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RC-16-2340 (2)
A REPLACEMENT COST REPORT OF A SINGLE FAMILY HOME LOCATED AT 671 NE 105th St Miami Shores, FL 33138 FOR Robert Moreno Miami Shores Village BY APPRAISALFIRST REAL ESTATE APPRAISERS LLC 1444 Biscayne Boulevard, Suite 211 Miami, Florida 33132 AppraisalFirst Real Estate Appraisers LLC 1444 Biscayne Boulevard, Suite 211 Miami Beach, Florida 33166 Phone: 305-470-2100 Fax: 305-381-8047 E-mail: residential iappraisalfirst.net E-mail: commercial«appraisalfirstnet September 23, 2016 Mr Moreno via email: rmoreno1611@gmail.com Re: A replacement cost report related to providing a letter for the depreciated building value of a single family home located at 671 NE 105th St Miami Shores, FL 33138. Dear Mr Moreno: As requested I am writing this retrospective report to estimate the reproduction or depreciated cost, based on the condition of the property around 5/18/2015 for the above referenced subject building. Once again the costs and depreciated building value are reflective of the condition of the property on 05/18/2015. The replacement cost new estimates will be provided via the "Marshall Valuation Service", a nationally accepted construction cost reference guide. The cost estimate includes labor, materials, supervision, etc. The figures also include normal site preparation, and utility lines from lot line to building. Other soft costs such as professional fees, real estate taxes, financing fees and impact fees are not included. The depreciation is based on the condition of the property. Based on the condition of the improvements on 05/18/2015, the physical depreciation based on the age/life method is 50%. This reproduction cost report is considered to be a restricted appraisal in accordance with Standards Rule 2-2© of the Uniform Standards of Professional Appraisal Practice (2014-2015) and the Code of Ethics of the Appraisal Institute and the guidelines according to (USPAP). This report is for the sole use of the intended user. The subject property consists of a, two-story, single family home that was built in 1950 of good quality construction. The home includes a total enclosed area (as per contractor plans) of 8234 square feet. The valuation is based on the condition of the improvements on 05/18/2015. Page 2 The home is situated on a 29,600 square foot, single-family zoned lot in Miami Shores Village. Appraiser: Purpose of Assignment: Intended Use of the Report: Interest to be Appraised: Legal Description: Scope of Work: William K Griffith, SRA Cert Res RD 1480 The purpose of the report is to provide a reproduction/depreciated cost estimate of the subject dwelling. The client intends on using this report for renovation purposes This is a reproduction cost analysis of a home owned as a fee simple estate. GOLF VIEW EST CORR PL PB 41-58 LOT 11 & THAT POR LOT 12 (See addendum for full legal) The scope of work included: inspecting the subject property; referencing the "Marshall Valuation Service", a nationally accepted cost manual; and estimating an appropriate depreciation rate for the improvements. Marshall Valuation Service: According to the "Marshall Valuation Service" the subject improvements are classified as a Class D-I(Masonry Veneer) High Value Residence, with an estimated economic life of 60 years. In estimating the replacement cost new for the building, a designated cost via the "Marshall Valuation Service" will be applied. The depreciated building value will be based on the economic age -life method. A ratio of the buildings effective age to its total economic life is applied to currentwhere the age of the e improvement. This method is most effective in analyzing older buildings long- lived and short-lived items can not be easily estimated. According to the "Marshall Valuation Service" the subject improvements have an economic life of 60 years. However, the typical single family home in Miami Shores have far exceeded their specified economic lives. The subject home is 66years in age. A more practical economic life of 75 years is estimated. Page 3 Marshall Valuation Service: (Continued) Taking into account the condition of the home, terrazzo floors, mostly original baths & kitchen, depreciated roof, 50% of the estimated 75 -year economic life, or 38 years will be applied. The following is a summary of the replacement cost new and depreciated value for the subject single family home. Improvement Type High Value Residence Section & Page 12/27 Building Structure Class D (Masonry Veneer) Type I Direct Cost Per SF $191.40 Adjustment Multipliers Height 1.00 Current 1.06 Local 0.98 Adjusted Direct Cost Per Square Foot $193.44 Building Size/SF 8234 sf Replacement Cost New $1,592,785 Actual Age 66 years Effective Age 38 years Economic Life 75 years Depreciation Rate 50% (Eff. Age / Eco. Life) Physical Depreciation $796,392 (Cost New x Depreciation. Rate) Depreciated Building Cost $796,393 (Cost New - physical Depreciation) Page 4 Based on the cost manual described herein the depreciated building value of the as of May 18, 2015 is $800,000 (rounded).. If you have any questions or need further assistance please do not hesitate to call 2149. Respectfully Submitted, William K Griffith, SRA Cert Res RD 1480 bill@appraisalfirst.net appraisalfirst.net Page 5 subject property, me at (305) 470- ADDENDA CERTIFICATION I Certify to the best of my knowledge and belief: The statements of fact contained in this report are true and correct. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions are my personal, impartial, and unbiased professional analyses, opinions, and conclusions. I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. I have performed no services, as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment. I have no bias with respect o the property that is the subject of this report or to the parties involved with this assignment. My engagement in this assignment was not contingent upon developing or reporting predetermined results. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. I have made a personal inspection of the property that is the subject of this report. No one provided significant real property appraisal assistance to the person signing this certification. As of the date of this appraisal William K Griffith, SRA has completed the continuing education program of the Appraisal Institute. William K Griffith, SRA Cert Res RD 14890 September 23, 2016 Date ASSUMPTIONS AND LIMITING CONDITIONS The value conclusion and certification within this report are made expressly subject to the following assumptions and limiting conditions as well as any further reservations or conditions stated within the text of the report. 1) No responsibility is assumed for the legal description or for matters including legal or title considerations. Title to the property is assumed to be good and marketable. 2) Responsible ownership and competent property management are assumed. 3) The information furnished by others is believed to be reliable. However, no warranty is given for its accuracy. 4) It is assumed that there are no hidden or unapparent conditions of the property, subsoil, or structures that render it more or less valuable. No responsibility is assumed for such conditions or for arranging for engineering studies that may be required to discover them. 5) It is assumed that there is full compliance with all applicable federal, state, and local environmental regulations and laws unless non-compliance, is stated, defined, and considered in the assignment. 6) It is assumed that all required licenses, certificates of occupancy, consents, or other legislative or administrative authority from any local, state, or national government or private entity or organization have been or can be obtained or renewed for any use on which the rental survey contained in this report is based. 7) It is assumed that the utilization of the land and improvements is within the boundaries of property lines or the property described and that there is no encroachment or trespass unless noted in this report. 8) Possession of this report, or a copy thereof, does not carry with it the right of publication. It may not be used for any purpose by any person other than the party to whom it is addressed without the written consent of the appraiser, and in any event only with proper written qualification and only in its entirety. ASSUMPTIONS AND LIMITING CONDITIONS (Continued) 9) The appraiser herein by reason of this assignment is not required to give further consultation, testimony, or be in attendance in court with reference to the property in question unless arrangements have been previously made. 10) Neither all nor any part of the contents of this report (especially any conclusions, the identity of the appraiser, or any reference to the MAI or SRA designations) shall be disseminated to the public through advertising, public relations, news, sales, or other media without the prior written consent and approval of the appraiser. 11) The existence of potentially hazardous material used in the construction or maintenance of the building and/or the existence of toxic waste which may or may not be present on or under the site was not observed during our inspection. However, we are not qualified to detect such substances. These substances, if they exist, could have a negative effect on the estimated value of the property. The user of this report is urged to retain an expert in this field if desired. 12) This assignment was not based on a requested minimum valuation, a specific valuation, or the approval of a loan. 13) The client intends on using this report for dwelling renovation purposes. 14) The client understands, as per the engagement guidelines of this assignment, that all data related to estimating cost and depreciation is retained in the office file. Full legal description: GOLF VIEW EST CORR PL PB 41-58 LOT 11 & THAT POR LOT 12 DESC BEG AT SW COR LOT 12 N17.5FT TO POB NELY205.17FT TO PT ON E/L LOT 12 NWLY83.67FT SWLY194.2FT S 17.5FT TO POB RESUME OF QUALIFICATIONS: William K Griffith, SRA GENERAL EDUCATION: Florida State University B.S. Degree 1980 PROFESSIONAL EDUCATION: APPRAISAL INSTITUTE USPAP Update 2016 Florida Appraisal Law 2016 FHA & The Appraisal Process 2014 The Uniform Appraisal Dataset 2011 The Real Estate Market 2011 2011 Residential Design & Functional Utility 2010 Reviewing Residential Appraisals & Using FNMA 2000 2010 Roles & Rules of Supervisory & Registered Trainee Appraisers 2010 Market Conditions Addendum/1004MC 2009 Analyzing Distressed Real Estate 2008 Co-ops & Condos 2008 Small Hotel/Motel Valuation 2008 Business Practices & Ethics 2007 New 1025 -Small Residential Income Property Appraisal 2007 PROFESSIONAL AFFILIATION: SRA, The Appraisal Institute National Association of Realtors, Florida Association of Realtors Miami Board of Realtors, Marathon/Lower Keys Board of Realtors BOARD EXPERIENCE: Board of Directors, South Florida Chapter of The Appraisal Institute 2004-2006 LICENSES: Cert Res RD1480 (Florida), Real Estate Broker (Florida), Notary Public, Florida REAL ESTATE AND APPRAISAL EXPERIENCE: 2011 -Present Partner/Owner, AppraisalFirst, LLC Vice President/Residential Manager, AppraisalFirst, inc. 1987-2010 President, Biscayne RE Group. 1 997 -Present President, Coast To Coast RE Group. 2009 -Present TYPES OF APPRAISAL SERVICES: Single Family Residential 2- 4 Family Dwellings FHA REO Relocations New Construction Vacant Land Condominiums Multi-Family/Apt. High Value Dwellings Estates/Litigation Appraisal Review Construction Draw Inspections Blueprint Review Cost Reports SERVICE AREA BY FLORIDA COUNTY: Miami -Dade, Broward, Monroe (Florida Keys), Palm Beach, St. Lucie, Martin Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-2231'012-0100 Property Address: 671 NE 105 ST Miami Shores, FL 33138-2053 Owner ROBERT MORENO C/O @^SHAeBenoEGuERpx Mailing Address 1 NE 2 AVE STE 200 MIAMI, FL 33132 USA Primary Zone 1100 SGL FAMILY 2301-2500 SQ Prmary Land Use 0101 RESIDENTIAL SINGLE FAMILY : 1 UNIT Beds / Baths /Half 4/4/o Floors 1 Living Units 1 Actual Area 8,040 Sq.Ft Living Area 6,116 Sq.Ft Adjusted Area 6,336 Sq.Ft Lot Size zn.s000na Year Built 1950 Assessment Information Year 2016 2015 2014 Land Value $763.238 $610.500 $336.389 Building Value $441.113 $441.123 $429.725 XF Value $41.987 $28.887 $29.157 Market Value $1246.336 $1.080.520 $7e5.271 Assessed Value $1.240.386 $863.780 $658.522 Benefits Information Benefit Type 2016 2015 Save Our Homes Cap Assessment Reduction 2014 Homestead Second Homestead Exemption Exemption Note Not all benefits are applicabe to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 31 524z GOLF VIEW EST CORR PL PB 41-58 LOT 11 & THAT POR LOT 12 DESC BEG AT SW COR LOT 12 N17.5FT TO POB w�Lv2nn��7FTTOPTONBL ���r�w��n�����m���/�m�^���vm��v�� r»enmxemmepmoer��v nm��'/»uom'»u«nv««mnommwma�o �»unxw°,wm�mm»u000w/nmm/�m/mmo»P and M/am�o�eooun�nommennonom/x'.see mnmm�/mo,and oe�Amme�on Agreement Generated On 9/26o016 Taxable Value Information | 20161 l cD1n| 2014 County Exemption Value $0 o50.000 $50,000 Taxable Value $1.240.336 $615.7e0 $008.522 School Board Exemption Value $Q $25.000 $25,000 Taxable Value | $1.246.336 $mue./Sn $633.522 City Exemption Value $0 $50,000 $50,000 Taxable Value $1.2*6.330 %613.790 $608522 Regional , Exemption Value $0 $50,000 $50.000 Taxable Value $1,246,336 $613,790 $608,522 Sales Information Previous Sale Price OR Book - Page Qualification Description 05/18/2015 05/01/1999 $500,000 29627- x11n /oo21' 3078 11/01/1995 09/01/1995 $o ,7o1o' 2695 16946 - 0421 Qual by exam of deed Sales which are qualified Sales which are disqualified as a result of examination of the deed Sales which are qualified ser SHADED DIAGRAM NO. 1 - FIRST FLOOR SHADED DIAGRAM NO. 2 - GROUND FLOOR ALTERATION AREA CALCULATION ALTERATION AREA CALCULATION SCALE 118' = 1'47 SCALE: 11IC = d � :.��..moo Era dPOO mammas so�e.x °"" mx PPM . X MOWOO. MEL P. MO OE le Olt ra•.. um.... a x POLO OM Or Of POO o OOP WC POO. MO MOM 01•100 ON O ROPE POOPPOO OW COO COPO JOPP ;MAP 16.1. / ALTERATION DIAGRAMS CALCULATIONS Rif awl Permit Set A2.05 CALCULATOR METHOD SECTION 12 PAGE 27 August 2016 HIGH-VALUE RESIDENCES CLASS P TYPE EXTERIOR WALLS INTERIOR FINISH LIGHTING AND PLUMBING *HEAT Sq. M. `'"J'M Cu. Ft. Sq. Ft. VI Special site -built sash and entries, best clay, slate Custom ceilings and cabinetry, inlaid parquet, matched stones and woods Extensive fixtures and custom hardware throughout Complete H.V.A.C. 4963.34 57.64 461.11 V Best masonry, much fine trim and fenestration Coffered ceilings, site -built cabinetry, niches, many extras High-quality fixtures, structured wiring, high amps, fine hardware Complete H.V.A.C. 4164.66 48.36 386.91 IV Fine brick, cut stone, heavy roof, best metal, tile, some artglass Good plaster, ornamental detail, marble, custom carpet, parquet Good custom fixtures, more than one kitchen or food prep. area Complete H.V.A.C. 3495.25 40.59 324.72 Some special custom fixtures, electrical and plumbing, integrated systems Complete H.V.A.C. 2935.32 34.09 272.70 C 111 Face brick, stone trim, slate or tile, some custom sash Plaster, good detail, custom ceiling, wall and floor finishes 11 Brick or stone, slate or metal, heavy structure, solarium Plaster, some ornament, tile, average custom carpet, hardwoods Custom fixtures, electrical and plumbing, home automation Complete H.V.A.C. 2464.50 28.62 228.96 1 Good brick, stone trim, skylights, shakes or metal on good structure Plaster or best drywall, paneling, custom vinyls, terrazzo, hardwoods Some special fixtures, more than one bath per bedroom Complete H.V.A.C. 2069.90 24.04 192.30 D MASONRY VENEER VI Special site -built sash and entries, best clay, slate Custom ceilings and cabinetry, inlaid parquet, matched stones and woods Extensive fixtures and custom hardware throughout Complete H.V.A.C. 4999.40 58.06 464.46 V Best masonry veneer, much fine trim and fenestration Coffered ceilings, site -built cabinetry, niches, many extras High-quality fixtures, structured wiring, high amps, fine hardware Complete H.V.A.C. 4184.79 48.60 388.78 IV Fine masonry veneer, trims, best metal, tile, some artglass Good plaster, ornamental detail, marble, custom carpet, parquet Good custom fixtures, more than one kitchen or food preparation area Complete H.V.A.C. 3503.76 40.69 325.51 III Face brick veneer, stone trim, slate or tile, some custom sash Plaster, good detail, custom ceiling, wall and floor finishes Some special custom fixtures electrical and plumbing, integrated systems Complete H.V.A.C. 2935.42 34.09 272.71 II Brick or stone veneer, slate, metal, heavy structure, solarium Plaster, some ornament, tile, average custom carpet, hardwoods Custom fixtures, electrical and plumbing, home automation Complete H.V.A.C. 2458.69 28.55 228.42 I Double walls, good veneer, skylights. good shakes or metal Plaster or best drywall, paneling, custom vinyls, terrazzo, hardwoods Some special fixtures, more than one bath per bedroom Complete H.VA.C. 2060.21 23.93 191.40 D VI Special site -built sash and entries, best Custom ceilings and cabinetry, inlaid parquet, matched stones and woods Extensive fixtures and custom hardware throughout Complete H.V.A.C. 4926.42 57.21 457.68 V clay, slate Best sidings, EIFS, much fine trim and fenestration Coffered ceilings, site -built cabinetry, niches, many extras High-quality fixtures, structured wiring, high amps, fine hardware Complete mple e 4123.00 47.88 383.04 IV Fine siding, stucco, marble trim, best metal, tile, some artglass Good plaster, ornamental detail, marble, custom carpet, parquet Good custom fixtures, more than one kitchen or food re aration area p p Complete H.V.A.C. 3451.12 40.08 320.62 Ill Siding, brick or stone trim, slate or tile, some custom sash Plaster, good detail, custom ceiling, wall and floor finishes Some special custom fixtures, electrical and plumbing, integrated systems Complete H.V.A.C. 2890.86 33.57 268.57 II Half timber and stone trim, slate, metal, heavy structure, solarium Plaster, some ornament, tile, average custom carpet, hardwoods Custom fixtures, electrical and plumbing, home automation Complete H.V.A.C. 2421.02 28.12 224.92 Double walls, stone trim, skylights, shakes or metal on good structure Plaster or best drywall, paneling, custom vinyls, terrazzo, hardwoods Some special fixtures, more than one Complete bath per bedroom H.V.A.C. 2028.24 23.55 188.43 3% for foot nne+c The. haco wall he.iaht is 10 feet (3.05 meters), excluding gables. Add or deduct each Fireplace, ba conies and porches and built-in app lances are not Included. See Page 35 for garag (.305 meter) of deviation. For small residential elevators and fire sprinkler systems, see notes on *HIGH-VALUE HEATING, VENTILATING AND AIR CONDITIONING Costs for high-value mechanical items are listed separately from those for other buildings in this section because of the special requirements. Costs listed to the right are averages. The moderate climate cost is included in the base cost in the tables. If a cubic foot cost is used, use one-tenth (1/10) the difference shown, to adjust the base cubic foot cost. For cooling only, use 70% to 80% of the costs listed. For heating only, use 60% to 70%. For ground -loop heat source units, add 3.90 to 5.43 per square foot ( 41.98 to 58.45 per square meter). • Page 38 and 39. See Page 26 for basement costs. COMPLETE SQUARE METER COSTS H.V.A.C. TYPE VI V Iv III II MILD CLIMATE 131.86 115.71 102.58 91.60 81.05 71.69 MODERATE CLIMATE 177.07 158.23 142.08 128.09 114.64 103.12 EXTREME CLIMATE 238.42 215.82 195.90 179.22 162.00 148.00 SQUARE FOOT COSTS MILD MODERATE EXTREME CLIMATE CLIMATE CLIMATE 12.25 16.45 22.15 10.75 14.70 20.05 9.53 13.20 18.20 8.51 11.90 16.65 7.53 10.65 15.05 6.66 9.58 13.75 MARSHALL VALUATION SERVICE - •The data included on this page becomes obsolete after update delivery, scheduled for August 2018. 2016 CoreLogic®, Inc. and it licensors, all rights reserved. Any reprinting, distribution. creation of derivative works. and/or public displays is strictly prohibited. 8/2016 Monica Castellon Project Manager Florida Corp. # M - 26001777 4955 SW 75th Avenue Miami, Florida 33155-4415 www.modisarchitectscom 00000 architects o. 786.879.8882 f. 786.350.1515 d. 786.223.4447 MonicoC@modisarchitects.com Page 1 September 29, 2016 Miami Shores Village, Building Department 10050 N.E. 2nd Ave. Miomi Shores, Florida 33138 RE: Robert Moreno Residence 671 NE 105 St. Miomi Shores, FL 33138 Permit # 16-2340 Att. Mr. Naranjo, Following please find the narrative to the revised sheets for the above referenced project. The responses are separated by Department. Should you have any questions, concerns or if any comments may be quickly resolved and/or clarified over the telephone, please feel free to contact us immediately. We will gladly assist you in any way to be able to expedite and have the plans approved as soon as possible. We appreciate your attention on this matter. ARCHITECTURE c/1. Provide detail, itemized job cost for the entire project, including cost of material, labor overhead and profit. Also include the cost of all items to be provided by the owner if any.. a. Response: (Include Job cost estimate by General Contractor). 