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REV-18-3086EV 18-0;3(58(0 �ii. car- x,,,J A ---O L<F7 -"o jk EV 18-0;3(58(0 �ii. car- x,,,J A ---O L<F7 -"o A REPLACEMENT COST REPORT OF A SINGLE FAMILY HOME LOCATED AT 1460 NE 103`d St Miami Shores, FL 33138 FOR Monica & Christopher Savits & Miami Shores Village ply..... .. . .. . . . . ... . APPRAIS-ALVAZ94 • • • • • • REAL ESTATE APPRAISERS LLC 1444 Biscayne Bbulavard,Sxite•2,11 • • • • • • Miami, Fj;ric h 3.31,3'2 • • • • • ; . .. .... . .. ... . . . ... . ... . . . . ... . . . . . . . . . . . . . • • • . • . . • . .. .. ... . ... . . AppraisalFirst Real Estate Appraisers LLC 1444 Biscayne Boulevard, Suite 211 Miami Beach, Florida 33166 Phone: 30.5-470-2100 Fav 305-381-8047 E-mail.' residential'n appraisalfirst.net E-mail: crnnmerciai'riapst.net October 20, 2016 Monica Savits via email: anchordot( aol.com Re: A replacement cost report related to providing a letter for the depreciated building value of a single family home located at 1460 NE 103`d St Mia>ni Shores, FL 33138. Dear Mr Moreno: As requested I am writing this report to estimate the reproduction or depreciated cost, based on the condition of the property on 10/17/2016 for the above referenced subject dwelling. Once again, the costs and depreciated building value are reflective of the condition of the property on 10/17/2016. 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 10/17/2016, the physical depreciation based on the age/life method is 25%. 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, silagla fa"ly.home that was built in 1958 of good quality construction. The home includes a total, adigje�• J7J0:scT jre• feet per the Miami -Dade appraiser's office.. The valuation is based on theJor"VoMf tb; i4ir1•oyetnents on 10/17/2016. . ... ... ... . . Page 2 • . .. .... . .. ... . . . ... . .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . The home is situated on a 17,945 square foot, single-family zoned waterfront lot in Miami Shores Village. Appraiser: William K Griffith, SRA Cert Res RD 1480 Purpose of Assignment: The purpose of the report is to provide a reproduction/depreciated cost estimate of the subject dwelling. Intended Use of the Report: The client intends on using this report for renovation purposes Interest to be Appraised: This is a reproduction cost analysis of a home owned as a fee simple estate. Legal Description: RE -PLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64/07 LOT 15 BLK 5 Scope of Work: 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 -II (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 the current replacement cost new of the improvement. This method is most effective in analyzing older buildings where the age of the long- lived and short-lived items cannot 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 58 years in age. A mqre practical economic life of 75 years is estimated. .. ... . . . . . .. . ......... . .. ... .. . . . .. . ... ... ... . . . .. .... . .. ... . . . ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Page 3 Marshall Valuation Service: (Continued) Taking into account the condition of the home, which was updated about 10 -years ago with new kitchen, baths, impact resistant windows and a new roof, 20% of the 75 -year estimated economic life, 15 -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 II Direct Cost Per SF $228.42 Adjustment Multipliers Height 1.00 Current 1.06 Local 0.98 Adjusted Direct Cost Per Square Foot $237.28 Building Size/SF 3750 sf Replacement Cost New $889,800 Actual Age 58 years Effective Age 15 years Economic Life 75 years Depreciation Rate 20% (Eff. Age / Eco. Life) Physical Depreciation $177,960 (Cost New x Depreciation. Rate) • • • • • Depreciated Building Cost • • • $�>E1,64� • • (Cost New - physical Depreciation) • • "' Page 4 . ... ... ... . . . .. . . . . . . . ... . . . ... . .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Based on the cost manual described herein, the depreciated building value of the subject property, as of October 17, 2016, is $710,000 (rounded).. If you have any questions or need further assistance please do not hesitate to call me at (305) 470- 2149. Respectfully Submitted, William K Griffith, SRA Cert Res RD 1480 bil4&,appraisalfiirst.net .. ... . . . . . 000 . ..... . ....... . . . . . . . . .. ... .. . . . .. Page 5 . .. .... . .. ... . . . ... . .... ....... . . . . . . . . . . . ... . . . ... . . ADDENDA .. ••• • . . 4, • . 0 •• . ......... . . ... ... ... . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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 10/20/2016 Cert Res RD 14890 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. .. ... . . . . . .. . ......... . .. ... .. . . . .. . ... ... ... . . . .. .... . .. ... . . . ... . 0:0 :0 . . . . ... . . . . . . . . . . . . . • • • • . . . .. .. ... . . . ... . . RESUME OF QUALIFICATIONS: GENERAL EDUCATION: Florida State University B.S. Degree 1980 PROFESSIONAL EDUCATION: APPRAISAL INSTITUTE USPAP Update Florida Appraisal Law FHA & The Appraisal Process The Uniform Appraisal Dataset The Real Estate Market 2011 Residential Design & Functional Utility Reviewing Residential Appraisals & Using FNMA 2000 Roles & Rules of Supervisory & Registered Trainee Appraisers Market Conditions Addendum/1004MC Analyzing Distressed Real Estate Co-ops & Condos Small Hotel/Motel Valuation Business Practices & Ethics New 1025 -Small Residential Income Property Appraisal PROFESSIONAL AFFILIATION: SRA, The Appraisal Institute National Association of Realtors, Florida Association of Realtors Miami Board of Realtors, Marathon/Lower Keys Board of Realtors William K Griffith, SRA BOARD EXPERIENCE: Board of Directors, South Florida Chapter of The Appraisal Institute 2004-2006 LICENSES: Cert Res RD 1480 (Florida), Real Estate Broker (Florida), Notary Public, Florida REAL ESTATE AND APPRAISAL EXPERIENCE: Partner/Owner, AppraisalFirst, LLC 2011 -Present Vice President/Residential Manager, AppraisalFirst, inc. 1987-2010 President, Biscayne RE Group. 1997 -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/l_4t1&i*bt: ; Aftai:al.*Reyifw Construction Draw Inspections Blueprint Review .; .'; rot $,gods. . . .. ... .. . . . .. SERVICE AREA BY FLORIDA COUNTY: Miami -Dade, Broward, Monroe (Florida Key, Palm Beach, St. Lucie, Martin ... ... ... . . . .. . . . . . . . ... . . . ... . .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 2016 2016 2014 2011 2011 2010 2010 2010 2009 2008 2008 2008 2007 2007 CALCULATOR METHOD SECTION12PAGF.27 August 2016 HIGH-VALUE RESIDENCES CLASS TYPE EXTERIOR WALLS INTERIOR FINISH LIGHTING AND* HEAT COMPLETE SQUARE METER COSTS • *HIGH-VALUE HEATING, VENTILATING AND AIR CONDITIONING COST HN.A.C. MILD MODERATE EXTREME MILD MODERATE EXTREME Costs for high-value mechanical items are listed separately from those for other buildings in this TYPE CLIMATE CLIMATE CLIMATE PLUMBING CLIMATE Sq. M. Cu. Ft. Sq. Ft. 16.45 VI Special site -built sash and entries, Custom ceilings and cabinetry, inlaid Extensive fixtures and custom Complete IV 102.58 142.08 195.90 one-tenth (1/10) the difference shown, to adjust the base cubic foot cost. For cooling only, use III 9.53 13.20 18.20 91.60 128.09 179.22 70% to 80% of the costs listed. For heating only, use 60% to 70%. For ground -loop heat source 11 81.05 114.64 best clay, slate - parquet, matched stones and woods hardware throughout HN.A.C. 4963.34 57.64 461.11 MARSHALL VALUATION SERVICE The data included on this page becomes obsolete after update delivery, scheduled forAugust 2018. V Best masonry, much fine trim and Coffered ceilings, site -built cabinetry, High-quality fixtures, structured wiring, Complete 812016 fenestration niches, many extras high amps, fine hardware HN.A.C. 4164.66 48.36 386.91 IV Fine brick, cut stone, heavy roof, best Good plaster, ornamental detail, marble, Good custom fixtures, more than one Complete Cmetal,; tile, some artglass custom carpet, parquet kitchen or food prep. area H.V.A.C. 3495.25 40.59 324.72 III Face brick, stone Vim, slate or tile, Plaster, good detail, custom ceiling, wall Some special custom furfures, electrical Complete some custom sash and floor finishes and plumbing, integrated systems HN.A.C. 2935.32 34.09 272.70 11 Brick or stone, slate or metal, heavy Plaster, some ornament, tile, average Custom fixtures, electrical and Complete structure, solarium _ custom carpet, hardwoods plumbing, home automation HN A.C. 2464.50 • 28.620 • • f4.96 I Good brick, stone trim, skylights, Plaster or best drywall, paneling, custom Some special fixtures, more than one Complete • _ Aa-* shakes or metal on good structure vinyls, terrazzo, hardwoods bath per bedroom H.V.A.C. 2069.90 • • 24.04• • •19';.30 VI Special site -built sash and entries, best clay, slate Custom ceilings and cabinetry, inlaid Extensive fixtures and custom Complete • parquet, matched stones and woods hardware throughoutH.V.A.C, 4999" • • • • 58.06 •464.46 V Best masonry veneer, much fine trim Coffered ceilings, site -built cabinetry, High-quality fixtures, structured wiring, Complete • • • • • • • and fenestration niches, many extras high amps, fine hardware HN.A.C. 4184-1:• • • • 48.60: • •48'8.78 IV Fine masonry veneer, trims, best Good plaster, ornamental detail, marble, Good custom fixtures, more than one Complete • • • • • • • • • _- - metal,. tile, some artglass custom carpet, parquet kitchen or food preparation area H.V.A.C. 3503.76• • 40.69• • 326.51 Ill "' Face brick veneer, stone trim, slate or -- Plaster, good detail, custom ceiling, wall Some special custom fixtures electrical Complete MASONRY VENEER • • • • . - _41,410 - tile, some custom sash and floor finishes and plumbing, integrated systems H.V.A.C. • • 2935* 2 • • • • 34.09 • 272.71 II Brick or stone veneer, slate, metal, Plaster, some ornament, tile, average Custom fixtures, electrical and Complete -~ 0 • • •• heavy;, structure, solarium custom carpet, hardwoods plumbing, home automation HN.A.C. 245889 • 28.55• 228.42 Double walls, good veneer, skylights, Plaster or best drywall, paneling, custom Some special fixtures, more than one Complete • • • • • • • good shakes or metal vinyls, terrazzo, hardwoods bath per bedroom HN.A.C. 2060.21 23.93 • 11,40 VI Special site -built sash and entries, Custom ceilings and cabinetry, inlaid Extensive fixtures and custom Complete best clay, slate _ parquet, matched stones and woods hardware throughout H.V.A.C. 4926.42 57.21 457.68 V Best sidings, EIFS, much fine trim and Coffered ceilings, site -built cabinetry, High-quality fixtures, structured wiring, Complete fenestration _ niches, many extras high amps, fine hardware H.V.A.C, 4123.00 47.88 383.04 IV - _ Fine siding, stucco, marble trim, best Good plaster, ornamental detail, marble, Good custom fixtures, more than one Complete metal,'tile, some artglass custom carpet, parquet kitchen or food preparation area HN.A.C. 3451.12 40.08 320.62 III Siding', brick or stone trim, slate or tile, Plaster, good detail, custom ceiling, wall Some special custom fixtures, electrical Complete some custom sash and floor finishes and plumbing, integrated systems H.V.A.C. 2890.86 33.57 268.57 11 Half timber and stone trim, slate, Plaster, some ornament, tile, average Custom fixtures, electrical and Complete metal, heavy structure, solarium custom carpet, hardwoods plumbing, home automation HN.A.C. 2421.02 28.12 224.92 Double walls, stone trim, skylights, Plaster or best drywall, paneling, custom Some special fixtures, more than one Complete` shakes or metal on good structure vinyls, terrazzo, hardwoods bath per bedroom H.V.A.C. 2028.24 23.55 188.43 Fireplace. balconies and norches antl huilt_in annuancoc aro nor i-hirior] Qo D, Qc f--- -- T _ �___ -_._., _•_ .._ . _ -rr-- --- -• - • •-- •• •-•--- �� • 4a•- -_ • yU tj' . '.. r r r. u... wail i rely] n is ru ieei ts.uo meiersf, excluding (.305 meter) of deviation. For small residential elevators and fire gables. Add or deduct 3% for each foot sprinkler systems, see notes on Page 38 and 39. See Page 26 for basement costs. COMPLETE SQUARE METER COSTS • *HIGH-VALUE HEATING, VENTILATING AND AIR CONDITIONING SQUARE FOOT COSTS HN.A.C. MILD MODERATE EXTREME MILD MODERATE EXTREME Costs for high-value mechanical items are listed separately from those for other buildings in this TYPE CLIMATE CLIMATE CLIMATE CLIMATE CLIMATE CLIMATE VI 131.86 177.07 238.42 section because of the special requirements. Costs listed to the right are averages. The 12.25 16.45 22.15 V 115.71 158.23 215.82 moderate climate cost is included in the base cost in the tables. If a cubic foot cost is used, use 10.75 14.70 20.05 IV 102.58 142.08 195.90 one-tenth (1/10) the difference shown, to adjust the base cubic foot cost. For cooling only, use III 9.53 13.20 18.20 91.60 128.09 179.22 70% to 80% of the costs listed. For heating only, use 60% to 70%. For ground -loop heat source 11 81.05 114.64 8.51 11.90 16.65 162.00 _. units, add 3.90 to 5.43 per square foot ( 41.98 to 58.45 per square meter). 1 71.69 103.12 148.00 7.53 6.66 10.65 9.58 15.05 13.75 MARSHALL VALUATION SERVICE The data included on this page becomes obsolete after update delivery, scheduled forAugust 2018. 