. MdP? 410O7 4144.)4 144T8 iaws.e� vx�i a z i e e 4I l • 04 . •r /STAIR HALL O�A Keane Pi ±o r (Ze_-re_n 0 � 1y DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCiPE: 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision D dated 02/12/14, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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 and renews NOA# 13-0206.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. M1AM1•DADE COUNTY APPROVED MUM-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midad e.eov/economy NOA No. 14-0317.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision C dated 02/06/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Iinpact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuej'Perez, P E. Product Control Exa ner NOA No. 1 317.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E - 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted udder NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) MabueJ'Pere P.E. Product Cont ' 1 E miner NOA No. -0317.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlaycr" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. , F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, February 24, 2014, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Chief, Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Ahuninum Horizontal Rolling Window — L.M.I.", approved on 05/02/13 and expiring on 05/27/14. Manuel Pe . z, E. Product Control Examer NOA No. 1 - 7.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E-3 3 1/2" MAX. HEAD/SILL CORNERS o_ 0 O 2" WINDOW WIDTH 0-7 FALSE MUNTINS (SURFACE APPUED) MAY BE USED I 1 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH in COW <c 0 0 1 I I 32 3/4" O.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8" HEAT STREN'D. CLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 n. GE SCS 2000 GLASS TYPE 'A' 1/8" HEAT STREN'D. GLASS i O x h 3 1/2" MAX. HEAD/SILL CORNERS 0 _W N a_ O 111" • WINDOW WIDTH 4" 10 5/8" MAX. 0--- r . HEAD/SILL CORNERS I I I I 1 1 I' I — _____ I '1 _® I 'I I _____4_ _ / // ../ -. (' 11 ".. 1I // ___IL_� II II III / II II \ 11___ II II II 1 I I , It I // II -__IL _'./ 1; __ I 11 I II 1 11 1 ,1 I 1I FALSE MUNTINS / (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATION .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE '$' GLAZING OPTIONS 32 3/4" D.L. OPG. 36 7/8" VENT WIDTH t 32 3/4" D.L. OPG. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'D. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D. GLASS $ IA rn CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'C' SILICONE DOW 899 ECO—GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. Engr: JA AD A,4MAD PRODUCT REVISED M PE {t 70592 complying with the Norma CA.N.55J8 Bultding Code SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Acceptance No ` 0 g Ex tration Date(0 ij 1 8 tgy t 7l Miami /` oI t L '45 ade Product Control 1 Fw 2 g 0 0 CC g� � g1<o otav,. 1 J 46 Er COMP -ANL\WO9 -1 U to iQ FAX (305) 885-5902 0 N Ia 0 1,4 A z in 0 n .• 0 8 n 0 Lr_ 0 8 0 m 0 •I 8 u drawing no. W09-12 sheet 1 of 7 ) ' DESIGN LOAD CAPACITY - PSF (X0, OX 0R XX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-1/8" 74" 26" (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 37" 53-1 /8" 74' 38-3/8" (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 37" 50-5/8" (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 :53-1/1 6 © 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 37" 53-1/8' 74" 63" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 70.0 80.0 24" 36" 48" 60" 72" �2) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" �3, 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" �5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 87.6 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. -A W/0 REINF. WITH REINF. GLASS TYPE 'A' - GLASS TYPE '8' GLASS TYPE 'C'. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4" 111" 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 38-3/8" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4" 111" 50-5/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4' 111" �5) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 70.0 80.0 12 70.0 70.0 80.0 80.4 70.0 80.0 72' 84" 96" 108" 24- (2) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36• (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84' 96" 108' 48' (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 60' (5) 9 70.0 70.0 80.0. 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 87.6 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/3W) (1/3W) (1/3W) I I OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX.SIZES) . WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE '8' CLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) ANT.(-) 74" 106-1/4" 111" 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4' 111' 38-3/8. (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 83" (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 24" (2) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 84" 96" 108' 36" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72' 84" 96" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) 4 4= (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NNTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAO A17MAD CIVIL FLA. PE t) 70592 CAN. 3538 PRODUCT REVISED as complying with the Florida Duildwg Code Acceptance'No -O .0/ the iralion Datc 7 /g eU 1'1°i,Dy ado Product Control j L1 J m 0 to 0 O a U v 0 J, 0 0 3 d S 6 m V r , 0 1 drawing no. W09 -12 (sheet 2 of 7 IBY WOOD BUCK PIC NC OR SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION, & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" 0.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. IBY WOOD SUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI) <---- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) E-- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO C•N . •R MA 0 R 1— / " . IN E B 0 INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) EEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 C ) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 2-1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS PC = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PSI MIN. Engr: JAVAO THMAD CIVIL FLA. PE 70592 CAN. 3530 •° r TYPICAL ANCHORS SEE ELEV. FOR SPACING 13;7 Miami, • ado Product Control PRODUCT REVISED as complying with tho Florida Building Code Acceptance No AIt" ?xpirationDuto 0 gt g r 0g Li fth�Qa 2 s. as 2 F 0 V 0 8 m O 0 drowing no. W09 —12 sheet 3 of 7 ) 1/4" MAX. SHIM TYPICAL ANCHOR SEE ELEV T' FOR SPACIHG METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM bR W000 B WOOD STRUCTUR ® 4:111111411111115 --- SCREEN OPT. S STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY WINDOW WIOTN VENT WIDTH D.L. OPG. ----SCREEN OPT - 11 12 EXTERIOR MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING �18Y P WOOD BUCKS VENT WIDTH D.L. OPG. X —SCREEN OP 0.l. OPG. WINDOW WIDTH STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPT. WINDOW WIDTH 1/4" MAX. SHIMS R TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS Engr. JAVAD ANMAD CML RA. PE 70592 C.A.N. 3538 PRODUCT REVISED its complying with the Florida 3uildiogCoda 4-O30. I iq Acceptance No Expiration Date T1y Miami ade Product Control' drawing no. W09-12 TYPICAL ANCHORS SEE ELEV. FOR SPACING , ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAL AHMAD CtNL FLA PE / 70592 C,AN. 3538 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex iratio/n Date. B ! Miami ade Product Control fts4"u U W 0 a V 0 m v W It 2 i O .N < at u O ° 0 n • drawing no. W09 —12 (sheet 5 of 7 ® 0 FRAME HEAD FRAME SILL 0 VENT TOP/BOTTOM RAIL ® JAMB STILE O MEETING RAIL 3/16" 1" VA STEEL REINFORCING .519 .719 1.047 1 .803 .045 � r-.130 GLAZING BEADS .062 SILL TRACK .500 .187_1 2.750 • .062 2.812 .874 -1.687 O FIXED MTG. RAIL 2.812 .750 r .062 2.750 id.969 ^{ 11 1.6813 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1, FY201. 1 FRAME HEAD 6063-T6 - 2 " FY202 1 FRAME SILL 6063-T6 - • 3 FY203 I SILL TRACK INSERT 6063-16 - 4 FY205 AS REQD. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS REQD. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10A fY1 10 AS REQD. GLAZING BEAD (INSUL. I.A.M. GLASS) 6063-T6 - 11 - AS REQD. REINFORCING BAR STEEL - 12 - AS REQD. REINFORCING BAR STEEL - 13 fY204 AS RTEQD. ADD -ON SILL RISER 6063-T6 USE AS REQD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 A8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 A8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB 20 Q300T190 AS REQD. BULB SEAL 0-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65t5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65t5 23 FLB-50 AS REQD. CLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULUVAN & ASSOC. 