4. Clearly identify the building areas under going reconfiguration of the space and provide area calculation showings the percentage of the reconfigure space . a. Response: (Refer to Sheet A2.05, showing total building and alteration area and the percentage of reconfiguration) -3. Exterior door and windows should reflect compliance with the 2014 Florida Building Code. Provide up dated N.O.A. for the following system. NOA 13-0912.02 a. Response: (Included) •--4. According to the information provided on the plans and copies of old plan provided by the property owner this project will constitute a level 2 alteration. The table provided on sheet A2.01 should clearly show that the project constitutes a level 2 alteration.. a. Response: (Refer to Sheet A2.01) see statement that indicate the level of alteration. -5. Clearly identify the location of the required means of egress. a. Response: (Refer to Sheet A2.01, A2.02 and A5.02) indicated on floor plans the egress location. MIAMI STUDIO AA#26001777 7430 SW 48Th STREET MIAMI, FLORIDA 33155 TEL. 786.879.8882 FAX 786.350.1515 WWW.MODISARCHITECTS.COM INDIANAPOLIS STUDIO 7399 N. SHADELAND AVENUE, BOX 139 INDIANAPOLIS, IN 46250 TEL. 317.501.5087 FAX 317.723.8035 Page 2 Provide a note on sheet A2.02, floor plans requiring the service corridor and utility/service crawl space to remain unfinished. a. Response: (Refer to Sheet A2.02) with an statement "the utility, corridor and crawl space remain unfinished". 7. Cloud in all changes. Do not remove voided sheets from set mark as city copy. a. Response: All comments have the required cloud as per Building department guidelines. MIAMI STUDIO AA#26001777 7430 SW 48T" STREET MIAMI, FLORIDA 33155 TEL. 786.879.8882 FAX 786.350.1515 END OF NARRATIVE M:\MODIS - Drawings\2016 - Drawingsl16116 - Robed Moreno Residence - RUDGINarratives\161116 Penni) Comments Narrative 01.doc WWW.MODISARCHITECTS.COM INDIANAPOLIS STUDIO 7399 N. SHADELAND AVENUE, BOX 139 INDIANAPOLIS, IN 46250 TEL. 317.501.5087 FAX 317.723.8035 '1 r MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 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.miamidad e.Eov/ccon omv ECO Windows Systems, LLC 9114 N. W. 106th 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 "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. 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. TERMLNATION 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 #13-0912.02 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. 15-0612.05 Expiration Date: March 20, 2019 Approval Date: December 17, 2015 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Coiporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file #13-0912.02) 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 diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5'h Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07104/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E. `- ��.�•ti Ishaq L Chanda, P.E. Product Control Examiner NOA No. 15-0612.05 Expiration Date: March 20, 2019- Approval 019Approval Date: December 17,2015 E-1 September 15, 2016 Miami Shores Village — Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Attention: Ismael Naranjo Building Director engineering Reference: 671 NE 105 Street Process #: RC16-2340; BCC #: 0160181.00 Dear Mr. Naranjo: Below are our responses to review comments, dated August 30, 2016, for the above referenced project. Original comments and respective numbering are included. Structural Comments 1. Provide details or sections to show proposed construction assembly of new arched wall at entry. BCC Response: Please refer to details 3/S2.1 and 4/S2.1. 2. Proposed scope of work must comply with Level 3 alterations. Proposed the engineer's assessment report in compliance to the HVHZ provision of Section 904 of the FBC 5th Edition (2014) Code. BCC Response: The work area does not exceed 50 percent of the aggregate area of the building. According to Section 505 of the Florida Building Code — Existing Building, the scope of work should not be classified as a level 3 alteration. 3. Structural design analysis for both the gravity and lateral wind loads for the proposed 5" x 8" infilled concrete with 1#5 vertical. BCC Response: The 5"x8" columns have been replaced by 12"x8" columns in the latest architectural design. Please refer to the attached calculation for the 8"x12" column. 4. Per ACI 318-11 "Building Code Requirements for Structural Concrete" standard, all concrete columns must have min. of 2 vertical bars with lateral ties spaced more greater than the smallest width of said concrete column. Refer to ACI 318-11. BCC Response: The 5"x8" columns have been removed from the project, based upon the most recent architectural redesign. The remaining columns on the project all have at least two vertical bars and ties or hairpins with a spacing corresponding to the least dimension of the column. 5. Provide two copies of Special Inspector form, fully executed for: 6401 SW 87'h Avenue, Suite 200 Miami, Florida 33173 Tel: 305.670.2350 Fax: 305.670.2351 A) Reinforced masonry per Section 2122.4 of FBC 5th Edition (2014) Code B) Miami -Dade Administrative Code, Article 11, Section 8-22 — Soil Compaction BCC Response: A Special Inspector form has been submitted for reinforced masonry. No new foundation elements are being added to the project. Therefore, no soil compaction is required. Building Comments 7. Structural plans. Provide a note on the plans requiring the contractor to provide shoring plans signed and sealed by a Florida license engineer along with a letter of inspection certification as required under OSHA regulations to the Building Official prior to removing any existing structural members. BCC Response: A note requiring signed and sealed plans and an inspection letter has been added to sheet 52.0. 8. Sheet S2.1 — Concrete infill columns. Please see detail on sheet 4/A4.01. The architect requires 12x12 columns at the entrance feature. Also please note that the vertical reinforcement should be continuous from the foundation to the beam above. Provide a cross section through the center of the 12x12 column from the foundation to the top beam, reflect all components. BCC Response: Based upon the latest architectural design, 12x8 columns are being provided. Please refer to Section 3/S2.1. The columns are designed to span between the underside of the beam above and the top of the knee wall below. Therefore, the column reinforcing is being doweled into the top of the knee wall. The knee wall acts as cantilever. Under the existing conditions, the knee wall is receiving a continuous load from the closely spaced laminates that are going to be removed. Once the closely spaced laminates are removed and replaced with a handful of more widely spaced columns, the load on knee wall will be less than the load in the current configuration. 9. Provide a cross section of the wood frame, load bearing wall to be replace in the master bedroom, reflect all components and connections. Slab to roof structure above. BCC Response: Please refer to details 1/S2.1 and 2/S2.1. If you have any questions or would like to discuss further, please do not hesitate to contact us at 305-670-2350. Sincerely, BCC ENGINEERING, INC. tt,, ,-w1^-,. Steven Goldstein, PE Chief Engineer — Building Structures SG Enclosures MIAMkDADE COUNTY DEPARTMENT 01? REGULATORY AND ECONOMIC RESOURCES (RER) 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.mia midade.gov/economv ECO Windows Systems, LLC 9114 N. W. 106tb 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 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, 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 Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 . See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types GI and 02 are limited to .090" Kurarary's Butacite 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 revises NOA #12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 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-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. 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 Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, 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. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. E-1 1c7i1.. .....--- Vshaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 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 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 D dated 07/08/15, 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 NOA# 14-0317.03 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 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamid sde,eov/economy MIAMFDADE COUNTY APPROVED NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 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 D dated 07/08/15, 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 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. HETI-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 y Candido F. Font, P.E. (Submitted under NOA#09-0413.08) E-1 Manuel Per E. Product Control E a ' er NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 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 under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB GIass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), and of no fmancial interest, dated July 8, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems, LLC for their Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I., approved on 04/10/14 and expiring on 06/17/19. Manue Pe .E. Product Control er NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 E-2 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 E dated 06/23/15, 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, 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 No. 13-0206.07 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 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/economy MIAMFDADE COUNTY APPROVED NOA No. 15.0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 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 E dated 06/23/15, 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-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51' Edition (2014), prepared by AI-Farooq Corporation, dated 03/17/15 and 06/23/15, 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. rez, P. E. Product Examiner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBG -5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11.0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco -Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. Manuel P e , E. Product Contro Ex iner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 E-2 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th 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 "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. W13-49 REV A, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on MAR 10, 2013, 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 Limitations: 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet S. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4. The max frame width not to exceed 192". 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 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. 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.mia midade.gov/economy NOA No. 13-0912.02 Expiration Date: March 20, 2019 Approval Date: March 20, 2014 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W13-49 REV A, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by AI-Farooq Corporation, dated 09/27/13 and last revised on MAR 10, 2013, 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 diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendtnn letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. 'liana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 12/12/13 and last revised on JAN 27, 2014, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -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 "Butacite OO PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Interlayer", expiring on 01/14/2017. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 12/12/13, signed and sealed by Javad Almiad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E. Ishaq 1. Chanda, PE, Product Control Examiner NOA No. 13-0912.02 Expiration Date: March 20, 2019 Approval Date: March 20, 2014 E-1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC F.S (HER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE ,(NOA.) Eco Window Systems, LLC 91141' W 106 Street Medley, FL 33178 Sc+x'i. : This NOA is being issued under the applicable stiles 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 he used in Miami Dade County and other areas where allowed by the Authority Ilaving Jurisdiction (A.IIJ). 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 AIIJ (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 AI -IJ 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. DFSCRTPTION: Series "En -Guard 60" Aluminum Hrrizontal Rolling Window—L.M.T. APPROVAL DOCUMENT: Drawing No. W14-11, titled "Eco -Guard Series -60 Alum Horiz. Rolling Wdw. (f..M.T.r, sheets 1 through 5 of 5, dated 03/28/14, with revision a dated 05/23/14, prepared by M- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County j'rQduct Control Approval stamp with the Notice of Acceptance number and approval date by the Mianti•Dridt. MIAMI-DA1)E COUNTY PRODtC1' CONTROL SECTION 11805 Sal' 26 Strcct, Room 208 T (786) 315-2590 17(786)315-2599 www.mianudade.aovleeonorn r • • • County Product Control Section. • • • • • • • •• • ••• • MISSILE IIVIPACJ' RATING: Large and Small Missile Impact Resistant • • • .• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lobo, Qity, • • model/series, and following statement: "Miatni-Dade County Product Control Apprercd", utrlcss othcrwient • • • noted herein.• • . . . • RENEWAL of this NOA shall be considered after a renewal application has behet.1jl,ed3 and there has been • • no change in the applicable building code negatively affecting the performance or.tl peoduct. • TERMINATION of this NOA will occur after the expiration (tate or if there ha; beet.a revision or cluing• • •; in the materials, use, and/or manufacture of the product or process. Misuse of lig NM. as asMticlorscmclut • of any product, for sales, advertising or any other purposes shall automatically terminate this VOA'. Failure to comply witlt any section of this NOA shall be cause for termination and rernova I of NOA. A1)Vt;:lt'I'ISEMEN'I': The NOA number preceded by the words Miami.-t)ade County, Florida, and followed by the expiration date may be displayed in advertising literature. Tf 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 lite user by (he 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 page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY IriOA No. 14-0403.09 Expiration Date; June 19, 2019 Approval Date: June 19, 2014 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINCS 1. Manufacturer's die drawings and sections. 2. Drawing No W I4-11, titled "Eco -Guard Series -60 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision A dated 05/23/14, prepared by Ai-l;arooq Corporation, signed and sealed by Javad Ahrnad, 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 FflC,, TAS 202 94 3) Water Resistance Test, pex FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FRC, TAS 203-94 along with marked—up drawings and installation diagram of an Eco -Guard series 60 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Rcport.No. FTL-7634, dated 12/09/14, signed and sealed by.Marlin Brinson, C. CALCULATIONS 1. Anchor verification calculations and structural analysis,, complying with 1+'BC 5th Edition (2014), dated 03/19/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. .... 2. Glazing complies with ASTM E1300-09• :::::: •D. QUAJ.,ITY ASSURANCE • 1. Miatni-Dade Department of Regulatory and l;conomic Resoui g •rl1ER) • • • : • E. MATERIAL CERTIFICATIONS • .. • • 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont13eNemours•& Co., Wet ••:• for their "DuPont Butacite© PVB Interlayer" dated 04/1 ll,•oxiiringon 12/11/16. •• 2, Notice of Acceptance No. 12-1231.09 issued to Eastman Clwniical Cori t.17 (MA) . for their "Saflex HP Clear or Color Glass Intcrlaycrs" datet1.81/18/134mjih•jng oir • 04/14/18. • F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5h Edition (2014), and of no financial interest, dated March 31, 2014, issued by Al-Faroosl Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. None. E-1 Ma uel-Perez, '.L. Product Conti'ol Exaviiner NOA No:444 03.09 Expiration Date: June 19, 2019 Approval Date: June 19, 2014 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT EXT.(4-) DESIGN PRESSURE AS SHOWN ON DETAIL. STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS WIDTHS: FIXED STILE—INTERLOCK = PANEL WIDTH — 7.125" INTERLOCK—ASTRAGAL = PANEL WIDTH — 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT — 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT — 1.5625" THESE 000RS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -700 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTEO TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY 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. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. 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. 0 0 CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY 96" DOOR FRAME WIDTH r DOOR FRAME HEIGHT 106 7/16" PANEL HEIGHT 99 15/16" D.L. OPG. _ 1 1 1 1 0 INTERLOCKS WffH OR WITHOUT REINFORCING SEE CHART #1 I C 0 I 1 1 1 I 1 1/A..-1 // _ 1 1 1 1 1 // FALSE MUNTIN OPTIONAL 5" MAX. SILL CORNERS PANEL WIDTH 113" MAX. SILL CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY TYPICAL ELEVATION OX ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 72 SQ. FT. PAODUC r REVISE) nieempiyieg'dI the Morid► Berk is --a 12•ac IrajIaIMm Oste Yo k11 est C..k 4 LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engr: JAVAD AMA() CML FIA. PE # 70592 C.A.N 3538 015 CC 0 0 FAX (305) 885-5902 rn m 0 03 03 0 M N O N 4) c 0 0. U N v0 UPDATED 70 2014 FBC a O 0 0 0 C1 0 m U ti V drawing no. W13-49 sheet 1 0f 12 5" MAX. HEAD CORNERS 13" MAX. HEAD 4 3/8" TYP. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY . •1 • 5" MAX. SILL CORNERS ASTRAGAL INTERLOCK 13" MAX.1 SILL - • • .1 TYPICAL ELEVATION oxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SQ. FT. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY Engn JAVAD AHIAAD CML RA. PE / 70592 C.A.N. 3538 022015 10 PRODUC f REVISED roomplylrg with Hie Flavith h>trdhi Cede Atetsuce IZar &OMR@ Daft now Mit P act [ entoll rehau 0 � � W N d N 0 CC u. 2002 Agri oaao8 J (381 1 0 0 cn 1 M U cc 0 O 0 O LIJ 0 FAX (305) 885-5902 0 0 0 n U UPDATED TO 2014 FBC 0. a 0 0 U 0 0 6 0 U 0 x a drawing no. W13-49 (sheet 2 of 12 0 7 d, DOOR FRAME WIDTH DOOR FRAME HEIGHT r 106 7/16" D.L. OPG. o I _ i1 11 1 M 1 1 }= 1 1 H INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 101 0 // //• / c/j� V ===.7.-4=...7...-7.== — I 1 B //' --_-_ 1 1 I 1 l I 11 I I II II I 1 11 11-- l 0 // //' // C�> V o FALSE MUNTIN OPTIONAL 42 1/16" 42 1/16" D.L. OPG. D.L. OPG. 49 3/16" 49 5/16" d PANEL WIDTH 5" MAX. SILL CORNERS ASTRAGAL INTERLOCK 13" MAX.1 SILL - • • .1 TYPICAL ELEVATION oxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SQ. FT. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY Engn JAVAD AHIAAD CML RA. PE / 70592 C.A.N. 3538 022015 10 PRODUC f REVISED roomplylrg with Hie Flavith h>trdhi Cede Atetsuce IZar &OMR@ Daft now Mit P act [ entoll rehau 0 � � W N d N 0 CC u. 2002 Agri oaao8 J (381 1 0 0 cn 1 M U cc 0 O 0 O LIJ 0 FAX (305) 885-5902 0 0 0 n U UPDATED TO 2014 FBC 0. a 0 0 U 0 0 6 0 U 0 x a drawing no. W13-49 (sheet 2 of 12 (sheet 3 of 12) 5" MAX. HEAD CORNERS FALSE MUNTIN OPTIONAL r 13" MAX. HEAD 4 3/8" TYP. .•.•. 192" CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY 5" MAX. _ SILL CORNERS 42 1/16" D.L. OPG. 49 3/16" PANEL WIDTH 42 1/16" D.L. OPG. 49 5/16" INTERLOCK PANEL WIDTH ASTRAGAL INTERLOCK 13" MAX. SILL • • \ • r , 1 •\ • • TYPICAL ELEVATION oxxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SQ. FT. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY 11- Engr; JAVAD AHMAD CIVIL FLA. PE # 70592 C.A. 538 2015 PRODUC f REVISED e�ee4aplyiny wits lie Ptnridt, brilding Code AI'eegNante Ne tlya 2 • EarimYee Dates w% iL.-C Z 0re a� 91 a 0 0y 2 () G rt Oiao o 43NFe QbElz COMP -ANL\W13-49ECO; ) J FAX (305) 885-5902 o N co co cc 0 '5 c c y N g a .0 0 0 0 n 0 CV 0 ,c C 0 J 11 N • o, 1 csi u drawing no. W13-49 )2c..4..- D00R FRAME WIDTH 0 _ 14 1 I I I I INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 G = ===;c====ter=== 1 4I 1 II I 1 I I 1 //./ 1 V _ 1 ; I INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 ===�c====te r= == 0I // / i ====>T= ====ilp====qt_•=== I I I I I IT-rf // =r==== I \ I / // ./, ====4==/-.- 1 V -__= �' -b-- -I 1 I - I 1 I 1 11 5" MAX. _ SILL CORNERS 42 1/16" D.L. OPG. 49 3/16" PANEL WIDTH 42 1/16" D.L. OPG. 49 5/16" INTERLOCK PANEL WIDTH ASTRAGAL INTERLOCK 13" MAX. SILL • • \ • r , 1 •\ • • TYPICAL ELEVATION oxxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SQ. FT. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY 11- Engr; JAVAD AHMAD CIVIL FLA. PE # 70592 C.A. 538 2015 PRODUC f REVISED e�ee4aplyiny wits lie Ptnridt, brilding Code AI'eegNante Ne tlya 2 • EarimYee Dates w% iL.-C Z 0re a� 91 a 0 0y 2 () G rt Oiao o 43NFe QbElz COMP -ANL\W13-49ECO; ) J FAX (305) 885-5902 o N co co cc 0 '5 c c y N g a .0 0 0 0 n 0 CV 0 ,c C 0 J 11 N • o, 1 csi u drawing no. W13-49 0 8 v DOOR FRAME W. OX SHOWN) xo xx DOOR FRAME WIDTH 0---,, i) e IIIo ®,_ LI o- ii OX SHOWN) xo xx DOOR FRAME WIDTH 0---,, i) e IIIo ®,_ LI o- r ip P 1 -0 0 OXX (SHOWN) XXO DOOR FRAME WIDTH OX0 (SHowN) DOOR FRAME WIDTH © i) e IIIo OX0 (SHowN) DOOR FRAME WIDTH © i) 0 /0'-'6 ce.rix a- -0 o - OXXX SHOWN) OXXO xxxX APPROVED CONFIGURATIONS EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) DOOR FRAME WIDTH a INTERLOCK (SEE Dp TABLE) EXTERIOR EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. DOOR FRAME WIDTH (SEE Dp TABLE) Ertgr; JAVAD AHMAD CML FLA. PE 70592 CAN. • 38 2015 PRODUC >r REVISED "11°P44with Me nojida Iowani Cif mobilise thltf—M4-2‘401 Cuero! 1 0_r la h a 0 mot L. O 0)2 0g a0Q$ O Nbre �. w Q Lui R Gj Ja co 3 p�j 0 8 0 V) rn 0 N. J I) H w oe Ca 0 p•M FAX (305) 885-5902 rn co z� OBJ �o W o, p c I0 O '5 a) C O U a) 0. a a ,n m a 0 0 d co N S o 0 5 drawing no. W13-49 [sheet 4 of 12) CHART #1 DESIGN LOAD CAPACITY - PSF (GLASS) AVERAGE PANEL WIDTH INCHES 000R FRAME HEIGHT 'NCNB GLASS TYPES 'B', 'B1' GLASS TYPES 'A', 'Al' WITHOUT REINF, WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 48 54 82 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80,0 70.0 80.0 70.0 80.0 62.2 71.1 62.2 71,1 30 36 42 48 54 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70,0 80.0 70.0 80.0 70.0 80.0 82.2 71.1 62.2 71.0 30 36 42 48 54 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - -- 62.2 71.1 30 36 42 48 54 96 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - 62.2 71.1 30 36 42 48 98 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 30 36 42 48 102 - - 70.0 80.0 - - 70.0 80.0 - - 70.0 80.0 - - 70.0 80.0 30 36 42 48 108 - - 70.0 80.0 - - 70.0 80.0 - - 70.0 80.0 - - 70.0 80.0 CHART #2 LOAD CAPACITY - PSF (ANCHORS) AVERAGE 000R FRAME 6 ANCHORS AT 11T0. PANEL WIDTH HEIGHT ililE ENDS EXT.(+) INT.(-) INCHES INCHES 30 70.0 80.0 36 70.0 80.0 42 82 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 84 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 90 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 96 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 38 70.0 80.0 42 98 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 102 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 108 70.0 80.0 48 70.0 77,9 INTERLOCKS WITHOUT REINF, INTERLOCKS WITH REINF, 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlos By 'Kuroray America, Inc.' 3/16" HEAT STREN'D GLASS 6 8 \ GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS SILICONE DOW 899 3/18" HEAT STREN'D GLASS .090" Interlayer Butacite PVB By 'Kuraroy Americo, Inc.' 3/16" HEAT STREN'D GLASS GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 2-3/4" SILL HEIGHTS. FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR WATER INFILTRATION RESISTANCE SEE SHEET 7 FOR DETAILS NOTE: SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. SILICONE DOW 899 / 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS 090' Interlayer -SentryGlas By 'Kuroray America, Inc.' X3/16" HEAT STREN'D GLASS I I I1 iI II SILICONE DOW 899 CARDINAL XL i EDGE SPACER ST. STEEL GLASS TYPE 'AI' 1" OVERALL INSUL, LAM. GLASS 3/16" TEMP, GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interlayer Butocite PVB By 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D GLASS GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SILICONE DOW 899 /CARDINAL XL i EDGE SPACER ST. STEEL GLASS TYPE 'BI' 1" OVERALL INSUL. LAM. GLASS Engr: JAVA!) AHMAD CIVIL FLA. PE • 70592 CA.N.. 3538 DEL 2/18 PRODUC I' RFV MO siewsplybig a� H the Floras AMaaeeNa - \2.16 &oaths Dr It 1 act Cooker Z 2- Opp �i O • 0)12 Ori ()LogB O 4NIE reIngiv Jww a60121g 0 2 0 0 a U J W N rD 0 14- Z `Z 6 � O FAX (305) 885-5902 ma' rn N N M ui 0 y 5 0 n C 0 v v a 0 0 0 0 u aq A drawing no. W13-49 (sheet 5 0(12 1BY OR 2BY 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 (� AT BEAD — 1 TYPE 'A'— 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KS!) THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE TYPE L TYPE L TYPE TYPE TYPE L '8'- 'C'— 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) 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) AT SILL 'B'— 1/4" QJA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED AT JAMBS— 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 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 'B'— 1/4" DIA` ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 'C'— 1/4" DIA. SELF DRILLING SCREW$ (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) 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) ] 1 1 ANCHOR EDGE DISTANCES INTO CONCRETE = 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 f'm = 2000 PSI MIN. Engr. JAVAD AHMAD CML FLA E 70592 C. A . 3538 022015 PRODUC f REVISED no *compiling withAbe l7orF+1, WMOde 111�D�k A ccp4a.a Nolcr.6.12O S- �.L� o g g O 44 a rest o C(8C ()Eq. C 0 sot/a o • W Q 632gk c J 0 0 CD 0 8 I N (3 J J W cn ›- 0 O Z_ 0 W FAX (305) 885-5902 N c 0 '20* cn v .0 0 0 0 N 0 N 0 m U 1 N CTI 0 x v c u drawing no. W13-49_ (sheet 6 of 12) TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) .CONCRETE 3 KTa yIN. EDGE METAL STRUCTURES 1/8" THK. (SEE SHEET 6) WAD BEARING SHIMS OR POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC f'c = 5000 PSI MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING NOT APPROVED FOR WATER RESISTANCE TYPICAL ANCHORS SEE ELEVS. FOR SPACING LIMIT MAX. EXT.(+) LOADS TO 47.0 PSF UMIT MAX. EXT.(+) LOADS TO 70.0 PSF SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD SEE SHEET 5 CHART 1 FOR DOOR CAPACITY r-� MIAMI-DADE COUNTY APPR'D MUCRON SEE SEPARATE NOA (SEE SHEET •) LL w TYPICAL ANCHORS SEE ELEVS. FOR SPACING 7, JJ V PROD )Cf REVISED speepplyle* with the Florid,. bibelots Cede 01�•br WEEPHOLES: W1 = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O,C. PILE PADS: P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 = SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1" X 3/8" HIGH P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16" HIGH Env JAVAD AHMAD CML FLA. PE / 70592 ,,GG N. 3538 40i n ais Control z V) N n Cr La U J J N inI co co 0 O 0 c 0 Q c u V) v 5 .o 1C .9 1 0 O D CI 0 ♦O V 0 0 r -- drawing no. W13-49 (sheet 7 of 12) TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 1/4" MAX. SHIM ti P2 REINFORCING AS REQD. SEE SHEET 5 FOR CAPACITY PANEL WIDTH O.L. OPG. .... aQfn IIIK.}ii.tiff•r:::�•:•i:•:•:c:•::::�•i:•:r::•,r:�t �._ MEW 0 INTERLOCK O D.L.O. PANEL WIDTH EXTERIOR P3 DOOR FRAME WIDTH (SEE Op TABLE) 4 @ Pi TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY WO'. BUCK OR WOOD ST CTURE SEE NOTE HEET 1 1/4" MAX. SHIM Engr: JAVAD AHMAD CML FLA. ! # 70592 C.A.i538 0221 PRODUC P REVISED ireenplyCt,44 • . • . FfArFdh 6rlties Co.k Mttet..cesv. NT -Ob I2.e;r �� Dep 3`� Ite R arl CtlalfOr by m COMP -ANL\W13-49ECO FAX (305) 885-5902 N 0 y i) 0 a 0 W 0) 9 0 0 8 rc a v 0 0 N 0 N 0 0 0 U 0 \v a u drawing no. W13-49 (sheet 8 of 12 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 • W' 4. PANEL WIDTH REINFORCING AS REQD. SEE SHEET 5 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACING AND QUANTITY METAL STRUCTURE CJ • • .moo-.. r=1 1/4" MAX. DOOR FRAME WIDTH SHIM DOOR FRAME WIDTH (SEE Dp TABLE) Engr. JAVAD AHMAD CIVIL FLA. P • 70592 CA , .3538 m't) zFF w E O A s o03 010, 0108 ootrg mgq u.zo- :0811 aWggw COMP-ANL\W] 3-49ECo ALUM SLIDING rj 0.) N PRODUC r RBYIRED Meonplylsj with the Flnrid► beldfug ace Pio is-c6►Z.QS' �II�itMMib Date m.1'4 f Coated U 0 J N J coco ��. w CCI N O o_M • m fr O r3 w cot r O .y .; 0 0 O 0 v 3 0 0 0 0 4) 0 N 0 0 0 ••• ' u•gr- 8 a t V � drawing no. W13-49 [sheet 9 of ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E701 1 FRAME HEAD 6005-T5 - 2 E702 1 FRAME SILL 6005-T5 - 3 E703 2 FRAME JAMB 6063-T6 - 4 E704 2/ PANEL PANEL. TOP AND BOTTOM RAIL 6063-T6 - 5 E705 AS RQD. PANEL LOCK STILE 6063-T6 - 6 E706 AS REQD. PANEL OUTER INTERLOCK 6063-T6 - 7 E707 AS READ. PANEL INNER INTERLOCK 6063-T6 - S E708 AS REQD. PANEL MALE ASTRAGAL 6063-T6 - 9 E709 AS READ. PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS REQD. GLAZING BEAD 7/16" LAMINATED GLASS 6063-T6 - 11 E711 AS REQD. GLAZING BEAD 1" INSULATED GLASS 6063-T6 - 12 E712 AS READ. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS REQD. 2" SILL RISER 6063-T6 - 14 E714 A5 REQD. 2-3/4" SILL RISER 6063-T6 - 15 E715 AS REQD. FIXED PANEL CLIP (CONTINUOUS) 6063-T6 - 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - 18 #10 X 3/4" HWH SMS AS REQD. FRAME ASSY. SCREWS ST. STEEL - 18A #10 X 1" FH SMS AS REQD. PANEL ASSY. SCREWS ST. STEEL - 19 #8 X 1/2" PH SMS 2/CLIP FIXED PANEL CLIP SCREWS ST. STEEL AT 3" FROM ENDS & 16" 0.C. 20 #10 X 1-1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REGD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 24 PRO3-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2" MTG. SPACER REQD.) 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - 26 #8 X 1/2" PH SMS 2/CUP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 - AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 28 AS REQD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE 29 AS REQD. SETTING BLOCKS AT i/4 POINTS EP DM DUROMETER 80±5 SHORE A SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. Engr: JAVAD AHMAD CML FLA. PE # 70592 CA 3538 01, POtoDUC f REVISED Mike Cede with Ike 1slolid>tAteembeste N•lapielim Ds r• �Sk.4�.�L� I Oz PRI ogo o Qiij)p 0g4p) o G0 8 • w� 0 UJ0 M_ d 0 i -J ce 0 0 N J i W W (n 1— F -co tet' 0 o 0 0 ^J Z 3� 3 Z� o W c))� FAX (305) 885-5902 C 0 0 0. 0 N U rc ce 0. UPDATED TO 2014 FBC 0. -, 4-, 0 v 0 U) N 0 0 c m 0 0 L u drawing no. W13-49 sheet 1 0 of 12 .1301 -{ .93 u ..03..03i w *j 3.562 3.562 .125 5.059 I M 1.824 .078 1.648 1.129 .078 1.312 937 .045 062 �- .937 d f .050 1.021 062 Z coi 0 2.105 .078 1.648 F�-1.252 GLAZING 10 1" INSUL, BEAD LAM. GLASS 1_1.252 GLAZING 11 7/16" BEAD LAM. GLASS ROOQ CORPORA iS 8e PRODUCT DEVELOPII kISEr DRIVE, SUITE 220 .ORIDA 33173 264-81.00 Fax (305) COMP .094 O 1.998 FRAME HEAD 2.625 O PANEL LOCK STILE O 2.625 PANEL INNER INTERLOCK .210 r1.144 4-1.471 .062 .210 4 w S' it 4 i )_ a J Q 1.998 1 1.068 3.562 .210 .068 Q '2 `-' 2.313 3.250 .078 1.648 1.648 .078 .125 2.105 2.887 0� 1.047 1.047 1.047 SERIES -700 ALUM SLIDING GLASS DOOR (L.M.I.) ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 5.532 .062 1.998 I 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER L--1.823 - 0 PANEL TOP & BOTTOM RAIL O 2.625 PANEL OUTER INTERLOCK .915 - 2.248 .125 0 FRAME JAMB 1.494 - .078 .357 .149 15 FIX. 1062. - 1.540-�i PANEL CUP t c 1 1.998 PRODUC t REV[gED esw�lth the Florida boithej Cede Ateeptibliet Pie r r Cbiz•as (revisions: T 1 ) description REV PER RER COMMENTS UPDATED TO 2014 FBC �E THIS SHEET .125 17 INTERLOCK STIFFENER 2.067 f 1.139 1.022 3.687 _i_ 078 Bapirafioe Date 20 Ill 3.437 d-•078 p I1 ‘,...,...11.824 5.274 a FRAME SILL Control �cl v o ; i s n 1.824 --Jr'' 4 r.111 -7-a 1.648 c < m u 3.820 3.996 .078 i Engr: JAVAD CIVIL FI.AC. PE a .AN. 538 AHMAD 70592 2015 dates oe—v— '1 J ,i` u 2.500 0 PANEL MALE ASTRAGAL .140 0 PANEL 2.000 FEMALE ASTRAGAL ' /' �' drawing no. W13-49 (sheet 11 of 12) FRAME TOP CORNER FRAME_ BOTTOM CORNER PANEL TOP/BOTTOM CORNER Engn JAVAD AHMAD CML FtA. PE 70592 C.A.N. 3538 PRODUC r REVISED Ne eoenpf 4. *Rh the Florida b.s4in* Code Aocepl.ateNo 1r No, i2"5 B.pirelh alt_ zo gm? ► PAffilest cativo' 0 P8 E ail a cgot o tRI2 O • aoo o o ti _,sd COMP-ANL\W13-49EC0} U J J N 2 W w cri COM F, oo dM Z [i m o�-�� Urw W 0 FAX (305) 885-5902 G O 0 v v O F xN_ F 1 0 z a O V 0 O O tV m 0 date: 0g-27-13 <i 1 dr. by: HAMID drawing no. W13-49 (sheet 12 of 12 NOT SUBDIVIDED (GOLF COURSE) X---X---X---X-X_ 70.00' N73'23'54"E P./ I01/2 , 00, Nor iG°C FSUeO/ 1/ OOVRS� D O O 0 (V ' W� a NO 7. ""- �GOCF Oe&jV/O � ; °O° VS ) o Pip NOD 2.• o 205.20' Notes: 1. Underground utilities, footings, and/or underground encroachments are not located on this survey map. 2. No instruments of record reflecting easements, right of way, and or ownership were furnished to this surveyor except as shown. 3. Elevations and vertical data, if shown are referred to N.G.V.D. 1929. 4. Unless otherwise noted record and measured data are in substantial agreement. 5. The Street Right -of -Way abutting this property are physically open unless otherwise noted. 6. Fence ownership not determined. Apparent fence clearances and/or encroachments are noted by visual means only. 7 Set Iron Pipe or Pin with cap #6442 (18" In length by 0.2 square inches, minimum) at all comers unless otherwise noted. 8 Not valid without the signature and the original raised seal of a Florida licensed Surveyor & Mapper 9. Legal Description provided by the client. This survey does not determine or imply ownership. 10. Examination of the abstract of title will have to be made to determinate recorded instruments, if any, affecting this property 11. This survey is exclusively for the use of the parties to whom it is certified Legal Description: Lot 11 and a portion of Lot 12 of CORRECTED PLAT OF GOLF VIEW ESTATES, according to the Plat thereof, as recorded in Plat Book 41, Page 58 of the Public Records of Miami -Dade County, Florida; said portion of Lot 12 being more particularly describe as folllows: Begin at a point in the intersection of the right-of-way line of NE 105 Street with the division line between Lots 11 and 12 of the said CORRECTED PLAT OF GOLFVIEW ESTATES; thence run N 47° 57'25" E along the said division line between Lots 11 and 12 for 194.12 feet; thence run S 33°19'09" E along the Northeasterly line of said Lot 12 for 83.67 feet more or less; thence run S 67°48'35" W for 205.20 feet to a point in the right-of-way line of NE 105 Street, said last mentionedpoint being the mid -point along the 35 foot frontage of Lot 12 as platted; thence run North along the said right-of-way line of NE 105Streetfor 17.50 feet to the Point of Beginning. Lying and Being in MIA/vil SHORES VILLAGE, Miami -Dade County, Florida. N67'48'33"E ,p�, O,cs 4i,/ 2 ES ouNDAster SURVEY SCALE: 1" = 30' Property Address: 671 NE 105 STREET Miami Shores, tL 33138 Certified To: Robert Moreno Flood Insurance Rate Map (FIRM) Information: Community Number: 120652 Suffix: L Zone: X Panel Number: 0306 Base Flood Elevation: NA Panel Revised Date: 09-11-2009 Index Date:09-11-2009 PREPARED BY: Jose Perez 12361 SW 251 Street Homestead, Fl 33032 Telephone (786) 546 4791 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. by: Jose Perez Signature/ Reg. Surveyor & Mapper LS # 6442 Seal Date State of Florida Field Survey Date: 06-01-2015 # 107215 LEGEND AND ABBREVIATIONS Z 1 sheet 1 of 9 ) SERIES 600 ALUMINUM OUTSWING ENTRANCE D001; SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. 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). 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON 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 OUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 1/8" HEAT STREN'D. GLASS .090" Interlayer Bata cite PVB By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'Cr 1/8" TEMP. GLASS 5/16' AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS z (13 3/16" HEAT STREN'D. GLASS .090" Interlayer Butocite PVB By 'Kuroray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 0 GLASS TYPE 'G2' SILICONE DOW CORNING 899 SETTING BLOCKS AT LAM. GLASS REQD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ST. STEEL METAL SPACER GLASS TYPE `G3' 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 ANNA() CIVIL FIA. PE it 70592 CA.N. 3538 42015 i'RODUc r REVISED ea terp/yleg wilt tbt Florida bolding, Code 15»601 Ateepteece Ne 3 } • torketieuItisMit 2e, 2a1g M 1 �+r,.-+ I �t�., vc ILii►srtWolf PredictCe+erot b pt g a O Q W � to bt Vo cYRW2 b0ao o 4 ;'a < w 11 2 yzu COMP -ANL\W12-0BECO S N 0 rn Csi 0 J i- (-1 C 0 m 0 a 0 N 0 g 1 D. a 0 v '5 0 0 .c m O • M drawing no. W12-08 5" MAX. HEAD/SILL CORNERS SURFACE APPLJED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 3/4" MAX. FRAME WIDTH 12" MAX. rOLL LAMINATED GLASS FRAME WIDTH I LEAF 1 WIDTH FRAME HEIGHT EXT (+) INT.(-) 39-3/4" 37" 98" 70.0 n / II / II II I 1 A / / \ \ /I1G I 1\ I O11 II 1 //. 1 I / 1 / f// 11 n \ \ \ U n !� II -ACTIVE I -_1 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH (X) LOCK OPTIONS #1 OR (2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION DOORS LOAD CAPACITY — PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH I LEAF 1 WIDTH FRAME HEIGHT EXT (+) INT.(-) 39-3/4" 37" 98" 70.0 75.0 5" MAX. HEAD/SILL CORNERS 1— z w z w M rn to co 0 0 O 76" MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 12" MAX. HEAD - SILL l 1 1 (1, J,I 1 • I / I I / 1 / / 1 / 1 / /M /1y LL IT 1 ===X312=== \ \ \ LOCK OPTIONS }}1 OR #2 \ (OPTION 2 SHPWN SEE SHEET 7. FOR DESCRIPTION 1/ rr� • / SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED INACTIVE 1 1 26 15/16" D.L. OPG. / l ACTIVE 1 1 26 15/16" OPG. 37" MAX. 1 (XX) LEAF WIDTH DOORS LOAD CAPACITY — PSF DOUBLE (XX) DOOR OIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 76" 37" 98' 70.0 75.0 GLASS D.L.O. DIMS. 0.1.0. HEIGHT = FRAME HEIGHT — 11.125" O.L.O. WIDTH (X DOORS) = FRAME WIDTH — 12.813" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. (O 37 3/16" MAX. FRAME WIDTH 5" MAX. HEAD/SILL CORNERS 12" MAX. HEAD SILL z V' X-- w 1Y h co a O J T sl ----Ii----- /17 �. /1 �Ir ===fit==== I I I I 1 1 Io 1 -T+ 1 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC —219 32 3/4' D.L. OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY Engr: JAVAD AHMAD CML FIA. PE # '70592 CA.N. 3538 06.4 2015 w w z U r Q g N 4�G7CC4 iE ceo o Md ph 2 0 4 O 3 N O 0 v z w N J 0 rn 11J 0 ,C 0 In 0 PRODUC I' REVISED as corsplyl$g with the Ftorldr 1511161°A � No 1Q-41)3* 13 0_ aspic -Also Date 312A`t‘t 5 >o U P44'"Ag"-CL)J .o 5 oded 4' 8 0 8 0 8 drawing no W12-08 (sheet 2 of 9D J DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELITE SIDELITE WITHOUT FRAME WIDTH FRAME HEIGHT REINFORCING INCHES INCHES EXT.(+) INT.(-) 24 75.0 70,0 75.0 30 75.0 70,0 75.0 36 82 70.0 75.0 37 75.0 70.0 75.0 42 88.1 81.7 68.1 24 86 70.0 75.0 30 75.0 70.0 75.0 36 66 70.0 75.0 37 75.0 70.0 75.0 42 75.0 81.7 66.1 24 66.1 70.0 75.0 30 92 69.8 69.8 36 6913 64.1 64.1 37 64.1 63.3 63.3 24 63.3 83.3 63.3 30 98 57.8 57.8 36 75.0 53,1 53.1 37 70.0 52.4 52.4 SINGLE SIOEUTE WIDTH DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 88.1 81.7 66.1 24 30 36 .37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 3092 36 37 70.0 75,0 70.0 75.0 89.8 6913 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 38 37 63.3 63.3 70.0 75.0 98 57.8 57.8 70.0 75.0 53.1 53.1 _ 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS REQD, SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) 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.L.O. DIMS, D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 5" MAX. 4 HEAD/SILL CORNERS 148° MAX. 3" © TYP, 11111.11711 0 SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. CLUSTER OF (4) ANCHORS AT HEAD/SILL 0 32 3/4" O.L. OPG. SIDELITE FRAME WIDTH MAX. 12" I n / II II / I I I 0 / 1 Y1 / / I' . , 4 1 \ \ \ / LOCK OP3♦0 #1 OR/#2 (OPTIoN 1 SOH SE'y SHEET .1 Fli DESCRI'TIOP cl 0 O / S INACTIVE 26 15/16" D.L. OPG, 1/ .41 ACTIVE 5 26 15/16" D.L. OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) SEE CHART AT LEFT 0008 FRAME WIDTH (OXXO) 4 PRODUCf REVISED as complying will Ik Florida Iwlding Code AceeWsocc IVa 1 0 0 + 'C. B>pIraft Dole MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100,72 SQ. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVA!) AHMAD CML F .PE# 70592 AN. 3538 042015 oa 03 N J 0. U C v C0 8 �. J ai 0 0, N L 0 a C 0 v .D U1 14 a 0 a 8 w a n 0 0 N 0 r v 0 0 0 O C 4 0, () 0 io Y. a • drawing W12--08_ [sheet 3 of 9j 0 no.� sheet 4 of 9 ) 9/16" MIN. THROW BOLT PENETRATION 00 o) x W TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SHIM SPACE GLAZING OPTIONS SEE SHEET 1 00 1/2' MIN. THROW BOLT PENETRATION 5 to TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ce 0 6 EDGE GIST. 4 s' a LJ PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. g e � z TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE r18. 1 lithh ii TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHQRS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #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. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. EDGE DIST. METAL STRUCTURE ce 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI—DADE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE N.A I1 Engr: JAVAD AHMAD CML PE fi 70592 N. 538 U 4 ZIP.) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING o N Qd cg 0• w IL fg o O U 4 VCL •421 o 01 M o • gs� J Vas j Q w 2 f" PROIUC 1 (REVISED M tofMpiy1og wltb the Florid', Aaep$aoce No 1S.0601,•11+ eeR>pir,rtln D*te "412414i" 13.iimLetNA'cisq••r DOOR 312414i t DOOR DETAILS O w CO 0 N a. 7 0 N O N O 8 0 0 0 0 y 0 v re a C 0 40 0 0 '0 N 0 0 0 0 0 N N O 0 m 0 N_ i • n 5 drawing no. W12-08 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1BY , WOOD BUCK METAL STRUCTURE SEE SPEC SHEET 4 1 /4" MAX.. . SHIM TYPICAL ANCHORS • SEE ELEV'-i.'•' FOR SPACING s. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1 /4" MAX. SHIM 16 INACTIVE LEAF 2BY WOOD 8 CK OR WOOD STR TUBE EE NOTE HEET 1 ACTIVE LEAF z 0 g tea of 0 o a( crgo ▪ ai Jaron Q b�� N 0 0 C • a 8 LEAF WIDTH LOCK OPTION #2 EXTERIOR LEAF WIDTH 2 POINT LOCK ASSEMBLY 76" MAX. DOUBLE 000R FRAME WIDTH 4 POINT LOCK ASSEMBLY En9r: JAVAO AHMAD CML FLA. PE / 70592 A.N. 3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUC P REVISED as complying whit the Florida bolding Cod* Aceepls ice No 1t DI Ce1b'Nba Date_ 12o1. S NMI/ PcmliciComiral 0 N LLI }w coM 0 0M Z 3� Z o ma O -L.0 W o 0 FJ rn rn N N 8 C 0 ., .0 U 1, v 0 u [05. la U 0 ) • 0 0 0 0 O C 0 8 EXTERIOR DOOR DETAILS drawing no. W12-08 (sheet 5 of gD TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. • SHIM .0-- 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY / WOOD BUCK fi R 0 w v •0 ••o • w TYPICAL ANCHORS SEE ELEV. FOR SPACING • EXTERIOR O.L.O. METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH GLAZING OPTIONS SEE SHEET 1 2 w s 1/4" MAX. • •. SHIM #12 SMS AT 5° FROM ENDS AND 11" O,C. MAX. REINFORCING AS REQD. SEE SHEET 3 PRODUC 1 REVISED as complying whit the Florid& bidding Code Acceptance No %S—t, td;;f EapirMfon Dote '3I Z."M Mat w rn TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR LEAF WIDTH SIDELITE WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH c 0 MAX. UNIT FRAME WIDTH 8 Engr: JAVAD AHMAD CML FLA. PE A 70592 C A.N. 3538 64.2015 a • 4• . a.. EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SIDELITE DETAILS N 0 drowing no. W12-08 (sheet 6 of 9 ITEM iI PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-16 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-16 - 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-T8 - 8 E608 - LEAF WSTRIP ADAPTER 6063-16 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-16 - 11 E811 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 -- 13 E613 - LEAF CLAMP 6063-16 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-16 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) 6063-16 - 16 E616 - SNAP COVER 6063-16 - 17 E613 - BOLT SUPPORT 6063-16 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 - FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULUVAN & ASSOC. 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618 -KN -3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SIUCONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLO1RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO IWB - 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 80±5 35 - 2/ UTE SETTING 8LOCK. 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. Engr: JAVAD AHMAA CML FLA. PE U70592 C N. 3538 47.015 0 U w co 0 0 esea 0 PRODUC r REVISED es eonplylaeFlorid Inklingck AeasS ee No 1 S-003" 13 Esph+Ulos Date 1.124 111. fir! Ns* t • Cee▪ tr l � U o ce Jtocn I S co a � f°Lio A tar" W v a 0o 71 SI ,�n o Maw G O d w 0 .0 0 0 g 0 0 .0 drawing no. W12-08 sheet 7 of 9 LOCKS: OPTION #1; ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM JNACTNE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK 8Y 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM -/ R\ 111 T / / / \ / / // / /2 i // \ \\ \\ /r i) ),,, ACTIVE HINGES: 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #2; 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 111 T / / / / / / / / / /2 i // \ \ \ \ \` i / V 7 \ \ \ \ \ \ \ / / / / / / INACTIVE ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #2; 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 Eng r: JAVAD ANIAAD CML FLA. P I 70592 CA38 �0V3 PRODUC P REVISED as amply/its wltk the Florida Inglibis Aeapta eho I S-CiLb.. I; &phi* . Date 1. 201141 Catdrd m4 U z 0 og 61 a m 0 o Q 0 w 8 N C-0 W W VI J J In f03 3 �n O o "' z - r. o -4-J U .=w W rnM 3 w m 0 M 01 N o 0 0 a U N N U a >, p 0 0 i g N 0 0 V drowing no. W12-08 (sheet 7,1 of 9 T / / X // / / // ll� \ // it \ \ \\ \\ \l/ ACTIVE `,, Eng r: JAVAD ANIAAD CML FLA. P I 70592 CA38 �0V3 PRODUC P REVISED as amply/its wltk the Florida Inglibis Aeapta eho I S-CiLb.. I; &phi* . Date 1. 201141 Catdrd m4 U z 0 og 61 a m 0 o Q 0 w 8 N C-0 W W VI J J In f03 3 �n O o "' z - r. o -4-J U .=w W rnM 3 w m 0 M 01 N o 0 0 a U N N U a >, p 0 0 i g N 0 0 V drowing no. W12-08 (sheet 7,1 of 9 X /IIV // it \\ / \ / \ / \ / \ / /2 \ \\ .1 / \ / \ / \ / \ / \\ 1// INACTIVE W ACTIVE Eng r: JAVAD ANIAAD CML FLA. P I 70592 CA38 �0V3 PRODUC P REVISED as amply/its wltk the Florida Inglibis Aeapta eho I S-CiLb.. I; &phi* . Date 1. 201141 Catdrd m4 U z 0 og 61 a m 0 o Q 0 w 8 N C-0 W W VI J J In f03 3 �n O o "' z - r. o -4-J U .=w W rnM 3 w m 0 M 01 N o 0 0 a U N N U a >, p 0 0 i g N 0 0 V drowing no. W12-08 (sheet 7,1 of 9 4.000 r-1.750 I .078 .519 IQ -.394 .130 13 [Q o o L I .625 L��i�-j7 .803I .803 .050 .803 .045 r.n N .078 L RPORATION 'DEVELOPMENT FAX- (305) 262-6978 COMP—ANL\W 1.6251.045 j4.0311.047 1.047 1._ 1.172 I..- 2.062 J ----rr 4.750 14 GLAZING BEAD 0 GLAZING BEAD 15 GLAZING BEAD CO5/16" CDOOR FRAME HEAD/SILL GLASS 7/16' GLASS INSUL. GLASS 0 1.5071 0 z 4.000 vil 1.507 gi 0, � ; 0 7 LEAF TOP/BOTTOM RAIL 0 aag 0 4 ti ., 1.525 Ie 130 n Q 4.719 .078 078 W� o {L z J g Ac� S' 3.719 4.781 III> _Q C(th $ P d 1.750 ( - .078 1.507 I 1.500 U 8.250 o a, 7.531 r.312 r -I I 4.000 0UTSW'IG ENTRANCE 0001 CAN SYSTEMS, 06 STREET 33178 5299 FAX (305) 885• LEAF HINGE STILE .062 ?ROOK r REVtsVle II - � 1.507 - a tonlinying with She Florida 1.750 5.344 4.000 LEAF W STRIP ADAPTER Ae inx ptisce . AcecpWcc Nu,C-pi[S •!3 q IGaperatiO.a.Sc . 3I�1 19 ( ` SIDELITE TOP &BOTTOM FRAME 094tCM�Nd 1.750 c Q 0 1 2.081 1.507 L-1.750 .312 ri• n Z LL .442 2 .078 .329 ro 3 Z - 1.584 .078 9" BOTTOM RAIL 12 Q 1.812 10 LEAF LOCK STILE . -1.5o71 LEAF ALIGNMENT BRACKET `^ J Wrnm w -1.750 ¢ .281 FRAME COVER 5.344 ,r 1 j 375 W_ t� I.687p 050 I 1.197 1.507 1.750 2.081 3 .719 1.574 / I .125 3.781 •125 -iption MICE 1143 SM i 4NGE THIS Si P - x.078 8 .154 /.- L N � tl 6 4.000 11 $ 16 SNAP COVER LEAF ASTRAGAL STILE 13 LEAF CLAMP , HINGE BACK-UP PLATE 9.000 1 1.500_1 r i .50.1 719.719 8.281 -1 1.2504.- 18 c o N`rIF v 7 p gi 0 8 o 0 SIDELITE MULLION REINFORCING 0 m 0 r625 N .078 Engr. JAVAO A11MA0 CML n scale; 3/8• fl Jr. by. HAMID 4.000 d I1.625 4.000 4.188 FLA. PE 70592 C.A.N. 538 ei .078 2.097 r 1.5071 \ .078 - drawing 41 0 4.000 p ��` 2��� no. 0 DOOR FRAME JAMB () SIDELITE FRAME JAMB W12-08 SIDELITE 9" BOTTOM FRAME SIDELITE SLIP ON JAMB _CIO (sheet 8 of 9 DOOR FRAME CORNER LEAF CORNER SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER Engr: JAVA!) AHMAD ML FLA. • a f 70592 CA.. 3538 Ira/ .20I5 PRODUC r REVISED aseoapglKwith the Florida W ass CodeActeolsoc, WV 1 ▪ rttw• t l9 Ir 0 oM Q LL ti VVV 7 rl 00.44 0"00 LLLz2 g 4ti 0 U 1 J o z J N LI toH w 8 to ceco S(or';; o 04 04 CD 0 o " m.0 j) Z co coo co W Q d' v U ow 1 W o) .2 1- N c 0 U) L 8 c 0 a v Vl W 'O .D 0 O 0 0 [V to 0 O 0 0 ,c U en 8 0 drawing no. W12-08 sheet 9 of 9 -1.608 --{ 1.813 .875 .062 2.750 FRAME HEAD/SILL/JAMB 0 FLUSH FRAME ADAPTER 1.750r_ j .s,�3 d,l803 II 6. .050 � • GLAZING BEAD (3� .375 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 BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED 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 OESIGNEO 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 15 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. FALSE MUNTINS (SURFACE APPLIED) OPTIONAL WINDOW WIDTH . D.L. OPC. } 5 t4 8" MAX. HEAD/SILL CORNERS 4 th r EL FF t- t _ 12" MAX. HEAD/SILL TYPICAL ELEVATION GLASS D.L.O. DIMS. D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" D.L.O. WIDTH = WINDOW WIDTH -- 3.625" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD A -WAD CML FLA. PE 70592 C.A.N. 38 10 2015 co • • • • •• • • •••• •••• • •• •• • • • • • •• PRODUCT REVISED as complying with tha Florida Building Code w.4 i5. 2d Acceptance No ' 2019 E c iratiun Date By Miami odact C I o }: o I • t go o . O aQQ p aw• NLL rL Z ,A Li 4U1t r4 CO in G 0 .5 L. C 5 l- 0 1 I Ma �? 8 0 drawing no. W09-20 (sheet 1 of 5 •• •• 0 a 0 ra • • • • 416 414 N 6 46. m R• •• MA n 0 0 • a of c 4 m u 3/16" ANN. GLASS 3/18' HEAT STREN'D. GLASS .090" Interlayer .090" Interlayer Butocite PVB SentryGlas By 'Kuraray Americo, Inc.' By 'Kuroray America. inc.' 3/16" ANN. GLASS ,-3/16" HEAT STREW!). CLASS rn SILICONE DOW CORNING 899 GE SCS 2000 GLASS TUT 'C.' WINDOW WIDTH L r. -WINDOW WIDTH ct I • I § I I AT 1/4 POINTS l 8 ON LITES WIDER THAN 36" ONLY 18 X 1--1/4" SMS AT 3-1/2" FROM ENDS AND 10" 0.C. MAX. z to OA tn GLAZING OPTIONS WINDOW WIDTH4 0 I� r' li Ti•rLiiQFJ�/ 8 X 1-1/4" SMS AT 3-1/2" FROM ENDS AND 10" O.C. MAX. SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'D' t WINDOW WIDTH WINDOW WIDTH 1 4 w 1 WINDOW WIDTH WINDOW WIDTH II WINDOW WIDTH, 0 0 z AT 1/4. POINTS ON LITES WIDER THAN 36" ONLY 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 LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD CAPACITY - PSF WINDOW D1MS. GLASS TYPE GLASS TYPE 'D' WIDTH (W) (LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1 NT.(-) 24" 30" 36" 42" 48" 54" 60" 65" 72" 36" 75.0 50.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 75.0 80.0 80.0 90.0 90.0 75.0 80.0 80.0 90.0 75.0 75.0 75.0 80.0 80.0 80.0 80.0 90.0 80.0 90.0 80.0 90.0 75.0 80.0 80.0 90.0 24" 30" 36" 42" 48" 54. 801 66" 72" 48" 75.0 80.0 75.0 80.0 80.0 90.0 80.0 90.0 75.0 75.0 80.0 80.0 80.0 90.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 75.0 80.0 80.0 90.0 90.0 75.0 75.0 80.0 80.0 90.0 76.6 80.0 90.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 60' 75.0 75.0 80.0 50.0 90.0 80.0 75.0 80.0 60.0 90.0 60.0 90.0 75.0 75.0 66.8 60.2 80.0 80.0 80.0 90.0 80.0 71.3 80.0 90.0 90.0 64.2 80.0 90.0 60.2 84.2 80.0 90.0 60.2 64.2 80.0 90.0 24" 30" 36" 42" 48" 54" 60" 72" 75.0 60.0 80.0 90.0 75.0 75.0 80.0 80.0 90.0 80.0 75,0 80.0 80.0 80.0 90.0 90.0 75.0 76.8 65.5 71.3 80.0 90.0 80.0 90.0 60.2 64.2 80.0 90.0 24" 30" 36' 84" 42" 48" 54" 24" 30" 36" 96' 42" 48" 7® 75.0 70.0 80.0 80.0 80.0 70.0 80.0 80.0 80.0 90.0 90.0 90.0 80.0 90.0 65.6 64.3 65.6 80.0 90.0 64.3 80.0 90.0 75.0 80.0 80.0 90.0 75.0 75.0 80.0 80.0 90.0 64.6 76.2 80.0 64.6 50.0 59.9 59.9 80.0 90.0 90.0 90.0 24" 30" 36" 42" 106" 75.0 75.0 74.5 80.0 80.0 90.0 80.0 80.0 74.5 80.0 90.0 90.0 61.5 61.5 80.0 90.0 24" 30" 120" 36" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 DESIGN LOAD CAPACITY - PSP 'WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) WT. (-) EXT.(*) 1NT.(-) 26-1/2" 75.0 80.0 80.0 90.0 37" 75.0 80.0 60.0 90,0 53-1/8" 26" 75.0 80.0 80.0 90.0 74" 75.0 80.0 60.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 37"38-3/8" 75.0 80.0 80.0 90.0 53-1/8' 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 37"50-5/8" 75.0 80.0 60.0 90.0 53-1/8" 71.3 76.0 80.0 90.0 74" 71.3 73.1 80.0 90.0 26-1/2" 75.0 50.0 80.0 90.0 37' 63" 75.0 80.0 80.0 90.0 53-1/8" 67.9 72.5 80.0 90.0 26-1/2" 76.0 80.0 80.0 90.0 37" 76" 75.0 50.0 80.0 90.0 53-1/8" 87.9 89.9 80.0 90.0 L J 1 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. • • • • •• • • .•• • •••. • .. .. • . " • • • • . •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). Engr: JAVA!) AHLIAD CML FLA. PE {i 70592 C.A.N. 35j36 JUOLY20i5 PItODUCT RBV4SHD as complying with the Florida BuildingCodet n j� Arceptonoe T+ID '' l:x :nil ion Date , Mid SO t� 11y ,Ilii a!! NI;t ,ti ' 3ric 'roduct Con' • W a� Cg O 1 O ,von 0 01 • aao • 482 Q aur �_ Q 6iqz 1 COMP-ANL\WO .1 x d W O'LJ W aco Q ,01'7) r') ifs a j � z o W 0) 1w- � •••• Si M 0 . I a 9 1 t ) drawing no. W09-20 (sheet 2 of 5 ) 4 1BY_ WOOD BUCK •44 a a 4 . • N ' 4 4 4 4 • dA TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 A z 1 0 0 •1 I i1 It 1 11 1i It 1t tra li 1 ii 11 0 4 4 a. 1 1 z N TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 S N 1 MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA i 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. v, 1BY. WOOD BUCK a. • TYPICAL ANCHORS SEE ELEV. FOR SPACING 2B 00D BUCK OR WOOD TURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fuc177 KS1, Fy=155 KSI) INTO 20Y 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 414 SMS OR SELF DRILLING SCREWS (GR4DE 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 7 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. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Engr: JAVAD AHAWAD CML FLA. P . 70592 C.A. 38 JUL • • • • •• • •.•• • •••• • .• •• • • • • • • •• PR(ODUCI REVISED as complying with the Florida Building Code �g� 1,71w J Acceptance Na E pirntian Dale L�1i.'�� Miami • edo Pm4act' f , [fa 4`11 Z 2 Itli ir 1. 0og v" 01VM 0 0 4 la E2 ix 2,1 J 5at (ma(yy ,. 0 cNi8 a U w 4 0 J — 1 n }. w 1.6 VI Ile co O017) o 174 Oj Z� 2 w-.1 •e—. c 0 L co 12)v • 4 N a a 0 47, • • •• • Oa CO O • 8 drawing no. W09--20� (sheet 3 0f 5 ; ITEM jt PART # RBQD. DESCRIPTION MATERIAL, MAN P./SUPPLIER/REMARKS 1 FY301 2 AS RECD. FRAME HEAD/SILL/JAMB 6063-T6 6063 -T6 - 2 FY302 GLAZING BEAD - 7/16" GLASS - 3 4 FY303 AS RECD. ANCHOR COVER 6063-T5 - E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-5O 1 GLASS SPACER - 1/8" HIGH SIUCONE FRANK LOWE 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 8 FYI 20 - FLUSH FRAME ADAPTER 6063-16 OPTIONAL - 2/ LITE SETTING 8LOCK EPDM DUROMETER 8515 SHORE A TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA 1/8" THK. ALUM STRAP TYPICAL ANCHORS f SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH RECT. OR SQUARE WINDOWS 1/4" MAX. SHIMS WELDED JOINTS CIRCULAR WINDOWS MITER CORNERS CORNER DETAILS TYPICAL ANCHORS r— SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Engr: JAVAD AHMAD ML FLA. 70592 C.A. 538 EXTERIOR O.L OPG. 18Y WOOD BUCKS PRODUCT REV INRD ea complying with clop Florida Building Code Acceptance No IJr �-O l5:10 Rx • iration Date 8 c a ,/ of I' N crn Lr) oci pi. a W M 3 }�.w l N I -o0 n_ 1 �M m rn ,V) O 0 M vN► r I c. J a I r d c tiJ o Ls1.••• • 'r • s.•••j •••• • •• •d •• • • • • • •• Hy Mi ade Product WINDOW WIDTH 1)0 2015 C 0 ,••• • • 0 • 0 ed c • • •• • •g • N o 0- o • ►.l. 0 0 F O 0 0 M 1 el 1N c� 0 ••..b' S E drowing no. W09-20 rsheet 4 of 5 'I ALT. ALT. s. • a: -isiminewa Iwo_ 04. TYPICAL ANCHORS SEE ELEV. FOR SPACING 'r?PlCAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE \ »—_-:: �u ►SNI TYPICAL ANCHORS SEE ELEV. FOR SPACING A cn MIAMI-DADE COUNTY APPROVED MULUON do (MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVA, AHMAD CML FLA. P # 7Q592 C.A. 3538 u 6.0 102015 PRODUCT REVISED as complying with the Florida Bui [dam Cody Acceptance No M"cdZ i expiratinn Date Hy adeProduct • • • • •• . •. • . • .••• • •• •• • • • • • • • •• IO 4•91 gE 09 A aE e ot = F. 0) patio O oi QBE c FAX (305) 885-5902 0 U W ..a .• . 0 10 •. • r.,. • 6 z u O •:i 9 a 6 1 V • •• l• 2 O•• t03 CO o._ 0 0 O r tri 0 4 ID O r k! u a� _al t r drawing no. W09-20 ;sheet 5 of 5 ECD—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 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. ALL SIIIMS TO BE IIIGII IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER EIISSIMIIAR MAMMALS ALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THESE WINDOWS ARE RATED FOR l ARGF & SMALL. MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 0 i/6" HEAT STREN'D_ GLASS .090" Interlayer DuPont Butocite PVB By 'Kuraroy Americo, Inc.' 1/8" HEAT STREN'O. GLASS SILICONE DOW CORNING 899 r L 0 iY I- IA GLASS TYPE 'A' z s MAXIMUM DESIGN LOAD RATING W + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF 1/8" TEMP. GLASS 3/8" AIR SPACE \-1/8" HEAT STREN'D. GLASS .090' Interlayer DuPont Butocite PVD \_EBY 'Kuraray America, Inc.' 1/8" HEAT STREW °. GLASS SILICONE DOW CORNING 899 0 w IV GLASS TYPE `AA' r AT 1/4 POINTS ALL SIZES SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLAZING OPTIONS FAL Sr MUNTINS (SURFACE APPUED) MAY BE USED 37" b — WINDOW WIDER 35" VENT WIDTH 29 3/8" 12" MAX. HEAD SILL r. m 7" MAX. -" HEAD/SILL CORNFRS TYPICAL ELEVATIOp 3/16' HEAT STREN'D. GLASS .090" Interlayer DuPont Butocite PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'O. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'R' PRODUCT REVISED es complying with the Florida Buil dlrng Code ACcepIMMC0 $lo iretion Date Co 6 POINT LOC}< LOCKING POINTS SEE CHART • • • •• •••• • •••• NO. pr. • WDW. HEIGHT KEEPERS, • UPTO AT SASI- • 26" .••• • 36-3/8" 3••.. 50-5/8' 63' 4' • 76' 06. °10 "Irte0ed_ f ' BY /-0 oudPtodUctConuoli NO GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC --219 .• Engn JAVA[) AHMAD CNIL FLA. PE ;f% 70592 CA.ri.I 3536 -.j,11.4:2 2 3 2015 0 0 w 0 J 3 V� W Lg 0 0 0 N 0 co O 6•N7• ami • •a U -E•"' d W rn7 C 0 0 .3 • • ) • • •• • 0.1 V) n 0 n 0 0 m 0 ri (.40 0< m 0 0 W ,. Q I ry ill 0 I CV 0 ,; ii .a e U L Y 1 drawing no. ' W1 1-05 (sheet 1 of 6 1F EDGE GIST. TYPICAL ANCHORS SEE Ft EV. FOR SPACING 0 lit 44 . 1. • - e TYPICAL ANCHORS SEE ELEV. FOR SPACING _1BY W000 BUCK N x Cn EDGE Dlsr. 1 METAL STRUCTURE lir TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DAOE COUNTY APPROVED - MUI LION & MUILION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND MFTAI STRUCTURE NOT BY ECO Wf)W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1BY WOOD BUCK • EDGE DIST. . vo ' • • PRODUCT REVISED • ac complying with We Florida TYPICAL ANCHORS ` Building code SEE ELEV. Accepete1oo N FOR SPACING Expired Din 1 N ul EDGE DIST. n 0 ___--,...1N- ' I -,,,, D0 , -1 N a / INth �; NU LI it 1YPICAL ANCHORS SEF FI FV. FOR SPACING vrt x N TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL./JAMBS) TFIRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRt=.1 E (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" TI IK. MIN. (Fy = 36 KSI MiN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") (NO SHIM SPACE) 91 M O t- • D. • O egoJW li ▪ Q O � • GPS Q W:o R1 Q eL‹ Mo• mA et N - O 0 w Ln n ▪ • J . () L J iu W 2 f�1 YJ W x } w iti V)431.05• M'S. cn ..• .z tpin.o+ 0. O 4..E P _Z L 0 •, . • • 0 7' •±' to 0..... • • . .. ..• • , to 0 .L&. -1 I W of M •... tin • • • — a • 7 r -I' ... .t •• • .. •. . .. . p. • .N 6 L . Uo 2 W 0 W U. Z 0 0 u ii w N 0 U) m rn 07 0 0 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = .5/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS ern- 2000 PSI 0 Engr: JAVA() AHMAD CIVIL FLA. PE j 70592 C.A.4. 3538 MIN. T .0 0 N 0 `l c 0 'D M N 4 0 m 0 0 02-23-11 u T c 3 c 4•N t D. ` V drawing no. W11-05 Csheet 2 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE -SCREEN OPT. MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA 0D) EXTERIOR D.L. OPG. VENT WIDTH WINDOW WIDTH 14 1/4' MAX. SHIMS 1RY WOOD BUCK v v PICAI ANCHORS SEE ELEV. FOR SPACING - 112L.z- 4 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH .9 PRODUCT REVISED es complying with the Ptotda Building Code /� G AcceptancoNo •I.r� ��''��}} .r Vb Ex•iruticmDew •t-f&L- /ee i By 1•4ialni adc Product Control 1/4" MAx. SHIM 2BY WOOD RUC V 0100 STRU URE 1 1/2 Engr: JAVAD AHMAD CIVIL FIA. PF # 70592 C - N. 3536 '. 3 Zlli!�i TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • •• •••• •••• ••• • ••• •••. • •• • •••• • • • • • • r-. r 3, (I) r L /ELI NeI— VJ •(7 fJJ (h• m • •c° • J �•� • t, 4 .d. LL!!JJ •43 • .U.r • ru. • fin LiJ Cr) ...• •I • • , • • 4 w� y � W U u • • .1PCA ED ro 2014 0 0 h 0 ii 0 4- 0 0 tri M 0 od 0 tJ i n 1 n a 1 N . 4 o1 ;75.4v •4 $ O U L . y J LJ., v r — , drawing no.1 W1 1-051 J sheet 3 of 6 ; • • • • • • • •• • • • EDGE DIST. 4 TYPICAL ANCHORS SEE ELEV, FOR SPACING . - • ALT. U'tU TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. rf ri v � V s a EDGE DIS1, A td - 15 a 7 U7 METAL STRUCTURE YPICAL ANCHORS SEF FI FV. FOR SPACING MIAMI—DADS. COUN1 Y APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1- to a • • Cc) A11. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as complying with the Florida Acceptance ing Code .. 04 0 4. .O Builctante No piratian Data . --rte /2o Z 1. . \Alam a ado Pro. uetC9n wI Engr. JAVAD AHMAO C,ML L L4- PE fi 70592 CA.W. 3538 Wit232C15 Z CM 0 01 ti q' QE ft 0e 2 g „, CL0 O 'a q 0 owM O' 0 0 oa..Q a CZ' R LL Zvi_ 0 J l7MQ s Q w 2 14 J • • c. • .. ••.• IC •••:• •••• • •� •••• • Q •• •• 1-0 ••••♦ i/► • • t•--' • {• • • ) 0 U 1.1 0 • • • • . • 0 0. 0 fn 0 HO CHANGE THIS •a •• • •• 0 a g z >, 0 41 L_ 0 -o 0 a 0 of ri pi ui U q G m drawing no. W1 1--05 (sheet 4 of 6 2.750 1.330 0 .500 --.062 .078 2.821 1.893 FRAME HEAD/SILL/JAMB 2.354 - 1.330 2.094 .372 2.813 .896 .062 .719 -1.582 VENT .590 2.688 .062 500 769 2.611 (15) FLUSH FRAME ADAPTER 1 .519 .800 3 .{ . .045 1.047 L t3) GLAZING BEAD (5/16" LAM. GLASS) CORNER KEY .803 �� GLAZING BEAD (INSUL. LAM. GLASS) (� SNUBBER -. FRAME .394- .050 94 .050 1.047 IcB) GLAZING DEAD (7/16" LAM. GLASS) .245 .780 Y .120 L.77 .720 (4) SNUBBER - VENT ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE./STIPPLIRR/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 606.3-T6 - 2 E502 4 VENT 6063-16 - 3 FY108 AS REQD. GLAZING BEAD (5/16" LAM. CLASS) 6063-T6 - 3A F505 AS REQD. AS REQD. AS REQD. AS REPO. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 3B FY109 GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 4 E508 SNUBBER - VENT, FULL LENGTH 6063-T6 - 4A 5 E509 SNUBBER - FRAME, FULL LENGTH 6003-T6 - E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 #10 X 1-1/4'. AS REOD. FRAME AND VENT ASSEMBLY SCREWS - H WH SUS 8 E203 AS REQD. BULK WFATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REQD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFA9 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTFOM STEEL 1RUIH, INSTALLED WITH (2) #10 X 5/8" SOS 11 13096.92 1 MULTI POINT LOCK SYSTEM KEEPER ZA1,lAK TRUTH 12 - 6/ VENT STEEL - 13 -- 1/ VENT 2/ CORNER AS REQD. 3 ROTO OPERATOR ZAMAK/STL. TRUTII 14 PSJ40-SS FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 17 - ANTI SAG SKATE NYLON M&M PLASTICS #10 X 1-1/4" 2/ SKATE 111 5O5 SKATE SCREWS - - 18 #6 X 3/4' AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2' APART, PAIRS SPACED AT 7-3/4' O.C. 19 - 2/ LITE SETTING BLOCK, 3/16" X 3/4" X 4' LONG EPOM DUROMETER 60±5 SHORE A 20 116-50 - GLASS SPACER - 1/8" HIGH SIUCONE FRANK LOWE 21 - - INSUL. GLASS EDGE SPACER ST. SIEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MLR TIPOINT LOCK SYSTEM #13096.92 BY ' TRUTH' AT FRAME JAMB I OCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK DAR SECURED TO JAMB WITH LOCK GUIDES #33459.00.0001 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 SPAS 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 BO11OM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI -SAG SKATES: VINYL ANTI -SAG SKATES BY 'M&M PI ASTICS' (2) AT LOCK STILE AT 6--3/4" FROM TOP/BOT TOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. PRODUCT REVISED ILs complying with the F1ulida Building Cade 6-0406d0 Acccptanco 3o E itation Dim • -IL L"/Z4e j By at!. / r ',4ivnl It de Product Co trot do Engr, JAVAD AHMAD CML FIA. PE p 70592 C.A.N. 3538 UN q 2015 • • • V• • •••is • •••.1 • •• •1 O 1- Z w aF. p- O r O 13 . vQ M o O 6' 2 O 4 • Ear ..�Omz a c" w 1- w 2 } en .n ••..71 • • 1- • • • •• • In rvisians: U J J • vn Ll as 0 0 tro ri 0 0 a CO L] O W I Q S 2 ai o • u •„ drawing no W11-05 (sheet 5 of 6 .c VENT CORNER PRODUCT REVISED as comptyin@ with/� _.thc Florida lluitding Codc f j4 064.0 A cei+tw o No ti•r' V�•�' Ex imtionDatc 4z -01G_ By .J eAL._i. Miami o a• o Product Co FRAME CORNER Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 338 (AU 2 1015 ;J • • • •. •••11 • ••••. • •• •I ••••■ • • • • • •• • • ••• • • U • hi- r„ N al Cr N Ln N rc IJ I yyq U 0 O z z X ••- •••-7 • O 4Y L C 0 (i ert ea U 0 a tl .O nr M 0 u) ai N 0 O U O W V 0 a n drawing— no. W11-05 1 sheet $ of $ 1 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 SEE CHART N1 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REO UIREME.NTS. SELECT SILL TYPE FROM SHEET 7 AND LIMIT EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. SEF CHART j2 ON SHEET 5'FOR ANCHOR CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 1 THRU .3 SHALL APPLY 10 ENTIRE SYSTEM. DAY.ITE OPENINGS WIDTHS: FIXED STILE—INTERLOCK = PANEL WIDTH -- 7.125" INTERLOCK—ASTRAGAL — PANEL WIDTH — 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT -- 6.50" PANEL HEIGHT - DOOR FRAME HEIGHT — 1.5625" THESE DOORS ARE RATED FOR I.ARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -700 ALUMINUM SLIDING GLASS DOOR 5" MAX. HEAD 1 r� CORNERS FALSE MUNTIN OPTIONAL 5" MAX. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILL REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY CORNERS HURRICANE ZONE (HVHZ). 1BY OR 28Y W000 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 THS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MT:I.T Tl i1 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 13" MAX. HEAD CLUSTER Of 4 OR 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY • 96" MAX. DOOR FRAME WIDTH I, I ===4C====ifi=== I /„ it (D) \ J !f. 31 ===-IF====�1-___ I INTERLOCKS WITH OR WITHOUT fREINFORCING SEE CHART 111 41 3/4" D.L. OPG. 48 7/8" PANEL WIDTH 41 3/4" D.L. OPG. 48 7/8" PANEL WIDTH SILL CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY TYPICAL ELEVATION OX c 0 0 c.7 5 J n n API! row) u tomAin v,lthOhl • )101 MS& IMOCo* • • 'l6A •4 s i rr iu ,'moo :: ;? 1N rs - �. k 2' .-.,2 • • ;'.1 t • • ••.••. • 1. •• •/ ••••I• • • • • • • • • • • •• • TAMINATET) GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engr: JAVA0 AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 olAit • 11971016, /fp- L rn 4) �• • • • • • n •l.• • • • •• • v 0 A 01.16.14 dote; O9-27-13 • drawing no. W13-49 (shoot 1 of 12, 5" MAX. HEAD CORNERS 13" MAX. HEAD 4 3/8" CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY • CA) 0 145 7/15" MAX. 8. DOOR FRAME WIDTH // // ====4,11==== INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 to) FALSE MUNTIN OPTIONAL. 42 1/16" ASTRAGAL D.L. OPG. 49 5/16" PANEL WiDTII 42 1/16" INTERLOCK O.L. OPG. 49 3/16" PANEL WIDTH •� 5" MAX. J L_ SILL 13" MAX. CORNERS SILL i• • • • • TYPICAL ELEVATION oxx CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY Engr: AVOID AHNAD UAL FLA. PE >f' 70592 C.A.N. 15313 Hppre vid aseofnpl}legN(Ib1]ilf tivTida #IdJng Cod* P11141Lar . *•, - � 113b1,11�rl�Rct cts P . y. Pawn)) 1k31. •c c , «: ' • • • •••• • •••• (a!) • • •.•. J •Q c, . r` • , . a •. re • • .La ••• tN, _ 00004 • • • • 4 •••.4 • • • 0 y 45 • r- Th n a T n 1 a u§1 O V -1:18 . t v rarawing _na. > W13-49 sheet 2 of 12) 5" MAX. HEAD I CORNERS 1 CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY 192" DOOR FRAME WIDTH FALSE MUNTIN OPTIONAL. 5" MAX. SILL CORNERS ;,/ 0- 42 1/16" 1 D� O.L. OPG. 49 3/16" PANEL WIDTH INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 42 1/16" D.L. OPC. 49 5/16" INTERLOCK • ' • • • 113" I X.; 'b SILL Z PANEL WIDTH I II I II I I, 11 1 / I C6)-- 4 — — D) ;__ fi I ASTRAGAL INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 INTERLOCK TYPICAL ELEVATION oxxx CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY CA • • • •• ••••4 • ••••i Eng r: JAVAD 71 -INIAD CML FLa. PE # 73592 C.A.N. 3533 • ..•i .•• • •• • • • • • • • • •• Appmortd as complying elthtl'tc Florida i aicUag Owe ri i G %' Miami bad. Pr d Nx t o 0 it" p � h O a8 O og 4 Q�+3� n LL 2 co 2 ..E0� J • ••. • p1• . . 0, 1416 al 01 Ka 7.4 ahQ O)L IF •••• { • • n ..: 0 v N 0 0 drawing no. W13-49 (sheet 3 of 12 0 0 • w 0 r1 OX (SHOWN) xo xx DOOR FRAME WIDTH OXX (sHowN) XXO DOOR FRAME WIDTH CA) 0 0 0 t OXO (SHOWN) DOOR FRAME WIDTH OX XX(SHowN) OX X0 xxxx APPROVED CONFK URATION5 EXTERIOR DOOR f RAME WIDTH DOOR FRAME WIDTH t. EXTERIOR DOOR FRAME WIDTH ASTRAGAL;tr. r, NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABI,E DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET S. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. INTERLOCK INTEIRLDCK EXTERIOR DOOR FRAME WIDTH tl J Fngr: JAVAD AHMAI) CML FLA. PE 7DS92 C.A.M. 3538 i CHART DESIGN LOAD CAPACITY - PSF (GLASS) AVERAGE PANEL MOTH 11ntits ODOR FRAME HEIGHT GLASS TYPES V. t1l. GLASS TYPES 'A' 'Ai' AVERAGE 0008 FRAME WITHOUT REINF. 11TH REINF. PANEL WIDTH HEIGHT INCHES EXT.(+) INT.(-) EXT.(4) INT.(-) SNCHES 30 70.0 80.0 70.0 80.0 36 82 70.0 80.0 70.0 80.0 42 82 70.0 80.0 70.0 80.0 48 70.0 80.0 /0.0 80.0 54 62.2 71.1 62.2 71.1 30 70.0 80.0 70.0 80.0 36 84 70.0 80.0 70.0 80.0 42. 84 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 62.2 71.1 62.2 71.0 30 70.0 70.0 80.0 70.0 80.0 .36 70.0 70.0 80.0 70.0 80.0 42 90 70.0 80.0 70.0 I 80.0 48 70.0 80.0 70.0 80.0 54 30 - - 62.2 71.1 30 36 70.0 80.0 70.0 80.0 36 42 70.0 80.0 70.0 80.0 42 96 70.0 80.0 70.0 80.0 48 71.1 70.0 80.0 70.0 80.0 54 30 - - 62.2 71.1 30_ 70.0 80.0 70.0 80.0 36 98 70.0 80.0 70.0 820 42 98 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 30 - - 70.0 80.0 36 61.5 61.5 - - 700 80.0 42 102 55.9 - 70.0 80.0 48 30 - - 70.0 I 80.0 30 36 - - 70.0 80.0 36 42 - -- 70.0 80.0 42 108 - -. 70.0_ 60.0 48 - - 70.0 80.0 CHART #2 LOAD CAPACITY - PSF (ANCHORS) AVERAGE PANEL MOTH 11ntits ODOR FRAME HEIGHT 4 ANCITORS AT NM. S SIVE MS 6 ANCHORS AT IITG. MILE ENDS Mies ExT.(+) INT.(-) FXT.(+) INT.(-) .30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 82 70.0 80.0 70.0 80.0 48 70.0 75.2 70.0 80.0 54 62.2 70.5 52.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 84 70.0 79.1 70.0 80.0 48 70.0 77.7 70.0 80.0 54 62.2 68.0 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 90 70.0 72.2 70.0 80.0 48 66.1 66.1 70.0 80.0 54 61.5 61.5 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 74.6 70.0 80.0 42 96 66.5 66.5 70.0 80.0 48 60.6 60.6 - 70.0 80.0 71.1 54 56.2 56.2 62.2 30 70.0 80.0 70.0 80.0 36 70.0 72.7 70.0 80.0 42 98 64.7 64.7 70.0 80.0 48 58.9 58.9 70.0 80.0 30 70.0 80.0 70.0 80.0 36 69.2 89.2 70.0 80.0 107 61.5 61.5 70.0 80.0 42_ 48 55.9 55.9 70.0 80.0 30 70.0 75.0 70.0 80.0 36 64.6 64.6 70.0 80.0 42 108 57.3 57.3 70.0 80.0 48 51.9 51.9 70.0 77.9 INTERLOCKS 'WITHOUT REINF. INTERLOCKS WITH REINF. 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' -3/16" HEAT STREN'O GLASS 28) \ 1 SIUCONE !j DOW 899 TjdAs& TYPE 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .090" INTERLAYER TBUTACITE PVB SY 'DUPONT' 3/16" TCMP. GLASS 3/8" AIR SPACE 1 t 3/16" HEAI SIREN'U GLASS .090" INTERLAYER I-SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS x3/16" HEAT STREN'O 01 ASS 0 1 SILICONE DOW 899 l' I f GLASS TYPE 'B' 7/16" OVERALL LAM, GLASS ALL EXTERIOR( +) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 2-3/4'I SILL HEIGHTS. FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF DOORS WITH 1 /6" SILL HEIGHTS ARE NOT APPROVED FOR WATER INFILTRATION RESISTANCE SEE SHEET 7 FOR DETAILS NOTE: SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. AVERAGE PANEL WIDTH = DOOR FRAME WIDTH (MAX. 4 PANEL OR LESS) NUMBER OF PANELS G rn W W u) t, I 0 La 1 A__ SILICONE _� '- O0W 899 / CARDINAL XL ,'"-EDGE SPACER SI. STEEL GLASS TYPE 'AI' 1" OVERALL INSUL. LAM. GLASS 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D CLASS .090" INTERLAYER • • .I •• ) 0 JV g f� .•.• LLI • • • F-- •••• >-is.l•••• (/} Pb0" % Cf Z•• �•� Li •) ( • • • •••t rnJ [euTAcIrE PV8 8Y 'DUPONT' 0,01 3/16" HEAT STREN'D GLASS •� 0 0 r SILICONE DOW 899 !' I GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS AND FLORIDA BMMI.DING COMMISSION DECLARATORY STATEMENT DCA05-DEC-2 1 9 Ir /CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'B[' 1" OVERALL INSUL. LAM. GLASS Engr: JAVA) AHMAD CM L FLA. PE f 70592 C.A-N, 3538 ter •. •• • • . ppmid AS etaivagwIth s Pat Ihat t t in 0 u �1f� r; .I o N N o IV L Y n v drawing no. W13- (sheet 5 of 1492) 1 BY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILOING STRUCTURE. TYPICAL TYPE 'A' -- TYPE '9'— TYPE 'C'— L 1 TYPE 'BI— ANCHORS; SEE ELEV. FOR SPACING — — — — AT HEAD — 1/4" DIA. ULTRACON BY 'ELCO' (Fu=171 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1--1/4" MIN. EMBED INTO CONCRLIE 1/4" DIA. ULTRACON BY 'ELCO' (Fu:=177 KSI, Fy--155 KSI) DIRECTLY INTO CONCRETE 1-1 /4" MIN. EMBED 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI--DADE COUNTY APPROVED MULLIONS (1 /8" THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" IHK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITI I ALUMINUM TO BE PLATED OR PAINTED) -1 - • —AT SILL. 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSi) DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED -- AT JAMBS TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KS1, Fy=155 KSI) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'-- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO Mt.. FAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1 /8" THK. MIN. (6053--T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE _ 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 f'm = 2000 PSI MIN. Fngr. JAVA) A11MAD CML. FLA PE ff -/0592 C.A.H. 3538 • •• ••. ,u •.•• • •.,• • •• •. • • • •• • • ., •• •• ••.) y. • . •• • ,pprurtii as complying with fhe }F.'�lo�rld(Roidles Code + Ale %.:! 421.1:-.11 >`l4A M1atdl Dade 1' l C plr N f 0 I3 n 0 h N Cr? u 1 Fi » xi.. V drawing no. W13-49 (sheet 6 of 12 TYPICAL ANCHORS SEE ELEVS. FOR SPACING PANEL HEIGHT (A) 0 11 I1 t1 i1 -lr 1 BY W0011 SUCK (SEE NOTE SHELL 1) .CONCRETE. - • 3' KSI MIN. 11 I 11 II tl 11 11 11 11 11 1 I� 1 I1 11 11 II 11 ' II 11 11 it I I 1I 11 EI 18 21 TYPICAL ANCHORS SEE ELEVS. FOR SPACING S, t,J %" = 2 i" m �icn _ a MI I ix �„ EDGE DIST. -3-1/8 locI STAGGERED p � el 1—=ffl,L-_`ice , - II NOT APPROVED FOR WATER RESISTANCE TYPICAL ANCHORS SEC ELEVS. FOR SPACING LIMIT MAX. EXT.( -4-) LOADS TO 47.0 PSF LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF N SILL HEIGHT VS WATER RESISTANCE EXT. (+) LOAQ SEE CHART 1 FOR DOOR CAPACITY EDGE DIST. 3-1/8" STACCERED i•riww.rwr��v ��..S\11.1111111 INEkVfl ----- METAL STRUCTURES 1/8" THK. r TYPICAL ANCIMORS SEE ELEVS. FOR SPACING 0 L� MIAMI-DADE COUNTY APPR'D MULLION SEE SEP TC NOA 3„-1 /8” STAGGERED TYPICAL. ANCHORS SEE ELEVS. FOR SPACING WEEPHOLES: W1 = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT AND 36" O.C. J -J ti ea N 8 0 • 0 0 C.3 • • VV) • • •3 •C, o 7,1r tel •• ••••4 • Approved au complying Mai I . •' Florida »ukiing Cade •••• ii Diat { ' :..y. !V AAS • 't.. < r.7 n11aA11» •.. • • • Pineal Cry k...�•�•2 1i 22" FROM ENDS • ••• a •• lerul 1 W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 = 1/4" X '1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. PILE PADS: Pi = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 = SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAO WITH MULTI INTEGRAL FIN 2-1/2" X 1" X 3/8" HIGH P4 = OPEN CELL FOAM • AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/ 16" WIDE X 7/16" HIGH Eng% JAVAD A41.'AD CML Pf # 70592 CAN. 3538 ', tt 0, m•••• • 'ft eR rn 5.41:4 W •4'•gs eTh N 0 cn • 7' X 0 c 0 a-� 4) d d b 0 t,C A 01.16.14 c r, M d drowing no. W13-49 shect 7 of 12i TYPICAL ANCHORS SEE ELEV. FOR SPACING EC) P2 5 0 • >n • > o w v it -M7'1 Irv?, IN 15 1/4" MAX. SHIM REINFORCING AS READ. SEE SHEET 5 FOR CAPACITY PANEL WID!H (D) D.L. CPG. EXTERIOR A.L.O. PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING r ASTRAGAL PANEL WIDTH f 're I V7 /!JJ 29Y WO BUCK OR WOOD STR CTURE SEE NOTE BEET 1 Env.. JAVAD AHLIAD CRQL FIA. PE i 76592 C.A.N. 3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING L a • ` • • •• • • •••. • •••• • . • •. . • • •( . • • • •. can ltl,.n� •ti..;:. F}nt{d 8uk ing Code NOAS 11itu—' ade PrOdna Graassal •'• z ti g g 0u N C O 41 • • • • s•• 0 (.3 C O W ace C U 45.1 • } a 0 O C N N drowirly no. W13-49 sheet 8 of 12, PANEL WIDTH PANEL WIDTH D.L. OPG. D.L. OPG. REINFORCING AS READ. SEE SHEET 5 FOR CAPACITY ASTRAGAL INTERLOCK 17 P3 EXTERIOR P2 T -t) D.L.O. t G PANEL WIDTH DOOR FRAME WIDTH rc TYPICAL ANCHORS SEE ELEV. FOR SPACING AID QUANTITY w M • 0 w META!. —STRUCTURE 1/4" MAX. SHIM Env •JAVA() AHMAD CML FLA. PE # 70597. • C.A.N. 3538 4. . . .. • . .... ••.. . .• .. • • . . .. •. Approved ai complying with Ent Flo1fi418 i1dIng Code lists_ Nam maparQ lhnadact NRtrel LASS DOOR (L.M.I.) 0 a a CA) 0 0 :7 • z• E U•• 5 5 n. . .• • . • • 0 h 0 V A 101.16.14 N c 4yu N Y 1 ti r I drawing no. W13-49 [sheet 9 of 12) 1 • . . • • • • • • • IT6lt # PART # QUANTITY DESCRIPTION MATERIAL MAN F./SUPPLIER/REMARKS 1 E701 1 FRAME HEAD 6005-T5 - 2 E702 1 FRAME SILL 6005-T5 - 3 E703 2 FRAME. 4A1A8 6063-T6 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - 5 E705 AS RQD. PANEL LOCK STILE 6063-15 - 6 E/06 AS REQD. PANEL OUTER INTERLOCK 6063-16 - 7 E707 AS REQD. PANEL INNER INTERLOCK 6063-T6 - 8 E708 AS REQD. PANEL MALE ASTRAGAI. 6063-76 - 9 E709 AS REQD. PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS REQO. GLAZING BEAD 7/16" LAMI GLASS 6063-76 - 11 £711 AS REQD. GLAZING BEAD T" INSULATED GLASS 6063-76 - 12 [712 AS REQD. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS REQD. 2" SILL RISER 6063-76 - 14 E714 AS REQD. 2-3/4' SILL RISER 6063-76 - 15 £715 AS REQD. FIXED PANEL CLIP 6063-76 - 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-76 - 18 #10 X 3/4" HWH SMS AS REQD. FRAME ASSY. SCREWS ST. STEEL - 18A #10 X 1' FH SMS AS REQD. PANEL ASSY. SCREWS ST. STEEL - 19 #6 X 1/2" PH SMS 2/CLIP FIXED PANEL CUP SCREWS 5T. STEEL AT 3" FROM ENDS & 15" 0.C. 20 #10 X 1-1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REQD. FRAME ANO PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 [235 AS RECD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REQD. GLAZING BEAU BULB SAN1OPRENE ULTRAFA8, DURUM EIER 65±5 24 PR03-6005 2/ MOV. PANEL ROLLER ASSEMBLY - INTERLOCK (1/2" MTG. SPACER REQD.) 25 E71B 2/PANEL FIXED PANEL SKATE DELRIN - 26 #8 X 1/2" PH SMS 2/CLIP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 - AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 28 AS REQD. BUMPON (SILICONE SPACER) SIUCONE DY FRANK LOWE SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. Eng r: JAVAD AHMAO CML FIA. PE # 70592 C.A.N. 3538 • • • •• SUDINC GLASS DCOR (LM • S •••a V • • t` •••• N w • •w •••••,aC • • • • •• Approrred gs COMp1yir►61v1111{1fe 1Ptoiidr IJeWM1t Cook NOA# "t M1ae1 bite Praha CoWr+1 / • • c 0 L ) ' i, .--1 / \ , P 11 r3 h � 9 o > 4 n .00' b .Y ( ) drawing no. W13-49 (sheet 10 o112) S_039 3.562 3.562 .130 � �j .693 � ' Ng a w a� tm i.1?5 a AL—FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2&4-8100 FAX. (305) 262-8978 3 1 U ' 1.824 .078 'y 1,648 2.105 t �- �1 J -A78 1.648 L gf 7 -.a45 A62 .93� 1.021lj a62 d 1.129 078 ,.,? 1° 1" INSUL. L-1.252 �i BEAD LAM. GLASS F�-1.252 } ,�;; m GLAZING BEAD �'t% 1/16" LAM. GLASS tN tc�.� .. __� bb�` .. 094 - - .1.998 -• -- 1.998 CO FRAME HEAD (5) 2.625 PANEL LOCK STILE (7) 2.625GLAZING PANEL INNER INTERLOCK .210 1,14M1� r062 J --1.471-' .210 .068 3.562 .. 1.998 210 aSe� 2.687 2.313 3,250 .078 1.648 G� -� -.078 Lr • 125 2.1105 I EOO..WINDOW .SYSTEMS, LLC. le 14 kW. X06 SCREE- MEtLEr'y r.L,.33:7t TEL (3(5) 885-5299 .068� 1.047 1.047 S 1.937 1.047 ! 5.532 062 �-.s-- 1.998 b ' `� SILL TRIM t3 2" SILL RISER l 2-3/4" SILL RISER 1' 2.625-�- (6) F PANEL OUTER INTERLOCK (J PANEL 1.823-, TOP &. BOTTOM RAIL • • •. •••• •.078 :1: • •fir • • •1 dippeuvtti as t'uneylying wIlbilhe Code lk71N1e 7 '}s, i 1. F.Lti 915 2.248-i � FRAME JAMB -.125 1.494 E357 (®FIX. .149-1 1 1 .062 �1.s4D�- PANEL CLIP ik 1 1 :•1.i• h u c ce o n W U ii m .6 o •••1 Lam• ♦ • �!J .125 ,,�� INTERLOCK STIFFENER -1.998 2.067 3.437- 1.139 L -1-HuRadiog 1.022 Nn t '� ? , . , 3.887 Mists' r B,,,,V.-+. 4 , „' :...,4_..._ Y ,. t ,.6....wm,: /117-----14)___[ 078 5.274 .r f-.078 7 xi r ti 1.824 () FRAME SILL c 'p ;� ..- 1.824 1.648 U 4.> 3.820 3.820 -� 3.996 .078 t n• �! N b C.A.W. 91 -- o N II u 0 a 1 l .,,u a . Engr. JAVA/ At P AD CIVIL F1 A. PE tY 70592 3538 / "_ :. I ;' ; �•, _...;� : h 2.500 (a) PANEL MALE ASTRAGAL .140 C9 ) PANEL 2.000 FEMALE ASTRAGAL i . .._.. -- drawing no. j W13--49 II sheet 1.1.0.1..1Z • .• • • • • • • • •c •••• • • • • FRAME TOP CORNER FRAME BOTTOM CORNER PANEL TOP/BOTTOM CORNER Engr. JAVAD At1UAO CML FLA_ PE 70592 C.A.N. 339 • • • •• .••• • •••• • •• •• z o F.. n -o o0. • 7,„.t ivy O W M V O o Ect,.94 CCMP-ANL\W13-49E J 0 0 0 z .-i 4 0 0 I ti 1 a • • • • • • • • •• ' ppruv d as complying wtthihr Florldri Butdteg Code r - nem- 7Z:7 - c Q t_ r O U N • • • • • •1 • •1 • •1 • • • 1- m v U O ,c �1" n r o_ o N 5 a a r S- • li R 1iv e drawing no. W13-49 (sheet 12 of 12 •• • • • • • • • ••• • • • 1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO -GUARD SERIES -GO ALUMINUM HORIZONTAL ROLLING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES O1: 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 I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE. HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 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. 1/8" HEAT STREN'D G1.ASS .090" lnteriayer Sotlex Cleor And Co[or Glass By 'Eastman Chemical Co.' 1/8" HEAT STREN'D GLASS a z m SILICONE DOW 899 GLASS TYPE 'A' 5/16" OVERALL LAIN. GLASS z Csi 1- m mtn ca 4 1 /4" MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 74 1/8" WINDOW WIDTH 10 1/4" MAX. ...4 (A) 14..E 1 1 1 1 1 HEAD SILL 1 I_.i + 1 rl Ir_ — I) rI f, ,1V l 1 .. ,1 Ir I 1 1 () 11 I 11 CD / ° r• ! r m O j o I B) 12 .ti 7 • r 1 I t 1 1 1 1 1 1 3.3 11/16" D.L.O. (VENT) 37 1/4" VENT WIDTH 33 11/16. O.L.O. (FIX. LITE) TYPICAL_fLEVATION CO 1/8" HEAT STREN'D GLASS MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 60.0 PSF .090" Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 1/8" HEAT STREN'D CLASS SILICONE DOW 899 cr 0 Fc LJ GLASS TYPE 1R' 5/16" OVERALL LAM. GLASS GLAZING OPTIONS !co co 5 z • J 0 0 c., I 4 7d' a 0 A Uu HORIZ. ROLLIN •� •• FAX (305) 885-5902 773? •••• • e.., c • • • • • • • • • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 Engrg JAVA() AHMAD CML FIA. PE ij 7C1592 C.A.N. 38 MA t 2014 ztig,,,,_„,„,ued,,;„coilliply,it/".ci Walt t6' tte Nolo162 Mlaml Dade Product Cul Ire! / t • • 0 4) • • • • • • ••• • • a 0 ,c h o T 1 03 7 10 04 M \ 2 0 a OY a u m a t fdrawing no. 1 W141 1 J (sheet 1 of 5 1BY WOOD BUCK Q _. 4 EDGE DIST.d' a 1a •I TYPICAL ANCHORS SEE ELEV. FOR SPACING a a . • i U w z - ay VENT HEIGH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DACE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE 01ST. 