0 2016 CoreLogic®, Inc. and it licensors, all rights reserved. Any reprinting, distribution, creation of derivative works, and/or public displays is strictly prohibited 812016 Property Search Application - Miami -Dade County Page 1 of 2 P1 OF -110E Of THE P` ROPERTN' A P A R Summary Report Property Information Folio: 11-3205-031-0060 Property Address: 1460 NE 103 ST Miami Shores, FL 33138-2626 Owner MONICA SAVITS &H CHRISTOPHER L Mailing Address 1460 NE 103 ST MIAMI SHORES, FL 33138-2626 Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 415/0 Floors 2 Living Units 1 Actual Area 4,578 Sq.Ft Living Area 3,234 Sq.Ft Adjusted Area 3,750 Sq.Ft Lot Size 17,945 Sq.Ft Year Built 1958 Assessment Information Benefit Type 2016 Year 2016 2015 2014 Land Value $987,067 $834,272 $700,046 Building Value $393,750 $393,782 $378,062 XF Value $27,131 $19,791 $19,791 Market Value $1,407,948 $1,247,845 $1,097,899 Assessed Value $811,345 $805,706 $799,312 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Assessment $596,603 $442,139 $298,587 Cap Reduction $50,000 $50,000 Taxable Value Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Taxable Value $786,345 $780,706 $774,312 Note: Not all benefits are applicable to all Taxable Values (i.e. County, • • • School Board, City, Regional). • Short Legal Description RE -PLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 + LOT 15 BLK 5 • LOT SIZE IRREGULAR OR 13702-870 0688 1 • • • • • • • • • • • • • • • • • The Office of the Property Appraiser is continually editing and updating the tax roll.,*rhis ;/ebpitJm4,t:t refl:ct ttt mp stt urrent information on record. The Property Appraiser and Miami -Dade Countv assumes no liability. see full disclaimer and User Aoreeg1% atrtlo:R4tvA.%igmi day e.o lv*nfoi ksclaimer.aso 1,ttn•//�sninzi miomi 1oAn rn.r/m•nr.nrtcra�ornly/ 1 n» 1 /gni ti Generated On : 10/21/2016 Taxable Value Information Previous Sale Price OR Book -Page Qualification Description 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $761,345 $755,706 $749,312 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $786,345 $780,706 $774,312 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $761,345 $755,706 $749,312 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $761,345 $755,706 $749,312 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/2007 $1,825,000 25631-2753 Stiles which are qualified 06/01/1988 $340,000 13702-0870 Sales which are qualified Property Search Application - Miami -Dade County ....... . .. .. . ......... . .. ... .. . . . .. . ... ... ... . . . .. .... . .. ... . . . ... . Page 2 of 2 .... ....... . i • • • • • • • • • • �ttrx•//xxnxn:� miamirlar�a nnv/r�rnnartx�caarrh/ i n/� i /gni � - 1460 NE 103`d Street ••.. Miami Shores, FL 33138 •'. • • • • • • • • • • .... ...... March 30 2017 ' Ismael Naranjo ; • •; •; • • Director, Building Department :. ; • • • • :. • • • Miami Shores Village '. • ; :....; 10050 NE 2nd Avenue • • • •.; ' Miami Shores, Fl. 33138 We, Monica and Christopher Savits, owners of the property located at 1460 NE 103`d Street, Miami Shores, FL 33138, ("the Owners"), hereby declare that with regards to the renovation of the building component of our property, we will not exceed the 50% rule. We will provide costs estimates of the fixtures and other items we will be supplying for the renovation of our home. We are aware that we must not exceed 50% of the appraisal value of our property, as stated in the recent Replacement Cost Report prepared by Real Estate Appraisers LLC (a copy of which was submitted to you). In addition, we, as the Owners, fully and solely accept any consequences should the costs of the renovation to the building of our property, exceed 50%. :Sincerely your Monica and Christopher Savits ' �Y p%, JAY S GOLDMAN A.' `is_ Notary Public - State of Florida •= Commission 8 FF 228649 My Comm. Expires May 10, 2019 ''��° Bonded throuo National Notary Assn. Distinctive Homes 5535 S.W. 112th Court Miami, Florida 33165 March 24, 2017 State of FLORIDA County of DADE Before me this day appeared Jose Miguel Gomez who, being duly sworn, Deposes and says: That he will be the only person working on the project located at 1460 NE 103 Street. Sworn to and subscribed before me this 24' day of 7, by ti Miguel Gomez. r Personally me EIZIRIS GOMEZ Notary Public - State of Florida Commission 4 GG 071342 Office: (305) 279-2088 Fax: (305) 279-2066 T & F Contracting, Inc. 62 Akron Road Lake Worth, FL 33467 hone='561-533=7068 Fax- 561-540-6088 CBG; 60099 Propose/ %Contract i 4a 417212077 t In care of Jose Gomez y DISTINCTIVE NOA4E5 5535 SW 112 COURT F lnl,glnl Florida 33165 786-367-2598 1 Re: 5Avies Residence, x4160 /UE 1034 Shoes t t t We propose the followiny .. ' 1.5upply and install 17 helical' i� ith double helix 10"-12" flight configuration- $1100 each -to -2 8' maximum depth- if a depth greater than 28' is required to achieve design loads, it will be billed @ $200 per 7' section - 2 -Provide contractor self maintained pier log for each pier installed• 3•Cut pile to elevation determined and marked by 6-C*- ' 1< 1., A. f - 4 -Install 12"x12"x314" welded steel pile caps with '(2)two-* x 6 nelson stud- Exclusions- 1- Concrete cutting and/or replacement, if any by others - 2• "no cuts" notifications by others - 3• Piling layout b`y others- 4- Permit by others- 5- Non-standard pile caps will 6- relocation and%r rept of any by others- 1 1 7• Monitoring of' ile insggtallati needed • S Draw Schedule: i var uu-uu Total Due Upon signing or contract $9350 Due upon completion, $9350.00' E r. SITE DEVELOPMENT - HELI charge• lities, unforeseen obstacles, etc- if and sealed pile logs by engineer if MARINE CONSTRUCTION inkr.com T & F Contracting, Inc. 62 Akron Road Lake Worth, FL 33467 *Phone- 561==99 Fax- 561-540-6088 , •, • 0.00 .. Proposal /'Contract 006:0* • • : • 7: #. 000000 • I&&F Contracting, I Inc- will not be respo landscaping, sod, sprinklers, septic Itank etc- T&F Contracting will however exec Brackett Piers in .a workmanlike manner 5 E debris, junk Fill, pressure grouting =and 14 work area - If obstructions are encountered that r L T&F Contracting, Inc- reserves the righ advanced approval, if necessary up 1, to 3 Bible for, but limited to ar•dprhage 0 • fl� drain Fields, pipes, undergrilAN•Ltilitiel, . . .. •• •• . se reasonable care in the inobWktion of • Clients shall disclose any kgowlgdge of • • • ►struction of any kind in the •proposed • - trict the installation of the Helical Piers, to relocate the piers with your engineers helical diameters or more to achieve proper penetration• It may be neiessaiy to `install 2 piers instead of one to achieve the desired structural_integri.ty-of-"the project due to obstructions or other problems- A price adjustment will be made in these cases - Any alteration or' deviation from above,' spec`iFrcations_t;idl become an extra charge over and above the estimate- All agreements contingent upon strikes, accidents, weather or otheri delays beyond our control- Not duiner may incur any expense to be charged to "the contractor or credited against this contract without previous written approval by the i contractor• Property owner to carry liability insurance - Contracting will provide public liability insurance and workman's compensation or waiver, v' ` _a PAYMENTS: The contractor reserves"the' rgtit to stop work until time progress payments according to the contractare paid and such work stoppage, if any, shall not constitute grounds for breach drecontract obligations- Owner's failure to make full and timely payments tothe )contractor shall void contractor's obligation under the warranty- Final payment is due and payable upon completion- TERMS- A Finance chargl of 1 1/2 percent per month will be applied to any remaining balance past due after 30 days- If T&F Contracting incurs any expense in collecting payments or enforcing thei terms of this agreement, the owner agrees to pay all such costs and expenses including reasonable attorney's fees and court costs on the trialland-dppellate--level`-which contractor incurs- Suit for SITE DEVELOPMENT - HELICAL IERS MARINE CONSTRUCTION VfflW■t;;;fcontracb ng.com 4. T & F Contracting, Inc. 62 Akron Road Lake Worth, FL 33467 11 Phone- 561=533=,7068 Fax- 561-540-6088 • • • • CBCA0099 •••• Propose/ /1Con &act ...... ..:. • • enforcing this agreement shall be Filed in Palm Beach County- If forr ppy. feaso¢• • • • • the specifications !of this contract cannot be met, either party maf •deAbinate • . the work by written notice prior to contractor starting job- All cesfr9 op to • that point will be due and payable to the contractor• • • • • • ACCORDING TO FLORIDA'S CONSTRUCTION LIEN GAUL (SECTION9.713.001• • • . 713.37, FLORIDA STATUTES), INOSE W140 WORK ON YOUR PROPERTY OR • • PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL NAVE A MONT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST, -YOUR PROPERTY - T141.5 CLAIM 15 KNOWN A3_"A_ CONSTRUCTION LIEN• IF YOUR CONTRACTOR OR A SUBCONTRACTOR FADS ?O PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR! 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Inc. 62 Akron Road Lake Worth, FL 33467 Phone- 5611--:--533'=7068 Fax- 561-540-6088 CBC)060099 Propose/ /;Contract t i 4 E s- t { f I SITE DEVELOPMENT - I i WVIIwmx--Tf MARINE CONSTRUCTION im.com T & F Contracting, Inc. 62 Akron Road Lake Worth, FL 33467 Phone= -561=533'"=7068 Fax- 561-540-6088 „•, `0.00` CBCa060099 0.00•• .. Proposal /Contract 0000 0000.. 0000 0000.. THE FLORIDA CON57RUCTIO1v INDUS ;TR y LICENSING BOARD AT•T(LF • ; • • • • • � • • • • FOLLOWING TELEPHONE NUMBER AND ADDRESS: Construction l4441dry .' : '•"••• �k 0000 0000 0000.. Recovery Fund 19,40 North Monroe Street, Suite 42 Tallahassee, F&OR 399 0.' t. . . telephone: (850); 921-6593 .• 0000.• • • • • • • .. .. . { .0000. 000 , . 0. Authorized Signature Print Name, title & Date i .John Flanagan a w� „ � � Date Vice President ° _✓~ T&F Contracting, ' Inc• _ i - As per plans by Ser Design Inc- 10-17-2013 As per geotechnical report by: American Testing Materials Engineering, Inc- 10- 16-2013 s t - - i { f t SITE DEVELOPMENT — Ht L. ?IERS MARINE CONSTRUCTION www.T.-ico hadting.com C K0 - Z'5100 \r VIPIN N. TOLAT, P.L. V�rnwull Ayy :ee4 V 15123 Lantern Creek Lane, Houston, TX. 77068-3831 TEL: 281--444-9183 Fax: 281444-9184 Email: vtolat@sbcglobaGnet Page 1 ENGINEER'S EVALUATION REPORT # NU0413 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors REPORT HOLDER: NuVue Industries Inc; 1055 E. 29`h Street, Ilialeah, FL. 33013 www.nu-vueindtistries.com nuvuenbellsouth. net Phone: 305-694-0397 Fax: 305-694-0398 � 9'�ul �1fzJuo�ccle 1.0 EVALUATION -SCOPE: Compliance with 20] 0 F orida Building Code- Building and Residential 2.0 PRODUCT DESCRIPTION: I Refer to tables I through 21 of this report for Product name, size, size and number of fasteners, fastening details shown in the diagrams and the allowable loads. 3.0 STRUCTURAL SPECIFICATIONS: 1. Steel shall conform to ASTM A653, SS grade 33, min. yield 33 ksi, min. tensile strength 45 ksi and min. galvanized coating of G 60 per A§TM A653. 2. Allowable loads and fasteners are based on NDS 2005. 3. Design loads are for S. Pine, specific gravity 0.55. Design loads for other species shall be adjusted per NDS 2005. 4. Allowable uplift loads have been adjusted for load duration factor CD of 1.6. Allowable gravity loads have been adjusted for CD values of 1.0, 1.15 and 1.25 per table 2.3.2 of NDS 2005. Design loads do not include 33% increase for steel and concrete. 5. Concrete in Tie beams shall be min. of 2500 psi. Concrete Masonry, Grout and mortar in concrete masonry shall be min. of 1500 psi. Concrete masonry shall comply with ASTM C90. .. ... . . . . . 00 6. Combined load of Uplift, Ll and L2 shrill tatsly ffid fdllbwing equation. k Actual Uplift + Actual L1 0 • + 6:ActaahL1 V: .-*=1:0 - - r. ...-77-T- .-0 .. Allowable Uplift Allowable LI Allowable L2 ' ..... .. . .... . .. .. . .... .. .. .. . . . ....... . .. .... .... ... . . . . .....ter-.---. ... . . ... . . . ... . . Page 2 4.0 INSTALLATION Installation shall be in accordance with this report and the latest edition of Nu-Vue Industries Catalog. The information in this report supercedes any conflicting information in the catalog. 5.0 EVIDENCE SUBMITTED: Test reports submitted by Product testing Inc, (PT) Atee Associates Inc(Atec) and PSI Inc and signed and sealed calculations in conformance with FBC 2010 by Vipin N. Tolat, P.E. Product Test #/Test lab Date tested Tested NVTA/NVTAS 02-3938/PT 8/6/02 WFA/NVTAS 02-4073/PT 11/6/02 N V TA/N V TAS 02-4074/PT 11/6/02 NVTA/NVrAS 02-4075/PT 11/6/02 NVTA/N VTAS 31.22456.0002/ATEC 7/6/02 NVBH 24 02-4096/PT 12/3/02 NVUH 26 02-4095/PT 1/17/03 NVRT 03-4177/PT 2/3/03 NVRT 03-4202/PT 2/19/03 NVRT 03/4270,4271/PT 3/27/03 NVTH/NVTHS O4-4698/PT 4/15/04 NVSNP3 03-4482/PT 9/15/03 ' NV35 e 03/4543/PT 12/19/03 NV458 03-4590/PT 12/31/03 NVHCL/R 03-4625/PT 1/21/04 NVSTA/NVHTA 044641,4642/PT 3/17&3/22/04 NVJH24,26,28 03-4385,86,87/PT 5/30/03 NVS0236 03-4349,57,58/PT 5/13,5/19,5/20/03 NVTP4 03-4303,44/PT 4/21,5/l/03 NVTP4H 03-4345,43/PT 5/2,5/5/03 NVHC43,43/2 70-02-94-00381/ATEC 11/27/95 A135 05-5195,95A/PT 2/15/08 A137 05-5196,96A/PT 2/15/08 NVHC37 03697.0001/ATEC 11/27/96 IKE1 05-5612/PT 3/20/06 IKE2 • • • • 2;A - • • 5/1/06 NVTHJ26 �464 04R-$995fPIgj94®=3-0j/PSI 1/31/05&2/7/89 NVTHJ28 0'tt 49%7PT9 13%-W13'05/PSI .... .. . . . . . . . . . .. . .... .. .. .. . . . ....... . .. .... .... 1/31/05&12/2/89 Page 3 6.0 DESIGN: 1 Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads are based on allowable stress design per NDS. 2. Capacity of wood members is not covered by this report. Allowable loads shall not exceed the capacity of wood members. Capacity of wood members shall be checked by Engineer/Architect of record. 3. Wood members with which the connectors are used must be nominal dimension lumber or approved structural composite lumber. 7.0 CODITIONS OF USE: 1. NuVue Industries metal structural connectors described in this report comply with or are suitable alternative to what is specified in section 1.0 of this report. 2. Design loads must be less than the allowable loads shown in all the tables of this report. 