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 FYI20 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 2/ LITE SETTING BLOCK EPOM DUROMETER 75t5 SHORE A Engr: JAVAO AHMAD CML. fIA. PE / 70592 C.A.N. 3536 ti PRODUCT REVISED as emptying with the Florida Ituilding Code c:ccepIanoc No f4 G3/ Lhpir1211on Date 13 Miami ade Product Cpg O,- Z a 001,52 etals 0 0 N_ 0 J ri. 0 U 0 ,a U U a 0 0 .0 0 O 0 n t> 0 C D1 1 a s drawing no. W09-12 ® MOV. FRAME JAMB O FIXED FRAME JAMB 26 FLUSH FRAME ADAPTER (sheet 6 of 7 VENT TOP/BOTTOM CORN R$ FRAME BOTTOM CORNER FIXED MTG, RAIL CORNER d Engr JAVAO AMMO CMI. FLA. PE / 70592 CAN. 3538 PRODUCT REVISED as complying with the Florida Building Code Acccptauee No j -0 Expitation Dote By Miami ado Product Contrpl' 1 (� z r- r cc gMtiogio us c a0i n g rc ti a L 0 c U ci 0 0 0 0 c drawing no. W09-12 sheet 7 of 7 ) MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miatni-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detennined by Miami -Dade County Product Control Section that this product or material fails to tneet 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 "Eco-Guard 300" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by AI-Farooq Corporation, signed and sealed by Javad Alunad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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 perfonnance 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# 13-0206.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MiAMI•DADE COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m humid ade.gov/economy NOA No. 14-0317.03 Expiration Date: June 17,2019 .Approval Date: April 10, 2014 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#13-0206.05) 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 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. I ETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed) 4 andido F. Font, P.E. (Submitted carder NOA#09-0413.08) Manuel P , .E. Product Control xa uer NOA No. It . 7.03 Expiration Date: June 17, 2019 Approval Date: April 10, 2014 -E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. 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 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted raider NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 01/27/12, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 17, 2014, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 13-0206.05, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window -- L.M.I., approved on 05/02/13 and expiring on 06/17/14. Manuel Persi E. Product Control E amu cr NOA No. 14- .03 Expiration Date: June 17, 2019 Approval Date: April 10, 2014 E-2 FLUSH FRAME ADAPTER 0 FRAME HEAD/SILL/JAMB O GLAZING BEAD Q3 ANCHOR COVER ECO-GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE 8Y SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MMAU—DARE COUNTY APPROVED MULLIONS IN ' BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. FALSE (SURFACE MUNTINS - O.L.OPG. APPUED) JPTIONAL O 1 1 1 m 0 rli 11 II 'I 11 ^^ ii ;; 1 il u ;11; I t I I ....__— N II II Oif I I ; 41F- P 8" MAX. — 12 MAX. CORNERS TYPICAL ELEVATION GLASS D.L.O. DIMS D.L.O. HEIGHT = WINDOW HEIGHT — 3.625" D.I.O. WIDTH a WINDOW WIDTH — 3.625'. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 8 'RODUGT 1* NEVIrit➢ as complying with the Rlotld' Bolding Code ,Acceptance No 4'. O Erplratton Date ,fry By_14f1- Mlaml /adoPlndactContwV PRODUCT RBVISBD a: complying with Iho Florida Bonding Code Acceptance No / Bx Italian Date Mimn adon. t .,tro 4. tism z IL(T 0 U a OO o Oaap 06420 8 c 0 8 1 A 0 drowing no. W09-20 sheet 1 of 5 ) 8 X 1-1/4" SMS AT 3-1/2 FROM ENDS AND 10 0.C. MAX. 3/18" ANN. GLASS 3/16" HEAT STREN'0. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 4ILI i ■ur h:17 %NV .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" ANN. GLASS 3/18" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 8 X 1-1/4" SMS AT 3-1/2 FROM ENDS MD 10" O.C. MAX. GLASS TYPE 'C' GLAZING OPTIONS WINDOW WIDTH r, WINDOW WIDTH- SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'D' L WINDOW WIDTH J 1 WINDOW WIDTH A ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (W) 24' 30' 36' 42' 48' 80" 68" 72" LENGTH (L) 36' ass Tree 'G7 EXT.(+) 75.0 1 NT.(-) 80.0 GLASS TYPE EXT.(+) 80.0 1NT.(-) 90,0 75.0 80.0 80.0 90.0 78.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 WINDOW DIMS. WIDTH (W) 26-1/2' 37" 53-1/8' 74" LENGTH (l) 26" GLASS TYPE 'C' EXT.(+) 75.0 IHT,(-) 80.0 GLASS TYPE EXT.(+) 80.0 TNT.(-) 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75,0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 38-3/8' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 78.0 80;0 80,0 90.0 75.0 80.0 80.0 90.0 24' 30' 38' 42" 48' 54" 60" 68' 72' 48' 75,0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2' 37' 53-1/8" 74" 50-5/8" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 71.3 78.0 80.0 90.0 71,3 73.1 80.0 90.0 75.0 80.0 80.0 90.0 78.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8' 63' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 67.9 72.5 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 26-1/2' 37" 53-1/8" 78" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 67.9 80.9 80.0 90.0 24" 30" 36' 42' 48' 54' 60" 66' 72" 60' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90,0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 60,2 84.2 80.0 90.0 24' 30' 36" 42" 48' 54" 80' 72' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 804 90.0 75.0 80.0 80.0 90.0 75.0 78.8 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 24" '30" 36" 42' 54" 24' 30" 36' 42' 48" 8a• 96" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 70.0 70,0 80.0 90.0 65.6 65.6 80.0 90.0 64.3) 75.0 C64.� 80.0 80.0 80.0 90.0 90.0 75.0 80.0 80.0 90.0 75.0 76.2 80.0 90.0 . 64.6 84.6 80.0 90.0 59.9 59.9 80.0 90.0 24" 30" 36' 42" 108" 75.0 80.0 80.0 90.0 75.0 80.0 00.0 90.0 74.5 74.5 80.0 90.0 61.5 81.5 80.0 90.0 24" 30' 36" 120' 75.0 80.0 80.0 90.0 75.0 80,0 80.0 90.0 74.5 74.5 80.0 90.0 L NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. RODUCT RFNRWETP e8mplying with the Flori& Bolding Code Acccplaace NoJ4 -C; 1/ (;; FtipIr uon Date e� %%,!!i irr�j��j i7 � 111izni' pade Po'odact Contra ' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). Engr:. JAYAD AHAUD CMt. FLA. PE 70592 C.A.N. 538 PRODUCT RGVISGD no complying with do Ploeida Building Code Acceptwwa No 1/ A Cxpiratlon Date Wr�,s......' Iiami pate Product Co 05 ,re"vi 0 , 8 8 c 0 5 b ra 0 .0 2 n 0 n 0 drawing no. W09-20 (sheet 2 of 5 ) <C Y Y Y Y Y Y Y Y Y Y `— IBY WOOD RUCK MIAMI-DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu.120 KSI, Fy=92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD R ICY =U K I O C+ C. 1-1/4" MIN. EMBED INTO CONC. OR MASON • Y L IN 0 CO C. OR MASONRY 1- I /4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRs) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY A 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE 3/4" MIN. CONCRETE f'c o 3000 PSI M1N. C-90 HOLLOW/FILLED BLOCK I'm 1500 PSI MIN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Ammer d3 e3etpiying with ihiOtorlito Melding Cab Acceptance No .G'✓!i. Expiration Da 17 '7T BY.�.I M i+m Dade Pibt�nd p Engr. JAVAO AHyAB CIVIL FIA PE L 70592 C.A.N. 38 'AN15 r PRODUCT RI3VISBD es complying with tiro Florida Ruildiug Code Aeroplane° No -0 R Oration Dale B ie Product Contro g 43 a F 2 c< m v drowing no. W09-20 sheet 3 of 5 ) ITEM f PART g REQD. DESCRIPTION MATERIAL MANF./SUPPLIBR/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6083—T6 — 2 FY302 AS REM. GLAZING BEAD— 7/18" GLASS l' C. 6063—T6 -- 3 FY303 AS READ. ANCHOR COVER 6083—T5 — 4 E203 AS REDO. GLAZING BEAD BULB NEOPRENE ULTRAFAB FIB-50 1 GIASS SPACER — 1/8' HIGH SILICONE FRANK LOWE 6 7 YID x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM O ML 4I—DAD£ COUNTY APPROVED 'MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH EXTERIOR D.L. OPG. WINDOW WIDTH RECT. OR SQUARE WINDOWS 1/4' MAX. SHIMS n TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS CIRCULAR WINDOWS CORNER DETAILS 1/4' MAX. SHIM 1/8' THK. ALUM STRAP WELDED JOINTS TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL. STRUCTURE En9r: JAVAD AHMAD CML AC.APE 55730592 5 15 20%i MITER CORNERS . UIUODUGT RENEWED as complying with the Florian. Redding Code AcceptenccNo S-,6 Expiration Date . 9 l;y G AUgmi lade Plodnef.Can PRODUCT RAVISBD as complying with the Florida Banding Code Acceptenao No U_# . 