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 1/4" X 1-5/8" WEEPIIOLES WITH BAFFLE AT 4" FROM EACH END AND AT MIDSPAN W2 =- 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH END AND AT MIDSPAN SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. S V) 1$Y WOOD BUCK . '• • TYPiCAL�ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD RUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON 'ITW' (Fu' -170 KSI, Fy 92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCCURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 10Y 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 SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES SI LLL : 1/8" THK. MIN. (Fy - 36 KS1 MIN.) ALUMINUM : 1/8" TI IK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO RE PLATED OR PAINTED) 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) • .. [63U h c O co 40. 6. a cc 0 o oa o m G aal a iu Q Wig v -g O 8 c J ui 00 3 I • ... •. • •••• • •• • •••• • • • • .. INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DtSTANCL 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 f'm = 2000 PS1 MIN. c ngr..IAVA�IDD AH .L 0 CIVIL FLA. PE f 70592 C.A.N. 35, 2014 1.poov4.11 ar complying wIlZi I11' FTarlityiulking de dfl x�l Dale Prndrhtl C :1 t • • • • •• .. • �• 0 to4'13 1 • •• • •• •• .' .• •• T .n date: 03-28-14 drawing no. W1 4-11 (sheet 2of5) 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL. STRUCTURE O C7 w VENT I•tE1GHT (ZO 12 .55 13 O.L. OPG. WINDOW WIDTH 1/4" MAX. SHIMS 1BY W000 BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 0-L. OPG. EXTERIOR 0 • •Li a S7 XO _LAYOUT MIAMI–DADE COUNTY APPROVED MULLION SEE SEPARATE NOA 404 TYPICAL ANCHORS SEE ELEV. FOR SPACING ti WINDOW WIDTH WINDOW WIDTH 1/4" 1.4AX. SHIM 2BV WOOD BUCKL ' iDD STRUCTUR( Eng: JAVAfl AHMAD ervn- FLA. pE .f 70592 C.A.N. 3538 1 dilAY 014 TYPICAL. ANCHORS SEE ELEV. - FOR SPAC{NG • • •. •.. .•. • ••� ••.� •. • •.•i • • • • 4 •• 41pp►c v'ed R4 coI1jliykrig with Qv Iyartda.t3 f! rlrg d' e et 4 114CIAt? j Mil 1 !Jade PmctustCne ro 0 (J W �.1 3 0 FAX (305) 8B5-5902 ••• • • • • 0 7.5 v • • •• .• • n. .• • .: • •• • • • a a 0 1) O 0 tC r—,"—lr d. of1 CO.. aen N z gcm d o b 4 2,3_ 3 1 drawing no.1 W14-11 {sheet 3 of 5 2.687 .875 r_ 2A -� .062 .65 ATTYP56. 1.239 2.133 (1) FRAME HEAD .050 TYP. .384 t i 1.203 1.2615 .062 .875 VEt1T TOP/BOTTOM RAIL .324{ r 4 .625 @) GLAZING BEAD FRAME SILL (_') JAMB STILE 062 340- L.996-.1" SILL TRACK .2i9 () MEETING RAIL. (4 MOW. FRAME JAMB FIXED MTG. RAIL x-.062 r .6251- -1.344 625 L- ' --1.344 2.183 5 FIXED FRAME JAMB ITEM PART # QUANTITY DESCRIPTION MATRRTAL MANF./SUPPLIER/REMAEKS 1 2 E53 1 FRAME HEAD 6063-76 — E61 1 FRAME SILL 6063-T6 — 3 E62 1 Silt. TRACK INSERT 6063--T6 — 4 E52 AS REQD. MOV. FRAME JAMB 6063--T6 — 5 E51 AS RIND. F1XFD FRAME JAMB 6063-76 6063-T6 — 6 E54 1/ VENT FIXED MTG. RAIL - 7 E66 1/ VENT VENT MEETING STILE 6063-T6 — 8 E56 1/ VENT VENT JAY E3 STILE 6063-T6 — 9 E57 2/ VENT TOP ANO BOTTOM RAIL 6063-T6 10 E58 AS REQD. GLAZING BEAD 6063-T6 - 12 13 5L203P 2/ VENT SWEEP LATCH, AT 9-1/2" F'R0M TOP & BOTTOM - SULUVAN & ASSOC. #8 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS - 14 15 E63 2/ VENT ROLLER HOUSING & GUIDE CELCON E64 2/ VENT ROLLER BRASS - -_ 16 E65 2/ VENT AS REQD. ROI.I.ER PIN ST. STEEL CRS - 17 18 #8 X 1" FRAME/VENT ASSEMBLY SCREWS P.H. 5 M #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. 5145 19 W23181 AS REQD. PILE WITH INTEGRAL FIN W'STRIPPING - ULTRAFAB 21 £207 AS RE00. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REQD. GLAZING arm BULB SANTOPRENE - ULTRAFAB, DUROMETER 65±5 23 241/ WA2L 2/ WDY1. YJEEP VALVE PREFERRED ENG. PRODUCTS VENT 5/16" BOX SCREEN — OPTIONAL Ener: JAVAO AMNO CIVIL f'LA PE { 70 92 CAN 3.`i3 li' 2014 • • 1 •• • • • 4 •••4 ••. • ••. • • • . • •• • • • • • • • • • J4pptixved ry oorplyiug with tl~r Florida 1301 i Aptie, hate j p : hl nutl E tdc ttromo Peotiuc( 9461 re, •• u) w o_ 0 drawing no. W14-11 (sheet 4 of 5 ) VENT TCP/DOTfOM CORNERS ,IXED,_NTG. RAII_CQRNER FRAME TOP CORNER FRAME BQTTOM CORNER Engr: JAVAD AHMAD CML FLA. PE 170592 C.A.N. 3538 • • 4 •. ••• •••4 •.� • •• •.•4 • •• •••4 • • • 4 •• ' ivt•4vcd tax cuIhr F'MI .4,M tittFditi Cnde Mimi/ 0,14 Profttt Control 8 2514 .01 4Y F• " 0 0 iY a 01 a a.1, 0 �73E • u -I- piEl 0 • •• •• • • ••• Lel 0 'VI .– > J J Ip co W cn > ▪ w l 0) 11 n tn o1 oau ...•1 0 • 1 -41 444 403 4 4 Ci W qcn • 0 0 U 0 0 v X • • • •4 • • i• • ••• • ••• ••• • 0 0 r ri n 0 0 0 c i 0 0 { J O 0 a - o u ' x iro n a��v� Browing no. W14-11 (sheet -5 - of 5 MICROFILM COPIES T • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • — 3'2 S.OcO 13/U, CA'A )1 4i CCAS Lqortv 3 i -C.Ct, (3.64. Io$ so- /Put I sh4tail. 58' BQq 01.4.4tti . 0Q0` ��1NG 4 ) 49 1 N;€ , )30th Si i fl NMOC1t t N 2 - /Cc.' SPA14 usve S E` sk•tc,. 0o -rater •:• • • • • •• •" EXt► S:ij yi=: Tt2¢A Z?c:-P41p �T(,) P2xts,,s e n ria Y, 1. g�f�Bt4 butt AG AQ,D • _ •••• • • •••• • . • •• • • • • • • • • • • • •• • LICE V • ••••'1 ••••> •" •1 •• i' • • i • • 7 ! ,V.c . ' O 7 5.7" C 1 ',4011‘ SPI -0 12.E 7;i€5'd7 I.EC+AC' Lor is d Ar i:LLT .Q (got.F Vrtw SST* P),3 4, Pj59 Doe awl.) V. PAT' #v1*: 4.41 Arr, ox/ %at : somaks i q c 591, PuN N -sfr N o 11),(400 0- + ,y*?. • • • ••- • • ••••. •. •: • • • • • • • •• + • 4 ••• • • p/Pe , a-, • • ..75C 70,00' r- '.1 • 0.• .• , : PIPE • • ' 47' 7 4 (t 5- • fEld6'21 665fs ) ° 6f ot5 r 'P ETZ/L. 410TE7:- r 41L REV47701V5 5HOWN fiv re; -a 5,6, [EVIL 1,?4r4Ait . , • - .1 •-• . .• 0- A/ 2577 • 2 3 ()( C,s A\ - (f) /&3" • • .1_TION • • . • SKETCH OF SURVEY OF • • • - • •Lot 11 and 4 portion of Lot 12 of CORRECTED•PLAT OF GOLF • •24' -• VIEW ESTATES, according to the Plat thereof, recorded in ' , ...•,1,--:-: Plat Book 41 at Page 58 of the Public Records of 'Dade ' ..•••• • . „05County ',. Florida; said” portion of Lot .12 being_ more • ii.artiCglaikYdescribed as follows: - . . r • , . , ••..I• .' ' '-'• cc.e. . ' ' •.:1341gi ' 't•-•titotTrea th i t -tst-4114,41u,9444.atjay........r.:: ' • • — . ,•• - •• - - .-.. ,-, rt -tat a••.: -, n e a ersec . - - , ...... :' • '-' ' IiPa."of "Nottheast 105th, Street with the division line - • • between Lots 11 and 12 of the said.CORRECTED, PLAT OF GOLF ' -";•••-a - VIEW ESTATFS; thence run Hpr:th 47 degreee,, 57 minutes, • . .: .. 25 Seconds East,. along thelsaid-dlyision.liee•between Lotili ;and 12 for 194.12 feet; thence .run South 33 Zdegrees ; .`..''''. '..1 .. 19"-minutela, 09 seconds East along the Northeasteilt-line • of • ' zt, -I:, ' ' said Lot 12 for 83.57 feet more or less; thenee run South 671degrees', 48 minutes , 35 -seconds West, ' for 205.20 : ••••ct ..,•-;.,, feet to a. Point in' the right-of-way line of Northeast 165th ' .• : Street, •said last mentioned point being the mid -point along, ,. . ,...,,the ..35.' foot frontage of Lot 12 as plattedr-thence ,run - _ , -.. -. -':L. ,,,,•.,-,.. ' . North, arcing t.he said right -of -Way rine of14ortheaet 105th -•'' ' ,t. -,1- •.', .street for 17.50 feet to thePoint of 13egianing. • 1.• ' : CE:rlercEer FiC,4TFY/ il WEfie1°,:z,94rT,YI 6.-E. a; 5URVEY: AO) 8&/EF445- -Recd-Airo=. thRECT/0 . L;; •. , 4,wiyezp. ' - ---- ---- "DON2J-10.--W Mco-ros}/-7 ee6 LI/IP .574rE•0E' 1 • 15VOT VA/z2 1/A/ZE.55 . • IDONALD W MeDITOSH-'4No:A:ssociats ..iNc. tsoini=9,- • r=www4rwre‘4 wrwork:14w, wwwww:76.9.nook sits:as r "(05a ott1:2---` • • • ••••‘ 4.a.t;ati• '••• :•'•• t• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i • • • • • • • • • • • • • • • • • • • _• • • • • • • • • • • • • • • ••• • • • ••• •• •• • • • •• •. • • • • • • • • • • •• •' • • ••• • 11. • • • • . • • •. • • ••• •' • • • ••• . .. TooiouN p u1tltrAt . IN CONDUCT oFWil. tiT il/iirt UNt, Re.V.#3@ic w. ., a ?'aRTE. GRGi1 t T FAat :1 e'6it . wpeAtie4TrA Trt T1t,t ,.1t,t lob to A WATT votg - I" Pv.4- aNPlliT 1N Po L APICA G SouNI:P 4u. $09416Loarve.pis To EE. i.:0444TEP vt T W $ 4PoUt,s1 0. 1i�.iPtit • T :* `44t4. 6014t. 41FV,N4114 AT ea rxria? S:12 NW. 0A4a-T CniS esP4r, #U 9iPt+ � ; tom; Q �: i,# & ULL,. NQ 4 C?NFOnMiN 5aaEP0 °Kiri ¢ t~ fUfiN tSt4=_E tT. u C.E AT .xt r 1,14... eFtrts(;: )W Lt R1i. ".ai.t t4.ee Y.. MOOLdf► IP NOT 'W11,411 !' `"?U$::. #W.1 r 414 47 . z s% it • ....4 1IONAL'` Etgafs -FArEZ LE:AnL:: 1.411* II AN9 PPiTIOI\A oP LOT t rthT • e-AVY-, 41 24j7e. eouNityWP!DG 1104)Ofp':! ': :J‘',040 toot : FORii:i:i-4- _ --AT • '..; ,, ii-'-)4yAt;?ii £#1ORE -BY "•FPb'''. 7bUILDER,s: INC • ' • , 1 .. ''1) eV- : R ' . - .: ,.61 - , — SUITE A 2'2i, • . ' 14 : H4;61.-03504— - , „. ....7,4 . - L `: ;1 JOB NO. I:. 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STORAGE $. i -3x `- _ X P LAN i),A,s AEN T !s1 e 'dG •. _ ) TOLLA.L (U Ft=f,sl(pv) •:? 4•CCNC. SLAB KLOo t.�. _ • FI .,' Gab NO tOW!.L MESH MOIIOLIT,/,C PLPcv_ • • T11j ,t'.._c....rc.l. r-eeua e. G..!. I'.it lig I II �1•�t i�F,.r, Idcc 17i ,: t. ,Jni: (..!. -e. CII.G•c•c s' s<a I<•C.C. Y[CTIO J) AT C..01- F_v V-. 1 MR 4 .MRS...CHARL E S YU I LLf_ 7L -0T. 11 AW NOR -IS .: H ALF OF LOT Z. h 40'LF _ = E.- EaTA,TE.S FFICE • OF r KLLS • v1 CTO •„O rv.SDJ. _ •RE.CI ST=. ._I ',LICENSES) .T0 ' .9.-15,7, • `_8955 H.E. fe TN ACIE,.H' 2�C`it5t F OA.. .. •••• • • • • •••• • • • •• • •• • • • • •• • • • •••• • • •••• • •• • • • • • • • • • •• •• • • • • • • • • • •• • • •• • • • •••• • • • • •••• • • • • • • •• • • • • ri .• lei<i ire !ALI, - • • fl • • ",.`"-..:F"'r- „ . . F . L. E.,/ k."1” I 0 OUTI% ..._ -' .. • • r'..,I• ' 2 • 2 i I . 5 e..:,,l," ,, WI. t'....• 'I , 4 -.:` -.1 . f;• s' • : .- •-•,.. .. -S-1,, .. „ . ., 4 , . ) ,C,,,, . .• ' .1 r • Ii: •1: zir • „,,,.. 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F'_O R t D - .. • • • • • •• • •••• • • •••• • • •••• •• • • • • •• • • • • •••• • • • •• •• • • • • • • • • • • •• • • •• • • • •••• •• • • • • • • • • • •• • • • • • •••• • • • • • •• • • • ia (-4 1.)C4.4'i' 4 a tic., •. - • '..:1")irk. •.! • G. 1 cCrt, 4rf1 1 A. Con7;,....e,... rtt-e!!, i S10: • • --•uc-l CEA . -:25(13 IC; cEI4 1 ir',W.T:RAIL1N r ' • 4 - rt -t 0.tzX "lots •."4%.,1 COMT. i.p.k" Coot, 15E3,4 te,„ • k. • , •.' • arf • ps'-c?" • ye. “P. , " `TERRIVI.19 . 1 4.t.9 Ifikti114- , • , " - • q51_ .9 . • i „. „tf- • Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by Ale ni ca 6511e/10/J to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miam• D de County Administrative Code at the 671 nl E l oS"if( ec j project on the below listed structure as of X /31) /16 (date). I am a registered architect/professional engineer licensed in the State of Florida. Prose umber: 16. Z3) Special Inspector for Reinforced 5th p p o sed Masonry, Section 2122.4 of the FBC Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ S'^'Framing and Connections welded or bolted — oil Compaction Precast Attachments _ Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. ( :st:a.Aqy 2. �tS-.s R 4 is. is 3. Ref;64,40K�pr juez•&ail. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by 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 Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores 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 Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .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 work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and profession1Wgment those portions of the project outlined above meet the intent of the Florida Building Coda k'n rnreo Siihstantial accordance with the approval plans. t <oN \ . • • • . :-'r• ; Engineer/Architect Name S 1 ev'Cf 6° I isn Signedr'ajaAd`$.flale :--7> Print Date: /(bi fb Address kc fin ; A e et; Al v mo 6101 w 87 AV^�E S�,a� 20°o• ,F O= T...,(Z- --�'t�; u.,FL 33t71F- OR vJ ,�tj I.ill Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by /t44947tot etas/e//e4 to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dae County Administrative Code at the b7 1 ',if 105'" Strce f" project on the below listed structure as of $/3Ji16 (date). I am a registered architect/professional engineer licensed in the State of Florida. Process'Number: 'Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article II Section 5-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high - S'-�Framing and Connections welded or bolted - oil Compaction Precast Attachments _ Roofing Applications, Lt. Weight. Insul.Conc. - Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* T n 1. C�<;3t.ci., /Qd1,.'N0 2. ,1e5.,s Kaf„Is 3. tier; beet' o 1 .-tz- ("oil 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by 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 Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores 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 Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .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 work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professiquakilielgivit those portions of the project outlined above meet the intent of the Florida Building Coileltnd afellif substanm, l accordance with the approval plans. ``,t�� ',' ' ... Q = Engineer/Architect C `\=j_. r J Name -9tq „, G. Lista..., Signed aril �ea`led-- J Dant 'bate: *ire : * Address ,6 cc !~n�,n¢ar:l Jill •- '_•i �Q �� ul Si 87 Je.,e 5�,:tq ?too • �F; 0RID� <<.0% � .; FL 33173 SUPPLEMENTAL STRUCTURAL CALCULATIONS FOR MORENO RESIDENCE 671 NE 105 Street Miami Shores, FL Prepared by: engineering BCC Engineering, Inc. Certificate of Authorization No. 7184 September 16, 2016 BCC ENGINEERING, INC. • 6401 SW 87'' Avenue, Suite 200 • Miami, FL 33173 • Phone (305) 670-2350 • Fax (305) 670-2351 1 engineering Table of Contents I. ITEMS Pages ■ CONCRETE COLUMNS 1 Calculations have been prepared by the undersigned engineer assuming responsibility for manual and computer generated information. • .� f.,io= 4646 5t en Goldstein, PES Fro a ,ric�enge Nc423 BCC ENGINEERING, INC. • 6401 SW 87th Avenue, Suite 200 • Miami, FL 33173 • Phone (30 x1052350 �Fa x"(etb A/0-2351 t BCC Engineering, Inc. JOB# 0)6DIRoo PROJECT NAME ore., a Pt5... f.ce SHEET No l OF SUBJECT ''ncrct-c. CALCULATED BY CHECKED BY DATE DATE A S -k 7 -in R:,k C4tS°„1 E. J_ 175 Mph E c zf= lo K[I O.g5 Co07.56I ( 0.88)(IA (oi5) (175)7 SR.6 �Sf �re e"'ifq \IV.',II 4) or, e .79..5.7 JF : uS 6 Cf jj, �2= O JS IA) vv : 0.8,5 (1.61( 58.6) = 7'1, 7 (I)(-11,1)-= 71,7 esf M„, (.0717)( G,s 3l'18 = 0.91 k-fi J,. = (,o711)(1.83)/2 : O.27 'rc: ) o(A - self VJe. 0 0 f Ca.,cre{e C,I_,”„ a,i wall aLoie CSI.-„,,, o. IS ) ( 010.67) (6.83)1 0. 6$ k %kit G���� o.isi (o,b1) (1,33)1 3.2_51 = 0.13 k x.11 k F 1..104 k) I.b rsf ,lis b�sl? • 5,8i' (g.,74(,) -f 3000 (I))(s,d!)J X0,0 = 5,7 k V,, << 23 1A/c n 1 lu S near (e.., fore..4 fey r¢ 0L 0. 11) /(I2) (S,81)7 = 15 e rg7 !c e,h,, P P[,_:.1�[I - c.0,3►1 /I, , 0081 AX,A cuo[[J1 = (o.g0) o[bs) E(0.8s) I3� ( 12,8- ti f.3I) t(6. )( l f, 3,)] _ 175k 77 p STRUCTURAL CALCULATIONS FOR MORENO RESIDENCE 671 NE 105 Street Miami Shores, FL Prepared by: engineering BCC Engineering, Inc. Certificate of Authorization No. 7184 August 17, 2016 BCC ENGINEERING, INC. • 6401 SW 87th Avenue, Suite 200 • Miami, FL 33173 • Phone (305) 670-2350 • Fax (305) 670-2351 Og engineering Table of Contents I. ITEMS Pages • LOADS 1 • WIND LOADS 2-16 • CMU DESIGN 17 • CONCRETE BEAM DESIGN 18 Calculations have been prepared by the undersigned engineer assuming responsibility for manual and computer generated information. 011 \`A •R K Gn�/J�� • • �\GFT:S` • SAF kr 746 Steven Goldstein, P\ Flarld� LkenSe No,g423 BCC ENGINEERING, INC. • 6401 SW 87th Avenue, Suite 200 • Miami, FL 33173 • Phone (3O 670-23'506 (i P'ax(34 6 Yb -2351 1 BCC Engineering, Inc. 6401 SW 87th Avenue PROJECT Moreno Residence PROJECT NO. 0160181.00 LO Suite 200 Miami, Florida 33173 t. 305.670.2350 SHEET NO. 1 e. info@bcceng.com SCALE BY DATE .engineering w. www.bcceng.com N/A CA 08/16 Index 2of2 I i --- 1 - - - - - + = PROJECT 1 LOCATION -671 105 ,__ t - NE Street; Miami Shores t - - = SOFTWAR + • Wind Loading- Standards - Design Group Wind Load on Structures - 1 -1 - -, }- + —• L QuickMasonry,-QuickFooting, Internallly developed Excel worksheets.- I --* - = CODES 1 - -- - -}. 1 t• - -(FLORIDA tGRAVITY BUILDING CODE 2014 I - -- -- -I1 � +- + • WIND I I f -t- - t - - - I + -I= IASCE_7-10 - —* + -- -- } LOADING f 1 - , I • GRAVITY L t I - + - 1- ,Balcony: t Stair.:_ Lie Live Load= 60 Load= 60 psf psf _ _Dead_Load= Dead_Load=_20 20_psf_ __ _� + - _ 1 psf -+ _ _ _-i- • I WIND Please refer to attached "Wind -Loads on Structures" analysis. - - i - 1 ' I - __- - - - — - --I- - 1 a -- — t -- + - 4 - - -I — — - + - - - i - - _Steven_Goldsteinj_P.E _ Florida License N. 44423 2 Project Name: Moreno Residence Location: Miami Shores, FL By: CA Start Date: 08/16 Comments: ..\Moreno Residence\3-Calcs\WLS\OH Roof Template.wls Moreno Residence 3 August 8, 2016 ASCE7-10 - Local Information • Wind Dir. Exposure 1 2 3 4 Basic Wind Speed: 175 mph Topography: None Optional Factors This project uses Toad combinations from ASCE 7. WLS4 -- [1.10] Copyright © 2020 SDG, Inc. Page 1 of 13 Moreno Residence 4 August 8, 2016 - Section - Main Section Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 2 3 4 84.0 26.67 84.0 26.67 3.0 3.0 3.0 3.0 Eave Height: 18 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Hipped Roof Slope(:12) A&B C&D 3.0 3.0 W1 W2 A 8 W4 W3 Top ASCE?-10 A W1 ,—ice W4 B W3 Cg D W41 W3 �W2 WLS4 -- [1.10] Copyright © 2020 SDG, Inc. Page 2 of 13 Moreno Residence 5 August 8, 2016 Composite Drawing 1 A 2 D 4 B 3 ASCE?-10 WLS4 -- [1.10] Copyright © 2020 SDG, Inc. Page 3 of 13 Moreno Residence August 8, 2016 Components and Cladding Input ASCE?-10 Component Description Wall/Roof Surface Label Zone Span(ft) Width(ft) Area(sqft) Roof A<=10 sf Roof A (All) 10 Roof A<=20 sf Roof A (AII) 20 Roof A<=30 sf Roof A (AII) 30 Roof A<=40 sf Roof A (All) 40 Roof A<=50 sf Roof A (AII) 50 Roof A<=60 sf Roof A (AII) 60 Roof A<=70 sf Roof A (AII) 70 Roof A<=80 sf Roof A (All) 80 Roof A<=90 sf Roof A (All) 90 Roof A<=100 sf Roof A (All) 100 Wall A<=10 sf Wall 1 (AII) 10 Wall A<=20 sf Wall 1 (AII) 20 Wall A<=30 sf Wall 1 (AII) 30 'Wall A<=40 sf WaII 1 (All) 40 Wall A<=50 sf WaII 1 (AII) 50 Wall A<=60 sf WaII 1 (AII) 60 Wall A<=70 sf Wall 1 (AII) 70 WaII A<=80 sf Wall 1 (AII) 80 WaII A<=90 sf Wall 1 (All) 90 WaII A<=100 sf Wall 1 (AII) 100 WLS4 — [1.10] Copyright © 2020 SDG, Inc. Page 4 of 13 Moreno Residence 7 August 8, 2016 ASCE7-10 .- Components and Cladding Output Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Roof A<=10 sf A 1 19.7 59.9 0.50 0.18 30.0 19.2 40.7 19.7 59.9 -0.90 -53.9 -64.7 -43.1 19.7 59.9 0.00 0 0.0 2 19.7 59.9 0.50 0.18 30.0 19.2 40.7 19.7 59.9 -1.70 -101.8 -112.6 -91.0 19.7 59.9 -2.20 0 -131.8 3 19.7 59.9 0.50 0.18 30.0 19.2 40.7 19.7 59.9 -1.70 -101.8 -112.6 -91.0 19.7 59.9 -2.20 0 -131.8 Roof A<=20 sf A 1 19.7 59.9 0.44 0.18 26.4 15.6 37.1 19.7 59.9 -0.87 -52.1 -62.9 -41.3 19.7 59.9 0.00 0 0.0 2 19.7 59.9 0.44 0.18 26.4 15.6 37.1 19.7 59.9 -1.55 -92.8 -103.6 -82.1 19.7 59.9 -2.20 0 -131.8 3 19.7 59.9 0.44 0.18 26.4 15.6 37.1 19.7 59.9 -1.55 -92.8 -103.6 -82.1 19.7 59.9 -2.20 0 -131.8 Roof A<=30 sf A 1 19.7 59.9 0.40 0.18 24.0 13.2 34.7 19.7 59.9 -0.85 -50.9 -61.7 -40.1 19.7 59.9 0.00 0 0.0 2 19.7 59.9 0.40 0.18 24.0 13.2 34.7 19.7 59.9 -1.46 -87.5 -98.2 -76.7 19.7 59.9 -2.20 0 -131.8 3 19.7 59.9 0.40 0.18 24.0 13.2 34.7 19.7 59.9 -1.46 -87.5 -98.2 -76.7 19.7 59.9 -2.20 0 -131.8 Roof A<=40 sf A 1 19.7 59.9 0.38 0.18 22.8 12.0 33.5 19.7 59.9 -0.84 -50.3 -61.1 -39.5 19.7 59.9 0.00 0 0.0 2 19.7 59.9 0.38 0.18 22.8 12.0 33.5 19.7 59.9 -1.40 -83.9 -94.6 -73.1 19.7 59.9 -2.20 0 -131.8 WLS4 -- [1.10] Copyright © 2020 SDG, Inc. Page 5 of 13 Moreno Residence 8 August 8, 2016 ASCE?-10 Components and Cladding Output 19.7 59.9 -2.20 0 -131.8 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Roof A<=40 sf A 3 19.7 59.9 0.38 0.18 22.8 12.0 33.5 19.7 59.9 -1.40 -83.9 -94.6 -73.1 19.7 59.9 -2.20 0 -131.8 Roof A<=50 sf A 1 19.7 59.9 0.36 0.18 21.6. 10.8 32.3 19.7 59.9 -0.83 -49.7 -60.5 -38.9 19.7 59.9 0.00 0 0.0 2 19.7 59.9 0.36 0.18 21.6 10.8 32.3 19.7 59.9 -1.35 -80.9 -91.6 -70.1 19.7 59.9 -2.20 0 -131.8 3 19.7 59.9 0.36 0.18 21.6 10.8 32.3 19.7 59.9 -1.35 -80.9 -91.6 -70.1 19.7 59.9 -2.20 0 -131.8 Roof A<=60 sf A 1 19.7 59.9 0.34 0.18 20.4 19.7 59.9 -0.82 -49.1 19.7 59.9 0.00 0 0.0 2 19.7 59.9 0.34 0.18 20.4 19.7 59.9 -1.31 -78.5 19.7 59.9 -2.20 0 -131.8 3 19.7 59.9 0.34 0.18 20.4 19.7 59.9 -1.31 -78.5 19.7 59.9 -2.20 0 -131.8 Roof A<=70 sf A 1 19.7 59.9 0.33 0.18 19.8 19.7 59.9 -0.82 -49.1 19.7 59.9 0.00 0 0.0 2 19.7 59.9 0.33 0.18 19.8 19.7 59.9 -1.28 -76.7 19.7 59.9 -2.20 0 -131.8 3 19.7 59.9 0.33 0.18 19.8 19.7 59.9 -1.28 -76.7 19.7 59.9 -2.20 0 -131.8 9.6 -59.9 9.6 -89.3 9.6 -89.3 9.0 -59.9 9.0 -87.5 9.0 -87.5 31.1 -38.3 31.1 -67.7 31.1 -67.7 30.5 -38.3 30.5 -65.9 30.5 -65.9 Roof A<=80 sf A 1 19.7 59.9 0.32 0.18 19.2 8.4 30.0 WLS4 -- [1.10] Copyright © 2020 SDG, Inc. Page 6 of 13 Moreno Residence August 8, 20916 ASCE?-10 - Components and Cladding Output Roof A<=80 sf A 1 19.7 59.9 0.32 0.18 19.2 8.4 30.0 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Roof A<=80 sf A 1 19.7 59.9 -0.81 0.18 -48.5 -59.3 -37.7 19.7 59.9 0.00 0 0.0 2 19.7 59.9 0.32 0.18 19.2 8.4 30.0 19.7 59.9 -1.25 -74.9 -85.7 -64.1 19.7 59.9 -2.20 0 -131.8 3 19.7 59.9 0.32 0.18 19.2 8.4 30.0 19.7 59.9 -1.25 -74.9 -85.7 -64.1 19.7 59.9 -2.20 0 -131.8 Roof A<=90 sf A 1 19.7 59.9 0.31 0.18 18.6 7.8 19.7 59.9 -0.80 -47.9 -58.7 19.7 59.9 0.00 0 0.0 2 19.7 59.9 0.31 0.18 18.6 7.8 19.7 59.9 -1.22 -73.1 -83.9 19.7 59.9 -2.20 0 -131.8 3 19.7 59.9 0.31 0.18 18.6 7.8 19.7 59.9 -1.22 -73.1 -83.9 19.7 59.9 -2.20 0 -131.8 Roof A<=100 sf A 1 19.7 59.9 0.30 0.18 18.0 7.2 19.7 59.9 -0.80 -47.9 -58.7 19.7 59.9 0.00 0 0.0 2 19.7 59.9 0.30 0.18 18.0 7.2 19.7 59.9 -1.20 -71.9 -82.7 19.7 59.9 -2.20 0 -131.8 3 19.7 59.9 0.30 0.18 18.0 7.2 19.7 59.9 -1.20 -71.9 -82.7 19.7 59.9 -2.20 0 -131.8 29.4 -37.1 29.4 -62.3 29.4 -62.3 28.8 -37.1 28.8 -61.1 28.8 -61.1 WaII A<=10 sf 1 4 19.7 59.9 1.00 0.18 59.9 49.1 70.7 19.7 59.9 -1.10 -65.9 -76.7 -55.1 5 19.7 59.9 1.00 59.9 49.1 70.7 19.7 59.9 -1.40 -83.9 -94.6 -73.1 WaII A<=20 sf 1 4 19.7 59.9 0.95 0.18 56.9 46.1 67.7 WLS4 -- [1.10] Copyright © 2020 SDG, Inc. Page 7 of 13 Moreno Residence 10 August 8, 2016 ASCE?