3. The connectors must be manufactured, identified and installed in accordance with this report and the manufacturer's instructions. 4. Products covered by this report are manufactured by NuVue industries Inc in Hialeah, Florida under a quality control program with inspections by NAMI Inc having State of Florida license # QUA 1789. Vipin N. Tolat, P.E. Florida P.E. # 12847 4/15/2013 vnt/nu0413 N N . Tp •, �G E N SF' �• No. 12847 STATE OF •: ."�. W ��'� �SlOfyAL��•`, ....... . .. .. . ......... . • . • . • .. ... .. . .... • • . • . • . .. . .... . .. .. . .... .. .. .. . . . ....... . • • . • . • . • . • Page 4 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS 14 G Straps, 20 G Seats ill H Length (in) Product Code 16 NVTA-16 NVTAS 212 18 NVTA-18 NVTAS 214 20 NVTA-20 NVTAS 216 22 NVTA-22 NVTAS 218 24 NVTA-24 NVTAS 220 26 NVTA-26 NVTAS 222 28 NVTA-28 NVTAS 224 30 NVTA-30 NVTAS 226 36 NVTA-36 NVTAS 232 48 NVTA-48 I NVTAS 244 Perpendicular towall 2 MIN. 4" EMB. Parallel L1 to wolf NVTAS 1 T NVTA 1" No. of Fasteners each strap 10d Maximum Allowable Load lbs Uplift Single Strop Uplift Double Straps Li Single & Double Straps L2 Single & Double Straps 5 757 1514 250 500 6 805 1610 250 500 7 854 1708 250 500 8 902 *1804 250 500 9 951 *1902 250 500 10 999 *1998 250 500 11 1048 *2096 250 500 12 1096 *2192 250 500 13 1145 *2290 250 500 14 1193 *2290 250 500 *Note: For 8 or more nails per strop, use double.*. 0:0 truss for double straps. • • • For all Loads CD=1.6 •; ;� Concrete le Beam or Tie Beam formed with concrete filled masonry �. 4" 1" o 1" H 2j" O O 2j" 0 Holes Dia." NVTA, NVTAS No. of Fasteners each strop 10d x 1.5" Maximum Allowable Load Ibs Uplift Single Strap Uplift Double Straps L1 Single & Double Straps L2 Single & Double Straps 5 1032 2236 250 500 6 1127 2254 385 565 7 1136 2272 520 630 8 1144 *2288 520 630 *9 • • • 11513• 0 *2306 520 630 • • .10: i • 1161 • *2322 520 630 • 11 • i1 A' *2340 520 630 12 1178 *2356 520 630 3; ; :177 7,T;2374 520 630 Page 5 TABLE 2 TABLE 3 NVBH 24 BUTTERFLY HANGER NVUH 26 JOIST HANGER W N N ~ U W D p o CWS FASTENER SCHEDULE ALLOWABLE LOADS (lbs.) w 'ri DOWNWARD 2 Ln a TDOWNWARD N x GRAVITY Wind w o LOADS Uplift Load _ o Co=1.0 Co=1.6 2x NVBH24 18 12 6 1113 364 Notes: 1. Values ore based on 1j" header and Joist thickness. 2. Con only be used in Non—HVHZ. UPLIFT LOAD 24" Notes: 1. Values are based on 3" header thickness and 11" Joist thickness. UPLIFT LOAD DOWNWARD "LOAD 2}' • o 0 • e o • • eo ° , o • •• •.• • • • *" Q 0.0 • • • • • • • •• • • • • •• • • • • • • • • 01 • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • •• 000 • • 000 000 54" Q U W o o (.� a FASTENER SCHEDULE ALLOWABLE LOADS (Ibs.) w 'ri DOWNWARD WIND Ln a a N x GRAVITY UPLIFT w o LOADS LOAD _ o Co=1.0 Co=1.6 21 NVUH26 14 20 10 2233 1213 Notes: 1. Values are based on 3" header thickness and 11" Joist thickness. UPLIFT LOAD DOWNWARD "LOAD 2}' • o 0 • e o • • eo ° , o • •• •.• • • • *" Q 0.0 • • • • • • • •• • • • • •• • • • • • • • • 01 • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • •• 000 • • 000 000 54" TABLE 4 NVRT — Flat and Twisted Rafter Ties 1"x14 G NVRT Wood to Wood Length (in) Product Code Gauge 12 NVRT-12 14 16 NVRT-16 14 18 NVRT-18 14 20 NVRT-20 14 22 NVRT-22 14 24 NVRT-24 14 30 NVRT-30 14 36 NVRT-36 14 48 NVRT-48 14 Notes: 1. Specify "F" for Flat and "T" for Twisted when ordering. 2. Fastener values are based on a minimum 14" thick wood members. 3. • Indicates no. of nails in each connected wood member. 16d Fasteners Maximum Uplift Lead (lbs) TOTAL member' Flat Ties Twisted Ties 6 3 5 588 5 588 8 4 725 724 10 5 861 860 12 6 998 996 14 7 1135 1132 NVRT Wood to Concrete No. of 16d nails to Wood Framing No. of I" diameter Topcons to Concrete Maximum Uplift Load (lbs) 3 3 s 588 4 4 722 5 4 856 6 5 991 7 5 1125 4. ITW topcons shall be embedded a minimum of 1j" into concrete tiebeam or tiebeam formed with concrete filled masonry. ITW topcons shall have a min. edge distance of 24" and minimum staggered spacing of 3/4" as shown. 5. Use only in Non—HVHZ. 6. For Uplift foods CD=1.6 ^ Do not _I IJLI`LL) I_ Use circled • holes 16d O 1.. O }"Topcons 1" a ° Z%5 O 1 ° o t^ o 0 t o tYi• tJt' o o t�. �t�• ° NVRT Anchor Holes dia. i" UPLIFT I I e e s e s e s e e e s Al. e e e e a e e e s e e �• LENGTH FLAT Eao � tov° yYi_ Fue HALF • • • • • HAkF • • • • Connected • •cdlinectAd • • • to truss 0. • • • •all• • • • • • 000 • • 0 • • • 0 21" Min. edge distance e e e s e e 0, e e LEUQ • • e'^ YTH• • • •� • • • • �•e Beam formed with • • • • • • • • 0 • • 0 c8ncrete filled mosonory or • • • • • • • • • • • c&ncrete tie beom Page 7 TABLE 5 Truss Anchors NVTH 1Y4"x14G, Seat 18G H Length (in) Product Code 12 NVTH-16 NVTHS 212 14 NVTH-18 NVTHS 214 16 NVTH-20 NVTHS 216 18 NVTH-22 NVTHS 218 20 NVTH-24 NVTHS 220 22 NVTH-26 NVTHS 222 24 NVTH-28 NVTHS 224 26 NVTH-30 NVTHS 226 32 NVTH-36 NVTHS 232 44 NVTH-48 NVTHS 244 NVTHS Fm 4" No. of Fasteners in each Strap 10d x 1.5" Maximum Uplift Loads (lbs) Maximum Lateral Loads (lbs Single Strop Double Straps on on Single Truss Double Truss Single Strap Double Strap L1 L2 L1 L2 5 • 1032 2064 560 525 1120 1050 6 1222 2444 671 630 1342 1260 7 • • 1275 2550 783 735 1566 1470 8 1329 2658 783 735 1566 1470 9 1383 2766 783 735 1566 1470 10 1437 2874 783 735 1566 1470 11 1490 2980 783 735 1566 1470 12 1544 3088 783 735 1566 1470 13 1598 3196 783 1 735 1566 1470 CD=1.6 for Uplift and Lateral loads. 1 Y," riot 0.20Yx f' H H MIN. 4" EMB. NVTH ji, O Y Y4Y O Holes Dia. { " 174 O NVTH, NVTHS I Concrete Tie Beam or Tie Beam formed with concrete filled masonry • • • • • • • • Doeble &Strop Double Truss Concrete Tie Beam•• •• • • or Tie Beam :1,• ; 000 with concrete Allied • • • • • • • • • • masonry • •' • ' • • • • • • ji, O Y Y4Y O Holes Dia. { " 174 O NVTH, NVTHS I Concrete Tie Beam or Tie Beam formed with concrete filled masonry 'Os - TABLE 6 — SKEWED NAIL PLATE Product Code Steel Gauge Fastener Allowable Loads Ibs Schedule ( ) Each End Gravity Uplift NVSNP3 16 (6) 8d x IYi` 594 594 For Uplift, use two NVSNP3, one at top chord and one at bottom chord of the supporting and supported Trusses in compliance with section 2321.7 of the FBC. CD=1.0—Grovity CD=1.6—Uplift Supporting Tuss jop bottom / chord Supported Truss Top & bottom chord NVSNP3 Installation tY' 1Y1 1 t 1)(6" . IYI 9`si 0 0 0 1. I,), fe'fe' )(e' x6' o 3%" o i a 0I I0 I f15i 1x* )(e' Hole pattern is Holes )W dia. mirror image of the oppsite side TABLE 7 — NV358-2 Ply Seat Total No. Total No. of Fasteners of Fasteners in 2 Straps in Seat 10d x 3" 10d x 3" Allowable Loads (lbs) Uplift L1 I L2 8 8 2245 1961 1839 10 8 2525 2206 2068 12 8 2808 2452 2298 14 8 3086 2697 2528 16 8 3,367 2942 2758 CD=1.6 for Uplift, L1 & L2. ply sect NV358 ply soot NV458 H UPLIFT I I } TABLE 8 — NV458-3 Ply Seat Total No. Total No. of Fasteners of Fasteners in 2 Straps in Seat 10d x 3" 10d x 3" Allowable Loads (lbs) Uplift a t.2 8 8 2245 2783 2078 10 8 2525 3131 2338 12 g 2806 3479 2597 14 8 3086 3827 2857 16 8 3367 4175 3117 IX, Y X` %" 3` NV358 NV458 � O 214' 2%- 214" 0 13'• 0 M" 316`NV358 5)b`NV458 0 Side Mew Holes Dia. -V 14G Ni�SSYKY qu" Page 9 TABLE 9 HURRICANE CLIPS Product Gouge Fosteners 10d x Ih' Allowable Loads Obs Code Description g Heoder Joi,t Uplift 11 L2 NVHCR HURRICANE CUP — RIGHT 18 6 6 525 253 333 NVHCL HURRICANE CUP — LEFT 18 6 6 525 253 333 For Uplift, use two clips, one on each side to comply with section 2321.7 of the FBC CD=1.6 for Uplift, L1 & L2. hole di, _-0.178' SCALE: -11 14G NVTH Straps.NVSTA%NVHTA Assembly 14G Strap Dimension Product Product H Code Code (inches) NVSTA-12H NVTH16 12 NVHTA-1214 1772 2078 1050 1450 6 NVSTA-14H NVTH18 14 NVHTA-1414 1994 2338 1181 1631 7 NYSTA-16H NVTH2O 16 NVHTA-16H 2215 2598 1312 1812 8 NVSTA-20H NVTH24 20 NVATA-20H 2437 2858 1444 1994 9 NVSTA-22H NVTH26 22 NV14TA-22H 2658 3117 1575 I2175 NVSTA-24H NVTH28 24 NWITA-24H "TA -26H NVTH30 26 N1R4TA-26H NVSTA-32H NVTH36 32 NW4TA-3214 NVSTA-44H NVTH48 44 NVHTA-4414 TABLE 10 Tkw a .'d TABLE 11 C =1.6 for Uplift, L1 & 1-2. 3b� 0 �+>. �--! �4 N O 4.4 OF�l T n Side Yew O 20 GA. Seat 14G NVtH 1Y4 * �Y4" 4' Min. Concrete UPLIFT Sbt 0.203'X t' Embedment. } PM Y'dia. 1 e e • • • MVNTA JQi • • 91T NVSTA ja •• 00 ••t 0 • 0.0 •• 44H • • • • • • • • • • ***00 • • • •• Reinforced Concrete +-- tie boom Min. 2#5 Top c& bottom or reinforced -L,` • • S-crete took -1 • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • H 4' Min. Concrete UPUFT Embedment. + , Reinforced Concrete +-- tie beam Min. 2/5 Top & bottom or reinforced Concrete block wall NVSTA—Single Strop NVHTA—Double Straps Total No. Total No. of of Fasteners Fasteners in in Strap 20 GA. Seat 10d x 1Y2" 10d x tY2" Allowable Loads (Ibs) F'c=2500 Psi Uplift L1 L2 Total No. Total No. of of Fasteners Fasteners in In two Straps 20 GA. Seat 10d x 1X" 10d x i}¢" Allowable Loads (lbs) F'c=2500 Psi Unless Noted Uplift Uplift Ll L2 5 6 1308 700 1049 10 6 1772 2078 1050 1450 6 6 1428 760 1144 12 6 1994 2338 1181 1631 7 6 1545 823 1239 14 6 2215 2598 1312 1812 8 1 6 1 1664 887 1335 16 6 2437 2858 1444 1994 9 1 6 1 1783 950 1430 18 6 2658 3117 1575 I2175 C =1.6 for Uplift, L1 & 1-2. 3b� 0 �+>. �--! �4 N O 4.4 OF�l T n Side Yew O 20 GA. Seat 14G NVtH 1Y4 * �Y4" 4' Min. Concrete UPLIFT Sbt 0.203'X t' Embedment. } PM Y'dia. 1 e e • • • MVNTA JQi • • 91T NVSTA ja •• 00 ••t 0 • 0.0 •• 44H • • • • • • • • • • ***00 • • • •• Reinforced Concrete +-- tie boom Min. 2#5 Top c& bottom or reinforced -L,` • • S-crete took -1 • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • H 4' Min. Concrete UPUFT Embedment. + , Reinforced Concrete +-- tie beam Min. 2/5 Top & bottom or reinforced Concrete block wall ti! Page 10 TABLE 12 JOIST SUPPORTS 18 G NVJH JOIST SUPPORTS Allowable Loods (lbs) Product Dimension Joist Double Single Fasteners Grovity Load. IOox uplift Loud. loos Double Ingle Joists D.W. siv. singe a oa,w. Code inches Size Header Header W H BS 2-2x8 Size Size Header Header Hsoor Heade. H.W-. NVJH24 1 3% 3 2x4 2x6 2-2x4 2-2x6 2.4 2x6 6-10d s -god x i74' s -lad x ig' 744 744 493' NVJH26 1 5 3 2x6 2-2x6 2x6 10-10d 10-10d x W 6-10d x W 1240 1240 821 2x8 2-2x8 2x8 2x8 2-2x8 2x8 NVJH28 1 3§ 63'4 3 2x10 2-200 2x10 14-10d 14-10d x 1)5* x IY' 1736 1736 1079 2x12 2-2x72 202 17-10d 4 Use only in non-HVHZ 1 Yi i Yi Fasteners 0 Joist 1 Header Joist H ° . 1 ° 1' a ' NVJH 26 as sh4 1758 1108 2-2x8 NVJH 24 & 28 --•- 1875 1279 2x6-8 2-200 similar but with BS 'x 3' 6-16d L - Sorewa different holes. � W 0 37_.,, Double Header TABLE 13 NVSO 236, 16 GAUGE, HEAVY DUTY FACE MOUNT JOIST HANGER Header 2-2X Minimum Fasteners Allowable Loads (Lbs.) Joist Header Header Joist GRAVITY Uplift Size Size CD=1.0 CO -1.6 14-10d 6-10d 1758 1108 2-2x8 - -•- 14-16d 6-16d --•- 1875 1279 2x6-8 2-200 2-2x124 'x 3' 6-16d L - Sorewa 808 1217 Header 2-2X Minimum 9 Page 11 TABLE 14 TOP PLATE ANCHORS NVTP & NVTPH Size ode Product Gouge Dimensions (in) B 2x4/4x4 NVTP4 20 3�' 8" 2x6/4x6 NVTP6 20 5j" 8" 2x8/4x8 NVTPB 20 7j" 8" 2x4/4x4 NVTP4H 18 3r 8" 2x6/4x6 NVTP6H 18 5J" 8" 2x8/4x8 NVTPBH 18 V 8" •• 0 Total number of fasteners o Product IOd x 1 V' ° code Max. Uplift Capacity (Ibs) ° 6 8 10 12 NVTP 4,6,8 828 1087 1346 1605 NVTP 4H,6H,81 938 1207 1476 1745 Notes: 1. One half of all specified fasteners shall be used on each side of the stud to achieve tabulated values. 2. CD=1.6 for Uplift. TABLE 15 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. If' DESIGN LOADS (LBS) PRODUCT DESCRIPTION A CODE 0 uPUFr a L2 B o 687• 407 308 NVHC 43/2 Hurricane Clip — Wldex2 o ° 0 0 O ° •• 0 Total number of fasteners o Product IOd x 1 V' ° code Max. Uplift Capacity (Ibs) ° 6 8 10 12 NVTP 4,6,8 828 1087 1346 1605 NVTP 4H,6H,81 938 1207 1476 1745 Notes: 1. One half of all specified fasteners shall be used on each side of the stud to achieve tabulated values. 2. CD=1.6 for Uplift. TABLE 15 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. CD=1.6 for Uplift, L1 & L2. 6J4 UPLIFT NVHC 43/2 1 *For Uplift, use two clips, one on each side to comply with section 2321.7 of the FBC rjY2 3Y2" V) 0 �" 2Y4, • UPLIFT —2X 3'Wide NVHC 43 NVHC4� 00: •• • • • • • .00 • L2 • •• • • • • ••• • • • 0.0 • • • •• • • •• • • • • • • • • • • 00 0 0 • • • 'Use 2 dips one, on each side FASTENERS DESIGN LOADS (LBS) PRODUCT DESCRIPTION CODE HEADER JOIST uPUFr a L2 NVHC 43 Hurricane Gip —'Nide 9-10d 9-10d 687• 407 308 NVHC 43/2 Hurricane Clip — Wldex2 10-10d 10-10d 917 547 432 CD=1.6 for Uplift, L1 & L2. 6J4 UPLIFT NVHC 43/2 1 *For Uplift, use two clips, one on each side to comply with section 2321.7 of the FBC rjY2 3Y2" V) 0 �" 2Y4, • UPLIFT —2X 3'Wide NVHC 43 NVHC4� 00: •• • • • • • .00 • L2 • •• • • • • ••• • • • 0.0 • • • •• • • •• • • • • • • • • • • 00 0 0 • • • 'Use 2 dips one, on each side Page 12 18 Gauge Angle Clios. Table 16 Product Code Dimensions (inches) Fastener Schedule Allowable Loods(lbs) W1 W2 L Header Joist FI F2 A85 1h" 2946" 5 3-1Odxl)4" 3-10dx1)4" 511 595 AB7 1X" 29{6" 7 4-10dxl.�' 4-10dxlh" 582 794 ,Notes Nail wider angle leg to Joist and Shorter leg to Header. CD - 1.6 for F7 & F2 W2 Wt L0 0 0 0 L 0 0 0 0 AB -7 "F2 w2 w1 0 0 0 AQ - 18 Gauge NVHC 37 5WAY Grip Clip (520) Table 17 CD = 1.6 for uplift, L1 & L2 'As" UPLIFT ••• •• L1 •• ••• •• • •• • ••• • •• • • • • • •a • • • • • • • • • • • •• • • " Nail Schedule Allowable Design Loods(lbs) • • Header Joist Product Code Description Upfift L1 L2 or Plate or Stud 16-8d or 12-8d or NVHC 37 Way Clip 710 560 730 16-10d 12-10d CD = 1.6 for uplift, L1 & L2 'As" UPLIFT ••• •• L1 •• ••• •• • •• • ••• • •• • • • • • •a • • • • • • • • • • • •• • • " ••• • • • 0 Page 13 rat-AMMURT113FAMMEMOMM . ..