05 Iiralion Data 05 By Nam a me Product Col fro drawing no. W09-20 (sheet 4of 5 ALT. ALT. TYPICAL ANCI!ORS -' SEE ELEV. FOR SPACING 1 2 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING • METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA okumt TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER . ritODUCT RENEWS, as ;implying»Hh the Florid% Sutding Code Acceptance No / -0 I , 0E, 'ration Date M Di f Mi m Dade P,'odttti.Con PRODUCFRBVISBD as complying with tho Florida Building Code AccephmcoHo l -OZD .D ITN'ration Dato 1, Miam ate Product Cone 0 a v tl c O tl A 8 /P. o° a s 0 c m u drowing no. W09-20 sheet 5 of 5 ) MIAMI-DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/pera/ ECO Windows Systems, LLC 9114 N. W. 106`h Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to 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 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types G1 and G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E.. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/ 14/ 11 and 02-21-12 approved byPERA. ke 1-4 Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E-1 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. /16" MIN. TYP. 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'G1' z 2 e rn 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 V / / SETTING BLOCKS AT LAM. GLASS REOD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' .090" INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 1/8" HEAT STREN TI. GLASS SILICONE DOW CORNING 899 GLASS TYPE .G3' ST. STEEL METAL SPACER SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N.538 ;1=4s "41 w1161lt 1/�M�WW tt�iirr __ lovieetesend a s�� l A t, 12 ^"r U 0 U m v CU 0 '0 0 c 0 li sS drawing no. W12-08 (sheet 1 of 9 5" MAX. HEAD/SILL CORNERS 3. 3 A. FRAME WIDTH 12" MAX. HEAD SILL 11 11 II = --,7--- //I / / LEAF HEIGHT 86 7/8 — O 0 _ $ O _ — \ ` // \ \ \ 0 I I 0 %, // /, \ \ \I 0, \ is ACTIVE I SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED LEAF WIDTH LOCK OPTIONS SEE SHEET 7 DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT. (+) INT.(-) 39-3/4" 37" 98" 70.0 75.0 OI F 5" MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 12" MAX. HEAD/SILL CORNERS A O J 1 ( \ I;\ 1 HEAD SILL W _ ___U. / II / II II / /_- /� II I \ \ \ \ - _ N/ 3 i � 2 n 2 � _ g o — — / (\ / __-Y/ \ \ \ ___-__ /10 \ o" I I �� �I r \ LOCK OPTIONS SEE S EET j / / / / / / / !// - _ /� - " - INACTIVE '\I I/ ( LSEMIE APPLED LSE MUNTINS OR 26 1 I 15 16" / It 1 1 1 26 15/16" 1 'ECORATIVE GRILL a D.L. OPG, MAY BE USED D.L. OPG. 37" MAX. (XX) DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT. (+) INT.(-) 76" 37" 98" 70.0 75.0 GLASS D.L.O. DIMS D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 Irl approved se .MwO'iit MAIM MN NOdM 11--0t462.,03 Mimi limb MAW OMNI NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAO AHMAD CIVIL FLA. PE.'# 70592 C.A.N. 538 JUN 2 8 2012 drawing no. W12-08 DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF 000RS (SEE NOTE BELOW) SIDELITE SIDELITE WITHOUT WITH FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 38 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 86.1 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 70.0 75.0 36 84.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 98 57.8 57.8 70.0 75.0 36 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 REINFORCING AS REQD. SEE CHART SIDELITE WIDTH DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.LO. DIMS, D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 00) 148" 5" MAX. HEAD/SILL CORNERS 3" O TYP. 12" FRAME WIDTH CLUSTER OF (4) ANCHORS AT HEAD/SILL HEAD de SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 12" MAX. HEAD SILL w ===x==== / I I I / II II / I I�/ I // L 4, NACTIVE LOCK/OPTIONS SEE, SHEET 7 / ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4" D.L. OPG. SIDELITE FRAME WIDTH MAX. I 1 1 26 15/16" D.L. OPG. X co am 7 2 26 15/16" 76" MAX. D.L OPG. 37" LEAF' WIDTH SEE CHART AT LEFT DOUBLE 000R FRAME MOTH (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAD AHMAD CIVIL. FLA. PE # 70592 C.A.N. 3538 JUN am ea OP Das Ik4 1L Mad Daft 2 8 2012 w a U (305) 885-5902 0 c U d 00 8 0 c [dote: 02-13-12 0 drowing no. W12-08 sheet 3 of 9 N Y f Y 9/16" MIN. THROW BOLT PENETRATION w re EDGE DIST TYPICAL ANCHS SEE ELEVATIONS FOR SPACING O 0 O 0 00 0 0 xu GLAZING OPTIONS SEE SHEET 1 0 i 1/2" MIN. •THROW BOLT PENETRATION EDGE GIST. a " TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 w TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1 /2" MIN. PENETRATION INTO WOOD —� THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY — ' #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. EDGE DIST. METAL STRUCTURE • o s N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI-DADE COUNTY APPROVED I CUPPED MULLION SEE SEPARATE N.A TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING fasysilditate Doi ut i t'7-02- NQAA 17 n"+Z Midi Dade holed Coign! By tf,Le, t_c1 Engr: JAVAD AHMAD CIVIL FLA. PE • 70592 CAN; 3538 JUN DOOR DETAILS 2 8 2012 drawing no. W12-08 sheet 4 of g 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX.. SHIM .' TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE LEAF CONCEALED FLUSH BOLTS LEVERS AT STILE FACE EXTERIOR D.L.O. LEAF WIDTH SINGLE DOOR FRAME WIDTH 1/4" MAX. IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE INACTIVE LEAF D.L.O. LEAF WIDTH LOCK OPTIONS SEE SHEET 7 LOCK OPTIONS SEE SHEET 7 CONCEALED FLUSH BOLTS LEVERS AT STILE FACE EXTERIOR D.L.O. LEAF WIDTH ACTIVE LEAF 1/4" MAX. SHIM DOUBLE DOOR FRAME WIDTH 28Y WOOD BU K OR WOOD STRU TURE EE NOTE HEET 1 arams. „ago NvilzrOrra odarkPndid M DOOR DETAILS Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 JUN 282(12 TYPICAL ANCHORS SEE ELEV. FOR SPACING a. 0 v a 0 0 v N 8 0 date: 02-13-12 drawing no. W12-08 (sheet 5 of 9 EDGE pIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 X 2 s EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX, SHIM #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. UNIT FRAME WIDTH REINFORCING AS REOD. SEE SHEET 3 LEAF WIDTH DOOR FRAME WIDTH D.L.O. =wad 0.2Limigilig eft As ppMti MOM I - avast •e3 Mod SIDELITE DETAILS Engr: JAVA° AHM.AD CIVIL FLA. PE # 70592 C.A.N. 3538 FiN 28201' V N a. 1 V 0 oN en 4 0 0 N 4) a a v 0 0 0 c dole. 02-13-12 Y 1 drawing no. W12-08 (sheet 6 of 9 LOCKS; OPTION jl: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF' 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM OPTION p2; ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARRES 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-76 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063-76 - 4A E626 - SIDEUTE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDEUTE FRAME JAMB 6063-T6 - 6 E606 - SIDEUTE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-76 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-76 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-76 - 12 E612 - LEAF ALIGNMENT BRACKET 8063-T6 - 13 E613 - LEAF CLAMP 6063-76 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-76 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REQD. SIDEUTE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 F81202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SPAS AS REQD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SUS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 28 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLO1RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ UTE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 65t5 35 - 2/ UTE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 6505 HINGES; 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART IjIFD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. �IINIapMM SOW d1.Y 'L 20 11- - NIMM 12-0402.•nl's,, NMI Dude Psydled 1 1!y , t,avL�1r Enyr. JAVAD AHMAD CIVIL FLA PE # 70592 C.A.N. 3538 re" u COMP -ANL\W12-08ECO fn 0 y m 0 .Q u v a 0 0 0 • 0 0 drawing no. W12-08 sheet 7 of 9 .ltmt S ZJtZ r-1.750 I -�I d 1^ .519 d �j j� •394 d �{js .130 (, U I! • �078 4.000 I I 4.031 .078 - , ' 4.750 r•045 • AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 lTEL (305) 264-8100 FAX. (305) 262.6978 COMP-ANL\W17 825 L(_J =CD .803 .803 .050 .803 �� .045 0 DOOR FRAME L-2.062 -.•I HEAD/SILL 1.625 u � jI �I 14 GLAZING 5/16" 1.047 f•�- BEAD GLASS �jI �i C GLAZING 7/16" I 1.047 Li-- BEAD GLASS 1.172 L- 15 GLAZING BEAD INSUL. GLASS 1.507 1 C-) LEAF TOP/BOTTOM 1.507 bi RAIL 4.000 4.781 .078 1.625 3.719 .078 4.719 .078 1.750 1.507 , SERIES 600 ALUM OUTSWING ENTRANCE DOOR (L.MJ.))I ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 8.250 �{ 1.500 I� 7.531 .062 CID LEAF J W'STRIP •312 -L ADAPTER 0 MO J 4.000 LEAF HINGE STILE 0 SIDELITE 1.507 -�1 1.750 TOP & BOTTOM FRAME 5.344 4.000 1 094 �VL c. Z 2.081 1.750 1.507 �1.750 312 .442 !