-10 - Components and Cladding Output Wall A<=20 sf 1 '4 19.7 59.9 0.95 0.18 56.9 46.1 67.7 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Wall A<=20 sf 1 4 19.7 59.9 -1.05 0.18 -62.9 -73.7 -52.1 5 19.7 59.9 0.95 56.9 46.1 67.7 19.7 59.9 -1.29 -77.3 -88.1 -66.5 WaII A<=30 sf 1 4 19.7 59.9 0.92 0.18 55.1 44.3 65.9 19.7 59.9 -1.02 -61.1 -71.9 -50.3 5 19.7 59.9 0.92 55.1 44.3 65.9 19.7 59.9 -1.23 -73.7 -84.5 -62.9 Wall A<=40 sf 1 4 19.7 59.9 0.89 0.18 53.3 42.5 64.1 19.7 59.9 -0.99 -59.3 -70.1 -48.5 5 19.7 59.9 0.89 53.3 42.5 64.1 19.7 59.9 -1.19 -71.3 -82.1 -60.5 WaII A<=50 sf 1 4 19.7 59.9 0.88 0.18 52.7 41.9 63.5 19.7 59.9 -0.98 -58.7 -69.5 -47.9 5 19.7 59.9 0.88 52.7 41.9 63.5 19.7 59.9 -1.15 -68.9 -79.7 -58.1 Wall A<=60 sf 1 4 19.7 59.9 0.86 0.18 51.5 40.7 62.3 19.7 59.9 -0.96 -57.5 -68.3 -46.7 5 19.7 59.9 0.86 51.5 40.7 62.3 19.7 59.9 -1.13 -67.7 -78.5 -56.9 WaII A<=70 sf 1 4 19.7 59.9 0.85 0.18 50.9 40.1 61.7 19.7 59.9 -0.95 -56.9 -67.7 -46.1 5 19.7 59.9 0.85 50.9 40.1 61.7 19.7 59.9 -1.10 -65.9 -76.7 -55.1 WaII A<=80 sf 1 4 19.7 59.9 0.84 0.18 50.3 39.5 61.1 19.7 59.9 -0.94 -56.3 -67.1 -45.5 5 19.7 59.9 0.84 50.3 39.5 61.1 19.7 59.9 -1.08 -64.7 -75.5 -53.9 WaII A<=90 sf 1 4 19.7 59.9 0.83 0.18 49.7 38.9 60.5 WLS4 -- [1.10] Copyright © 2020 SDG, Inc. Page 8 of 13 Moreno Residence 11 August 8, 2016 ASCE?-10 - Components and Cladding Output Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) WaII A<=90 sf 1 4 19.7 59.9 -0.93 0.18 -55.7 -66.5 -44.9 5 19.7 59.9 0.83 49.7 38.9 60.5 19.7 59.9 -1.06 -63.5 -74.3 -52.7 Wall A<=100 sf 1 4 19.7 59.9 0.82 0.18 49.1 38.3 59.9 19.7 59.9 -0.92 -55.1 -65.9 -44.3 5 19.7 59.9 0.82 49.1 38.3 59.9 19.7 59.9 -1.05 -62.9 -73.7 -52.1 WLS4 -- [1.10] Copyright © 2020 SDG, Inc. Page 9 of 13 Moreno Residence 12 August 8, 2016 ASCE?-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Windward Wall 15.0 18.0 Overhang Top 19.7 19.7 Overhang Bot 18.0 2 Side Wall 19.7 3 Leeward Wall 19.7 4 Side Wall 19.7 A Windward Roof 19.7 19.7 B Leeward Roof 19.7 C&D Roof 56.6 0.87 0.80 0.18 39.4 28.6 50.2 58.8 0.80 40.9 30.1 51.7 59.9 -0.18 0 -9.4 59.9 -0.87 -45.3 58.8 0.80 40.9 59.9 0.87 -0.70 0.18 -36.5 -47.3 -25.7 59.9 0.87 -0.50 0.18 -26.1 -36.8 -15.3 59.9 0.87 -0.70 0.18 -36.5 -47.3 -25.7 59.9 0.87 -0.18 0.18 -9.4 -20.2 1.4 59.9 -0.87 -45.3 -56.1 -34.6 59.9 0.87 -0.56 0.18 -29.2 -40.0 -18.4 O to 9.8* 59.9 0.87 -0.98 0.18 -51.1 9.8 to 19.7 * 59.9 -0.81 -42.2 19.7 to 26.7 * 59.9 -0.59 -30.7 0 to 26.7 * 59.9 -0.18 -9.4 -61.9 -53.0 -41.5 -20.2 This is Toad case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. -40.3 -31.4 -20.0 1.4 WLS4 -- [1.10] Copyright © 2020 SOG, Inc. Page 10 of 13 Moreno Residence 13 August 8, 2016 ASCE7-10 • MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net wI -GCpi (psf) 1 Side Wall 19.7 59.9 0.89 -0.70 0.18 -37.3 -48.1 -26.5 2 Windward Wall 15.0 18.0 Overhang Top 19.7 19.7 Overhang Bot 18.0 3 Side Wall 19.7 4 Leeward Wall 19.7 C Windward Roof 19.7 19.7 D Leeward Roof 19.7 A&B Roof 56.6 0.80 40.3 29.5 51.1 58.8 0.80 41.9 31.1 52.6 59.9 -0.03 0 -1.6 59.9 -0.54 -28.8 58.8 0.80 41.9 59.9 0.89 -0.70 0.18 -37.3 -48.1 -26.5 59.9 0.89 -0.24 0.18 -12.8 -23.6 -2.0 59.9 0.89 -0.03 0.18 -1.6 -12.4 9.2 59.9 -0.54 -28.8 -39.6 -18.0 59.9 0.89 -0.46 0.18 -24.5 -35.3 -13.7 0 to 9.8 * 59.9 0.89 -0.90 0.18 -48.0 9.8 to 19.7 * 59.9 -0.90 -48.0 19.7 to 39.3 * 59.9 -0.50 -26.7 39.3 to 84.0 * 59.9 -0.30 -16.0 0 to 84.0 * 59.9 -0.18 -9.6 -58.8 -58.8 -37.4 -26.8 -20.4 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. -37.2 -37.2 -15.9 -5.2 1.2 WLS4 -- [1.10] Copyright © 2020 SDG, Inc. Page 11 of 13 Moreno Residence 14 August 8, 2016 ASCE?-10 - MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Leeward Wall 19.7 59.9 0.87 -0.50 0.18 -26.1 -36.8 -15.3 2 Side Wall 19.7 59.9 -0.70 -36.5 -47.3 -25.7 3 Windward Wall 15.0 18.0 Overhang Top 19.7 19.7 Overhang Bot 18.0 56.6 0.87 0.80 0.18 39.4 58.8 0.80 40.9 59.9 -0.18 0 -9.4 59.9 -0.87 -45.3 58.8 0.80 40.9 28.6 30.1 50.2 51.7 4 Side Walt 19.7 59.9 0.87 -0.70 0.18 -36.5 -47.3 -25.7 B Windward Roof 19.7 59.9 0.87 -0.18 0.18 -9.4 -20.2 19.7 59.9 -0.87 -45.3 -56.1 A Leeward Roof 19.7 59.9 0.87 -0.56 0.18 -29.2 -40.0 C&D Roof 0 to 9.8 * 59.9 0.87 -0.98 0.18 -51.1 9.8 to 19.7 * 59.9 -0.81 -42.2 19.7 to 26.7 * 59.9 -0.59 -30.7 0 to 26.7 * 59.9 -0.18 -9.4 -61.9 -53.0 -41.5 -20.2 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. 1.4 -34.6 -18.4 -40.3 -31.4 -20.0 1.4 WLS4 - [1.10] Copyright O 2020 SDG, Inc. Page 12 of 13 Moreno Residence 15 August 8, 2016 ASCE?-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Side Wall 19.7 59.9 0.89 -0.70 0.18 -37.3 -48.1 -26.5 2 Leeward Wall 19.7 59.9 -0.24 -12.8 -23.6 -2.0 3 Side Wall 19.7 59.9 0.89 -0.70 0.18 -37.3 -48.1 -26.5 4 Windward Wall 15.0 18.0 Overhang Top 19.7 19.7 Overhang Bot 18.0 D Windward Roof 19.7 19.7 56.6 0.89 0.80 0.18 40.3 58.8 0.80 41.9 59.9 -0.03 0 -1.6 59.9 -0.54 -28.8 58.8 0.80 41.9 59.9 0.89 -0.03 0.18 -1.6 59.9 -0.54 -28.8 C Leeward Roof 19.7 59.9 0.89 -0.46 0.18 -24.5 A&B Roof O to 9.8* 9.8 to 19.7 * 19.7 to 39.3 * 39.3 to 84.0 * 0 to 84.0* 59.9 0.89 -0.90 0.18 -48.0 59.9 -0.90 -48.0 59.9 -0.50 -26.7 59.9 -0.30 -16.0 59.9 -0.18 -9.6 29.5 31.1 -12.4 -39.6 -35.3 -58.8 -58.8 -37.4 -26.8 -20.4 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. 51.1 52.6 9.2 -18.0 -13.7 -37.2 -37.2 -15.9 -5.2 1.2 WLS4 -- [1.10] Copyright © 2020 SDG, Inc. Page 13 of 13 ASD WIND LOAD ROOF PRESSURES ZONE AREA <19 sf 20 sf to 49 sf 50 sf to 79 sf 80 sf to 100 sf Roofing 1 -38.8 -37.7 -36.3 -35.6 -32.3 2 -67.6 -62.2 -55.0 -51.4 -79.1 3 -67.6 -62.2 -55.0 -51.4 -79.1 2 OH -79.1 -79.1 -79.1 -79.1 39.5 3 OH -79.1 -79.1 -79.1 -79.1 -47.8 ASD WIND LOAD WALL PRESSURES AREA ZONE 4 ZONE 5 (+) (-) (+) (-) Window 42.4 -46.0 42.4 -56.8 Door 40.6 -44.2 40.6 -52.9 0 sf to 19 sf 42.4 -46.0 42.4 -56.8 20 sf to 29 sf 40.6 -44.2 40.6 -52.9 30 sf to 49 sf 39.5 -43.1 39.5 -50.7 50 sf to 99 sf 38.1 -41.7 38.1 -47.8 100 sf to 199 sf 35.9 -39.5 35.9 -44.2 *ASD wind pressure values for roof and walls are based on WLS4 wind calculations *Per ASCE 7-10, ASD wind pressure = 0.6 x (WLS4 wind pressure) 16 BCC Table OH Roof 8/8/2016 • engineering JOB# 160181.00 SHEET# PROJECT NAME: Moreno Residence SUBJECT: CMU Opening Design CALCULATED BY: CA DATE: Aug -16 CHECKED BY: DATE: Assume: 2 CeIIs Fully Grouted #I5 @ 8 in. O.C. b= 16 in. d= 3.81 in. f'm 1500 psi E5 29000000 psi Em 1350000 psi L 9 ft n=EJEm 21.5 AS = 0.465 int p=AS/bd 0.0076 Design: fb = k= 0.432 j= 0.856 500 psi M = fb*b*j*k*d2/2 = Rebar # AS 4 0.2 5 0.31 6 0.44 7 0.6 8 0.79 9 1 1787.9 Ib -ft (equivalent Moment) W = M*8/L2 = 176.6 plf (equivalent Wind Load) Wind Load, 1/411 43.1 psf (Zone 4; 30 SF) 50.7 psf (Zone 5; 30 SF) Equivalent Width = # CeIIs ELF = 16 in 2.76 ft 2.15 ft No Tie Column Needed for openings 5 5.5 ft 4.3 ft (Zone 4) (Zone 5) 17 Hox engineering J088 160181.00 SHEETS PROJECT NAME: Moreno Residence SUBJECT: B-1 CALCULATED BY: CA DATE: Aug -16 CHECKED 86: DATE: f'c 3000 psi Ec= 3122019 psi 2nd DL 20 psf Es= 29000000 psi 2nd IL 100 psf n= 9 2nd floor t.w. 2nd Slab SW Wu BM span, L 9 ft Beam b i 12 in Beam h 12 in d, vert. 9.8 in P, DL= 0 k 4 ft P, LL= 0 k 100 psf Location= 0 ft 1.4DL 882.0 1.2DL+1.6LL 1396.0 • Mu 1.4DL 8.9 1.20L+1.6LL 14.1 Max. Mu= As required= Vu= 4,Vc= pif plf k -ft k -ft 14.1 k -ft Wa DL 630.0 DL+LL 1030.0 LL 400.0 DL 6.4 DL+LL 10.4 LL 4.1 plf pif plf k -ft k -ft k -ft Max. Ma= 10.4 k -ft 0.36 int provide 2 #5 As provided= 0.62 in2 6.3 k 9.7 k 4Vc/2= 4.8 k <Vu, provide Shear Reinf. Tie spacing Tie size 4Vs= 4V= 5 #3 19.4 k 29.1 k in Vert. Deflection Check Igo 1728.0 in4 p= 0.0053 Cs= Icr= fr= Mcr= 2.6 369.9 in4 410.8 psi 9.9 k -ft OK le= 1517.3 in4 DL+LL Defl. 0.03 in I/240 0.45 Longterm DL+LL Defl. 0.05 in 1/240 0.45 LL Defl. 0.01 in 1/360 0.30 in in in ok ok ok 18 Roberto Morenos Residence HVAC Load Calculations for Roberto Moreno / Sasha B. Berdaguer 671 NE 105 St Miami Shores, Florida 33138 RHVACRESIDENI1AL HVAC LOADS •• • • • • •••• • • • •• • •• • •• • ••• • • •••• • • • • •••• • • •• • • • • • ••• •• •••• • • • • • • • • • • • • • • •• • .••• • • • • • • • 7, , epar-*B : a 01,„,,,.t f1 /? r^ , a Corp. AtAttpoo177. •dis Architects 75th Avgn ; Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. E:\ ...\Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. JNL Group Corp. 7 yr Roberto Morenos Residence Miami, FL 33144 ��UUll Page 2 [Project Report General Project Information Project Title: Roberto Morenos Residence Designed By: Nereyda Quintana Project Date: Tuesday, July 26, 2016 Client Name: Roberto Moreno / Sasha B. Berdaguer Client Address: 671 NE 105 St Client City: Miami Shores, Florida 33138 Company Name: Modis Architects Company Representative: Florida Corp. AA#26001777 Company Address: 4955 SW 75th Avenue Company City: Miami, FI 33155 Company Phone: 786 879 8882 Company Fax: 786 350 1515 Company E-Mail Address: MODIS@MODISarchitects.com Design Data Reference City: Miami, Florida Building Orientation: Front door faces North •... Daily Temperature Range: Low • . • • '. •..' .... • Latitude: 25 Degrees • • • .. . . •• • Elevation: 7 ft. •• •• • .... i • Altitude Factor: 1.000 • • Outdoor Outdoor Outdoor Indoor Indoor Gralps •.' • ••••1 Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Differesi ... • .. ..:..1 Winter: 47 44.1 n/a n/a 70 41/A... • • Summer: 90 77 56% 50% 75 •65.. • • 0 • • . • • • • • . ..•.•�. Check Figures •• • Total Building Supply CFM: 5,325 CFM Per Square ft.: ' • • • •••• 0.831 • Square ft. of Room Area: 6,409 Square ft. Per Ton: •.. • • 559 •Volume (ft3) of Cond. Space: 52,151 LBuilding Loads _ Total Heating Required Including Ventilation Air: 106,765 Btuh 106.765 MBH Total Sensible Gain: 113,163 Btuh 82 % Total Latent Gain: 24,469 Btuh 18 % Total Cooling Required Including Ventilation Air: 137,632 Btuh 11.47 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\ ...\Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM E:\...\Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. JNL Group Corp. Roberto Morenos Residence Miami, FL 33144 Page 3 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain UV106: Glazing-Operable Window, single clear , no 765.9 18,673 0 31,630 31,630 break, u-value 1.06, SHGC 0.43 UV105: Glazing-Operable Window, single clear , no 272 6,570 0 6,825 6,825 break, u-value 1.05, SHGC 0.44 UV104: Glazing-Operable Window, single clear , no 297 7,104 0 15,112 15,112 break, u-value 1.04, SHGC 0.5 UV1041: Glazing-Operable Window, single clear , no 99.8 2,387 0 3,422 3,422 break, u-value 1.04, SHGC 0.41 11H: Door-Wood - Panel With Wood Storm 18.4 100 0 94 94 Exterior wall R-4.1: Wall-Block, Custom, R-4.1 Boar 3770.4 21,680 0 18,192 18,192 insulation, open core siding finish Exterior wall R-4.1: Part-Block, Custom, R-4.1 Boar 140.8 598 0 564 564 insulation, open core siding finish 16BR-19-m1: Roof/Ceiling-Under Attic with Insulation on 3800 4,282 0 10,054 10,054 Attic Floor (also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 •••• • • insulation, light metal• • •••• •••• •• 0. 22A-ph: Floor-Slab on grade, No edge insulation, no 249 7,777 •8• • •• 0 • • insulation below floor, any floor cover, passive, heavy • • • •••• • moist soil Subtotals for structure: 69,171 • D"'. 85,$33.:. 85,893 People: 5 1,00D"' 1,f50 2,15Q•, Equipment: 6,2bb: • ••: •1,17$ • 6 . 7,5 '8• • Lighting: 0 Q fl : Ductwork: 19,918 3, ':: 17,687 • 21,613•, Infiltration: Winter CFM: 699, Summer CFM: 360 17,676 13$43 ' 5,93Q.:. 19,2990 • Ventilation: Winter CFM: 0, Summer CFM: 0 0 : 0 .'. • 0 :•41).• AED Excursion: 0 Tl • 1,3T8;'. 1!318 Total Building Load Totals: 106,765 24,469 113,165 • 137,632 Check Figures Total Building Supply CFM: 5,325 CFM Per Square ft.: 0.831 Square ft. of Room Area: 6,409 Square ft. Per Ton: 559 Volume (ft3) of Cond. Space: 52,151 Building Loads Total Heating Required Including Ventilation Air: 106,765 Btuh 106.765 MBH Total Sensible Gain: 113,163 Btuh 82 % Total Latent Gain: 24,469 Btuh 18 % Total Cooling Required Including Ventilation Air: 137,632 Btuh 11.47 Tons (Based On Sensible + Latent) LNotes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads according to the manufacturer's performance data at your design conditions. E:\...\Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM E:\ ...\Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. JNL Group Corp. Roberto Morenos Residence Miami, FL 33144 Page 4 System 1 Ahu 1 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain UV106: Glazing-Operable Window, single clear , no 136.1 3,319 0 6,014 6,014 break, u-value 1.06, SHGC 0.43 UV105: Glazing-Operable Window, single clear , no 108.8 2,628 0 2,730 2,730 break, u-value 1.05, SHGC 0.44 UV104: Glazing-Operable Window, single clear , no 133.1 3,184 0 6,776 6,776 break, u-value 1.04, SHGC 0.5 UV1041: Glazing-Operable Window, single clear , no 42 1,004 0 1,572 1,572 break, u-value 1.04, SHGC 0.41 Exterior wall R-4.1: Wall-Block, Custom, R-4.1 Boar 1269.6 7,300 0 6,125 6,125 insulation, open core siding finish 22A-ph: Floor-Slab on grade, No edge insulation, no 211 6,590 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 24,025 0 23,217 23,217 People: 0 0 0 0 Equipment: 700 7j10" •, 1,400 Lighting: 0 •• .'. V"• ••e• Ductwork: 12,528 2,602' • 11,4.•. 14,068•] Infiltration: Winter CFM: 172, Summer CFM: 89 4,362 3,308•:• • 1,471' • 4,1'790 Ventilation: Winter CFM: 0, Summer CFM: 0 0 •0" • • 0 • ;.Q• System 1 Ahu 1 Load Totals: 40,915 6,6•114,,• 36,$84 • • • 43,164 61.••• .Ai....---•-•-•----.7-0-. Check Figures • • Supply CFM: 1,675 CFM Per Square ft.: 0.751 . • Square ft. of Room Area: 2,230 Square ft. Per Ton: • • •• 616 •41 •Volume (ft3) of Cond. Space: 17,840 System Loads • . • •••• • Total Heating Required Including Ventilation Air: 40,915 Btuh 40.915 MBH • • •• Total Sensible Gain: 36,854 Btuh 85 ok Total Latent Gain: 6,610 Btuh 15 % Total Cooling Required Including Ventilation Air: 43,464 Btuh 3.62 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\ ...\Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM E:\ ...\Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. JNL Group Corp. Roberto Morenos Residence Miami, FL 33144 Page 5 System 2 Ahu 2 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain UV106: Glazing -Operable Window, single clear , no 224.5 5,473 0 10,676 10,676 break, u -value 1.06, SHGC 0.43 UV105: Glazing -Operable Window, single clear , no 108.8 2,628 0 2,730 2,730 break, u -value 1.05, SHGC 0.44 UV104: Glazing -Operable Window, single clear , no 163.8 3,920 0 8,336 8,336 break, u -value 1.04, SHGC 0.5 UV1041: Glazing -Operable Window, single clear , no 17 407 0 858 858 break, u -value 1.04, SHGC 0.41 11H: Door -Wood - Panel With Wood Storm 18.4 100 0 94 94 Exterior wall R-4.1: Wall -Block, Custom, R-4.1 Boar 978.9 5,629 0 4,724 4,724 insulation, open core siding finish Exterior wall R-4.1: Part -Block, Custom, R-4.1 Boar 140.8 598 0 564 564 insulation, open core siding finish 16BR-19-ml: Roof/Ceiling-Under Attic with Insulation on 1771 1,996 0 4,685 4,685 Attic Floor (also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 • • • • • • insulation, light metal •••• •••• • •• • Subtotals for structure: 20,751 0• ' 32,feT. •. 32,667 • People: 1 200':" 2317' • 439• Equipment: 1,000' • •' 478 • 1,fal, Lighting: 0 •••"• :.(1,;. • 0 Ductwork: 2,572 51S••• 2,340 2,85¢• Infiltration: Winter CFM: 243, Summer CFM: 123 6,140 4,555: • •: 2,Q28 • •. 6,584• Ventilation: Winter CFM: 0, Summer CFM: 0 0 • U •' 4,0,•• ••134) System 2 Ahu 2 Load Totals: 29,463 6,2f2 • : 37,743 `• 44,015•: • Check Figures • • • • �� • .`•:`•0.946' Supply CFM: 1,675 CFM Per Square ft.: Square ft. of Room Area: 1,771 Square ft. Per Ton: • • • 483 Volume (ft') of Cond. Space: 15,047 1 System Loads Total Heating Required Including Ventilation Air:29,463 Btuh 29.463 MBH Total Sensible Gain: 37,743 Btuh 86 % Total Latent Gain: 6,272 Btuh 14 % Total Cooling Required Including Ventilation Air: 44,015 Btuh 3.67 Tons (Based On Sensible + Latent) LNotes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\ ...\Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM E:\ ...\Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM • • • • • • • • • • Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. JNL Group Corp. Roberto Morenos Residence Miami, FL 33144 Page 6 System 3 Ahu 3 Summary Loads Component Area Sen Lat Sen Total Desch •tion Quan Loss Gain Gain Gain UV106: Glazing -Operable Window, single clear , no 386.1 9,413 0 14,249 14,249 break, u -value 1.06, SHGC 0.43 UV1041: Glazing -Operable Window, single clear , no 20.4 488 0 496 496 break, u -value 1.04, SHGC 0.41 UV105: Glazing -Operable Window, single clear , no 54.4 1,314 0 1,365 1,365 break, u -value 1.05, SHGC 0.44 Exterior wall R-4.1: Wall -Block, Custom, R-4.1 Boar 1259.1 7,240 0 6,075 6,075 insulation, open core siding finish 16BR-19-mi: Roof/Ceiling-Under Attic with Insulation on 2029 2,286 0 5,369 5,369 Attic Floor (also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 insulation, Tight metal Subtotals for structure: 20,741 0 27,554 27,554 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 .t'. 0 Ductwork: 4,817 888 .'. 3,88'146' 4,889• Infiltration: Winter CFM: 254, Summer CFM: 133 6,433 4,91/• • 2,1,7'. •. 7,104 • Ventilation: Winter CFM: 0, Summer CFM: 0 0 .5.1.U' • ••8• AED Excursion: 0 'a'•'• 1,318' 1,:1$. •System 3 Ahu 3 Load Totals: 31,991 6,528,,,• 35,00•••. 42,,I85 Check Figures • •• • • • ' `` •-•-• • 0.826 ...• Supply CFM: 1,675 CFM Per Square ft.: Square ft. of Room Area: 2,029 Square ft. Per Ton: •• •• 574 '. •Volume (ft3) of Cond. Space: 16,232 • • • System Loads ..` : .,.. w Total Heating Required Including Ventilation Air: 31,991 Btuh 31.991 MBH w• • • Total Sensible Gain: 35,860 Btuh 85 % Total Latent Gain: 6,525 Btuh 15 % Total Cooling Required Including Ventilation Air: 42,385 Btuh 3.53 Tons (Based On Sensible + Latent) Notes j Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\ ...\Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM • • • • • • • • • • E:\ ...Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM • • • • . • . • . Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. JNL Group Corp.;} Roberto Morenos Residence Miami; FL 33144 Pale 7 [System 4 Ahu 4 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain UV106: Glazing -Operable Window, single clear , no 19.2 468 0 691 691 break, u -value 1.06, SHGC 0.43 UV1041: Glazing -Operable Window, single clear , no 20.4 488 0 496 496 break, u -value 1.04, SHGC 0.41 Exterior wall R-4.1: Wall -Block, Custom, R-4.1 Boar 262.8 1,511 0 1,268 1,268 insulation, open core siding finish 22A -ph: Floor -Slab on grade, No edge insulation, no 38 1,187 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 3,654 0 2,455 2,455 People: 0 0 0 0 Equipment: 4,500 0 4,500 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 29, Summer CFM: 15 741 562 250 812 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 .b•••. 0 • System 4 Ahu 4 Load Totals: 4,395 5,062. • •: 2,705, •, 7,'if;f. .•0010 .. . ... Check Figures ....D....,"1 _ • Supply CFM: 300 CFM Per Square ft.:0.792 :... Square ft. of Room Area: 379 Square ft. Per Ton:586 • 00001 Volume (ft3) of Cond. Space: 3,032 • �• •�• . . System Loads .. .. .... 00_0414 Total Heating Required Including Ventilation Air: 4,395 Btuh 4.395 MBH • .• Total Sensible Gain: 2,705 Btuh 35 % •• • •.... • Total Latent Gain: 5,062 Btuh 65 % . . Total Cooling Required Including Ventilation Air: 7,767 Btuh 0.65 Tons (Based•OnSensible.1'.atent) :••• [Notes • • • Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\ ...Roberto Moreno.rh9 Tuesday, July 26, 2016, 10:09 PM • • • • . • . • . FORM R405-2014 - - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Roberto Morenos Residence Builder Name: Street: 671 NE 105 St Permit Office: City, State, Zip: Miami Shores , FL , 33138 Permit Number: Owner: Roberto Moreno / Sasha B. Berdaguer Jurisdiction: Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 6409 Conditioned floor area below grade (ft2) 0 - 7. Windows(1434.7 sqft.) Description Area a. U -Factor: Sgl, U=1.06 765.92 ft2 SHGC: SHGC=0.43 b. U -Factor: Sgl, U=1.04 296.96 ft2 SHGC: SHGC=0.50 c. U -Factor: Sgl, U=1.05 272.00 ft2 SHGC: SHGC=0.44 d. U -Factor: other (see details) 99.80 ft2 SHGC: other (see details) Area Weighted Average Overhang Depth: 2.800 ft. Area Weighted Average SHGC: 0.445 8. Floor Types (2609.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2609.