�. Note: For 1-2x members todxlY2- nails can be used e Left e e Right e + —c b— ti —d— —b 57�- Jack 1-2x NVDU-28 a9 shown NVTHJ-26 similar Stud Plate Tie: Table 19 Movable Loads (lbs) S. Pine Fos nets Nail Schedule Product Product Code up Gravity Header Hip Nail IOd Jack Had 10d Stud Plate lift 100X 115% 125% Nails 16d 1)¢' S- 6-10d 4-10d 787 337 337 1608 e a b total c d total NVW26 1478 2444 2444 2444 16 4 3 7 2 3 5 NVTHJ28 1931 3229 3333 3333 20 5 1 4 9 2 3 5 Note: For 1-2x members todxlY2- nails can be used e Left e e Right e + —c b— ti —d— —b 57�- Jack 1-2x NVDU-28 a9 shown NVTHJ-26 similar Stud Plate Tie: Table 19 CD = 1.6 for uplift, L1 & L2 i -+L T IH �W L IKE-1 03/16- (ISOMETRIC) Typ 03/16-�LI i Typ. I N 1-1 1KE2 •• •Y• Dimsions (in es) en Fos nets ANowoble Loads (Nn) Product Header 2-2X • • • • • • Code W I H L Stud Plate Uplift L1 L2 IKE 1 1)¢' S- 6-10d 4-10d 787 337 337 IKE 2 1X- 6%- 3)4- 6-10d 7-10d 932 451 318 CD = 1.6 for uplift, L1 & L2 i -+L T IH �W L IKE-1 03/16- (ISOMETRIC) Typ 03/16-�LI i Typ. I N 1-1 1KE2 •• •Y• • • • • • •• Header 2-2X • • • • • • • • • 04 • ••• •• • • • •• NVTHJ-26 as shown NYTHJ-28 similar • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • •• • • • ••• • • UPUFT TYPICAL IKEI INSTALLATION Page 14 Deep Seat Truss Anchor. They ore designed to resist lateral and uplift forces. The strap is mode of 14 gouge steel and the seats of 20 gauge steel. Table 20 Assembly Dimension Product H Code (inches) Assembly Dimension Product H Code (inches) INVSTA12 Total No. Total No. of Allowable Loads(lbs) of Fasteners Fasteners in F'c = 2500psi in Strap 20 GA. Seatt _ 10dx1h" l0dxtjl2" Uplift Lt L2 12 5 6 1046 700 1049 noted) L2 NVHTAI2 12 NVSTA16 16 6 6 1141 760 1144 7 6 1 1236 823 1239 NVSTA20 20 8 6 1331 887 1335 NVHTA16 16 12 NVSTA22 22 9 6 1426 950 1 1430 CD = 1.6 for uplift, L1 & L2 1631 NVSTA24 24 14 UPLIFT Holden Double Strap Riveted Truss Anchor. They are designed of 14 gauge steel plates to resist lateral and uprdt forces. The seats are mode of 20 gouge steeL Table 21 Assembly Dimension Product H Code (inches) Total No. of Fasteners in two Straps 10dx1}L2" Total No. of Fasteners in 20 GA. Seat l0dxl)�* Allowable Loods(lbs) F'c = 2500psi (unless UpliftUplift F'c = 3000psi otherwise Lt noted) L2 NVHTAI2 12 10 6 1506 1766 1050 1450 NVHTA16 16 12 6 1695 1987 1181 1631 NVHTA20 20 14 6 1883 2208 1312 1812 16 6 2071 2429 1444 1994 NVHTA22 22 18 6 2259 2649 1575 2175 NVHTA24 24 CD = 1.6 for uplift, L1 & L2 • a • • UPLIFT • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • •• • • • • • • • • •• • • • ••• • • MIAM1.DADE A DEPARTIMENT OF REGULATORY AND ECONOMIC RESOURCESR' BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCI+, (NOA) PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: b i<II�I?1U COUNTY, FLORIDA PROD CONTROL SECTION 11 5 S1126 Street, Room 208 y 786) 3 512590 F (786) 315-2599 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 atter 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 "FD- 750" Outswing Aluminum. French Door w/ Sidelites -- L.M.T. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum, French Door & Side Lites, Impact", sheets 01 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance, number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 Mianii--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 N"A..44alL be pjovi&O to..the user by the manufacturer or its distributors and shall be available for inspection aCtlie jbb.si% St diea'equest of the Building Official. This NOA revises and renews NOA No.. j1 -1d) 3.14;at d #66istct U this page 1 and evidence pages.E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. o .. .... 0 0NOA No. 14-1117.05 . MIAMI pUNTY� 0'0 . .Expiration Date: February 24, 2020 Approval Date: February 19,1015 ... ... Pagel . . . . ... . . 0.0 ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBiti1ITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted uu(lel• previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 1.2 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. (Submitted un(1el• previous NOA No. 11-1013.24) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Sltbniitted llrl(lel• pl•eviorls NOA No. 09-1028.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted un(ler. previous NOA No. 05-0419.03) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203--94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94. along with marked—up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Sltbmitted un(lel- pl•evious NOA No. 05-0419.03) .. .... . . . . .. .. . . • • • • • • • • • • • • • • C\ FI • • • • • • • • • • • • ! k' ` Jaime D. Gascon, . E. 0 � • 09,0 Product Control Section Supervisor ,. ' ; ; • ; ; : ; NOA No. 14-1117.05 • • Expiration Date: February 24, 2020 Approval Date: February19, 2015 • • • • • • • • % • • ••• • 0 0 000 0 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL-11315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 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 marked -up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"529, dated 02/14/05, FTL^-4530, dated 02/14/05, FTL-1311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" , Edition 2010, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 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. for their "Kuraray PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No.•14;Q J2, .1�5 ipu ed to°Eastman Chemical Company (MA) - for their "Saflex CP - Siflex a4d*S4%x= f 4pnposite Glass lit terlayers'With PET Core" dated 06/19/•4, �iri;g on `. Jaime D. Gascon, P. E. • • Product Control Section Supervisor •NOA No. 14-1117.05 • • Expiration Date: 1+ebruary 24, 2020 Approval Date: February 19, 2015 . . . . . . . . . . . .. .. . . . .. .. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBi'vIIT'I'EI) E. MATERIAL CERTIFICATIONS (CONTLNUED) 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC-2010 and complying with FBC 5'h Edition (2014), issued by manufacturer, dated 11/,06/14, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P. E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by Ken Detzner, Secretary of State. 4. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer, dated 1.0/11/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.24) 5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.24) 6. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer, is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.24) 7. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Suburitted under previous NOA No. 09-1028.10) 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted tinder previous NOA No. 09-1028.10) Jaime D. Gascon, KE. • • • • • • • • • .'. Product Control Section Silpervisor • • NOA No. 14-1117.05 .. . . . . . . . . . . .. . . . . . . . . • • Expiration Date: February 24, 2020 Approval Date: February 19, 2015 ... E13• ••• . • • . • • • • • . •• •• . • . •• •• ... . . . ... . . PGT Industries NO'T'ICE OF ACCEP'T'ANCE: EVIDENCE SUBMITTED F. STATEMENTS (CON'1TMED) 9. Laboratory compliance letter for Test Reports No.'s YFL-4921, dated 07/17/06, Frl,4527, dated 02/10/05, liTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, FIT -4529, dated 02/14/05, FT"530, dated 02/14/05, PT1,431.1, dated 09/01/04 and FTL4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) G. OTHERS 1. Notice of Acceptance No. 11-1013.24, issued to PGT Industries for their Series "FD - 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 11/24/11 and expiring on 02/24/15. .. ... . . . . . .. . ......... � 0:0 � � � � � Jaime D. Gascon, P � • • • • • • • • � roduet Control See(ion Supervisor • • • • • • • •• • • • •• • • • • • • • NOA No. 14-1117.05 • •• • • • • • • • • Expiration Date: February 24, 2020 Approval Date: February 19,201,5 ••• • F-•4• • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITES) 1. GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM, B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT' BUTACITE OR SAFLEX/KEEPSAFE MAXIM iM. C. 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITEOF 3/16" HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER. D. 716" ± MI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE,'1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16" HS). F. 7/8" LAM[ I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE,' 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16" HS). G. 7/8" LAMI .G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE: 1/4" AIR SPACE AND (1) 7/16" LAM[ GLASS ASSEMBLY INSIDE (3/16" A,.075 VANCEVA, 3/16" HS). H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED.GLASS OUTSIDE, 114" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3/16" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. , NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: X O, XX, XO, OX XXX, XXO, OM, OXO, XXXX, XXX(, 0? Xa OR OXXQ WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-4315, FTL-4527, FTL-4528; FTL-4529, FTL-4530, FTL-4921 AND FTL-5941. B ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). r GENERAL NOTES AND DRAWING ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0750 FUL 1 d 12- 1 8000.11 I E NOA DRAWING MAP TOPIC SHEE1 GENERAL NOTES ............. 1 CONFIGURATIONS .......... .1 GLAZING DETAILS ........... rad By DESIGN PRESSURES...... Ri4iknt U110AIED BUltDINOCODE AND DESIGN WNUALYFARS. V JR 0w2zw C ADDED TESiREPORmumBER5, PARTS LIST ...................... ARNO J. Ofr2S�t0 D Cti4NQES 7HlSSHEET 1070 TECHHOLOQYDRIVE NOKOl1S, FL 34276 J.J. 1(Y171f t E " FDC 2010 CODE C4 P.O. DQX 1528 Rno r�nRy pats Chsc4:.dt?,.p ,�� NOKOMIS, FL 34274 F.K. 1212 L. T. 4/8/05 ! r GENERAL NOTES AND DRAWING ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0750 FUL 1 d 12- 1 8000.11 I E NOA DRAWING MAP TOPIC SHEE1 GENERAL NOTES ............. 1 CONFIGURATIONS .......... .1 GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS........... 6 PARTS LIST ...................... 7 EXTRUSIONS ................... 849 ANCHORAGE........ ........ 10-1 PRODUCT RENEWED as complying with tiro Soride Building Code A Acceptance No Exrira f5ate r it1iami Dade Prod�xt Control x%0111111 GEPI$F i� •. SSAj�DF '�� pi.OR\OP A. LYW M100A, P.E. FL P.E.# 58705 EXTERIOR 7/16" NOM. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS -.090" DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED GLASS 91 OR 92 107 109.. (10 105) 5/8" INTERIOR GLAZING bETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER EXTERIOR EXTERIOR 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED.GLASS -.076* VANCEVA INTERLAYER --3/16" HEAT STRENGTHENED GLASS .'gIII W, m-, 105) 5B" GLASS .. uta3L�I:i GLAZING DETAIL `- SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 718" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNE-ALED OR HEAT STRENGTHENED GLASS 090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER -R-- 3/16" HEAT STRENGTHENED GLASS 95 OR 96 108 109 90 105 5/8" i B INTERIOR GLAZING DETAIL "—SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER CHANGE I- .i.rz.- I or��ro I... o T l Nocwwors nrrssHt:�r L. T EXTERIOR 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 109 Eq�' OR 9 108 90 105 518" GLASS BITE INTERIOR GLAZING DETAIL `- SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER '07ECHNOLOOYDRIVE GLAZING DETAILS N6K0ht13, FL 34275 _ r*x P.o.a xmv _ ALUM, FRENCH DOOR & SIDELITF_S, IMPACT NOKOMI3 FL 94274 &Nism yl. & 6".W� °{t' Y A-refv I;% Rry FD750 FUI. 2 d 1,2 8000-11 E . . .... ...... ...... .... ..... itQ Mlt� 1tt�+W • �r4th. tF• �-••• ••••• :00 0 :60006 PRODUCT RENEWED w oomplytng with the Florida Building Code Aemptence No tvti"rot nede Product Control ' t�i LYNN 41/I4F��% W. 55705 STof O RLOR0.-"�� A. LYOtI1fILLL-3A, P.E. FL P.E.# 58705 JR. F.K. Table 1. Maximum Desiqn Pressures (Psf) Configuration Width (in) Allowed Glass Types Height (in) 793/4"(68 83 3/4" (70) 87 3/4" 91 3/4" 95 3/4" (80-) French X 37" (30) A, E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 Door 713/4" (6°)' Al +70.0 -80.0L +70.0 -80.0 +70.0 -80.0 +70,0 -80.0 +70.0 -80,0 C,G +100.0 -100.0 1.+100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 3611/16" A,E +70.0-80.0-1 - J +70.0 -80.0 +70.0 -80.0 +70.0 - -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 `Sidellte Narrow Jamb _ 30 11/16' C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 3611/16" A, S, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 .-100.0 +100.0 -100.0 I aple 1 a, Mass Type and Test Report Number A - 7/16" LAMI (3/16"A,.090 PV(3, 3116"HS) -- FTLA311, 4312, 4315 B - 7/16" LAMI (3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTLA311, 4312, 4315 C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) FTLA527, 4528, 4529, 4530 D - 7/16" LAMI (3/16"H5,.076 VANCEVA, 3/16"HS) UPGRADE FTLA527, 4528, 4529, 4630 F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PV13, 3/16"HS) FTLA311, 4312, 4315 F - 7/8" LAMI I.G. (3/16"T, 114" AIR SPACE, 3116"HS,.090 PVB, 3/16"HS) UPGRADE FTLA311, 4312, 4315 G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.076 VANCEVA, 3116"HS) FTLA527, 4528, 4529, 4530 H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTLA527, 4528, 4529, 4530 0 1 UPOATV TABLE 1 TO ow2m' C ADDEO NOTFNLIGRAM FO 012N10 ` Re v NO CHANG(: S irWS SKEET cr�ar� Nis:. - '123104 L. T. 410105 _ fO70 TEC 1NOL00YORIVE SILL NOKOMIS, FL 34275 PA BOX 1628 NOKOMIS, FL 34274 r- DESIGN PRESSUR EO: OVERHAN HEIGHT L NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +%0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5941) ALUM. FRENCH DOOR & SIDE L/ TES, IMPACT Fo750 __ _jNT�j 3 d 12 8000-11 I E .ODUCT RENEWED cmplying with the Florida uldingCodc �g�-,.'i��''i ret t azce t4 4 .� 1 LYNN * No. 58705 �c C _ o 11111 Q' STATEOF SS/O N AL \� A. LYNOVILL.� , P.E. FL P.E.# 58705 0000 • •••• . . •••• .. ...... .... .... .. •00.0• 0 0 m+dyingYr1%QS17l' M. •••• • s,•0 • 0 • • fto••• Q6- 0 . ••0• • • • 0 • • 0 • • • •0 • ALUM. FRENCH DOOR & SIDE L/ TES, IMPACT Fo750 __ _jNT�j 3 d 12 8000-11 I E .ODUCT RENEWED cmplying with the Florida uldingCodc �g�-,.'i��''i ret t azce t4 4 .