�K j4 078 d .329 R� 7a 9" BOTTOM RAIL 01.812 1.584 .078 0 LEAF LOCK STILE 4 -�IIj FRAME COVER 1.507 - LEAF ALIGNMENT BRACKET c s3, U tt N v i 1,750 261 J 5.344 - I I F=--.687 .375 .078 1.507 1.750 2.081 3.719 .078 41 1.574 I 0 13 LEAF .125 CLAMP 3.781 . .125 -I .050-,�- 4 1.197 b IIII .154 --� i t6 SNAP COVER �- I 4.000 t t LEAF ASTRAGAL STILE a HINGE BACK-UP PLATE 8 281 9.00o 1,250 -� 719 18 SIDELITE MULLION REINFORCING io o,'^ .. N v° • 1.500 1.500 .719 c° < r'625 4.000 .078 - - N n n o Y $ � e M g 0 3 u �, SE_______ J� 1.625 4.188 Engr: JAVAD CML FLA PE g L'.A.N. AHMAD 7 3538 4.000 .078 2.097 p Q I 1.507 f ka.000 .078 drawing no. 02JUNW12-08 2012 C3) DOOR FRAME JAMB C6) SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (6) SIDELITE SLIP ON JAMB (sheet 8 of 9 ) DOOR FRAME CORNER SIDELITE FRAME CORNER LEAF CORNER SIDELITE SLIP ON JAMB CORNER Engr. JAVAD ANMAD CML FlA PE /..70592 CAN. 3538 � • ► es oglp�iltft 7'` f3 W7f 11h my Z 0 of O0w - 0. gO � gag! o E 0 °a r- aW”s COMP —ANL\W12-08ECO) 0 a a a d 0 ry 8 < dote: 02-13-12 scale: 3/8" = 1- drawing no. W12-08 (sheet 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco—Guard 500" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, prepared by AI—Farooq Corporation, signed and sealed by Javad Alunad, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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 tennination and rernoval 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# 12-0223.27 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIDADE COUNTY APPROVED MIAi ll-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/eeonomv NOA No. 13-0206.07 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, 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, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3140, HETI-10 3141, HETI-10-3142, HETI-10 3143 and HETI-10-3144, dated 12/29-30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by AI-Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahtnad, P. E. (Submitted underNOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted ruiner previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO-Guard" Outswing Aluminum Casement Window - L.M.", approved on 05/03/12 and expiring on 05/19/16 Manuel PC, P. Product Control!Examiu r NOA No. 13 1 ! .17 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E-1 1/8" HEAT STREN'D. GLASS .090 INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREW°. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'A' 1/8" TEMP. GLASS GLAZING OPTIONS 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS .090 tNTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SIUCONE OOW CORNING 899 GLASS TYPE 'AA' ECO—GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS MAXIMUM DESIGN LOAD RATING e + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: JAVAO MINX. CHI. FLA PE j 70592 CAN. r3538 PRODUCT REVISED ns complying with the Merida Building Code Acceptance No 13x . irntion Date By 15 2013"` a& Product Conn 04 a ro 0 0 6 sg 2 0 R E 0 0 n i3 4 li drawing no. W11-05 sheet 1 of 6 ) 18Y WOOD BUCK TY• CAL H S SEE ELEV. FOR SPACING • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Fr 'MIAMI—DADE COUNTY APPROVED IMULUON & MULUON ANCHORS 1SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. v. 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu-120 KSI, Fy-92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INT• 0 C. OR M S•N 1-1 4"MI. 7 =E• ITOC•N. •RMAONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr: JAVAD ABM) CIVIL RA PE % 70592 CAN. 7538 152013 PRODUCT RBVISBD as complying with rho Florida Building Code Acceptance No iration Date By Miami de Product Control.) drawing no. W11-05 (sheet 2. of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAAMI—DADE COUNTY APPROVED MULUON SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING t/4" MAX. Enyr. JAVAD AMID CMI. FlA. PE if 70502 CAN. 3538 JAN 15 SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida B;.Hlding Code Acceptance No 13 U20 E. imtion Date By Miami ' ade Product Control'' t013 Y6 w 8 2 to 0 0 8 6 t? 1 h r d 0 ri g M 0 C U 0 drawing no. W11-05 (sheet 3 of 6) TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 MIAMI—DADE COUNTY APPROVED 1 I MULLION & MULUON ANCHORS t I SEE SEPARATE NOA I I 1 1 1 1 Ls" — — J TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAO AHMAO CML FLA. PE 70592 CAH. 538 N 15,201 PRODUCT REVLSED ns complying with the Florida Building Code AcccptanocNo -11J . .0 Expiration Date 2di6 By Miami I age Product •htrol ; U 0 ZJ o. r c7 41 O c 0 n 5 v a SO 1 'O ri 0 0 O m • i3 1 drawing no. W11-05 (sheet 4 of 6 FRAME HEAD/SILL/JAMB 2.354 1.330-- 2.094 .062 ra .372 .719 } 1 .896 --1.582 ---t VENT .590 2.813 15 FLUSH FRAME ADAPTER ® GLAZING BEAD (LAM. GLASS) O GLAZING BEAD (INSUL. LAM. GLASS) 1.750 1.750 .493 .493 14 CORNER KEY .245 78� 0 �I `-.120 —1I.720 F� SNUBBER - VENT .245 .780 (1 T `-.120 I+ 1.256—I 8 SNUBBER - FRAME ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 E501 .' 4 FRAME HEAD/SILL/JAMB 6063-T6 - 2 E502 4 VENT 6063-T6 - ' 3 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - 3A E505 AS REGD. GLAZING BEAD (INSUL. LAA1. GLASS) 6063-T6 - - 4 E508 AS READ. SNUBBER - VENT. FULL LENGTH 6063-T6 - 4A E509 AS REGD. SNUBBER - FRAME, FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6083-T5 - 7 #10 X 1-1/4" AS REQO. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 E203 AS RECO. BULB WEATHERSTRIPPING, OUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REGO. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH. INSTALLED WITH (2) #10 X 5/8" SDS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMA< TRUTH 12 - 6/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH 14 PSJ4O-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS READ. FLUSH FRAME ADAPTER 8063-T6 OPTIONAL 16 - 3 ANTI SAG SKATE NYLON MOM PLASTICS 17 #10 X 1-1/4" 2/ SKATE FH SOS SKATE SCREWS - - 18 /8 X 3/4" AS READ. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" 0.C. 19 - 2/ UTE SETTING BLOCK, 3/16" X 3/4" X 4" LONG NEOPRENE AT 6" FROM EACH END, DUROMETER 65 20 FL8-50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS; MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) {#10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) (#10 X 1" P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI —SAG SKATES; VINYL ANTI -SAG SKATES BY 'M&M PLASTICS' (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1-1/4" P FH SOS. Engr: JAVAD AHMJID CIVIL FLA'PE % 70592 CAN. 3538 15 2013 PRODUCT REVISED as complying with the Florida Building Code Acceptance No i Cspiralion Dale lrh- ( Product Ce ) 1- 0 0. 8 c 0 n 0 0 Q1 O 0 c t m 9 li V drowing no. W11-05 (sheet 5 of 6 VENT CORNER FRAME CORNER Engr: JAVAO AHMAD CIVIL FL& PE 1 70592 C.A.N. i38 A 15201 RODUCF REVISED .is complying with the Florida Building Code Acceptance No Expiration Date '.•r .�iWn- t tide Product Co iron ai6 J J ro cri 01 8 V) co In rn 0• oM 0 O � O LJ Worn M a N D N 00 d 0 ry 8 O m n N 9 2 tl 0 drawing no. W1 1-05 sheet 6 of 6 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Miami, FI. 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ECO—Guard Clipped" Aluminum Tube Mullion — L.M.I.. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion", .sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile bnpact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 consists of this page 1 and evidence pages E-1 and B -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. - M1AMI•DADE COUNTY APPROVED t0 • MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midnde.gov/economy NOA No. 14--0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 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 along with marked -up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08--2192A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08 2192B and HETI-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08--2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 5th Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by`Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2192A, HETI-08-2192B, HETI-08 2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. G. OTHERS 1. None. E-2 Jaime D. GasconiP. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON —IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITEO TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI—OADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED 1N STEP 1 ABOVE. 