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (5364.3 sqft.) Insulation Area a. Concrete Block Int Insul, Exterior R=4.1 5205.10 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 90.40 ft2 c. Interior Frame - Wood, Interior R=4.1 68.80 ft2 d. N/A R= ft2 10. Ceiling Types (3800.0 sqft.) Insulation Area a. Under Attic (Vented) R=19.0 3800.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts R ft2 a. Sup: Ahu 1, Ret: Ahu 1, AH: Ahu 1 4.2 100 b. Sup: Attic, Ret: Attic, AH: Ahu 2 6 125 c. Sup: Attic, Ret: Attic, AH: Ahu 3 6 75 12. Cooling systems kBtu/hr Efficiency a. Central Unit 47.0 SEER:20.50 b. Central Unit 47.0 SEER:20.50 2 additional cooling systems . • l's ig details) 13. Heating systems ; . •. kBtu/hr• •'Efficiency • a. Electric Strip Heat • • • 4Q!9' �P:1.00 • • b. Electric Strip Heat 34.1. GOP:1.00 2 additional heating systems • (see details). 14. Hot water systems .... . • . a. Electric Tankless '.... •• ;Ci311:'I•gallons . •F: 0.920 • b. Conservation features • • • . . None •• •• •••• 15. Credits • • • • Pstat • . . • . • . • Total Proposed Modified Loads: 212.83 .. Glass/Floor Area: 0.224• Total Baseline Loads: 212.53 . ps• • • • • I hereby certify that the plans and specifications covered by this calculation are in compliance wit he Florida Energy Code. ;/�� • PREPARED BY: ...- • Review of the plans and specifications covered by this:' calculation indicates compliance Before construction isby thisV, with the Florida Energy Code. this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL. .•�O 11E ti. • e;* :: yo>, , '' ' ti +o«, It -11 0 ; i 0 .'.,�3-a '•�..y, ' OD STAT, ' , .. O� ••. �r � =^ p. -°.,AA „'_ 0 A. 1 fi ; yyE ..�• ..., DATE 0 s_�_���_�_ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE• DATE. - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title: Roberto Morenos Residence Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 6409 Lot # Owner: Roberto Moreno / Sasha B. 8 Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 671 NE 105 St Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction: Whole House Fan: City, State, Zip: Miami Shores , Family Type: Single-family FL , 33138 New/Existing: New (From Plans) Comment: NM= I/V CLIMATE V Design Location TMY SiteIECC Design Temp Int Design Temp Heating Design Daily Temp Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 2230 17840 2 Block2 1771 14937.3 3 Block3 2029 16232 ••••• • 4 Block4 379 3032 • • • • • • • • • • • • • ... •.•.I. SPACES • ..•• 1 • • 'Gaoled Heated Number Name Area Volume Kitchen Occupants Bedrooms InfihlD aa.• • P • •••.•lnished• • • 1 Ahu 1 2230 17840 No 0 0 1 • •: •''s : • n•e,s • •rtr • .. .. ••.• 2 Ahu 2 1771 14937.3 Yes 1 1 1 Yes ,Yes Yes • • 3 Ahu 3 2029 16232 No 4 3 1 • • Nees • lies • •Yee• • 4 Ahu 4 379 3032 No 0 0 1 . • •`fes . Yes : FORM R405-2014 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 CEILING ✓ # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 2 Under Attic (Vented) Under Attic (Vented) Ahu 2 Ahu 3 19 19 1771 ft2 2029 ft2 0.11 0.11 Wood Wood WALLS VAdjacent # arm.To Wa0.T�cpP Space Cavity Width R a1u Ft In Height Ft In Area Sheathing Framing Solar Below R -value Fraction_Absor_hradP% 1 W Exterior Concrete Block - Int Insul Ahu 1 4.1 10.7 0 8 0 85.6 ft2 0 0 0.8 0 2 N Exterior Concrete Block - Int Insul Ahu 1 4.1 33.6 0 8 0 268.8 ft2 0 0.8 0 3 NE Exterior Concrete Block - Int Insul Ahu 1 4.1 35 0 8 0 280.0 ft2 0 0.8 0 4 E Exterior Concrete Block - Int Insul Ahu 1 4.1 5.8 0 8 0 46.4 ft2 0 0.8 0 5 S Exterior Concrete Block - Int Insul Ahu 1 4.1 43.5 0 8 0 348.0 ft2 0 0.8 0 6 N Exterior Concrete Block - Int Insul Ahu 1 4.1 19 0 8 0 152.0 ft2 0 0 0.8 0 7 W Exterior Concrete Block - Int Insul Ahu 1 4.1 14.3 0 8 0 114.4 ft2 0 0 0.8 0 8 W Exterior Concrete Block - Int Insul Ahu 1 4.1 32.4 0 8 0 259.2 ft2 0 0 0.8 0 9 E Exterior Concrete Block - Int Insul Ahu 1 4.1 16.9 0 8 0 135.2 ft2 0 0 0.8 0 10 W Exterior Concrete Block - Int Insul Ahu 2 4.1 10.7 0 9 0 96.3 ft2 0 0 0.8 0 11 N Exterior Concrete Block - Int Insul Ahu 2 4.1 33.6 0 9 0 302.4 ft2 0 0 0.8 0 12 NE Exterior Concrete Block - Int Insul Ahu 2 4.1 35 0 9 0 315.0 ft2 0 0 0.8 0 13 E Exterior Concrete Block - Int Insul Ahu 2 4.1 5.8 0 9 0 52.2 ft2 0 Q•••••0.8 0 • • 14 N Exterior Concrete Block - Int Insul Ahu 2 4.1 19 0 8 0 152.0 ft2 • 4 • •. . 0 .• 0.8 • O. . 15 W Exterior Concrete Block Int Insul Ahu 2 4.1 15.2 0 8 0 121.6 ft2 •.. p.. • 0 •. •0.8 •• •,(X • 16 W Exterior Concrete Block - Int Insul Ahu 2 4.1 9.9 0 8 0 79.2 ft2 • • • N0• • 0 • 0.8 • 0 • 17 W Exterior Concrete Block - Int Insul Ahu 2 4.1 20.9 0 8 0 167.2 ft2 . • • l0•. ...• 4 . • 0.8 • 0 • 18 S Garage Concrete Block - Int Insul Ahu 2 4.1 11.3 0 8 0 90.4 ft2 • • • p• . Q • • 0.8 • 0 • 19 E Exterior Concrete Block - Int Insul Ahu 2 4.1 25.9 0 8 0 207.2 ft2 • • • •' O • • • • • • 0.8 ....0.. 20 N Ahu 1 Interior Frame - Wood Ahu 2 4.1 8.6 0 8 0 68.8 ft2 ; • •'p•; • 0.8 'iL 21 W Exterior Concrete Block - Int Insul Ahu 3 4.1 33 0 8 0 264.0 ft2 . 0 . • 0.8 0• • 22 SW Exterior Concrete Block - Int Insul Ahu 3 4.1 6.6 0 8 0 52.8 ft2 •.. 0 : .... 0.8 : • •d; 23 S Exterior Concrete Block - Int Insul Ahu 3 4.1 29.5 0 8 0 236.0 ft2 0 • • •0.8 0 24 SE Exterior Concrete Block - Int Insul Ahu 3 4.1 6.6 0 8 0 52.8 ft2 0 0.8 0 25 N Exterior Concrete Block - Int Insul Ahu 3 4.1 20 0 8 0 160.0 ft2 0 0.8 0 26 E Exterior Concrete Block - Int Insul Ahu 3 4.1 26.6 0 8 0 212.8 ft2 0 0.8 0 27 E Exterior Concrete Block - Int Insul Ahu 3 4.1 21.3 0 8 0 170.4 ft2 0 0.8 0 28 S Exterior Concrete Block - Int Insul Ahu 3 4.1 7.9 0 8 0 63.2 ft2 0 0.8 0 29 E Exterior Concrete Block - Int Insul Ahu 3 4.1 23 0 8 0 184.0 ft2 0 0.8 0 30 S Exterior Concrete Block - Int Insul Ahu 3 4.1 17 0 8 0 136.0 ft2 0 0.8 0 31 W Exterior Concrete Block - Int Insul Ahu 3 4.1 23.5 0 8 0 188.0 ft2 0 0.8 0 32 E Exterior Concrete Block - Int Insul Ahu 4 4.1 18.3 0 8 0 146.4 ft2 0 0.8 0 33 N Exterior Concrete Block - Int Insul Ahu 4 4.1 19.5 0 8 0 156.0 ft2 0 0 0.8 0 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 DOORS # Ornt Door Type Space Storms U -Value Ft Width In Height Ft In Area 1 N Wood Ahu 2 Wood .32 2.7 6.8 18.4 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Metal Single (Clear) Yes 1.06 0.43 26.0 ft2 2.8 ft 0 in 1.3 ft 0 in None None 2 N 2 Metal Single (Clear) Yes 1.05 0.44 108.8 ft2 2.8 ft 0 in 1.3 ft 0 in None None 3 NE 3 Metal Single (Clear) Yes 1.06 0.43 33.3 ft2 2.8 ft 0 in 1.3 ft 0 in None None 4 NE 3 Metal Single (Clear) Yes 1.04 0.5 133.1 ft2 2.8 ft 0 in 1.3 ft 0 in None None 5 N 6 Metal Single (Clear) Yes 1.06 0.43 19.2 ft2 2.8 ft 0 in 1.3 ft 0 in None None 6 N 6 Metal Single (Clear) Yes 1.04 0.41 21.0 ft2 2.8 ft 0 in 1.3 ft 0 in None None 7 W 7 Metal Single (Clear) Yes 1.06 0.43 9.6 ft2 2.8 ft 0 in 1.3 ft 0 in None None 8 W 8 Metal Single (Clear) Yes 1.04 0.41 21.0 ft2 2.8 ft 0 in 1.3 ft 0 in None None 9 W 8 Metal Single (Clear) Yes 1.06 0.43 28.8 ft2 2.8 ft 0 in 1.3 ft 0 in None None 10 E 9 Metal Single (Clear) Yes 1.06 0.43 19.2 ft2 2.8 ft 0 in 1.3 ft 0 in None None 11 W 10 Metal Single (Clear) Yes 1.06 0.43 26.0 ft2 2.8 ft 0 in 1.3 ft 0 in None None 12 N 11 Metal Single (Clear) Yes 1.05 0.44 108.8 ft2 2.8 ft 0 in 1.3 ft 0 in None None 13 NE 12 Metal Single (Clear) Yes 1.06 0.43 41.0 ft2 2.8 ft 0 in 1.3 ft 0 in J'Mifi•. None 14 NE 12 Metal Single (Clear) Yes 1.04 0.5 163.8 ft2 2.8 ft 0 in 1;8•ft• • e in' None• •• • None • • 15 N 14 Metal Single (Clear) Yes 1.06 0.43 16.0 ft2 2.8 ft 0 in 1.3.ft Q in. • fig. • NDDa : • 16 W 15 Metal Single (Clear) Yes 1.06 0.43 16.0 ft2 2.8 ft 0 in mine fM None Clone • 17 W 16 Metal Single (Clear) Yes 1.04 0.41 17.0 ft2 2.8 ft 0 in 14648 in. •.•• worm: • • fvone • 18 W 17 Metal Single (Clear) Yes 1.06 0.43 28.8 ft2 2.8 ft 0 in 1 aft Q yL Hong • Vilt . • 19 E 19 Metal Single (Clear) Yes 1.06 0.43 96.7 ft2 2.8 ft 0 in 19094.4n. None*. Noss. • 20 W 21 Metal Single (Clear) Yes 1.06 0.43 96.7 ft2 2.8 ft 0 in 1eff 0 Tit None Nonr;. 21 SW 22 Metal Single (Clear) Yes 1.06 0.43 32.2 ft2 2.8 ft 0 in 1.3 ft 01n ?fame • None 22 S 23 Metal Single (Clear) Yes 1.06 0.43 75.4 ft2 2.8 ft 0 in 1%0f48 iri None. • • • • None •: 23 S 23 Metal Single (Clear) Yes 1.04 0.41 20.4 ft2 2.8 ft 0 in 1.3 ft 0 in Ildhe • None 24 SE 24 Metal Single (Clear) Yes 1.06 0.43 32.2 ft2 2.8 ft 0 in 1.3 ft 0 in None None 25 N 25 Metal Single (Clear) Yes 1.05 0.44 54.4 ft2 2.8 ft 0 in 1.3 ft 0 in None None 26 E 26 Metal Single (Clear) Yes 1.06 0.43 8.1 ft2 2.8 ft 0 in 1.3 ft 0 in None None 27 E 27 Metal Single (Clear) Yes 1.06 0.43 13.6 ft2 2.8 ft 0 in 1.3 ft 0 in None None 28 E 27 Metal Single (Clear) Yes 1.06 0.43 26.0 ft2 2.8 ft 0 in 1.3 ft 0 in None None 29 S 28 Metal Single (Clear) Yes 1.06 0.43 26.0 ft2 2.8 ft 0 in 1.3 ft 0 in None None 30 E 29 Metal Single (Clear) Yes 1.06 0.43 8.1 ft2 2.8 ft 0 in 1.3 ft 0 in None None 31 S 30 Metal Single (Clear) Yes 1.06 0.43 38.6 ft2 2.8 ft 0 in 1.3 ft 0 in None None 32 W 31 Metal Single (Clear) Yes 1.06 0.43 28.8 ft2 2.8 ft 0 in 1.3 ft 0 in None None 33 E 32 Metal Single (Clear) Yes 1.06 0.43 9.6 ft2 2.8 ft 0 in 1.3 ft 0 in None None 34 N 33 Metal Single (Clear) Yes 1.06 0.43 9.6 ft2 2.8 ft 0 in 1.3 ft 0 in None None 35 E 27 Metal Single (Clear) Yes 1.04 0.41 20.4 ft2 2.8 ft 0 in 1.3 ft 0 in None None 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 676 ft2 384 ft2 64 ft 8 ft 4.1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000258 4336.8 238.08 447.75 .2191 5 HEATING SYSTEM J# System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat 2 Electric Strip Heat 3 Electric Strip Heat 4 Electric Heat Pump None None None None COP:1 40.92 kBtu/hr 1 COP:1 34.1 kBtu/hr 2 COP:1 34.1 kBtu/hr 3 HSPF:8.2 9 kBtu/hr 4 sys#1 sys#2 sys#3 Ductless COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit 2 Central Unit 3 Central Unit 4 Central Unit Split Split Split Split SEER: 20.5 47 kBtu/hr 1675 cfm 0.75 1 SEER: 20.5 47 kBtu/hr 1675 cfm 0.75 , .?• • • SEER: 20.5 47 kBtu/hr 1671 cfm • . 0.75 • •'3 •• • •• • SEER: 14.5 9 kBtu/hr 360•Qfrr• 0.75 • • . • i • sys#1 sys#2 Syrs1tS 4: • • Ductless HOT WATER SYSTEM •••• •• . . ✓ # System Type SubType Location EF Cap Use SetPnt :. • :: • CrnseJation • .:.. • • 1 Electric Tankless Ahu 1 0.92 1 gal 70 gal 120 deg.. • •. • • . alone SOLAR HOT WATER SYSTEM • • • •• • V FSEC Cert # Company Name C$BaCTor: Stoma%. System Model # Collector Model # Area Volta ; • • FEF None None ft2 DUCTS V Supply # Location R -Value Area Return Location Area Air CFM 25 CFM25 Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Ahu 1 4.2 100 ft2 2 Attic 6 125 ft2 3 Attic 6 75 ft2 Ahu 1 Attic Attic 20 ft2 10 ft2 5 ft2 Default Leakage Ahu 1 (Default) (Default) Default Leakage Ahu 2 (Default) (Default) Default Leakage Ahu 3 (Default) (Default) 1 1 2 2 3 3 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 ••• • • • • • •••• • • • • •• • •• • • • • • • .• • • • • • •••.• • • • • • • ••. • • • • •• •• • • • • •• • • • ••• • • • • • •• • • • • • • • • • • • •• • •••• • • • • • 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r Ma Jun Jul Au Se Oct Nov Dec Heating Venting X Jan Jan Feb H Feb X Mar X Mar tXJ Apr [ Apr May Jun Jul Aug Sep X Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 ••• • • • • • •••• • • • • •• • •• • • • • • • .• • • • • • •••.• • • • • • • ••. • • • • •• •• • • • • •• • • • ••• • • • • • •• • • • • • • • • • • • •• • •••• • • • • • 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** Description a. U -Factor: Sgl, U=1.06 SHGC: SHGC=0.43 b. U -Factor: Sgl, U=1.04 SHGC: SHGC=0.50 c. U -Factor: Sgl, U=1.05 SHGC: SHGC=0.44 d. U -Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 671 NE 105 St, Miami Shores, FL, 33138 New (From Plans) Single-family 1 4 No 6409 Area 765.92 ft2 296.96 ft2 272.00 ft2 99.80 ft2 2.800 ft. 0.445 Insulation Area R=0.0 2609.00 ft2 R= ft2 R= ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. Interior Frame - Wood, Interior d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Ahu 1, Ret: Ahu 1, AH: Ahu 1 b. Sup: Attic, Ret: Attic, AH: Ahu 2 c. Sup: Attic, Ret: Attic, AH: Ahu 3 12. Cooling systems a. Central Unit b. Central Unit 2 additional cooling systems 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat 2 additional heating systems 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the F rida Energy Efficiency Code for Building Construction through the above energy savin features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: /G_► �1 N� laS St Address of New Home: Date: (14 /Ho City/FL Zip: pili s(Ors Insulation Area R=4.1 5205.10 ft2 R=4.1 90.40 ft2 R=4.1 68.80 ft2 R= ft2 Insulation Area R=19.0 3800.00 ft2 R= ft2 R= ft2 R ft2 4.2 100 6 125 6 75 kBtu/hr Efficiency 47.0 SEER:20.50 47.0 09EIE+R:20.50 • • • •(caebaetails) so,' ; kBtu/hr . • Efficiency 48.9,! :1.00 • 34.1 COP:1.00 (sge details) •••• • • • • ' ' raV t allons .„EF. 0.92 • • • • • • • • • •• •• • • • • • • • • • • •• • •••• • • • Pstat • •••• • • • •• • • • • • • • • • *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 • FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Roberto Morenos Residence Builder Name: Street: 671 NE 105 St Permit Office: City, State, Zip: Miami Shores , FL , 33138 Permit Number: Owner: Roberto Moreno / Sasha B. Berdaguer Jurisdiction: Design Location: FL, Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the budding envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. V Walls Corners and headers shall be insulated and the junction of the foundation ."". • • •••• and sill plate shall be sealed. • • • The junction of the top plate and the top or exterior walls shall be seared. . ".' Exterior thermal envelope insulation for framed walls shall be instated in "'' substantial contact and continuous alignment with the air barrier. ' •••• Knee walls shall be sealed. •••111•• ----•••• •••• • - I • �I •••• • • Windows, skylights and doors The space between window/door jambs and framing and skylighteend• • .. framing shall be sealed. • • • • •••• • V .. • •••• Rim joists Rim joists are insulated and include an air barrier. • •• •• _ • ' Floors (including above -garage and cantilevered floors) Insulation shall be installed to maintain permanent contact with underside : • •"' of subfloor decking. • • . • •• • ... The air barrier shall be installed at any exposed edge of insulation. ' • • • . I:••• • Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class 1 vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. ti Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. f Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. V Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. J Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. J HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. / `I Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/26/2016 6:40 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 671 NE 105 St Permit Number: Miami Shores , FL , 33138 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. ( R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing skieJlilv conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testigg shall bear dj eted by an approved third party. A written report of the results of the test shall be signed by the party condd jib g tl test and provided to NM* official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.' 6.6. • • •• • During testing: '• • 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond•tpt jptended tveath erstrippini ar. • • • other infiltration control measures; . • ••••• 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended ••• • • infiltration control measures; .• • •• • 3. Interior doors, if installed at the time of the test, shall be open; • • • • •••• 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be clostdami' aled; • .' 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and • • : . . • 6. Supply and return registers, if installed at the time of the test, shall be fully open. • • • • R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor c&? bustion air.• • • : • • • • R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more Phan 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. es R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Fig R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. l�f R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)All ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. E{ R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 6 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., Vi R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. • R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. t'' R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. E( R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies R403.4.4.1 Storage water heater temperature controls ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperat Lry i 2ntrols capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimrm temperature setting range shall be from 100°F to 140°F (38°C to 60°C). • • • • 1 • • •• • •• • • ▪ R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to.permit theipptier suppligf• • • •• • to electric service systems to be turned off. A separate valve shall be provided to permit the enQrgytypplied to the rain burn •r(s) of combustion types of service water heating systems to be turned off. •••• • R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall M2bNthe minimum efficiencies ef. • • • Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions!forihe type ce equipment insia ihd. • Equipment used to provide heating functions as part of a combination system shall satisfy ail stated nequisements fo?1,400ropriatg>aateL • heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1.• • • Et • ▪ R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water productioreare rated by the annual solar anergy;. factor of the system. The solar energy factor of a system shall be determined from the Florida Cola!' Energy C$rtgediPectory gf • Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 980LTA Qlethods fpn §gIar Colletteis? • • and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in inet211.ed liar water • heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. of R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. vie R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. Y5 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 • FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) of R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0' R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. N/A n N/A N/A N/A • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural drafte$rwosj heric burners shall not be Tess than the design load calculated in accordance with Section R403.6.1. • • •••• • • • •• • •• • • R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling DG besejing egdlq je jt capacity on ar intermittent basis, such as anticipated additional loads caused by major entertainment events, shall hgve equipment •sized or controlfea To • prevent continuous space cooling or heating within that space by one or more of the following options: • • • • 1. A separate cooling or heating system is utilized to provide cooling or heating to the majore�njejfnment area&: • • • 2. A variable capacity system sized for optimum performance during base load periods is uliliced.• • • • • • • • • • R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Cetfldns C403 and C404 of the Commercial Provisions in lieu of Section R403.• • • • • • • • R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy,servige to the Odlltithirshall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, 4hglpC plecipitati ,, falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. • • • • • • • • • • • • • • • R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted N/A outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oIl-fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum • thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. • R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. - oeIV3 o Th•-•-,••kches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a N/A all be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in uumpnance wun II us equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. • Rena Q z r:nuar• wanted swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or N/A liquid cover or other means proven to reduce heat loss. exception: uutdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or • solar energy source computed over an operating season. ' RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. a5 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights Et R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. d R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 7/26/2016 6:39 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include E1 This checklist Lel A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-caag• •' • orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can • • • be used for field verification (usually 4 pages/may be greater). •""• Energy Performance Level (EPL) Display Card (one page) C�] Mandatory Requirements(three pages) Required prior to CO for the Performance Method: . • .. .. • . . • • • • •••• •••• •• • • •• • • • • • • • • •. • • . •••• • • • • . .• • • • • • • • • • ••.. • • • • . • ❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v4.0 7/26/2016 6:38:55 PM Page 1 of 1