� 1 LYNN * No. 58705 �c C _ o 11111 Q' STATEOF SS/O N AL \� A. LYNOVILL.� , P.E. FL P.E.# 58705 96 3/4" MAX. HEIGHT ALL 791/8" MAX, DLO ALL I--7313/16"MAX. WIDTH . • .... .... 36 11/16" .. •... •.:..' MAX. WIDTH i i i i i i 33 3/16" i i'7�te4tt`T R1:v►K1t{l • . • • • MAX. DLO. I srrltl+.ttt�Blo'tldr, .... t 1 i XORXO 37n MAX. WIDTH 25" MAX. DLO ALL X UNITS x 110 6/8" MAX. WIDTH . • .... .... 36 11/16" .. •... •.:..' MAX. WIDTH i i i i 33 3/16" i'7�te4tt`T R1:v►K1t{l • . • • • MAX. DLO. I srrltl+.ttt�Blo'tldr, .... oxo r-71 314" MAX, WIDTH ------- j X1 NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN 13E EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. FK 1011217d a NO CH WGE 77113 SHEET y . F)r Rn kra J.7L --- 0922" 0 NO PHMVE THI$ 8HEE7• mak No CHANOE-S 7N13 SHEET J. Ft 0 f,1251W D 0118y. D&W cho''.iad . PX 12123104 L. T 41"S I '0 TECHNOLOOYDRIVE NOKOMIS, Ft. 34275 P.O. SOX 1529 N0K0Af1S, FL 34274 1453/8" MAX. WIDTH . • .... .... 36 11/16" .. •... •.:..' MAX. WIDTH • .... 33 3/16" i'7�te4tt`T R1:v►K1t{l • . • • • MAX. DLO. I srrltl+.ttt�Blo'tldr, .... t 1 i OQ 7.114 e" OXXO (SHOWING EACH VERSION SIQBLITE) .... O (FULL JAMES) O (NARROW JAMB) EXAMPLE ELEVATIONS Tx: ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0750J.4 f2 L__ 8000-11 .NTS PRODUCT RENEWED as complying with the Florida Building Code Acceptance No Expi�"Deft • Dade Product Control \\�\`o-�{ LYNN j j�I''i,� �'�`Z` . •�\CENSE �� No. 58705 b o llf lj W- �� SYA7E OF lV SS/ONN- A. LY/`N1k fI(.Lt P.E. T _ FL P.EX 58705 . • .... .... 36 11/16" .. •... •.:..' MAX. WIDTH • .... 33 3/16" i'7�te4tt`T R1:v►K1t{l • . • • • MAX. DLO. I srrltl+.ttt�Blo'tldr, .... tie O (FULL JAMES) O (NARROW JAMB) EXAMPLE ELEVATIONS Tx: ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0750J.4 f2 L__ 8000-11 .NTS PRODUCT RENEWED as complying with the Florida Building Code Acceptance No Expi�"Deft • Dade Product Control \\�\`o-�{ LYNN j j�I''i,� �'�`Z` . •�\CENSE �� No. 58705 b o llf lj W- �� SYA7E OF lV SS/ONN- A. LY/`N1k fI(.Lt P.E. T _ FL P.EX 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION B OUTSWING HEAD ORIGINAL VERSION TOP RAIL 21 A 55 ALTERNATE VERSION TOP RAIL - MAX. DLO MAX. EIGHT jq INAL VERSION BOTTOM RAIL ® & ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL MAX. HEIGHT SOC 1.01iZV6 6 REWSEUEMI SNOWALT'J RMIEiOPANDeorrOAfPAJLO RUsiot4 ffr xy fo70TECINMOOYDR1VE VERTICAL SECTIONS I.R. Qvaw O AWE0 LOW RSH Stu NOKOMIS, FL 34275 rnr " ' 1= 01fIS�10 NOC-1Wn&I MISSHEEr _-� ALUM. FRENCH DOOR & SIDE LITES IMPACT LR b P.O. eqX f 521 k»er. asta: - aoxkea . oa* �e ®� NOKOmlS, FL 34274 IT 8mW- iwd Sas. £r»sc ck� iv N*. av,: �K. !2/23104 L.T. 4/8/05 FD750 1/2 5 d 12 8000.11 E "0000 000. 0 0000.. 0000 •••• • 000.0. 0 ftQrRYt'i'H[�Yl�f��lit • 0000 • 0 Inj Witt jw.jt1rhu odc 0. •. • : • oc .LW¢e Ns SI 00000 A �: �.. . • • . • 0000 . • 0000. •• .ODUCT RENEWED complying with tha Florida dlding Code Mtanoe No j4- i}at izane . < iami Dade Product Contmi % t I I I I I I I LYNN No. 58705 _ STATE 01 ///'SSIONAL �\\\ A. LY�I�JtN} UER, P.E. VL P.E.11 58705 OXXO HORIZONTAL. SECTION SHOWING MOF EACH SIDE LITE TYPE I NARROW JAMB SIDE LITE (AT HINGE JAMB) 1002" I.R O�X1iU9 C sdBy: Data: Rr�+kx �,R Oft2S�10 D nay: oar: a,�e� F. K. 1.2123/04 L, T. a1AN<�E4 THIS SHEET VC I HIL 11 HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) '0 TECFWOLOOYDRW NOKOMIS, n 34215 P.O. Box 1520 NOKOAd, F134274 JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE HORIZONTAL SECTION DETA ALUM. FRENCH DOOR & SIDE LITES, IMPACT � FD750 �12 612 0000-11 51 N1 �SS10NP�;�0% A. LYNNfLLf�, P•E. FL P.E.# 58705 I+D75(i nr)t7RI.gl II•FiN I DIVAN DESCRIPTION PGifJ I UPDATE ITEM 3• ADD ITEMIS iJbFEsta FRANIE KIT PARTS Rnfttxx i 5006 FRAME-HEAD&HINGEJAMB 63006 2 8003A IOUTSWINOSJIL aW3A 3 8004C.OUI•-S%Y1NOSILL COVM. 680040 4 5008 . DRIP.CAP X4003 5 ......••••• "PAD, $11L& JAMB WFATI-163TRIP SCHLWAL U8333 8500 6 8007 SCREW COVER 63007 7 8009 INSTA M PLATE 68004 8 .....•.•... FRAMEASSEMBLY$CRBW 98 X I- PIt AD 18)POA 9 8032 A4TPA LIN SEAL 4803 10 _ 8058 -SW OSILL LOW RI$ 48058 TltU$S.CLAMP 60378M MR PANEL -•••••••••.98X3/4'FHS 5 . ••• HEAD $ILL&JAAIBWE,A•rkmTRiP SCHLEGAL V83337T8SW 20 8M RM 6$012 21 8014 TOP RA{ HREADED ROD DESIM 68014 22 8013 E30T7O1,',1 RA1 WIFADED ROD DESIGN 68013 .23 1 8017 ITOPSWEEP 68017 24 8016 7T02v1 SWEEP 68016 2S •••••••-••. SWOT SCE!; VS, #4 X 1l2" PHIL P1i 26--..-.801$. ASTRA.QA ACT VE&ENACTIVE 68015 7 8KIB. GF K JAMD.SiDf 68021B 28 8010 R.IIIN.. {OVZR 6S020A 29 SOI$ . MARJRN . BACKUP PLATE 63018 30]..I.019A QFA R HINGEi DOOR SIDE 68019A 318035 GPAR _ ' U. R1Fiq 68035 3...........9!'AR IN. _ SET-SCWVH6.32x1/4" 33CtAR K MTQ SCI a 942 x3/4' TRUSS HD. 34 ............ R 4MTQ SCREW N12_ x-1 1/2' TRUSS HD. 35 ........ 9. 1 1R. 1 ROD N16-18 X 36' 6TRODA 36 ...... •.-.•• F NWD M NUTS/ 6.18 7990NUTA 37 8039 TRUSS CLAMP " 60378M 38 8093' S/$WRLAT(TiMECHAN(SM ASHLAND 39 8030 LOCK .. K 480}0 40 " LATCH ASVYSCREWS 98 X 2' SS PHILLTR HD 78XXFPAX 41 8037 _ S/$ SHOOT DOLT RO SUUIVAN 42 1 8045 S ANDARDFLUSHBOLTS W/SSROD SUWVAN 43 1 8031 SHOOT DOLT GUI pE 46031 44 -•------. SliOOTDOLTGUIRE&STRIKESCREWB•32X3/8`SSPHIMTRHD 78X38PFTX 45 50389RI(ii-STRIKEPLA'TEATASTRAGAL ACTIVEFItNGEDLFTE WSi10-43S1 46 8038L LEFT-STRIKBPLATVATASTRAGAL(ACTIVE HINMRt W5110.44S1 47 ---STRIKEPLATESCM , VS 8.32 X 3/8' SS ?HILL TR HD 78X38PFTX 48 -••-•••-•-- S RIKEPLA BMi.DDL43SCR>;W 6.24X 1/2' FH 7612FPTX 49 80M STRIKEPLATEiATRE'AD&SILL 50 -- HPAll STRIKESCREWS SS 8 X 1/2.1`1111J, FH 7858ZAX 51 STRIK( PLAI'ESGRGAVS aSILLSS8X1/2PHILLUNDMCUTFII 78X12PFIIUX 52 8041 ACTIVETRIM SGT ASHLAND 53 -W42 PASSIV►iTRIN1 SEE ASHLAND 54 8494 STA INI-ESSSTEEL PASSIVE LOCK GEAR ASHLAND 55 _ 8014A TOP RAIL OBOLT DESI 68014A 56 8013A DOTTOM RAIL LAGBOLT DESIGN 68013A 57 S/lb' x2 t/2' LA0 BOLTS 175161MITX FX t a1?.tM B I UPDATE ITEM 3• ADD ITEMIS iJbFEsta FRAMG-HEAD SILL&JAMB Rnfttxx 4 J. q_ oaRm C AWE-OLOWRISESIU raQB�^. 4: Retitstvn: 7 J, R 41q!go O NO CHANGES THIS SHEET "re 8y. Oub: i Ctm+tW Uafa �� 8012 F.K. 12/23/04 L. T. 4/8105 TOP RAIL 0 ki 4 FD75A RI1FJ..IAMR CrnV.. I1TV_ 1Tt1l1 DWQq DESCRIPTION F.GP9 1 8006 FRAMG-HEAD SILL&JAMB 6$004 4 800$ DRIPCAP 68WS 6 8007 SCREW COVER 68001 7 8009.INSTAMPI.ATCs ......•••• 'RAMEASSfTti1)3LYSCREAV 98X i" PH UAD 68009 8 $0,14 FRAMBASSF14BLYSCREW 98 X V PH UAD 784 A 20 8012 STI LE 6801.2 21 8014 TOP RAIL 6$014 22 8013 BOTTOM RAIL 68013 3$ 8039 TNR[ADEU ROD Y)6.18 X 36' 6TROVA 36 ........... FLANGEDHEXNUT511&18 7990NUt'A 37 8039 TltU$S.CLAMP 60378M 60 -•••••••••.98X3/4'FHS DRIVETEKSCREW 78X34PST1V 6t8028 109 StIHiUfEfIFADTRjM 68018 62 8029 SIDELITEJAMBTR{M 63024 FD750 NARROW .JAMB AIDF,1.1TR. I l 8006 FRAME-HFAD&SILL 68006 4 8008.. DRIP CAI' 68008 6 8007 SCREW COVER 68007 7 8009 INSTAU-PLATH 68009 8 ......•••• 'RAMEASSfTti1)3LYSCREAV 98X i" PH UAD 781PQA 21 $0,14 ITOPKAJI, 14 22 8013 M RA(L 68013 35 ........... THMADE)ODS/16.18X36' 6TR01)A 36 .......... FLANGED H. NUT 5116.18 7990NUPA 37 8039 TRUSSCLAMP 60378M 60 •••.••••• 98X;V4" PHS DRIVETEKSCRMY 178X34PSTW 61 802$ SIDRUTHHFAD TRIM 6M8 70 8010 FRAM • JAMB _ 68010 ASSEMBLY KIT I 90 189330 1FkENCHD0OAASSWl3LYl3PAM 68033B 81 1 ........... #10.24X21WPHSCRtAV 82 ......••••• #10-24HEXNUT 83 ......••••• N12X 11121 TRHDTIX SCREW 84 8056 SUBSILL(OPTIONAL) 68056 GLASS. BVADS & StfJMNP IN 90 -- --------- ' Z{N SRALANT D0NVCORN1NO8W983,99SOR 1VAL1TfP 91 ........... 7/1-6" LAMINATE) GLASS 3/16'ANN..090PVR, 3/16'HS) 92 ......••••• 7/16" LAA4INATFDGLASS 3/16" HS,090 3116' EIS 93 •••.••••• 7/16" LAMINATED GLASS (3116" ANN.,,075 VANCEVA,3/16" HS . 94 ......••••• 7/16" LAMINATED GLASS 3/16' HS..075 VANCEVA,3/16" HS 95 •.^......• 718" LAMI 1.O 3/16' T, I/4" SPACE, 3/[.6" ANN.,.090PVp 3/16" HS • 96 ---•••••••• 7/8" IAM11,0. 3/16' T 114' SPACE,3/16" HS.,.090PVD,3/I6' NS • 91 ......••••• 7/V LAMI 1.0. 3/16" T, 114' SPAC 3/I6' ANN.,.075 YANCHYA, 3116` HS • 98 ............ 7/8" LAMI {.0. 3116" •1', 1/4' SPACE, 3/16' HS.,.075 VANCBVA 3116" HS 105 8022 IDACK BEAD 63022 106 8026A SLBACKBFAD 68026A 101 8023A 7116" BEAD 68023A 108 8024A 7/8' IG BEAD 68024A 109 1224 VINYL BULB WSTP(Ct1(CK) 6TV247 1070 mcHNOLoovDPlvs RTS LIST NOKOMIS, FL 34275 be . P.O. 130K 1620 ALUM. FRENCH DOOR & SIDE LITES, IMPACT NOKOMIS, FL 34274 J c«sxi'Ah+et "' D �rtv t1a +z, FD750 NA 7 a 12 8000-11 E 9000 • • 9999 9999 • 9999•• 9999 9999• 9999•• • • • . • pb 9999 t bmkF. • • ••• • • 909 0000 • 9999 • • •9 • PRODUCT RENBWED as complying whh ft F'UW I Building Code Acceptance Dlo '"'F sxpisation bete �iltIIIII/ v i •� � No.Sa-145 W _— 011 1� LLQ A. LY24'01111L t, P.E. FL P,E.# 58705 .062 1.000 #8006 6063-T6 FRAME, HEAD, JAMB AND SIDELITE SILL F• 3.018 .050 O� #8009 6063-T5 INSTALL PLATE 1 062 2,236 .050 .583 i�+—'------3.636-------�-� � 1.353 U#8003A 6063-T6#8004C 6063-T5 A O OUT -SWING SILL OO OS SILL COVER .062 1.376 583 A F}�----�- 3.636 -- ----{ A@ #8056 6063-T6 OUT -SWING LOW SILL 22 #8013 6063-T6 BOTTOM RAIL 1.938 .100 r" 8.250 #8013A 6063-T6 &BOTTOM RAIL, LAG BOLT DESIGN s J.0. 1 Oft2&10 1__p T NOO�WJOE3THl8&HEEi off: a 0-r.; F.K 10 x=104 IL 418/05 v 2.000 !--••- -------"-- 3.990 4.027 1.033 .050 20 #8012 6063-T6 STILE 21 #8014 6063-T5 TOP RAIL I 4.434 - -- I #8008 6063-T5 DRIP CAP 1.940 .050 1,160 .040 O6 #8007 6063-T6 SCREW COVER 23 #8017 6063-T5 TOP SWEEP T 050 1.4'67 :797 I 2.240 #8016 6063-T5 24 BOTTOM SWEEP .075 'T 1.467 A 2.544 . . .... ..... rXill lr UvW!t* • • • .. • Doe mt"-"t wee �,wis►s C«k ... .. 00 0 KUL)UCT PXMWED 1 d?u g � !h t Pi°tidy capter>Ce No 1. 170 — Dszte #8014A 6063-T5 26 #8015 6063-T6 55 TOP RAIL, LAG BOLT DESIGN AS _ TRAGAL 1070 TCHNOLO4YDRIV�F D� EXTRtJSIOM PROFILES NOKOMl9, FL 34275 P.O. BOX 1629 U ALUM. FRENCH DOOR & SIDE L I TES, IMPACT N0K0!(18, FL 34274 B swilm% *1 ✓ vjcl sr«c Cmkty ma (Rr _ - FD760 1/2 8 a 12 8000-11 I E cL_n `w m _ %%illllli/ � , No.587p5 OF �~ C),C�' A. IYNu al.' R, P.E. Fl P.E.# 58705 FIA �------ 2.260 075 27 #8021 B 6063-T6 GEAR HINGE, JAMB • .050 .438 F2.622 -- 61 #8028 6063-T5 SL HEAD TRIM .045 .442 .965 10 #8022 6063-T5 BACKBEAD .742 T T .072 28 #8020A 6063-T6 GEAR HINGE, COVER .1261 .050 e4 #8056.6063-T4 SUBSILL, OPTIONAL 1.169 .96 .045 #8026A 6063-T5 106 SL BACKBEAD - .142 , .301 �-•�----1.763•--�-� 29 #8018 6063-T5 HINGE, BACK-UP 1.812— .076 075 1.000 2.438 P-100 30. #8019A 6063-T6 37 98039 6063-T6 GEAR HINGE,' DOOR TRUSS CLAMP .082 .1.000 !A 3.638--�------«•-i 70: #8010 6063-T6 NARROW SL JAMB ,750 .4 .045 •818 >'-*-- #8023A 6063-T5 10 7/16" BEAD .040 .437 ,957 48024A 6063-T5 108 I.G. BEAD .12 #8033B 6105-T5 80 FD ASSY BEAM 1-� --2.313-- .050 62 #8029 6063-T5 SL JAMB TRIM FJ !al2h7B Q ut�cn�nerrEres3. RrEXTRUSION PROFILES �— es«�:�_ 1070 -�----..---_..__--------.___w.._�T�GNhOLOGYONNE J,R. 0 NEW PAGE NOKOMIS, A 34275ade► { ` 1 idt a" D NO CHANGES THIS BNEET yv AL UM. FRENCH DOOR & SIDE L J.R. O!!2S/10 D _ P.O, BOX 1529 r,0n8r• of 6,�a.ea, �a _.____� -_ N0K0,' §, FL 34274 © taw¢ saw crr svtAirr +yAlx F K. 12!23/04 L.T. 4/8/05 I F0750 1 /z 9 d 11 1 IMPACT 8000-11 1 E :UDUCT RENEWED complying with the Florida Biding Cods ,�}} t^ s Mtartce No L. , 0 Dade _c�ttrtirt+r� ,� ; �o• 58705 T ✓ (A,.o It !1 W 1 STgeOP,•' ///SS/OW- . t.' � itifllr,LL1�,P.E. FL P.E.# 58705 i ,r�.11*•• 1�. r • .. 000 . 0 0 0 0 0 . . 000 00 . 0000 0 0 . 0 :UDUCT RENEWED complying with the Florida Biding Cods ,�}} t^ s Mtartce No L. , 0 Dade _c�ttrtirt+r� ,� ; �o• 58705 T ✓ (A,.o It !1 W 1 STgeOP,•' ///SS/OW- . t.' � itifllr,LL1�,P.E. FL P.E.# 58705 6n 6„[� 11" JAMB A_ NCHORS 18.600" H QT, TY, MAX. 95 3/4" - (5) O.C. 91 314" - (5) 87 3J4" - (5) 83 3/4" - (5) 79 3/4" - (5) 11." DET. IL A (CONCRETE) A (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 10.571" MAX. JAM8 A ANCHORS HY. QTY. 95 3J4" - (8) 91 3/4,1- (8) 873/4'-(8) 833/4--(7) 793/4--(7) 11" A DETAIL B (WOOD) (SINGLF- PANEL) ANCHOR TYPES: 2OR3 ANCHORAGE SPACING REQUIREMENTS: 12"A 9" 3" MIN. HEAD & SILL 11" 3" MIN. - - HEAD & SILL ATYP. ANCHOR ®TTP. ANCHOR CLUSTER CLUSTER (TYPICAL) (TYPICAL) JAMB NCA _ HORS HT. QTY. 95314'-(6) 913/4'-(6) 87314'-(6) 83 3/4" - (5) 793/4'-(5) A DETAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: 1 OR 2 --i I 18.500" MAX. O.C. _j 11" SEE NOTE 5 REGARDING APPLICABUTY OF ENCIRCLED ANCHOR LOCATIONS A DETAIL D (WOOD) (2 OR MORE PANELS] ANCHOR TYPES: 2OR3 • 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT, 13/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1318" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAILA, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) A HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS. JAMBS .......... ........... I V, MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL ...... 6" MAX, FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS .... 11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. S. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) ® HEAD AND SILL......6" MAX. FROM FRAME CORNERS, AND AT 3", 6", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 314". JAMB&....................11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. F.tC 1011=6 JAMB ' ANCHORS • , �.R HT. QTY. (2) EQ, (3) EQ. 5 3J4" - (8) 95314'-(8)91314"-(8) 91 314"-(8) SP. TYP. SP. TYP. 87 3/4" -(8) 83 3/4" - (7) J,R. 0f/1N10 p A DETAIL D (WOOD) (2 OR MORE PANELS] ANCHOR TYPES: 2OR3 • 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT, 13/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1318" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAILA, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) A HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS. JAMBS .......... ........... I V, MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL ...... 