4.000 6.000 Jr Jr — III J. 111 —1 II, I -� 1 1 11 Ili 1r1I 1 1111 TYPICAL WINDOW FRAME TUBULAR SHAPES 2.000 ALLOY = 6063—T6 T — = TYPICAL ��—GLAZING PRODUCT =JL--- I 1'11.nJ tA II ti U 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Approved rs 0,))Mplying ntidr * Florida Nuildil Cn Date NUhI!� T'jpn+t,UrRld1'sr.E`ar•�minr' '. Enyr: JAVAD AHMAO CIVIL F'LA. PE % 70592 C.A.N, 3539 M 1Y° .. 3 2O 4 Loo, 4.000 Z rg 1 ProO q ,H4 all! z 3 2 g ALUMINUM TUBE MULLIONS c 0 yfil 0 0 U d v .o 0 0 0 c 1 drowing no. M14-01 (sheet 1 of 9 -^j 1.000 -.125 I 1 3.000 +.125 Ix = .9502 IN\4 Sx = .6335 IN\3 1 X 3 STD. MULLION 6063-T6 1.000 r _f.12s 4.000 •.125 Ix = 2.0374 IN\4 SX = 1.0187 IN\3 1 X 4 STD. MULLION 6063-T6 ►' .375 3.000 -1 1.000 .375 +.125 } Ix = 1.538 IN\4 Sx = 1.0254 IN\3 1 X 3 CUSTOM MULLION 6063-T6 .I 1.000 .375 4.000 .375 +.125 IX = 3.1878 IN\4 Sx = 1.5939 IN\3 1 X 4 CUSTOM MULLION 6063-T6 4.000 2.000 --{_U. 25 +.125 Ix = 2.9762 IN\4 Sx - 1.4881 IN\3 2 X 4 STD. MULLION 6063-T8 .125 2.000 L I 1/2" MIN. ANGLE CLIP 6063-T6 .718r .125 TYP. 2.125 NOTCH OPTIONAL 5.500 MULLION CLIP 6063-T6 .125 TYP. J 1. NOTCH OPTIONAL 5.500 1/2" MIN. MIN. MULLION CLIP 6063-T6 t 4 2.125 I..--2.000 -y `.125 6.000 a.125 Ix = 8.2757 IN\4 SX = 2.7586 IN\3 2 X 6 STD. MULLION 6063-T6 r--2.000 --I 6.000 r.250 Ix = 15.2031 IN\4 SX = 5.0677 IN\3 2 X 6 HEAVY MULLION 6063-T6 --.250 A43pntm4 ns cotnplying with Utc rhitidn ollilrtu Delc T10Ai1 IN1 ut {'t ontnl Engr. JAVAO AMA() CML FLA. PE ! 70592 C.A.N. 3538 N +1AY' 7` ?014 0 0 J ALUMINUM TUBE MULLIONS N 0 drawing no. M14-01 sheet 2 of 9 . .DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 11111301 1 X3 1X4 2X4 2 X 8 2X8 WINDOW DIMS. 1 X 3 1 X4 1X3 1 X4 2X4 2X6 2 X 6 WINDOW DIMS. 1 X3 STD. 1 X4 STD. 1 X3 CUSTOM 1 X4 CUSTOM 2X4 STD. 2X8 STD. 2 X 6 HEAVY WIDTH (W) MULL SPAN STD. P. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN 19-1/8" 120.0 120.0 120.0 120.0 120.0 126.0 120.9 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8° 26-1/2" 30" 37" 42" 48" 54" 60" 66' 72" 120" - - - 59.3 55.3 120.0 120.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 53.8 115.4 87.1 120.0 120.0 120.0 120.0 - - - 42.8 39.9 111.0 120.0 - - - 37.8 35.3 98.1 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 47.5 101.9 76.9 120.0 120.0 120.0 120.0 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 38.5 82.6 62.4 120.0 120.0 120.0 120.0 - - - 30.6 28.6 79.5 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 33.9 72.8 55.0 113.9 106.4 120.0 120.0 - - - 27.0 25.2 70.1 120.0 48" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 - - - 23.6 22.0 61.3 112.6 - - - 21.0 - 54.5 100.1 54" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 26.4 56.6 42.7 88.6 82.7 120.0 120.0 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60" 23.8 51.0 38.5 79.7 74.4 120.0 120.0 - - - - - 49.0 90.1 - - - - - 44.6 81.9 66' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 72.5 67.7 120.0 120.0 72' 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.5 32.1 66.5 62.0 120.0 120.0 - - - - - 40.9 75.1 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 132" - - - 44.5 41.6 115.6 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 116.4 120.0 120.0 - - - 32.1 30.0 83.4 120.0 - - - 28.4 26.5 73.7 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 26.6 57.1 43.1 89.3 07.D 120.0 120.0 - - - 23.0 21.5 59.8 109.8 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 23.4 50.3 38.0 78.7 73.5 120.0 120.0 - - - 20.3 - 52.6 96.7 48' 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 84" 20.5 44.0 33.2 68.8 64.3 120.0 120.0 - - - - - 46.1 84.6 - - - - - 40.9 75.2 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54' - 39.1 29.5 61.2 57.1 120.0 120.0 60' 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60' - 35.2 26.6 55.1 51.4 112.6 120.0 - - - - - 36.8 67.7 66' 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32.0 24.2 50.1 . 46.7 102.4 120.0 - - - - - 33.5 61.5 72' 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 42.8 93.8 120.0 - - - - - 30.7 56.4 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8" 26-1/2" 30" 37' 42" 48" 54" 60" 66" 72" 144" - - - 34.3 32.0 89.0 120.0 - - - 24.8 23.1 64.3 118.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 24.9 53.4 40.3 83.5 78.0 120.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 22.0 47.2 35.6 73.8 68.9 120.0 120.0 - - - 21.9 20.4 56.8 104.3 37' 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37' - 38.2 28.9 59.8 55.9 120.0 120.0 - - - - - 46.0 84.5 42' 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 25.4 52.7 49.2 120.0 120.0 - - - - - 40.5 74.5 48' 0-5/8 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 96" - 29.5 22.3 46.1 43.1 107.8 120.0 - - - - - 35.5 65.2 54' 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 - - - - - 31.5 57.9 60" 71.1 11 5 115.2 120.0 120.0 120.0 120.0 60' - 23.6 - 36.9 34.4 86.2 120.0 - - - - - 28.4 52.1 - - - - - 25.8 47.4 66" 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 72' 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 - - - - - 23.7 43.4 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 81.3 75.9 120.0 120.0 26-1/2" 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" - - - 58.7 54.8 120.0 120.0 30' 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - 51.8 48.4 120.0 120.0 ARCHES TO BE INSCRIBED HORIZONTAL MULUON INSIDE RECTANGULAR SHAPE 37' 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37" - - - 42.0 39.2 109.1 120.0 42' 55.6 105.8 90.0 120.0 120.0 120.0 120.0 42' - - - 37.0 34.6 96.1 120.0 GLAZ NC 48' 63" 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48" 108" - - - 32.4 30.2 84.1 120.0/7�/PRODUCT VERTICAL 54" 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54" - - - 28.8 26.9 74.7 120.0 MULLION 60" 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60' - - - 25.9 24.2 67.3 120.0 z 68" 35.4 67.2 57.3 105.1 98.2 120.0 120.0 66" - - - 23.6 22.0 61.2 112.3 GLAZING PRODUCT GLAZING PRODUCT ay 72' 32.4 61.6 52.5 96.4 90.0 120.0 120.0 72' - - - 21.6 20.2 56.1 103.0 s 3 ALL LOADS ARE EXT.(+)/INT.(-). GLAZING PRODUCT GLAZING PRODUCT NOTE; W1 W2 MULLION SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS TYPICAL MULLION ARRANGEMENTS 1U� W� Approvcd nsCiQn; l�i> [;' 161-11LC 2 WI + W2 Florida [1 !)ate 4 �� f nloa+t _ 11111,44• Engr: JAVAD :MAD CML FLA PE d 70592 C.A.N. 3538 'TM, 2 3 71414 ALUMINUM TUBE MULLIONS 0 a 0 0 0 0 c 8 2 8 drawing no. M 14-01 (sheet 3 of 9 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60' 66" 72" 38-3/8" A2 120.0 A4 A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 A8 B2 B4a B4b WIDTH (w) MULL SPAN A2 A4 A6 B2 B4a, B4b' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 101.4 120.0 120.0 120.0 120.0 120.0 89.3 120.0 120.0 120.0 120.0 120.0 78.2 112.6 120.0 108.4 120.0 120.0 69.5 100.1 120.0 97.6 120.0 120.0 62.5 90.1 120.0 88.7 120.0 120.0 56.9 81.9 113.7 81.3 120.0 120.0 52.1 75.0 104.2 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60' 66" 72" 74-1/4" 120.0 120.0 120.0 101.4 120.0 120.0 114.2 120.0 120.0 73.2 105.4 120.0 100.8 120.0 120.0 64.6 93.1 120.0 81.8 120.0 120.0 52.4 75.5 104.8 72.0 120.0 120.0 46.2 66.5 92.4 63.0 109.9 120.0 40.4 58.2 80.8 56.0 97.7 120.0 35.9 51.7 71.8 50.4 87.9 120.0 32.3 46.5 64.6 45.8 79.9 119.9 29.4 42.3 58.8 42.0 73.3 109.9 26.9 38.8 53.9 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120" 97.9 120.0 120.0 62.7 90.4 120.0 70.6 120.0 120.0 45.3 85.2 90.6 -' 62.4 108.8 120.0 40.0 57.6 80.0 50.6 88.2 120.0 32.4 46.7 64.9 44.6 77.7 116.6 28.6 41.1 57.1 39.0 68.0 102.0 25.0 36.0 50.0 34.7 60.4 90.7 22.2 32.0 44.4 31.2 54.4 81.6 20.0 28.8 40.0 28.4 49.5 74.2 26.2 36.4 26.0 45.3 68.0 24.0 33.3 19-1/8" 26-1/2" 30" 37" 42" 48" 54' 60" 66' 72" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.3 120.0 120.0 120.0 120.0 120.0 92.7 120.0 120.0 120.0 120.0 120.0 81.6 117.6 120.0 111.4 120.0 120.0 71.4 102.9 120.0 99.0 120.0 120.0 63.5 91.4 120.0 89.1 120.0 120.0 57.1 82.3 114.3 81.0 120.0 120.0 51.9 74.8 103.9 74.3 120.0 120.0 47.6 68.6 95.2 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 84' 120.0 120,0 120.0 89.6 120.0 120.0 100.9 120.0 120.0 64.7 93.2 120.0 89.1 120.0 120.0 57.1 82.3 114.3 2.3 63.7 120.0 111.0 120.0 120.0 46.3 40.8 86.7 58.8 92.7 81.6 55.7 97.1 120.0 35.7 51.4 71.4 49.5 86.3 120.0 31.7 45.7 63.5 44.6 77.7 116.6 28.6 41.1 57.1 40.5 70.6 106.0 26.0 37.4 51.9 37.1 64.8 97.1 23.8 34.3 47.6 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 132" 89.0 120.0 120.0 57.0 82.1 114.1 64.2 112.0 120.0 41.2 59.3 82.3 56.7 98.9 120.0 36.4 52.4 72.7 46.0 80.2 120.0 29.5 42.5 59.0 40.5 70.6 106.0 26.0 37.4 51.9 35.5 61.8 92.7 22.7 32.7 45.5 31.5 54.9 82.4 20.2 29.1 40.4 28.4 49.5 74.2 26.2 36.4 25.8 45.0 67.4 23.8 33.1 23.6 41.2 61.8 21.8 30.3 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 107.3 120.0 120.0 120.0 120.0 120.0 94.8 120.0 120.0 119.9 120.0 120.0 76.9 110.7 120.0 105.7 120.0 120.0 67.7 97.5 120.0 92.4 120.0 120.0 59.3 85.3 118.5 (82.) 