6" MAX, FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS .... 11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. S. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) ® HEAD AND SILL......6" MAX. FROM FRAME CORNERS, AND AT 3", 6", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 314". JAMB&....................11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. F.tC 1011=6 8 REV/SEAL ' icw kvw • , �.R 09I22ti9 C No cmw< LbG J,R. 0f/1N10 p CtHANGEC coney. Pala: _ _ Ct�eA Caa: FK, IM3104 L, T, 418105 AND E THIS SHEET -rAf'CW TO IXM ACON ; 1070 TECHNOLOGY ORW NOKOMIS, FL 34275 P.O.60X 1629 NOKOMIS, R 34274 ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDE LITES, IMPACT ;a.�a.k,a.,a -1 srnr txn4y-8000-11 o R., F0750 9/4 70 n 12 8000-1 i E 10.571" MAX. O.C, ,AA 0 & 0 0 0000 " 6001:0 PRODUCE RENMED as complying with the Florida Building Codc Acceptance No 4- " C R�i�i('n Datc Al t 13Y C/P Miarm Dade Pro tics Contmi LYNN Pa•.. �,1Cf=NSF C 'A NO. 58705 � '• STATE OF A. LYN�Jr1�if�L��R� P.E. FL P,E.# 58705 ...... .... ..... • , t.. % PRODUCE RENMED as complying with the Florida Building Codc Acceptance No 4- " C R�i�i('n Datc Al t 13Y C/P Miarm Dade Pro tics Contmi LYNN Pa•.. �,1Cf=NSF C 'A NO. 58705 � '• STATE OF A. LYN�Jr1�if�L��R� P.E. FL P,E.# 58705 A. CONCRETE ANCHOR 1/4` MAX. .(NOTE 1) OROl1T, e—u. NOTE 5 u,:3.4"KSI'MIN..j- -.CONCRETE ^ -. CONCRETE CONCRETE ANCHOR 1/4" MAX. SEE NOTE 1 GROUT, SEE] 5� f }� '.r: ,EMBED SEE NOTE 1 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) A.- :' a: -:,-'`• ` •i:i; 'EMBED. -3.4 KSI MIN. SEE 's CONCRETE ; j'= NOTE 1 `.; nJ 1/4 MAX. SHIM CONCRETE ANCHOR, SEE NOTE 1 EMBED. 3.d KSI MtN.': ; �'• `` ' SEE CONCRETEs.�'',� ` NOTE 1 OPTIONAL SIDE LITE SILL (SUBSILL TO CONCRETE) WOOD ANCHOR, SEE NOTE 2 1/4" MAX. GROUT SEE NOTE 5 1318, MIN. A TYPICAL SIDE LITE SILL (DIRECT TO WOOD) EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) ACONCRETE ANCHOR SEE NOTE 1 E3 2x WOOD SEE NOTE 3 WOOD ANCHOR SEE NOTE 1/4" MAX. GROUT SEE NOTE 6 WOOD ANCHOR, SEE NOTE 2 2x WOOD, SEE NOTE 3 OPTIONAL m OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) 1/4" MAX. SHIM A TYPICAL DOOR & SIDE LITE MEAD NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4" SS4 CRETE -FLEX. MIN, DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". MIN. EMBEDMENT: 1/4" ULTRACON -1 3/8", 1/4" SS4 CRETE -FLEX -1 3/411. 2, FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 118" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL T14AT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. ar-a�s.c �,� -- FA 1CV12N6 13 UPgA7EA1dCElpILlOEriliD�1OTLS �C0° of&yto F. AN KSI,O,e 1070TEGHNOLOGYMVE CHORAGE DETAILS F SU 0WftE a WiaD DEMILS, ffoKaw19, FL 34275 towcwv,WO'r PC&rTO .TMW?r PO60X 1528 ALUM. Ff FNr." DOOR & SIDE L AMoo I DOW L. T. 4/6105 .. NOKa•5115, R 34274 F0750 1 1/4 1 11 112 IMPACT 8000-11 1 E 00 0 a 0 0 io ...... .... .... ..3.4 KSI MIN,. ` EMBED. CONCRETE-- �: SEE NOTE 1 SHIM •f' ACONCRETE ANCHOR SEE NOTE 1 E3 2x WOOD SEE NOTE 3 WOOD ANCHOR SEE NOTE 1/4" MAX. GROUT SEE NOTE 6 WOOD ANCHOR, SEE NOTE 2 2x WOOD, SEE NOTE 3 OPTIONAL m OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) 1/4" MAX. SHIM A TYPICAL DOOR & SIDE LITE MEAD NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4" SS4 CRETE -FLEX. MIN, DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". MIN. EMBEDMENT: 1/4" ULTRACON -1 3/8", 1/4" SS4 CRETE -FLEX -1 3/411. 2, FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 118" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL T14AT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. ar-a�s.c �,� -- FA 1CV12N6 13 UPgA7EA1dCElpILlOEriliD�1OTLS �C0° of&yto F. AN KSI,O,e 1070TEGHNOLOGYMVE CHORAGE DETAILS F SU 0WftE a WiaD DEMILS, ffoKaw19, FL 34275 towcwv,WO'r PC&rTO .TMW?r PO60X 1528 ALUM. Ff FNr." DOOR & SIDE L AMoo I DOW L. T. 4/6105 .. NOKa•5115, R 34274 F0750 1 1/4 1 11 112 IMPACT 8000-11 1 E 00 0 a 0 0 io ...... .... .... 04"1" Das U • L•J • • •••• PRODUCT RENEWED as complying with the Florida Building Code , Acceptance No �„ Product ��,�titttti�7-— \�� ON`{ LYNN No.55705 %�3 O ' STATE: OF tV � ////'ONAL E� A. LY�NttS11 MP P.E. FL P,E.# 68705 EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE ANCHOR, OPTIONAL SEE NOTE 1, 84 SHEET 11 CONCRETE -A-ANCHOR 1/4" MAX 0 SEE NOTE 1, GROUT, 114" MAX. SHEET 11 GROUT, I SEE NOTE 0 SEE NOTE 5, 5, SHEET 11 SHEET 11 y .4 K$I MIN. _. a ErMBI?D. SEI: N0- E 1 ;�: -: ,. SHEET 11. <f CON_ CRETE '':4..".� ;'s: - SES NO'L 1, _ ..CONCRETE . -.. .: : ... � ' ..r..:; : SHEET 11 r TYPICAL DOOR SILL OPTIONALDQOR SILL (DIRECT TO CONCRETE) (SUSSILL TO'CONCRETE) F.K EMBED. SEE NOTE 1, 0 SHEET 11 INTERIOR e' RnlsYru: C/iAN0EPM/NK$I0FGaNV (ALL JAMB SECTIONS) '= •' ,,:. EXTERIOR rttgiafttl rt rmr ,,oma: Dab R} �r J.R 01/2N10 D 3.4 KSI MIN. "- CONCRETE '+ " Chcckea 0. o�y: m ;-JL 12123fCW 1/4" MAX. SHIM— 1 - F.K 10/1zw. 0 NEYSNT.ADD SOSSiLLAND e' RnlsYru: C/iAN0EPM/NK$I0FGaNV 4R, CW22 i�4 O AWED LOW Ti1SE SILL OPTIC ,,oma: Dab R} J.R 01/2N10 D NOGtWOES7HISSHEET Dec. Chcckea 0. o�y: m F K. 12123fCW L. T. 4/8!05 I . OPTIONAL WOOD®2 WOOD ANCHOR, SlE NO'T1 2 ANCHOR 0 SEE NOTH 1, SHEET 11 1/4" MAX. , �814811T 11 2 - 1/4" MAX. GROUT 10 I: -=---.- GROUT, I - A SEE -- SEE NOTE NOTE 5, 5, SHEET 11 SHEET 11 . •.•'' r'era. .. fq. _`�F. � • tea. v �i .' �'JL•.'.�. - 1 3/8" 2x WO D, " ® — 1 3!8 2x WOt D, MIN. SEE NOTE 3,MIN, SEE NOTE 3,_ SHEET 11 -- SHEET 11 — TYPICAL DOOR SILL (DIRECT TO WOOD) EMBED. A SEE CONCRETE NOTE 1, ® ANCHOR, HEE711 SEE NOTE 1, ® SHEET 11 r' 1�: CONCRETE ANCHOR,(It�tll" SEE NOTE 1, SHEET 11 In 3.4 KSI MIN., .�.:,.`� .:... CONCRETE OR 1.6 KSI '•;�;:� MIN. CMU" 1 x WOOD, - SEE NOTE 3,- SHEET 11 ` 114" MAX. SHIM--� �-- TYPICAL DOOR & SIDE LITE JAMB A 1 3/8" MIN. 2x WOOD, SEE NOTE 3, SHEET 11 OPTIONAL DOOR SILL (SUBSILL TO WOOD) . . .... .... . CONCRETE ® ANCHOR,- SEE NCHOR, SEE NOTE 2,'`. OI~5• • SHEET 11 1/4" MAX. SHIM --� [---- BvrroraRAfL rmuslaNs. ANCHORAGE' DETAILS 1070 TECHNOLOGY DRIVE 1ETA1LS. fmaut3, FL 34275 My Ao. BOX 1520 ALUM. FRENCH DOOR & SIDE LITE•S, IMPACT NOKOMIS, FL 34274 @°` aas �ti8 ov�ty F0760 1/4 1 12 1 12 8000-11 E 'ODUCT RENUMD complying wtth the Florida ilcptp4 Co: ce�tai:No No ' { i Dade 111!!!/1 LYNN ' No. 58705 'b 40 {Ills �� •, STATE OF A,LYi�i M L N" P\E U. �_ FL P_E.# 58705 m M 00 00 t 7C" UAV 6" MAX. SILL CORNERS THESE DOORS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES-607OF OUT -SWING COMMERCIAL STEEL ENTRANCE DOOR SEE SHEET 8 FOR VARIOUS FRAME PROFILE OPTIONS. (SEE MAX. SIZE ON THIS SHEET). FRAME JAMB TRIM (WIDTH) = 1-1 /4" TO 2" FRAME JAMB DEPTH = 4-3/4" TO 8-3/4" FRAME HEAD TRIM (WIDTH) = 1-1/4" TO 4" V(3) ANCHORS AT MTG. STILES XX AT 3-3/4" O.C. ( } DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 40" MAX. V 0 DOOR FRAME WIDTH Z 36" MAX. DOOR OPNG. WIDTH r r A 01 Q < �a R m E O .............. .... �V oufm a0 8 Z- N x= /.... L6 14 Z _4 J �_ a0 Q w m h co 0 \.'. .'.'.'.'.. ..� CO 00 0 fi _ u') 0000 co , 0 O oN 0- p �. - x V1 O •.tip �.. mw ...... .... �m.� B .ACTIVE \. Ld LO , �., a .• Li SEE DETAIL _ m uj O SHEET 65 MAX a o 'WIRE' ANCHOR SPACING j O 0 's J SILL CORNERS o Z (X } o xo�v w �,, Q J z. -:W TYPICAL ELEVATIONS NOTE: ALL LOCKS AND SURFACE/FLUSH BOLTS AT HEAD AND SILL MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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. 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 2014 FLORIDA BUILDING CODE. MAXIMUM DESIGN LOAD RATING = =+ 90.0 PSP 1 (FOR SIZES SHOWN ABOVE OR SMALLER) — 90,0 PSF o AS LIMITED BY CODE ;- NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL CIVIL FLA. PE # 70592 C.A.N. 538 JAN z 7 26"16 AphntvoJ u:. rnmplying µilh 1ho F!u,kia I It»tdia Cade IJ:110 2S*_2o14 NUAd 1S-os� r. oy Miami Dade Product Cantmi By a N 0 v drawing no. W14-41 sheet 1 of 8 w 0 0 0 s c� w z a- 0 Er 0 0 0 1.625" X .10" THK. STEEL PLATE SPOT WELDED AT EACH SIDE, 6. O.C. REOD. FOR SVR PHG 9700 • a PANIC EXIT DEVICE ONLY CONCRETE 12 " " a' CONCRETE' " c " 3000a PSI AW -1, 30GO,PSI MIN. 0 3/4" MIN. FLUSH BOLT PENETRATION 0 W W 3/4" MIN. FLUSH BOLT PENETRATION C) z w aw6 z a- 0 w a a in� f —� 1: - A•:•:•: Y d CONCREF �OUO PSI. -MINA •� • M Ld C) • d • •ww z • (n• .� • ,L• LLL I . • �• .� ►- _. r0 V) n \ O • Q J • C L` o O 0 " o X o N z 5 J W 2 ... GROUT 3000 PSI MIN. METAL STRUCTURES NOT BY NEXT DOOR CO. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS @ JAMBS: SEE ELEV. FOR SPACING 3/8" DIA. HLC SLEEVE ANCHOR BY 'HiLTI' DIRECTLY INTO fc'=3000 PSI CONCRETE, 3-1/2" MIN. EDGE DIST. DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 4" MIN. EDGE DIST. 1-1/4" MIN. EMBED INTO CONCRETE (JAMBS) 1-1/4" MIN. EMBED INTO GROUT FILLED 13LOCK (JAMBS) 3/8" DIA. SUP -R -SLEEVE ANCHOR BY 'MKT' DIRECTLY INTO fc'=3500 PSI CONCRETE (JAMBS) 3-3/4" MIN. EDGE DISTANCE 1-1/4" MIN. EMBED 3/8" DIA. SLEEVE ANCHOR BY 'WEJ-IT' DIRECTLY INTO fc'=4000 PSI CONCRETE, 2-3/8" MIN. EDGE DIST. DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 2-3/16" MIN. EDGE DIST. 2-3/8" MIN. EMBED INTO CONCRETE (JAMBS) 1-1/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) 3/8" DIA. POWER BOLT BY 'POWERS' DIRECTLY INTO fc'=3000 PSI CONCRETE, 3" MIN. EDGE DIST. DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 5-5/8" MIN. EDGE DIST. 2-1/2" MIN. EMBED INTO CONCRETE (JAMBS) 2" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) 3/8" DIA, SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063-T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL ANCHORS @ THRESHOLD ONLY: METAL STRUCTURES 18 1 3 1/4" DIA. ULTRACONS (Fu=177 KSI, Fy=155 KSI) Engr: JACIVIAHMAD L DIRECTLY INTO fc'=3000 PSI CONCRETE FLA PE # 70592 2-1/2" MIN. EDGE DISTANCE C.A.N 3536 EIDGE DST. CONCRETE 4 1-1/2" MIN. EMBED 3000 PSI MIN. CONCRETE AT SILL OR JAMBS MIN. Cc = SEE APPLICABLE ANCHOR TYPICAL ANCHORS �� 1/4" DIA. ULTRACONS SEALANT: 1- 1 /2" MIN. EMBED SEE ELEV, FOR SPACING ALL JOINTS AND CORNERS SEALED WITH SILICONE. IAN 2�i6 u0 z z �t O t"o 3 J 1900 0 0 o w N �? v 0 �Nh 0 o w,f cf m 0 Ka<'m 0 CN�� O N Q w :3 k N LLzN -0 02 m (5O Qw0019 r ••• o • . GO . d • • N• Ca • ••�• a . • •� • M Ld C) • d • •ww z • (n• .� • ,L• LLL I . • �• .� ►- _. r0 V) n 0 C'�'� •i• O • Q J • z L.L L` o O 0 " o X o N z 5 ApYrovrd as mno,y>" w'i(h tho 1.7onva !hr Idin Code Dart' 2 2S' 2ai rp Nt7A!!�� -o N1lstnf ode Prod" Ceutrw by _ !sheet 2 of 8 j -�{ 1/4' MAX. 1 SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING j.:..:......... ..'-•---•- 0 a EXT METAL STRUCTURES 1/4" MAX. SHIM SPACE TYPICAL ANCHORS • • • SEE ELEV. FOR SPACING i 1/4" MAX. SHIM SPACE TYPICAL ANCHORS ••- SEE ELEV. = FOR SPACING 5 1/4" MAX ', W Z0 SHIM TYPICAL ANCHORS { V m . O 0 SEE ELEV. m .'.'.'.'-'.'.'-'. oc •1-41 FOR SPACING • .'.'.'.'.'.'.'.". ACTIVE •w Q �.� rl w .; . ......... ... aZ 0 1n o z h ° U S GROUT • 0. " " ' 3000 PSI MIN. . ® EXT. 1/4" MAX. SHIM SPACE TYPICAL ANCHORS • • • SEE ELEV. FOR SPACING i 1/4" MAX. SHIM SPACE TYPICAL ANCHORS ••- SEE ELEV. = FOR SPACING AT 1 IN—ACTIVE THERMAL IN—ACTIVE POLYSTYRENE W/0,-STECL, .ST1F I WIRE ANCHOR EMBEOED BETWEEN BLOCKS .177" MIN. THK. (Fy=42 KSI, Fu=70 KSI) CARBON STEEL .185" MIN. THK. (Fy=83 KSI) ST. STEEL 1-1/2" X .114" THK. STEEL PLATE 3' LONG l D J 5-5/8" X .099" THK. STEEL PLATE 17-3/4" LONG WELDED TO STEEL CHANNEL ACTIVE & INACTIVE LEAF IN—ACTIVE LEAF REINFORCING DOOR OPNG. WIDTH SEE SHEET 7 DOOR FRAME WIDTH LOCK OPTION #1 & 42 V" z z I Z CO 0z Z Oti Q 1 O_ O0° °a N M U Q%V LL 0 t'o m 0 05a� V w>M 01 OEd<'i 0 try o (; Q W LL N i LLZp�p '�°,� Z M w Q wm� >-I (ADVANTAGE E OR F AND ADVANTAGE M) : 5 O LLJ 2^ . . W Z0 `ii ( q { V m . O 0 AT 1 IN—ACTIVE THERMAL IN—ACTIVE POLYSTYRENE W/0,-STECL, .ST1F I WIRE ANCHOR EMBEOED BETWEEN BLOCKS .177" MIN. THK. (Fy=42 KSI, Fu=70 KSI) CARBON STEEL .185" MIN. THK. (Fy=83 KSI) ST. STEEL 1-1/2" X .114" THK. STEEL PLATE 3' LONG l D J 5-5/8" X .099" THK. STEEL PLATE 17-3/4" LONG WELDED TO STEEL CHANNEL ACTIVE & INACTIVE LEAF IN—ACTIVE LEAF REINFORCING DOOR OPNG. WIDTH SEE SHEET 7 DOOR FRAME WIDTH LOCK OPTION #1 & 42 V" z z I Z CO 0z Z Oti Q 1 O_ O0° °a N M U Q%V LL 0 t'o m 0 05a� V w>M 01 OEd<'i 0 try o (; Q W LL N i LLZp�p '�°,� Z M w Q wm� >-I (ADVANTAGE E OR F AND ADVANTAGE M) : p1• •� •a `ii • O 0 w box m oc •1-41 • ACTIVE •w Q �.� rl w .; • 0 1n z U S • . ® CD ' LL O X 0 (� Z M F EXTERIOR L LOCK OPTIONS DOOR OPNG. WIDTH SEE SHEET 7 DOOR FRAME WIDTH LOCK OPTION #1 & #2 (ADVANTAGE E OR F AND ADVANTAGE M) 1-1/2" X 5-5/8" X 1-11/2" X .099' THK. STEEL CHANNEL 17-3/4" LONG AT TOP & BOTTOM SPOT WELDED AT EACH END ACTIVE & INACTIVE LEAF .977" X 1.156" .977" X .097" THK, STEEL CHANNEL, FULL LENGTH SPOT WELDED AT 3" O.C. INACTIVE LEAF ACTIVE LEAF REINFORCING 99" X 1.44 .99" X .097" THK. 977" X 1.156" .977' X .097" THK. STEEL CHANNEL, FULL LENGTH STEEL CHANNEL, AT ACTIVE LEAF 32" LONG ABOVE LOCK SPOT WELDED AT 3" O.C. ACTIVE & INACTIVE LEAF 58" LONG BELOW LOCK SPOT WELDED AT 3" O.C. LOCK STILES REfNFORCING complying with do I'(tk''rdrl flooding Cody C)dta jol t. NOAH 151011 mitlml DO& ud C61*01 0y Engr: JAVAD AFIMAD CIVIL FLA, PE N 70592 C.A.N. 3538 4JA7 26116 A I " f N � I pp = u n I D o I y v°O m �_ u 1 drowing no. W14-41 sheet 3 0( 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4- MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE 4" X 8" X 14 GA. STEEL PLATE ABOVE do BELOW PANIC DEVICE U SPOT WELDED E THERMAL ADVANTAGE SERIES 0100 & 0200 REMOVABLE MULLION ITEM NO. QUANTITY DESCRIPTION MATERIAL REMARKS A 1 TOP MULLION SUPPORT BRACKET STEEL - B i 2" X 3" X 3/16" TUBE MULLION STEEL Fy = 46 KSI C i BOTTOM MULLION SUPPORT BRACKET STEEL - 0 -POLYSTYRENE W/O .STEEL'---STiFE#"S':. ` LCON6iffOjNW-46M DOOR OPNG. WIDTH DOOR FRAME WIDTH LOCK OPTION#3 (PHG 9500 RIM PANIC W/ PHG 9000 SERIES MULLION) #6 X 1/2" O PH SELF DRILLING SCREWS AT 2-1/2" FROM ENDS AND 6" O.C. MAX. 5.640" X .074" STEEL PLATE, FULL LENGTH SPOT WELDED IN PLACE TOP BRACKET FASTENERS (6) 5/16" X 1 -1/2 - PH MACHINE SCREWS BOTTOM BRACKET FASTENERS (4) 5/16" DIA. ULTRACONS 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DIST. INTO 3000 PSI CONC. DOOR OPNG. WIDTH DOOR FRAME WIDTH LOCK OPTION #4 (PHG 9700 PANIC W/ SURFACE VERTICAL RODS) i/8„ Mullion Tube ` '�� 7/8„ PHG REMOVABLE MULLION Cs)4L FLA. PE 6 70592 C.A.N. 35 8 'l Gib AF1Lrovcd aj clwillpl 'ing %iLIL the I"Im Gilding CoLk DaceNWOA 2 ZSs-�z�o 4 lrftemi bade p'r sy Ceattol By -== VU Z Z 1 Z % Q a (% 00 0 0 G N cq LLJ C`�uh v W ri Q'0iem 0 p G�0< 0,4 t5 iE " i0 i Q w tf) w( o Z0z 00� Q w b) ••� Q ••� O ••:�• 0 Z d IL t •• • 0 • Z U 0W4 �• 'n 1 0O M •i• (D L- Z L`' .n 0 0 a p .. W OM Q Z .- z w f 0 U cu O w � w U a U c o N o vo'Q c —� � ' a o a N I � m a i n j x I — I drawing no.�l W-1-4 — 41 sheet 4 of g TYPICAL ANCHORS ME ELEV. R SPACING 1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE O LOCK OPTIONS #1 & #2 ADVANTAGE £ OR F AND ADVANTAGE M EXTERIOR DOOR OPNG. WIDTH DOOR FRAME WIDTH EXTERIOR LOCK OPTION #3 • • • . PHG 9500 (RIM EXIT) ..•_•_ DOOR OPNG. WIDTH DOOR FRAME WIDTH E LOCK OPTION #4 PHG 9700 (SVR PANIC) ACTNE LEAF REINFORCING SEE SHEET 3 Rim ACTIVE LEAF REINFORCING SEE SHEET 4 vw EXTER[OR I ! DOOR OPNG. WIDTH ACTNE LEAF DOOR FRAME WIDTH --REINFORCING SEE SHEET 4 1/4- MAX. SHIM a' '4' . ...... TYPICAL ANCHORS SEE ELEV. FOR SPACING ................ e 4 1-3/8" X 1--3/4" X .053" THK. STEEL/ST. STEEL ANGLE, 4-1/2" LONG WELDED TO FRAME JAMBS SUB CHANNEL 18 GA. STEEL V " 4. z I d - Z ti / OZ rn L� z r N 1 I 0. a 00 M o V Q>M 0 (L0Q g O/ obi li TZ' N Q w :) �Zw -o o M Z W w Qwm� r, 3/16" DIA. ULTRACONS LA/i6" DIA. ULTRACONS 1-1/2" MIN. EMBED INTO CONC. 1-1/2" MIN. EMBED INTO CONC. AT 3" O.C- AT 3" O.C. BOTTOM CORNER ANCHORS DETAIL REOD. AT JAMBS WITH 'WIRE' ANCHOR OPTION Engr: JAVAD AHMAD CIVIL FLA. PE j 70592 C.A.N. 538 I Approved as 4.tmjply6,g Hith the F[ortdn [ told, ,g Code Uat¢ 2 � 2014 raoA>r s s r o y X11 Dude denim! `sheet 5 of $ ) • ,n o • • CIO w. • O • • • ••rn oJ �I�zL`a c ' F- M to �IIZ o LLJ r) 3/16" DIA. ULTRACONS LA/i6" DIA. ULTRACONS 1-1/2" MIN. EMBED INTO CONC. 1-1/2" MIN. EMBED INTO CONC. AT 3" O.C- AT 3" O.C. BOTTOM CORNER ANCHORS DETAIL REOD. AT JAMBS WITH 'WIRE' ANCHOR OPTION Engr: JAVAD AHMAD CIVIL FLA. PE j 70592 C.A.N. 538 I Approved as 4.tmjply6,g Hith the F[ortdn [ told, ,g Code Uat¢ 2 � 2014 raoA>r s s r o y X11 Dude denim! `sheet 5 of $ ) DOOR EDGE CONSTRUCTION OPTIONS: OPTION # 1-. LOCK SEAM EDGE CONSTRUCTION LOCK SEAM ,NING�'S}RE .. :tQC(;Si DE }- EKT. OPTION & BUTT SEAM EDGE CONSTRUCTION CONTINUOUSLY _ WELDED SEAM ►IiN,GE SIDE..• 1" X 1-7/16" X 1" X 12 GA. FULL LENGTH CHANNEL ITEM NO. PART NO. QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 - AS REQD. FRAME HEAD/JAMB (4-3/4" X 11-11/4-) STEEL/ST. STL. 16 GA. (.053") MIN. Fy - 49.0 KSI 1A - AS REQD. FRAME HEAD/JAMS (5-3/4' X 2") STEEL/ST. STL. 16 GA. (.053") MIN. Fy = 49.0 KSI 1B - AS REQD. FRAME HEAD/JAMB (8-3/4" X 4") STEEL/ST. STL. 16 GA. (.053") MIN. Fy = 49.0 KSI 2 - AS REQD- FRAME JAMB (8-3/4" X 2") STEEL/ST. STL. 16 GA. (.053") MIN. Fy = 49.0 KSI 3 T500 I THRESHOLD 6063-T6 PHG 4 - AS REQD. BOLT SPACER (1-1/4" FRAME) STEEL/ST. STL. 18 GA. (.042") 4A - AS REQD. BOLT SPACER (2" FRAME) STEEL/ST. STL. 18 GA. (.042") 48 - _ AS REQD. BOLT SPACER 4" FRAME) STEEL/ST. STL. 18 GA. (.042")_ 5 - 8/ LEAF HAT STIFFENER IN PAIRS AT 5-1/2- O.C. STEEL/ST. STL. 22 GA. (.030") MIN. Fy = 49.0 KSf 6 - - DOOR LEAF _ STEEL/ST. STL. 18 GA. (.042") MIN. Fy = 52.0 KSI 7 - 2/ LEAF TOP AND BOTTOM RAIL CHANNEL (FULL LENGTH) STEEL/ST. STL. 7/8 X 1-21/32 X 7/8 X .068- a - 1/ LEAF TOP RAIL CAP (FULL LENGTH) STEEL/ST. STL. 3/4 X 1-1/2 X 3/4 X .053" - 1 POLYSTYRENE - OYPLAST OR CARPENTER W/ CURRENT NOA - i THERMAL INSULATION - OWENS CORNING RA -24 BATT k10=9A W412 AS REQD. PERIMETER W'STRIPPING ADAPTER - PHG #8 X 5/8" AS REQD. PERIMETER W'STRIP FASTENERS, AT 4" O.C. - PH SMS - - FLAT BAR ASTRAGAL STEEL/ST. STL. 12 GA. `11A #10 X 3/4" AS REQD. ASTRAGAL FASTENERS, AT 4" O.C. - PH SDS 12 W416 AS REQD. ADHESIVE BACK W'STRIPPING VINYL PHG 13 - 3/ LEAF MORTISE HINGES STEEL - _ 14 _ - 2/ HINGE HINGE REINFORCEMENT (FRAME/DOOR) STEEL/ST. STL. 1-1/4" X 10" X .173" 15 9000 AS REQD. 2" X 3" X 3/16" THK, MULLION TUBE STEEL PHG, Fy = 46 KSI 16 OBS311 1 OVERHEAD RAIN DRIP ALUMINUM PHG 16A #8 X 1/2" 1 RAIN DRIP FASTENERS, AT 4" O.C. - PH SMS 17 DBS313 1 DOOR BOTTOM SWEEP - PHG 17A #8 X 7/8" AS REQD. DOOR SWEEP FASTENERS, AT 6" O.C. - HWH SDS 18 DBS319 1 DOOR SHOE W'STRIPPING PHG 18A #8 X 1/2" AS REQD. DOOR SHOE FASTENERS, AT 6" O.C. - FH SMS • 19 - - BOTTOM CAP CHANNEL STEEL/ST. STL. 1/2" X 1-i/2" X 1/2" X .068" REINFORCINGS SEE LOCK OPTIONS SHEETS 3 AND 4 i -OCK'SIDE EXT. CIVIL. FLA. PE # 70592 A27' JANi6 Approved w complying with ttn Florida Vgilding Code Date _2 r1 z )I U, IYOAN i �1 t�?ad/e�/}P�r/Jo�'Q�girol (� U � a z I Z 3 0 z w N a Q O p p p ui CL Lu LL O u�i h V rl Gaa� o 00.0Q el 0VA0 �� LL_ J p0 s W < J Q zwcMiE ;sheet 6 of 8 ) LOCK OPTIONS: OPTION #1 `ADVANTAGE E' SERIES CYLINDRICAL LEVER SET WITH SURFACE MOUNT METALLIC LEVER TYPE HANDLE, BY `PHILADELPHIA HARDWARE GROUP' LOCATED AT 38" FROM BOTTOM FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #12-24 X 1-3/8" OH MS (2) #8 X 3/4" FH SCREWS 1/2" THROW ST. STEEL LATCH BOLT ENGAGES FLUSH MOUNT METALLIC STRIKE PLATE AT INACTIVE LEAF FASTENED TO LOCK STILE WITH (2) #10 X 1" FH SCREWS OPTION ##3 (ALTERNATE) 'ADVANTAGE F' SERIES CYLINDRICAL LEVER SET WITH SURFACE MOUNT METALLIC LEVER TYPE HANDLE, BY 'PHILADELPHIA HARDWARE GROUP' LOCATED AT 38" FROM BOTTOM FASTENED TO LEAF LOCK STILE WITH (2) #10-32 X 1-1/2" OH MS (2) #8 X 3/4" FH SCREWS 1/2" THROW ST. STEEL LATCH BOLT ENGAGES FLUSH MOUNT METALLIC STRIKE PLATE AT INACTIVE LEAF FASTENED TO LOCK STILE WITH (2) #8 X 7/8" FH SCREWS SERIES 'NDSB -12-12"' HD SQUARE SURFACE MOUNT METALLIC MANUALLY OPERATED SURFACE BOLTS BY 'PHILADELPHIA HARDWARE GROUP' AT 6" FROM EACH END (TOP AND BOTTOM) FASTENED TO LOCK STILE WITH (4) 1/4-20 X 1-1/2" PH MS WITH SEX BOLTS FRAM FRAME WIDTH I CYLINDRICAL LOCK,,,Y' / I SEE NOTE A80VE • Engr: JAVAD AHMAO CIVIL Approved as Lomplying with* a a \ YI Florida Trilding Code Date 2 yS tc9/ NOAf! LS-4� t� •u`( o i I ACTIVE, I ACTW FRAME WIDTH ACTIVE LEAF: 'F9500' SERIES SURFACE MOUNT METALLIC RIM PANIC EXIT DEVICE BY 'PHILADELPHIA HARDWARE GROUP' LOCATED AT 41-1/2" FROM BOTTOM FASTENED TO ACTIVE LEAF LOCK STILE WITH (6) #1/4-20 X 1" PH MS LATCH BOLT ENGAGES KEEPERS AT FRAME OR VERTICAL MULLION FASTENED WITH (2) #10 X 1" FH SMS FRAM FRAME WIDTH °-- ------ '--==mss ACTIVE \ / ACTIVE i OPTION ##4 OPTION ##2 'ADVANTAGE M' SERIES MORTISE LOCK WITH SURFACE MOUNT METALLIC LEVER TYPE HANDLE, BY 'PHILADELPHIA HARDWARE GROUP' KEY OPERATED ON EXTERIOR AND THUMB PUSH ON INTERIOR LOCATED AT 38" FROM BOTTOM FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #12-24 X 1-3/8" OH MS (2) #8 X 3/4" FH SCREWS 1/2" THROW ST. STEEL LATCH BOLT ENGAGES FLUSH MOUNT METALLIC STRIKE PLATE AT INACTIVE LEAF FASTENED TO LOCK STILE WITH (2) #12-24 X 1/2- FH MACHINE SCREWS ' •f(�TCIIf SERIES 'EFB-01' METALLIC MANUALLY OPERATED FLUSH BOLTS BY 'PHILADELPHIA HARDWARE GROUP' AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH (4) #8 X 1-3/8" FH MACHINE SCREWS FRAME � I CYLINDRICAL LOCK,,,Y' / I SEE NOTE A80VE • Engr: JAVAD AHMAO CIVIL Approved as Lomplying with* a a \ YI Florida Trilding Code Date 2 yS tc9/ NOAf! LS-4� t� •u`( o i I ACTIVE, I INACTIVE \ / ACTNE ACTIVE LEAF: 'F9500' SERIES SURFACE MOUNT METALLIC RIM PANIC EXIT DEVICE BY 'PHILADELPHIA HARDWARE GROUP' LOCATED AT 41-1/2" FROM BOTTOM FASTENED TO ACTIVE LEAF LOCK STILE WITH (6) #1/4-20 X 1" PH MS LATCH BOLT ENGAGES KEEPERS AT FRAME OR VERTICAL MULLION FASTENED WITH (2) #10 X 1" FH SMS FRAM FRAME WIDTH °-- ------ '--==mss ACTIVE \ / ACTIVE i OPTION ##4 OPTION ##2 'ADVANTAGE M' SERIES MORTISE LOCK WITH SURFACE MOUNT METALLIC LEVER TYPE HANDLE, BY 'PHILADELPHIA HARDWARE GROUP' KEY OPERATED ON EXTERIOR AND THUMB PUSH ON INTERIOR LOCATED AT 38" FROM BOTTOM FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #12-24 X 1-3/8" OH MS (2) #8 X 3/4" FH SCREWS 1/2" THROW ST. STEEL LATCH BOLT ENGAGES FLUSH MOUNT METALLIC STRIKE PLATE AT INACTIVE LEAF FASTENED TO LOCK STILE WITH (2) #12-24 X 1/2- FH MACHINE SCREWS ' •f(�TCIIf SERIES 'EFB-01' METALLIC MANUALLY OPERATED FLUSH BOLTS BY 'PHILADELPHIA HARDWARE GROUP' AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH (4) #8 X 1-3/8" FH MACHINE SCREWS FRAME � 'F9700' SERIES SURFACE MOUNT METALLIC VERTICAL ROD PANIC EXIT DEVICE BY 'PHILADELPHIA HARDWARE GROUP' LOCATED AT 41-1/2" FROM BOTTOM FASTENED TO ACTIVE LEAF LOCK STILE WITH (4) 1/4-20 X 1-1/2" PH MS (2) 1/4-20 X 5/8" PH MS VERTICAL RODS FASTENED WITH (2) 1/4-20 X 1" PH MS W/ SEX BOLT HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD & SILL SURFACE MOUNT METALLIC VERTICAL RODS GUIDES AT 24-1/2" AND 60-1/2" FROM BOTTOM FASTENED WITH (2) #10 X 2" FH SMS FRAMI I CYLINDRICAL LOCK,,,Y' / I SEE NOTE A80VE • Engr: JAVAD AHMAO CIVIL Approved as Lomplying with* a a \ YI Florida Trilding Code Date 2 yS tc9/ NOAf! LS-4� t� •u`( o i I ACTIVE, I NGami Dade Prodmi Centro@ ACT1Y$, 'F9700' SERIES SURFACE MOUNT METALLIC VERTICAL ROD PANIC EXIT DEVICE BY 'PHILADELPHIA HARDWARE GROUP' LOCATED AT 41-1/2" FROM BOTTOM FASTENED TO ACTIVE LEAF LOCK STILE WITH (4) 1/4-20 X 1-1/2" PH MS (2) 1/4-20 X 5/8" PH MS VERTICAL RODS FASTENED WITH (2) 1/4-20 X 1" PH MS W/ SEX BOLT HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD & SILL SURFACE MOUNT METALLIC VERTICAL RODS GUIDES AT 24-1/2" AND 60-1/2" FROM BOTTOM FASTENED WITH (2) #10 X 2" FH SMS FRAMI FRAME WIDTH F9700 SERIES PANIC EXIT DEVICE SEE NOTE ABOVE rPA6AK WInT" U 4. " � Z I z m / ..z W 92 C a N I 00 M U OWN O ~UNC ri aaGCMg p CL a ri G �(on� O Q WD k (4 ZN - o o2 M -I zCD5 1 a W /A E F- iIIwlk % ADVANTAGE E OR f I CYLINDRICAL LOCK,,,Y' / I SEE NOTE A80VE • Engr: JAVAD AHMAO CIVIL Approved as Lomplying with* a a \ YI Florida Trilding Code Date 2 yS tc9/ NOAf! LS-4� t� •u`( o i I ACTIVE, I FRAME WIDTH F9700 SERIES PANIC EXIT DEVICE SEE NOTE ABOVE rPA6AK WInT" U 4. " � Z I z m / ..z W 92 C a N I 00 M U OWN O ~UNC ri aaGCMg p CL a ri G �(on� O Q WD k (4 ZN - o o2 M -I zCD5 1 a W /A E F- iIIwlk % ADVANTAGE E OR f n CYLINDRICAL LOCK,,,Y' P SEE NOTE A80VE • Engr: JAVAD AHMAO CIVIL Approved as Lomplying with* a a OPTIONAL LOCK COMBINATION: SVR PANIC DEVICE ON INACTIVE LEAF CYLINDRICAL LOCK ON ACTIVE LEAF SEE SHEETS 3 & 4 FOR REINFORCING NOTE: INACTIVE LEAF BOLTS CAN BE USED WITH ANY ACTIVE LEAF LOCKS HINGES: C3 U - C3 r -o N 4-1/2" LONG FLUSH MOUNT METALLIC BUTT HINGES (3) PER LEAF 6 (1) AT 7-1/4" FROM TOP TO CL OF HINGE o (t) AT 12-1/4" FROM BOTTOM TO CL OF HINGE v' CENTER HINGE EQUALLY SPACED FROM TOP & BOTTOM HINGE FASTENED WITH #12-24 X 1/2" FH MACHINE SCREWS C FOUR PER HASP(LEAF). I Z .. X.I • 0.. Li • • �• OLO �. o 0 O w 0 Q � Z .- E W i w 0 0 W w a N Engr: JAVAD AHMAO CIVIL Approved as Lomplying with* I i a FLA. PE # 70592 C.A. .3538 Florida Trilding Code Date 2 yS tc9/ NOAf! LS-4� t� •u`( o i _ a NGami Dade Prodmi Centro@ dro niw. g no - By JI 2916 W14-41 (sheet 7 of 8 4.750 MIN. 2.416 2.625 MAX. #12-24 MS v 4 PER LEAF z F.7sa 1.250 .053 4.500 I 1.875 MAX. 053 Z n 1.750 .042 1.938 _ c m J 1 I �• N Z N Q 1.938-1.562-41 I Q a 1.250 1.000 I I m v t I 0wN 0 FRAME HEAD/JAMB (GROUT FILLED) U4 BOLT SPACER 4.500 5.750 MIN. 2.4;.75]0- Q I ICD V N 8,750 MAX. 4.873FI I 00 M cf ro o I I 0 CL 'i 2.000 MAX. 1.250 MIN. 053 2.625 MAX. I i 0 N O N 2.500 LL ,042 a W y LL o L6 Z M i3 .134" THICK STEEL HINGE .J 0 .i 1.938- 1.000 1.938 T • 1A FRAME HEAD/JAMB (GROUT FILLED) 4A BOLT SPACER '• o . N . . I .. .. 8.750 MAX. 2.416 • • � � 750 1.250 MIN. 0 2.000 MAX. • .� •• •• •~a >- .053-- - 053 U FRAME JAMB (GROUT FILLED) .. J ZQ I >1 •• 0- W •• w r0_ 1.250 MIN. .042 • WCL r • 4.000 MAX. 4.625 MAX. 4.500 • z O o � s� • • r O bra .. a, FRAME CONTINUOUSLY WElDEOINTERLOCKED o 0 � -jtO AND GROUND SMOOTH p TABS z 0- 0 0 ^O pro0 1.938 4.873 1.938 1.000 1 Z r 1B FRAME HEAD (GROUT FILLED) 46 BOLT SPACER 3.500 - -4.750 MIN. Z 0 V C � •828 .026.053 o a 2.000 9 �t-2.500- 2.625 MAX. o a O HAT CHANNEL REINFORCING 1.938 1.562 c vii _ w 1.250 fn ° 1.625tc FRAME CORNERS 125 0 0 FRAME HEAD/JAMB (GROUT FILLED) r I .250- � Engr: JAVAO AHMAD v u o 5.000- CIVIL FLA. PE g 0592 Approvod a, complying with the N o _ C.A.N. 358 1 tOM* M1 R17Qing Code 1 Dtitr t r NOAB Ill 1 v BUMPER THRESHOLD Miami Dade Prod= CerATol By �- drawing no. J/�NZ72 W1 4-41 Is`heet 8 of 8 J GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850 & 7212; ELCO ULTRACON NON ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN A MANUAL. 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. A SHEET 1 6" MAX. 48" TIP -TO -TIP WIDTH 47" BUCK WIDTH _ 44-1/4" VISIBLE LIGHT WIDTH r-�- S. SHEET 6_ I 6" MAX. -A 95„ SHEET6 BUCK - i I HEIGHT / 92-1/4" VISIBLE LIGHT / HEIGHT I C - SHEET 7 12" MAX. O.C. 96" TIP -TO TIP HEIGHT . B --►I I+- 12" MAX. O.C. SHEET 6 TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A........... 8 INSTALLATION, INT. FIN B........... 9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................10 7116" Laml 3/16" HS - .090" SG - 3116" HS PARTS LIST...................................10 7 rnoi c 4- 6' MAX. FIGURE 1: 12"O.C. MAX. 12'0.C. / MAX, 6" MAX. 0 48" BUCK WIDTH 45-114" VISIBLE LIGHT WIDTH -a -D, SHEET 7 1-••-D --a'{ SHEET 7 DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE -� 6" MAX. i 96" BUCK HEIGHT 48" BUCK WIDTH 45-114' VISIBLE LIGHT WIDTH (-`-H, SHEET 9 2" MAX E, SHEET 8 , G, SHEET 9 i F_ -+- 12" MAX. O.G. 2" MAX. H, SHEETSHEET 8 9 1 1 TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNI I ) Ty Pe # Description I Sheet 1 # 1 7116" La ml (3116" An - .090" PVB - 3116" HS) 2 2 7116" Laml (3/16" HS -.099' PVB - 3116" HS) 2 3 11-1116" Laml. IG (3/16" T- 7/16" Air - 3116' An - .090" PVB - 3/16" HS) 3 4 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3116" HS - .090" PVB - 3(16" HS) 3 5 7116" La mi 3116" An - .090" SG - 3116" An 4 6 7116" Laml 3/16" HS - .090" SG - 3116" HS 4 7 1-1/16" Lami. IG (3116" T - 7/16" Air - 3+16" An ..090" SG - 3/16" An 5 8 1-1116' Lami. IG 3/16' T - 7/16" Air - 3/16" HS - .090" SG - 3116" HS 5 &SG" = "KURARAY SENTRYGLAS INTERLAYER" BY KURARAY AMERICA, INC. "PVB" = "KURARAY BUTACITEO PVB INTERLAYER" BY KURARAY AMERICA, INC. E, SHEET 8 G, $HEET 9 93-1/4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT 5" MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT} SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. 