74.0 120.0 120.0 120.0 120.0 52.7 47.4 75.9 68.3 105.3 94.8 67.2 117.2 120.0 43.1 62.1 86.2 61.6 107.5 120.0 39.5 56.9 79.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 96" 120.0 120.0 120.0 78.4 112.9 120.0 88.3 120.0 120.0 56.6 81.5 113.2 78.0 120.0 120.0 50.0 72.0 100.0 63.2 110.3 120.0 40.5 58.4 81.1 55.7 97.1 120.0 35.7 51.4 71.4 48.8 85.0 120.0 31.3 45.0 62.5 43.3 75.6 113.3 27.8 40.0 55.6 39.0 68.0 102.0 25.0 36.0 50.0 35.5 61.8 92.7 22.7 32.7 45.5 32.5 56.7 85.0 20.8 30.0 41.7 19-1/8" 26-1/2" 37" 42" 54" 60" 66" 72" 81.6 120.0 120.0 52.3 75.3 104.6 58.9 102.6 120.0 37.7 54.3 75.5 52.0 90.7 120.0 33.3 48.0 66.7 42.2 73.5 110.3 27.0 38.9 54.1 37.1 64.8 97.1 23.8 34.3 47.6 32.5 56.7 85.0 20.8 30.0 41.7 28.9 50.4 75.6 26.7 37.0 26.0 45.3 68.0 24.0 33.3 23.6 41.2 61.8 21.8 30.3 21.7 37.8 56.7 20.0 27.8 19-1/8" 26-1/2" 30" 42" 48" 54" 60" 72" 120.0 120.0 120.0 119.5 120.0 120.0 120.0 120.0 120.0 86.3 120.0 120.0 118.9 120.0 120.0 76.2 109.7 120.0 96.4 120.0 120.0 61.8 89.0 120.0 84.9 120.0 120.0 54.4 78.4 108.8 74.3 120.0 120.0 47.6 68.6 95.2 66.0 115.1 120.0 42.3 61.0 84.7 59.4 103.6 120.0 38.1 54.9 76.2 54.0 94.2 120.0 34.6 49.9 69.3 49.5 86.3 120.0 31.7 45.7 63.5 19-1/8" 30" 37" 42" 48" 60" 66" 72" 108.8 120.0 120.0 69.7 100.4 120.0 78.5 120.0 120.0 50.3 72.5 100.6 69.3 120.0 120.0 44.4 64.0 88.9 56.2 98.0 120.0 36.0 51.9 72.1 49.5 86.3 120.0 31.7 45.7 63.5 43.3 75.6 113.3 27.8 40.0 55.6 38.5 67.2 100.7 24.7 35.6 49.4 34.7 60.4 90.7 22.2 32.0 44.4 31.5 54.9 82.4 20.2 29.1 40.4 28.9 50.4 75.6 26.7 37.0 ALL LOADS ARE EXT.(+)/INT.(-). ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Approved as ootriplyina with lite Florida Ouildi TYPICAL GLAZING PRODUCT VERTICAL MULLION GLAZING PROOUCT WI TYPICAL ANCHORS W2 TYPICAL ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULUON e,,,-:---- AOC; U.CT T......\\>. i GLAZING PRODUCT ETAIL it GLAZING PRODUCT TYPICAL ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENTS 2 CAN. 3538 (41 RI a IL z- 4 DI ALUMINUM TUBE MULLIONS co drawing no. sheet 4 of 9 TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE R TT A S : U zst #14 SMS 1-3/4' 0.C. MIN. 4 PER CLIP � CONCRETE OR M MAI ST:UC UiE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE ANCHOS 4 PER CUP (2 ON EACH WING) TYPICALPER ANGLE TYPICAL ANCHORS \\ \\ \ \ OR S U 5 #14 SMS 1-3/4' 0.C. MIN. 4 PER CUP ANCHORS TYPE `A4' M AL STUC iJi E FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Approved as complying with the Florida Buildi Co( pate 2 a a NOA al Pi TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) CONCRETE 1-3/4' 2-1/2" 1/4" DIA. SELF DRIWNG SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE = f'c = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engr: JAYAD AHMAD CIVIL FLA. PE 70592 CAN.` 538 MAY 2, 3 2014 gi 0 -J z 0 ALUMINUM TUBE MULLIONS FAX (305) 885-5902 in 0 0 N 5 description 0 0 0 G 1 1 drawing no. M14-01 (sheet 5 of 9 ) #14 SUS 1-3/4" O.C. MIN. 6 PER CUP ANCHORS TYPE 'A6' TYPICAL ANCHORS 3 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 3 PER ANGLE OONCREY\\ STTU'E 2 X 2 X 1/8" ALUM ANGLE AppfitwJ AS oatuptyiagwiblife 1'londn Bulld to Date, NOM/ M' ' ad Pm .at1K� TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILUNG SCREWS (GRADE 5 CRS) MuAL 1/8" 3/4" CONCRETE = f'c = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. All CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYIATE LACQUER. Engr: JAVAD AHMAD CML FLA. PE 1 70592 CAN. 536 }\ PLAY'. 2 1014 ALUMINUM TUBE MULLIONS c c 0 5 4) u c 'O O c 9 1 0 drawing no. M 14-01 sheet 6 of 9 TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE \ \` t:tuR 1 1 1- I FILLED BLOCK OR W•.D ST C I I I I FLOATING CLIP I I SNUG F1T INSIDE MULL /14 SMS I 1 /14 SMS 1-3/4" 0.C. MIN. I I 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE ANCHORS TYPE 'B2' 2 X 2 X 1/8" ALUM ANGLE TYP. TYPICAL ANCHORS TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE LP �•. S 'U '(UR a /14 SMS 1-3/4° 0.C. MIN. 4 PER CLIP ANCHORS TYPE 'B4a' \ � E1lLE0 BLOCK\ OR W..rO ST'UC FLOATING CLIP SNUG FIT INSIDE MULL /14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Approved as complying Mt the Florida UuilAi g b2¢ . , Dace , /� MOAII_- — 9• 1 v TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2" 1" WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/RILED BLOCK t'm = 2000 PSI MIN. IBY OR 2BY WOOD BUCKS NOT 8Y ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. Engr. JAYAD AHMAD CML FLA. PE 1 70592 C.A.M. 538 MAY..2 3 20' 4 MUWON\M14-01E Z O J J 3 i N 0 .03 drowing no. M14-01 (sheet 7 of 9 TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) #14 SMS 1-3/4" O.C. MIN. 6 PER CLIP ANCHORS TYPE 1B4b' TYPICAL ANCHORS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 3 PER ANGLE OR W0/ ST 2 X 2 X 1/8" ALUM ANGLE Apprat'ed as eom 4118 ttkli110te Florida Ihil{d' Date NOAN Mi 13y — _ 6 TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy=155 KS') MASONRY 1-3/4" 2-1/2" WOOD 1-1/2" 1" WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK f m = 2000 PSI MIN. IBY OR 28Y WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. Engr: JAVAD M1IAD CML FLA. PE 1 70592 C.A.N. 538 MM(2. 3 204 z (3 o -J m J LOI a I W 8 LeKJ I-tb to n IT;m m 0 or) .71 o-- c2 zi o�2- W rnm P c 0 n 0 N .5 0 a v ti u ii drawing no. M 14-01 (sheet 8 of 9 #14 SMS SEE CHART FOR QUANTITIES #14 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION .0+ jl TUBE MULLION -- TUBE MULLION #14 FH SMS 1-1/2" O.C. MIN. SEE CHART FOR QUANTITIES #14 FH SMS 2 PER CUP 1' O.C. MIN. 1-3/4" X 2' X 1/8' (FOR 28Y TUBE) 3/4" X 2" X 1/8' FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHOR$ DETAIL 11 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2' ANCHOR CHART NO. OF SCREWS TYPE A2 2 TYPE A4 3 TYPE A6 4 Engn JAYAD AHMUD CMS RA. PE 1 70592 CAN.638 MAY ` `:1 %Q14( os 4-u MUWON\M14-01E Ul c 0 y 4) 0 co N W 0 Q1 c 0 O c 0 O CO drawing no. M14-01 (sheet 9 of 9 SkyRock: Engineering, Inc www.skyrockeng.com STRUCTURAL CALCULATIONS FOR INTERIOR AND EXTERIOR REMODELING AT 1017 NE 95TH STREET, MIAMI SHORES, FLORIDA PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 ••. • • • •• •••• •• • • •• • .••• • • • •••• • • • • •••• •• • • • • • • • • •••• • • •• •••• • • • • ••• •• •••• • • • • • • ,. • ..•••• • • •- • • ...• • • • • • .• • •r • • Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date Company Name Address City State File Location: Project No. Designed By Description . Customer Name : C:\WORK\MY PROJECTS\2015\(15013) 1017 NEr95 t\cCALC\WIND.wnd : 4/17/2015 • • • • Directional Procedure All pressures shown are Basic Wind Speed(V) _ Structural Category = Natural Frequency = Importance Factor Damping Ratio (beta) Alpha At = Am = Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= 2 Bldg Length Along Simplified Diaphragrm based upon ASD Design, 175.00 mph II N/A 1.00 0.01 9.50 0.11 0.15 0.20 0.20 0.25 : 22.00 22.00 .00 Ridge = 87.50 Gust Factor Category I Rigid Gustl: For Rigid Structures Building (Ch 27 Part 2) with a Load Factor of .6 Exposure Category Flexible Structure = Kd Directional Factor = Zg Bt Bm 1 Zmin C No 1.00 - 90.0.iQ0 ft • - • 0 • • • •= 0.65 .. •= 50V00 ft • = 'Yr00 ft 12 Slope of Roof (Theta•)••••_ " 1 •19 Deg: ft Type of Roof .••••.= Monostope ft Eht: Eave Height •••• = 22.d0 ft • • ft Roof Area • •= 1.5 '. c ft^ .• . .. •. ft Bldg Width Across 3 i.'c3c/4= 68.•50 ft • • ... • . . Structures - Simplified Method • • • (Nat. Freq.>1 Hz) use 0.85 ••� 00.85.• 3.3 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q:(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 .. • = 15.00 ft = 0.23 = 427.06 ft = 0.90 - 0.87 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0 33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 68.5 ft wall L/B ph: Net Pressure at top of wall (windward + leeward) p0: Net Pressure at bottom of wall (windward + leeward) - 7.26 ▪ 1.00 - 175.00 mph ps: Side wall pressure acting uniformly outward = .57 * ph = pl: Leeward wall pressure acting uniformly outward = .35 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl = 1.28 38.75 psf 37.63 psf 22.00 psf 13.54 psf 25.21 psf 24.09 psf . . � . . . • . MWFRS-Wall Pressures for Wind Normal to 87.5 ft wall L/B = 0.78 ph: Net Pressure at top of wall (windward + leeward) = 40.23 psf p0: Net Pressure at bottom of wall (windward + leeward) = 39.04 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 21.73 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 15.29 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.95 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.75 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures tjSee Table 27.6-2 Ph Wall Pressures See Table 27.6.1--> i Po Elevation h Mean roof ht. A r Wind 14-4 Plan .•. . • • • • • • . . • ..• . .... . • • • • • • • • •• •• • . • • • ..•• . .. .. 1 . . •• ..•. • . • • . . • • • • • • • . . •. • • • • • • • • . .. • Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone Load easel Load Case2 psf psf 1 .00 .00 2 .00 .00 3 -39.01 .00 4 -34.77 .00 5 -28.52 .00 Note: A value of '0' indicates that the zone/load case is not applicable. Monoslope Roof ... • •••• C.,) • • • • ..• •••• • • • •••• • • •••• .. • • • • ••••• • .. •••• • • • • ....•••• • • • . • • • • • ..• . • ••• • • • • • • MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date : 4/17/2015 Project No. Company Name : Designed By Address Description City •Customer Name : State •Proj Location : File Location: C:\WORK\MY PROJECTS\2015\(15013) 1017 NE 95 St\CALL\WIND.wnd 7//..NN Roof not shown 4 «galls ea) 000 *00 • .... • 00 • Gable Roble'- t "" • . • . .' • • •. . . • .. ....•. Wind Pressure on Components and Cladding (Ch 30 Part'14' All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 6.85 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf 10SF 2.00 5.00 10.0 1 0.30 -1.00 20.78 -51.08 10SF 2.00 5.00 10.0 2 0.30 -1.80 20.78 -85.70 10SF 2.00 5.00 10.0 3 0.30 -2.80 20.78 -128.99 25SF 5.00 5.00 25.0 1 0.26 -0.96 19.05 -49.35 25SF 5.00 5.00 25.0 2 0.26 -1.52 19.05 -73.65 25SF 5.00 5.00 25.0 3 0.26 -2.12 19.05 -99.71 50SF 5.00 10.00 50.0 1 0.23 -0.93 17.75 -48.05 50SF 5.00 10.00 50.0 2 0.23 -1.31 17.75 -64.53 50SF 5.00 10.00 50.0 3 0.23 -1.61 17.75 -77.56 50SF 5.00 10.00 50.0 1 0.23 -0.93 17.75 -48.05 50SF 5.00 10.00 50.0 1 0.23 -0.93 17.75 -48.05 100SF 10.00 10.00 100.0 1 0.20 -0.90 16.45 -46.75 100SF 10.00 10.00 100.0 2 0.20 -1.10 16.45 -55.40 100SF 10.00 10.00 100.0 3 0.20 -1.10 16.45 -55.40 100SF 10.00 10.00 100.0 1 0.20 -0.90 16.45 -46.75 100SF 10.00 10.00 100.0 1 0.20 -0.90 16.45 -46.75 WINDOW 3.00 3.00 9.0 4 0.90 -0.99 46.75 -50.64 WINDOW 3.00 3.00 9.0 5 0.90 -1.26 46.75 -62.33 DOOR 6.67 3.00 20.0 4 0.85 -0.94 44.67 -48.57 DOOR 6.67 3.00 20.0 5 0.85 -1.16 44.67 -58.18 WALL 2.00 11.50 44.1 4 0.80 -0.89 42.31 -46.21 WALL 2.00 11.50 44.1 5 0.80 -1.06 42.31 -53.46 SkyRockEngineering Inc - CA No. 29652 EMAIL: aimee@skyrockeng.com Phone: 786 285 7157 www.skyrockeng.com Fax: 305.258 3345 JOB:GaT7 �l5�eQ.1i, .�Qr�g SHEET No • 5 OF zP CALCULATED BY: ilk. DATE: % ! ri, 4-5 2-'0,�_ //2_? 2 tfin 7 ejt (15 (I° I.F ff'af • • .. • .. . .... •. •. .... • r 3 3('o .. .... . . .... .... ••• • • • • • • • • • • • ...- ...• ... • • • .. • Reinforced Wall Properties for Load Combinations Including Section 222.2 Wind or Seismic (includes 1/3 increase in allowable stresses) l�J Wall Width 8 in fm = 1500 psi Partially Grouted Masonry Bar size# 5 Reinforcement Properties Bar area = 031 in2 Es = 29,000,000 psi fy = 60,000 psi Allowable Stresses including Fv = 39 psi = Fs = 24,000 psi = Concrete Masonry Properties tf8 = 1.25 in tw= tin E. = 2,080,000 psi Resisting Moment and Shear for Bars Positioned on the Tension Side For Effective Depth, d : 4.75 in Bar Spacing (in) 16 24 32 40 48 56 64 72 in2/ft) 0.230 0.153 0.115 0.092 0.077 0.077 0.077 0.077 P 0.0040 0.0027 0.0020 0.0016 0.0013 0.0013 0.0013 0.0013 k 0.284 0.239 0211 0.191 0.176 0.176 0.176 0.176 J 0.906 0.920 0.930 0.936 0.941 0.941 0.941 0.941 ( MM in—Ib/ft ) 23,172 19,850 17,685 16,130 14,940 12,806 11,205 9,960 ( 1/3 stress increase: 52 psi 667 psi 32,000 psi 4 3/4" 7 5/8" • ••j• • • • •• • • . • •• • •••• MS ••••�1/jR ••:.VR • in—lb/ft) • • ¶iwlb/ft) Ib/ft 31,677, •••23,172•. 101 49 "' 19 850' 'Z 7 21,459 09 16,259'': • 18,259 • ••�T'a37 13,100�••:D,100 ••. ,756 10,975: • 1),975 • 2,771 9,407, 8,231' 7,317 •9,407;•••2,575 .. • 8,231 ..2,078 gq. 7,317 .• '1, 7 - Resisting Moment and Shear for Bars Positioned at the Center of the Wall For Effective Depth, d : 3.81 in Bar Spacing (in) 16 24 .32 40 48 56 64 72 ( At in2/ft ) 0.230 0.153 0.115 0.092 0.077 0.077 P 0.0050 0.0034 0.0025 0.0020 0.0017 0.0017 k 0.311 0263 0.232 0.210 0.194 0.194 J 0.896 0.912 0.923 0.930 0.935 0.935 ( MM in—lb/ft ) 16,202 13,930 12,448 11,378 10,555 0.077 0.077 0.0017 0.0017 0.194 0.194 0.935 0.935 9,047 7,916 7,037 ( 3 13/161 7 5/8" MS MR in—lb/ft) (in—lb/ft 25,163 17,077 12,950 10,441 8,752. 7,502 6,564 5,835 16,202 ' 0 12;448� 8,752 7,502 6,564 5,835 VR. (Ib/ft) 2,118 2,156 2,180 2,197 2,210 1,894 1,657 1,473 Note: When calculating shear or diagonal tension stresses, shear walls which resist seismic forces shall be designed to resist 1.5 times the seismic shear forces obtained from an analysis of the building. •' • • • • • • • • • • 281 • • ... . . . .. • • .• . . . . .: . . • . 1017 NE 95th St Miami Shores, FL Residential System Sizing Calculation Summary Project Title: Heat Load Calcs for 1017 NE 95th St 4/15/2015 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(58gr.) Winter design temperature(MJ8 99%) 50 F Winter setpoint 70 F Winter temperature difference 20 F Summer design temperature(MJ8 99%) 90 Summer setpoint 75 Summer temperature difference 15 F F F Total heating load calculation 27841 Btuh Total cooling load calculation 57731 Btuh submitted heating capacity % of calc Total (Electric Heat Pump) 136.5 Heat Pump + Auxiliary(0.0kW) 136.5 Btuh 38000 38000 Submitted cooling capacity % of calc Sensible (SHR = 0.75) 106.3 Latent 147.9 Total (Electric Heat Pump) 114.3 Btuh 49500 16500 66000 Winter Heating Load Load component Window total Wall total Door total Ceiling total Floor total Infiltration Duct loss Subtotal Ventilation TOTAL HEAT LOSS (for 1960 sgft) 626 sgft 2074 sqft 0 sqft 1960 sqft See detail report 200 cfm 0 cfm WINTER CALCULATIONS Load 6881 7278 0 5341 1127 4395 2820 27841 0 27841 Btu h Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Summer Cooling Load (for 1960 sqft) Load component Window total Wall total Door total Ceiling total Floor total Infiltration Internal gain Duct gain Sens. Ventilation Blower Load Total sensible gain Latent gain(ducts) Latent gain(infiltration) Latent gain(ventilation) Latent gain(internal/occupants/other) Total latent gain TOTAL HEAT GAIN SUMMER CALCULATIONS 626 sqft 2074 sqft 0 sqft 1960 sqft 150 cfm 0 cfm Load 18075 5458 0 11750 851 2472 4680 3289 0 0 46575 1297 5909 0 3950 11156 57731 Btu h Btuh Btuh Btuh Btuh Btuh Btuh Btu h Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh 8th Edition Latent internel(7%) . . .... • • • . . .. • DATE: 0 tf 1ldp 5 EnergyGauge® / USRFZB v3.1 1017 NE 95th St Miami Shores, FL Reference City: Miami, FL System Sizin Calculations um er Residential Load - Room by Room Component Details Project Title: Heat Load Calcs for 1017 NE 95th St 4/15/2015 Temperature Difference: 15.0F(MJ8 99%) Humidity difference: 58gr. Co ponent Loads for Room #1: lst Floor, . Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 NFRC 0.60, 0.55 No No N 3.0ft 1.7ft 124.3 0.0 124.3 21 21 2642 Btuh 2 1 NFRC 0.60, 0.55 No No N 3.0ft 1.7ft 34.7 0.0 34.7 21 21 737 Btuh 3 1 NFRC 0.60, 0.55 No No NW 3.0ft 1.7ft 17.8 0.0 17.8 21 50 883 Btuh 4 1 NFRC 0.60, 0.55 No No SE 3.0ft 1.7ft 12.0 12.0 0.0 21 50 255 Btuh 5 1 NFRC 0.60, 0.55 No No E 3.0ft 1.7ft 54.0 7.4 46.6 21 67 3268 Btuh 6 1 NFRC 0.60, 0.55 No No SE 3.0ft 10.7f 36.0 0.0 36.0 21 50 1797 Btuh 7 1 NFRC 0.60, 0.55 No No S 3.0ft 1.7ft 12.0 12.0 0.0 21 23 255 Btuh 8 1 NFRC 0.60, 0.55 No No S 3.0ft 1.7ft 140.0 140.0 0.0 21 23 2976 Btuh 9 1 NFRC 0.60, 0.55 No No S 3.0ft 1.7ft 35.0 35.0 0.0 21 23 744 Btuh 10 1 NFRC 0.60, 0.55 No No S 3.0ft 1.7ft 24.5 24.5 0.0 21 23 521 Btuh 11 1 NFRC 0.60, 0.55 No No SW 3.0ft 10.7f 36.0 0.0 36.0 21 50 1797 Btuh Window Total 526 (sqft) 15875 Btuh y CO ,- N C77 IO<O I - CO C)C' Type U-Value R-Value Area(sqft) HTM Load • • ••• Cav/Sheath • • • • • • Concrete BIk,Hollow - Ext 0.18 3.1/0.0 291.1 2.6 766 :Btuli Concrete BIk,Hollow - Ext 0.18 3.1/0.0 58.7 2.6 . 145•'Iltuh Concrete Blk,Hollow - Adj 0.18 3.1/0.0 112.5 2.6 296 Btuh Concrete BIk,Hollow - Ext 0.18 3.1/0.0 108.0 2.6 • • • • 284. Bteh Concrete Blk, Hollow - Ext 0.18 3.1/0.0 34.5 2.6.,.. • 41 °ate Concrete BIk,Hollow - Ext 0.18 3.1/0.0 172.5 2.6 454. •gtyh Concrete BIk,Hollow - Ext 0.18 3.1/0.0 133.5 2.6 • • 351 Btuhr Concrete BIk,Hollow - Ext 0.18 3.1/0.0 180.0 2.6' • ' • 474''etuh Concrete BIk,Hollow - Ext 0.18 3.1/0.0 108.0 2.6. . • 284 EItuh Concrete BIk,Hollow - Ext 0.18 3.1/0.0 154.5 2.6 • • 407 Bteh Wall Total 1353 (sqft) • • • • 356�1• 3atah• Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM • • • Load. v • 1 . Knee Wall/Light/Shingle 0.049 19.0/0.0 1000.0 2.16 2157''Btut? 3 Vented Attic/Light/Shingle 0.417 1.0/0.0 465.0 18.33 8525 Btuh Ceiling Total 1465 (sqft) 10682 Btuh Floors Type R-Value Size HTM Load 1 Stem/Crawlsp(Carpet)(v) 19.0 1465 (sqft) 0.6 851 Btuh Floor Total 1465.0 (sqft) 851 Btuh Zone Envelope Subtotal: 30968 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.51 13185 0.65 97.8 1613 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 3000 3920 Btuh Sensible Envelope Load: 36501 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Cond.) (DGM of 0.045) 1630 Btuh Sensible Zone Load 38131 Btuh EnergyGauge® / USRFZB v3.1 Page 1 1017 NE 95th St Miami Shores, FL Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP Heat Load Calcs for 1017 NE 95th St 4/15/2015 Component Loads for Room #2: 2nd Floor Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load ' 12 1 NFRC 0.60, 0.55 No No SE 3.0ft 1.7ft 28.0 27.1 0.9 21 50 620 Btuh 13 1 NFRC 0.60, 0.55 No No SE 3.0ft 1.7ft 35.7 34.6 1.1 21 50 790 Btuh 14 1 NFRC 0.60, 0.55 No No SW 3.0ft 1.7ft 35.7 34.6 1.1 21 50 790 Btuh Window Total 99 (sqft) 2200 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 11 Concrete BIk,Hollow - Ext 0.18 3.1/0.0 192.8 2.6 507 Btuh 12 Concrete BIk,Hollow - Ext 0.18 3.1/0.0 210.1 2.6 553 Btuh 13 Concrete BIk,Hollow - Ext 0.18 3.1/0.0 136.8 2.6 360 Btuh 14 Concrete BIk,Hollow - Ext 0.18 3.1/0.0 181.5 2.6 478 Btuh Wall Total 721 (sqft) 1898 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 2 Knee Wall/Light/Shingle 0.049 19.0/0.0 495.0 2.16 10F • Iltdtti Ceiling Total 495 (sqft) • •Floors •. • • 1068' MTh Type R-Value Size HTM • • • Load ; • • • 2 Interior 0.0 495 (sqft) 0.0 • • • • • • b• 1Efiuh Floor Total 495.0 (sqft) • • • • • • 0 Btuh .... .• • Zone Envelope Subtotal' . • , • • 51 Ste ...... ...• Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM• • • • • Load• • • • • Natural 0.51 4455 0.35 52.1,, •,,, 859 Iltuh Internal Occupants Btuh/occupant Appliar2ce • ; Loagl . gain 2 X 230 + 300. . 7610• 8tG(1 Sensible Envelope Load: • • • 678 B¢>tt .. . Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Cond.) (DGM of 0.245) 1659 Btuh Sensible Zone Load 8444 Btuh EnergyGauge® / USRFZB v3.1 Page 2 1017 NE 95th St Miami Shores, FL Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP Heat Load Calcs for 1017 NE 95th St 4/15/2015 SYSTEM GROUP'S (BLOCK LOADS) Cooling Loads For System(s): 1 Serving Zones: 1 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.045) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load • • 00 •.- 36501 Btuh 0 Btuh 1630 Btuh 0 Btuh 38131 Btuh 3855 Btuh 652 Btuh 800 Btuh • 2500•13tuh • . ▪ _4593$ . huh • Cooling Loads For System(s): 2 Serving Zones: 2 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.245) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load .• • ••• Ofb ••• • • • • . • • 6788 Btor ... D'Bftfr ... 1659 Btuh • • • 8444 $tuir 2054 Btuh 645 Btuh 400 Btuh 250 Btuh 11794 Btuh EnergyGauge® / USRFZB v3.1 Page 3 1017 NE 95th St Miami Shores, FL Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP Heat Load Calcs for 1017 NE 95th St 4/15/2015 WHOLE HOUSE -TOTALS Sensible Envelope Load All Zones 43286 Btuh Sensible Duct Load 3289 Btuh Total Sensible Zone Loads 46575 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 46575 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 5909 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1297 Btuh Latent occupant gain (6.0 people @ 200 Btuh per persorrt • 1200.9tt!h •• • • • .... Latent other gain 275Q, 11uh • . . • • . • Latent total gain • • • • • • 11156 Btuh •••• •• • TOTAL GAIN •..•.•5773i TAW • • •. • • • • EQUIPMENT ••••• •At • • • • • 1. Central Unit 2. Central Unit • • • • . • jt8000•Btuh •180004tur .• • *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U-Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(%)) (Omt - compass orientation) Version 8 EnergyGauge®/ USRFZB v3.1 Page 4 System Sizing Calculations - Winter Residential Load - Room by Room Component Details 1017 NE 95th St Miami Shores, FL Project Title: Heat Load Calcs for 1017 NE 95th St Building Type: User 4/15/2015 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) Component Loads foiRoom #1: 1st Floor J Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 i 8 9 10 11 1, NFRC 0.60 Metal 0.55 N 124.3 11.0 1, NFRC 0.60 Metal 0.55 N 34.7 11.0 1, NFRC 0.60 Metal 0.55 NW 17.8 11.0 1, NFRC 0.60 Metal 0.55 SE 12.0 11.0 1, NFRC 0.60 Metal 0.55 E 54.0 11.0 1, NFRC 0.60 Metal 0.55 SE 36.0 11.0 1, NFRC 0.60 Metal 0.55 S 12.0 11.0 1, NFRC 0.60 Metal 0.55 S 140.0 11.0 1, NFRC 0.60 Metal 0.55 S 35.0 11.0 1, NFRC 0.60 Metal 0.55 S 24.5 11.0 1, NFRC 0.60 Metal 0.55 SW 36.0 11.0 Window Total 526.2(sqft) 1367 Btuh 381 Btuh 196 Btuh 132 Btuh 594 Btuh 396 Btuh 132 Btuh 1540 Btuh 385 Btuh 270 Btuh 396 Btuh. • . 5788 Mull. j Walls 1 2 3 ' 4 5 6 7 8 9 10 Type Ornt. Ueff. R-Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.175) 3.1/0.0 291 3.51 Conc Blk, Hollow - Ext (0.175) 3.1/0.0 59 3.51 Conc Blk, Hollow - Adj (0.175) 3.1/0.0 113 3.51 Conc BIk,Hollow - Ext (0.175) 3.1/0.0 108 3.51 Conc BIk,Hollow - Ext (0.175) 3.1/0.0 35 3.51 Conc BIk,Hollow - Ext (0.175) 3.1/0.0 173 3.51 Conc BIk,Hollow - Ext (0.175) 3.1/0.0 134 3.51 Conc BIk,Hollow - Ext (0.175) 3.1/0.0 180 3.51 Conc BIk,Hollow - Ext (0.175) 3.1/0.0 108 3.51 Conc BIk,Hollow - Ext (0.175) 3.1/0.0 155 3.51 Wall Total 1353(sqft) ' • • : Load • • • • • • •1021 Btuh• • • • • • • 206 Iriti • • • • 395 gtuh' • • 379 kittfi• •• •' 121 Bft.ftt' • • • 605 Btuh' ' ' 468 magi. : .'• 631 etuh •' ' 379'Btuh: 542 Btuh 4748 Btuh Ceilings 1 3 Type/Color/Surface Ueff. R-Value Area X HTM= Knee Wall/L/Shing (0.049) 19.0/0.0 1000 1.0 Vented Attic/L/Shing (0.417) 1.0/0.0 465 8.3 Ceiling Total 1465(sqft) Load 980 Btuh 3875 Btuh 4855Btuh Floors 1 Type Ueff. R-Value Size X HTM= Stem/Crawlsp(Carpet)(v) (0.049) 19.0/0.0 1465.0 sqft 0.8 Floor Total 1465 sqft Load 1127 Btuh 1127 Btuh Room Envelope Subtotal: 16518 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.68 13185 0.65 130.3 2867 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Cond.) (DLM of 0.074) 1426 Btuh •• • •• • • EnergyGauge®/ USRFZB v3.1 Page 1 1017 NE 95th St Miami Shores, FL Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Heat Load Calcs for 1017 NE 95th St Building Type: User 4/15/2015 - Room #1 Sensible Room Subtotal 20811 Btuh Component Loads for Room #2s 2nd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 12 13 14 1, NFRC 0.60 Metal 0.55 SE 28.0 11.0 1, NFRC 0.60 Metal 0.55 SE 35.7 11.0 1, NFRC 0.60 Metal 0.55 SW 35.7 11.0 Window Total 99.3(sqft) 308 Btuh 392 Btuh 392 Btuh 1093 Btuh Walls 11 12 13 14 Type Ornt. Ueff. R-Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.175) 3.1/0.0 193 3.51 Conc BIk,Hollow - Ext (0.175) 3.1/0.0 210 3.51 Conc Blk, Hollow - Ext (0.175) 3.1/0.0 137 3.51 Conc BIk,Hollow - Ext (0.175) 3.1/0.0 182 3.51 Wall Total 721(sqft) Load 676 Btuln' • • 737 atah• ' • • • • 480 Btutl' • 637 Eittillv 2530 Btuh' Ceilings 2 Type/Color/Surface Ueff. R-Value Area X HTM= Knee Wall/L/Shing (0.049) 19.0/0.0 495 1.0 Ceiling Total 495(sqft) •." • . Load; • • • • • • 485 Btuh' • . 485PtdM' Floors 2 Type Ueff. R-Value Size X HTM= Interior (0.049) 0.0 495.0 sqft 0.0 Floor Total 495 sqft " " Load "' • • • 0 Btuh' • • 0 BLit it4 Room Envelope Subtotal: • . • • • .1108 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.68 4455 0.35 69.5 1528 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Cond.) (DLM of 0.247) 1394 Btuh Room #2 Sensible Room Subtotal 7030 Btuh SYSTEM GROUPS (BLOCK LOADS) • • •• • • • • • • • • • • • •• • • • •• • • • EnergyGauge® / USRFZB v3.1 Page 2 1017 NE 95th St Miami Shores, FL Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Heat Load Calcs for 1017 NE 95th St Building Type: User 4/15/2015 Heating Loads For System(s):1 Serving Rooms: 1 Block load 20811 Btuh Heating Loads For System(s):2 Serving Rooms: 2 Block load 7030 Btuh FNHOLE HOUSE TOTALS •• • • • •• • Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat. Loss Total Heat Loss • •••• • • • • 07841 Btuh• •••• 0 Tv •• •••27841 Btuh• • •• • • ••• •.a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • IP If NT • • • •• • 1. Electric Heat Pump 2. Electric Heat Pump • 28000 Btuh • • 10000 Btuh Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManualJ Heat Transfer Multiplier) Version 8 • •• • • • ••• • • • EnergyGauge®/ USRFZB v3.1 Page 3