1 -—WIDTH---•{ i-" WIDTH +{ w // I 1� WIDTH WIDTH �{ H 0I 1 r w � =1 I I x1 l Lt- _I 1+ -WIDTH WIDTH WIDTH ---- ---1 �, ~1 0w w wL Us- -WIDTH ---- WIDTH WIDTH �{ ------- _....._ - �_ - } - WIDTH 1 w z ss.�.,l.. f i��;'•ter '?'� as complying witH the Florida Building Code Acceptance No K> im ian Date yq By 1 Ile l No -58705 ! _131 S--�.� S ATC OF � 7 A. LYNN MILLER, P.E. P.E.# 58705 5TH EDITION FB UPDATE a DATE: 07/02/15 m > a na b U O O Ile l No -58705 ! _131 S--�.� S ATC OF � 7 A. LYNN MILLER, P.E. P.E.# 58705 ch Y Q LU j a na b O O r LO O N aloQ 04 cq OIt i M mw 0 o 07. N _: N LL • j umoiaW6, (DW6�•6o.2o :..0 Se .Q 0 �tcrp Z p F- • JLJ •� j • �s6 00 a& 66••0 W • • • ® Ui co as • • •Q• W fQ6 • • ?y I.- 60: O Z Q 0 Z a�S (° Z_ 0 3:Q NN as 0 LU ~ X w as � O altll �saQ sauas Ile l No -58705 ! _131 S--�.� S ATC OF � 7 A. LYNN MILLER, P.E. P.E.# 58705 1 HOLC G. J. Y DATE: 07/02/15 Window Design Pressure (+l-, psf) for Glass Type 1 Window Design Pressure (+l-, psf) for Glass Type 3 a nab U a 0 1, to O N 04 Lang Side (n) Lang Side (in) o� M c4 W 67-718 72 76 80 84 Be 92 96 100 104 109.112 109-1/2 30 +1-80 +1.80 +/-80 +1.80 +1.80 +1-80 +/-80 +/-80 +1-80 +1.80 +1-80 +/-80 32 +1-80 +1-80 +1-80 +1-80 +/.80 +1.80 +1.80 +/-80 +1-80 +1-80 +1.80 +1.80 34 +1.80 +1-80 +/-80 +1-80 +1$0 +1.80 +1-80 +1-80 +1-80 +1-79.8 +1-79.4 +/-80 36 +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 +1-79.7 +1-77.2 +1-75.1 +1-73-4 +1-72.2 +1-80 38 +/-80 +/-80 +l-80 +1-80 +1.80 +/-78.1 +1-75.2 +1-725 +1.70.3 +/-68.5 +1-66.3 +1-74.3 40 +1-80 +1-80 +1-80 +1.79.8 +/-77.2 +1-74.3 +1-71.3 +187.9 +/85.1 +1-63.4 +1-61.6 +/-69 42 +1-80 +/-80 +1.80 +1.77.4 +1-74.3 +1-71.3 +1-68.2 +/-84.7 +181.6 +1-59.8 +/-58.2 +1-65.2 44 +1-80 +1-80 +1-78.9 +1-75.4 +/-72.1 +1-68.9 +1.65.6 +1-622 +159.7 +/-57.5 +/-63.9 46 +1-80 +1.80 +1-77.2 +1-73.6 +1-70.1 +/-66.8 +1-63.5 +1-60.3 +157.7 +115.1 �? 48 +1.80 +/-79.3 +1.75.6 +/-71.9 +/-68.3 +1-64.9 +/-61.5 +1-58.2 +1.65.8 50 +1.80 +1-77.5 +1.74.1 +1.70.3 +/-66.7 +/-63.1 +1-59.7 +1-67.5 52 +/-79.1 +1-75-6 +/-72.4 +1-68.8 +1.85.1 +/-61.5 +1-69.5 N 54 +1-774 +1-73.8 +1-70.5 +/-67.3 +1.63.5 0-71.8 56 +1-75.8 +1-72 +/88.6 +1-65.3 +/-73.8 58 +1.74.2 +1-70.3 +/-66.8 +/-75.4 60 +1-727 +/-68.7 +1.65 +/-73.5 62 +/-71.2 +1-67.1 +1.75.8 64 +1-69.7 +1-65.5 +1.74 66 +/-68.3 +/-772 67-718 1 +1.67 +/-74.9 USED AT C FRAME MEMBER: @11-718"O+ NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1l1VLL J. Y DATE: 07/02/15 m Window Design Pressure (+l-, psf) for Glass Type 3 a nab U a 0 1, to O N 04 alba Lang Side (in) o� M c4 W N 67-7/8 72 76 80 84 88 92 96 100 104 109-1/2 30 +1.80 +1$0 +1-80 +1-80 +180 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 41!• 32 +/-80 +1.80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +180 +1-80 +1.80 34 +/-80 +1.80 +1.80 +1-80 +1-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 36 +1-80 +1-80 +1-80 +1-80 +180 +1-80 +1.80 +1-80 +/-80 +1.80 +1-80 W 38 +1-80 +1-80 +/-80 +1-80 +1.80 +1-80 +1.80 +1-80 +1-79.4 +1-76.4 +1-74.3 40 +1-80 +1-80 +1-80 +1-80 +110 +1-80 +/-80 +1-76.7 +1-73.5 +1-70.9 +/-69 42 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 1 +1.77 +/-73.1 +189.6 +/-66.9 +1-65.2 44 +1.80 +1.80 +/-80 +/.80 +150 +/-77.8 1 +/-74.1 +1-70.3 +187.5 +/-63.9 46 +1-80 +1-80 +1-80 +1-80 +1.792 +/-75.4 +1-71.7 +1.68.1 +115.1 v 48 +/-80 +/-60 +1-80 +1-80 +1-772 +1-73.3 +/-69.5 +1.65.8 (n 50 +/-80 +/-80 +1-80 +/-79,4 +1-75.3 +/-71.3 +1-67.5 2r62 +1-80 +1.80 +1.80 +1.77.7 +/-73.5 +1-69.5 rn +1-80 +/-80 +1.79.6 +1-76 0-71.8 +/-80 +1-80 +1-77.5 +/-73.8 +1-80 +/-79.4 +/-75.4 +1.80 +/•77.6 +/-73.5 +1-80 +1.75.8 64 +1-78.8 +1.74 66 +/-772 67-718 +/-74.9 7116" LAMINATED GLASS STACK .090" PVB INTERLAYER 6" HEAT STRENGTHENED GLASS GLASS TYPE 1 BITE Ir•- LONG SIDE SHORT SIDE -- LONG SIDE -�-{ SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116" NOM. 7116" LAMINATED GLASS STACKt1l, +GLASS STACK 3116" HEAT 3116" TEMPERED GLASS STRENGTHENED GLASS 3116" ANNEALED GLASS 7116" AIR SPACE .090" PVB 11 ~ INTERLAYER 5 USED AT CURVED 5/8" FRAME MEMBERS ONLY 29 �9L GLASS BITE @ 11-718" O.C. MAX. ^ NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR a GLASS TYPE 3 SHORT SIDE LONG SIDE SHORT �1 SIDE PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 6-057. By Mi \\,� itllll No. 56705 J, ST,TE F !lORYDNN Q.•'' i /��rlfllill�� A. LYNN MILLER, P.E. P.E.N 58705 NO CHANGE THIS SHEET Y DATE: 07/02/15 m a nab U a 0 \\,� itllll No. 56705 J, ST,TE F !lORYDNN Q.•'' i /��rlfllill�� A. LYNN MILLER, P.E. P.E.N 58705 c*� Y Q W > j nab 0 1, to O N 04 alba U) o� M c4 W N Z LLto LLL (C? _J umo Q UCal .� .�.- O �Z Z • b • �..4 .F• 41!• .� W U m p. N • • • • • (/�� W laa4S ® Op •7.- to •• QC). U) Z• • • � alo9s LL Z_ O 'S Z NN �ul W t` � 1 ul X W l'-Isac dd Lt_ 0 0ll!1 1 sauas \\,� itllll No. 56705 J, ST,TE F !lORYDNN Q.•'' i /��rlfllill�� A. LYNN MILLER, P.E. P.E.N 58705 TABLE 4• NO CHANGE THIS SHEET a DATE: 07/02/15 m a a ^a� U O a O `n O N a0 aloQ w U c,4 N 0 A "t �' � N O -j N� LL •Z ~ 9 60 Ll. (� • • Window Design Pressure (+/-, psQ for Glass Types 2& 4 �W•�•U) C)v k- a • uL2•Q 2 .5 ;a• .au. •*•Q O Its Q i • �• Long Side (m) •d• T- 7z. a z �-.. W .� J 67-7/8 72 76 80 1 84 88 92 1 96 100 104 1 109-112 112 116 120 124 1 128 132 136 140 144 30 +1.80 +1-80 +1-80 +/-80 +1-80+/-80 • Z +1-80 +1.80 +1.80 +1.80 +1-80 +/-80 +/-80 +1.80 +/.80 +1.80 +1-80 +/-80 +/.80 +/-80 0 32 +J-80 +1-80 +1-80 +1.80 +1.80 +/-80 +1.80 +/-80 +1-80 +1.80 +1-80 +/-80 +1.80 +1.80 +1.80 +1-80 +1-80 +1-80 +1.80 34 +1-80 +1-80 +1-80 +/-80 +1.80 +1.80 +/-80 +1-80 +/-80 +1.80 780 +1-80 +1.80 +1-80 +1-80 +1-80 +1-80 36 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1.80 +1.80 +1-80 +1-80 +1-80 +1.80 38 +1-80 +1$0 +/-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1.80 +1-80 +1-80 40 +/-80 +1-80 +1-80 1 +1-80 1 +1-60 +1-80 +/-80 +1-80 +1.80 +/-80 +1-80 +1-80 42 +/-80 +1-80 +1-80 +1-80 1 +/-80 +1-80 +/-60 +1-80 +1$0 +1-80 +1-80 44 +1-80 +1-80 +/-80 +1.80 1 +1.80 +/-80 +1-80 +1-80 +/-80 +1-80 46 +1-80 +1-80 +1.80 +1.80 1 +1.80 +1-80 +1-80 +1.80 +/-80 48 +/-80 +1-80 +/-80 +1.80 +1.80 +1.80 +1-80 +/-80 50 +1-80 +1.80 +/-80 +1.80 +1-80 +/-80 +1-80 52 +1.80 +1-80 +1-80 +1-80 +1-80 +1.79.1 U) 54 +1-80 +1-80 +1-80 +/-80 +1-78.6 56 +1-80 +1-80 +/-80 +1.79.1 58 +1-80 +/-80 +/-80 60 +1-80 +1.80 +/-79.3 62 +1.80 +1.80 64 +/-80 +/-80 66 +1.80 67.718 +/-80 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 31`16" HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. EXTERIOR a 1-1/16" NOM. GLASS STACK up .090" PVB INTERLAYER 3/16" TEMPERED GLASS - _3/16" HEAT STRENGTHENED GLASS 7/16" AIR SPACE 11 5 USED AT CURVED 518" FRAME MEMBERS ONLY 29 GLASS BITE @ 11-7/8" O.C. MAX. GLASS TYPE 2 EXTERIOR a 7116" LAMINATED GLASS STACK 16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS .090" PVB INTERLAYER j 5/8" GLASS BITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �-- LONG SIDE SHORT SIDE _ I SHORT I J_ SIDE I �- LONG SIDE • SHORT SIDE ODE SHORT SIDE PRODUCT REVISED as complying with the FlImids Building Code �5-0528" 24 Acceptance No elpiration Date 3W)9 STA \\111}}ItllJ1111 ��`t t 1 NIN �/6r�,tn1 A. LYNN MILLER, P.E. P.E.# 58705 NO CHANGE THIS SHEET a DATE: 07/02/15 m a a ^a� U O a O \\111}}ItllJ1111 ��`t t 1 NIN �/6r�,tn1 A. LYNN MILLER, P.E. P.E.# 58705 ch Y Q Wv- > a ^a� T7 O � O `n O N a0 aloQ w U c,4 N 0 A "t �' � N O -j N� LL •Z ~ 9 60 Ll. (� • • UMOIQ• �W•�•U) C)v k- a • uL2•Q 2 .5 ;a• .au. •*•Q O Its Q i • �• N •d• T- 7z. a z �-.. W .� J • •••••• •••.A• Q a. ..... F- laa • • W • • • to Z < • Z aloas C4C-4 o a Z o W Wfn 'S 5 0 X W 0.d i 31i1 -7saQ somas \\111}}ItllJ1111 ��`t t 1 NIN �/6r�,tn1 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 5: 7116" LAMINATED GLASS STACK 3116" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: NO CHANGE THIS SHEET a DATE: 07/02/15 m Window Design Pressure (+/-, psf)for Glass Type 5 naa U Pi Long Side (in) Ci N o0 O M M 67-718 72 76 80 84 88 92 96 100 104 109-1/2 30 +901-125.4 +901.120 +901.115.5 +901-111.5 +901-108.5 +901.106 +901-104.5 +90/-103.5 +901-1025 +901-100.7 +90'-97.9 Uk 32 +901-116.9 +901.110.8 +901-105.3 +90f-101.6 +901-98.7 +901.95.7 +901-92.3 +901-90.6 +901-90.3 +1.69.9 +/-89 34 +901-108.9 +901.103 +901-98.8 +9(Y-95.1 +901-91.8 +1-88.2 +/-84.4 +/-81.5 +/-80.1 +1-79.8 +1-79.4 36 +90/-102.6 +90(-97.1 +90/-928 +/-86.9 +1.85.5 +1-826 +1.79.7 +1-77.2 +1-75.1 +1-73.4 +1-72.2 38 +90/•98.4 +901-92.2 +1-667 +1.83.2 +1-80.7 +1-78.1 +1.75.2 +1-725 +1-70.3 +1-68.5 +1-66.3 •xaa 40 +901-94.6 +/-88.2 +/-82.6 +/-79.8 +1-77.2 +1-74.3 +1.71.3 +/-67.9 +1.65.1 +/-63.4 +1-61.6 42 +901-91.3 +1-84.7 +/-80.7 +/-77.4 +1-74.3 +/-71.3 +1-68.2 +1.64.7 +/-61.6 +/-59.8 +/-58.2 44 +1.88.3 +/-82.4 +/-78.9 +1-75.4 +1-721 +/-88.9 +1-65.6 +1-622 +159.7 +/-57.5 c - 46 +1-85.4 +1.80.8 +/-77.2 +/-73.6 +1-70.1 +1.66.8 +1-63.5 +/-60.3 +/57.7 v 48 +/-827 +/-79.3 +1-75.6 +/-71.9 +1-68.3 +1.64.9 +1-61.5 +1-58.2 50 +/-80.9 +/-77.5 +/-74.1 +1-70.3 +/-66.7 +1.63.1 +1-59.7 52 +/-79.1 +1-75.6 +1-72.4 +1-68.8 +1-65.1 +1-61.5 (n 54 +/-77.4 +1-73.8 +1.70.5 +1.67.3 +1-63.5 56 +1-75.8 +1-72 +1.68.6 +1.65.3 58 +1-742 +1-70.3 +/-66.8 60 +1.727 +1-68.7 +/-65 62 +/-71.2 +1-67.1 64 +/-69.7 +/-65.5 66 +1-88.3 67-7/8 1 +1-67 7116" LAMINATED GLASS STACK 3116" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: SG INTERLAYER 6" ANNEALED GLASS 518" GLASS BITE GLASS TYPE 5 �- LONG SIDE SS HORDET -"+--- LONG SIDE - ►i SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/16" TEMPERED GLASS1A 3/16" ANNEALED GLASS f- 3/16" ANNEALED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 .090" SG INTERLAYER 5/8" GLASS BITE SHORT �1 SIDE SIDE SHORT �I SIDE (� PRODUCT REVISED as complying with the Florida Building Code t5'052f Acccptancc No r-sniratim Date a_Lm NO CHANGE THIS SHEET a DATE: 07/02/15 m Window Design Pressure (+/-, psf) forGfass Type 7 naa U Pi Long Side (in) Ci N o0 O M M 67-718 72 76 80 84 88 92 98 100 104 109-112 30 +901-130 +901-130 +901-130 +901-126 +90/122.6 +901-119.8 +901.116.1 +901-117 +901-115.8 +901-112.7 +901-109.9 Uk 32 +90/-130 +90f-125.1 +90/•118.9 +901-114.6 +901-111.5 +901-108.1 +901.104.3 +901-102.4 +901.102 +901-101.4 +9d-99.7 34 +901-123.1 +90'-116.4 +901.111.7 +901-107.5 +901-103.8 +90/-99.7 +901-95.3 +90/-92.1 +901-90.5 +1-90 +1-89.6 36 +901.116 +90'-109.8 +901-104.8 +90/-100.5 +901-96.6 +90/-93.3 +/-90 +1-87.3 +/-84.9 +/-82.3 +1.81.2 38 +901-111.2 +90'-104.2 +901-97-9 +901-94 +90/-91.1 +/-882 +/-84.9 +1-81.9 +/-79.4 +1.76.4 +/-74.3 •xaa 40 +901-106.9 +90r-99.6 +901-93.4 +90/-90.1 +1.87.2 +/-84 +/-80.5 +/-76.7 +/-73.5 +/-70.9 +1-69 42 +901-103.2 +901-95.7 +901-91.2 +1.87.4 +1.84 +1-80.6 +1-77 +/-73.1 +1.69.6 +1-66.9 +/-85.2 44 +901-99-7 +901-93.1 +1.89.1 +f-85.2 +/-81.4 +/-77.8 +1-74.1 +/-70.3 +/57.5 +/-63.9 c - 48 +901-96.5 +9(Y-91.3 +1.87.2 +1-83.2 +1-79.2 +1-75.4 */-71.7 +1-68.1 +1$5.1 48 +901-93.5 +1-89.6 +1.85.4 +/-81.2 +1-77.2 +/-73.3 +1-695 +1.65.8 50 +901-91.4 +/-87.6 +/-83.7 +/-79.4 +1-75.3 +1-71.3 +1-67.5 52 +/-89.4 +1.85.5 +/-81.8 0-77.7 +/-73.5 +/•69.5 (n 54 +/-87.5 +1.83.4 +1-79.6 +/-76 +1-71.8 56 +/•85.6 +/-81.4 +1-77.5 +/-73.8 58 +1.83.8 +/•79.4 +/-75.4 60 1 +1-821 +1-77.6 +1.73.5 62 +1-80.4 +1.75.8 64 +1-78.8 +/-74 66 +/-77.2 67.7/8 +/-74.9 SG INTERLAYER 6" ANNEALED GLASS 518" GLASS BITE GLASS TYPE 5 �- LONG SIDE SS HORDET -"+--- LONG SIDE - ►i SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/16" TEMPERED GLASS1A 3/16" ANNEALED GLASS f- 3/16" ANNEALED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 .090" SG INTERLAYER 5/8" GLASS BITE SHORT �1 SIDE SIDE SHORT �I SIDE (� PRODUCT REVISED as complying with the Florida Building Code t5'052f Acccptancc No r-sniratim Date a_Lm ItYNN 0 S....... �_�..•'�jGENSF '•.FAQ �� No. 58705 =;'-a RF5 1 ST7 A <[/ r�riti, A. LYw MILLER, P.E. P.E.If 58705 NO CHANGE THIS SHEET a DATE: 07/02/15 m .- C� naa U Pi ItYNN 0 S....... �_�..•'�jGENSF '•.FAQ �� No. 58705 =;'-a RF5 1 ST7 A <[/ r�riti, A. LYw MILLER, P.E. P.E.If 58705 co Y Q Lu .- C� naa 0 al°004 Ci N o0 O M M N t; Xa UMOI(I OJ •� LL co • " •� Q• v� UJI 0-0 00 12-0 z 010 9ma O a•o Q •� M 0 • �i6•IL Z •� U) Uk ••�•� Q Huj • • • ® Of N • •. �• 2 •O• W Z LL Z_ z 04 0 ti X LU as lL � al)11 •xaa sauas ItYNN 0 S....... �_�..•'�jGENSF '•.FAQ �� No. 58705 =;'-a RF5 1 ST7 A <[/ r�riti, A. LYw MILLER, P.E. P.E.If 58705 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1-1116" NOM. HORIZONTALLY AS SHOWN. 7116" LAMINATED GLASS STACK 7/16" LAMINATED LONG GLASS STACK 71 GLASS STACK SIDE 3/16" HEAT STRENGTHENED GLASS LONG SIDE .090" SG INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" SG INTERLAYER SHORT 4 11 SIDE �� SHORT 11 USED AT CURVED 5 �� SIDE FRAME MEMBERS ONLY 29 518" USED AT CURVED - 518" @ 11-718" O.C. MAX. GLASS BITE FRAME MEMBERS ONLY 29 GLASS SITE @ 11-7/8" O.C. MAX. 1-3 1-3 f-+— LONG SIDE — y EXTERIOR EXTERIOR 20 13 a 22 21 13 SS HORDET SDE GLASS TYPE 6 GLASS TYPE 8 SHORT SIDE PRODUCT REVISED os complying with the Florida Building Code 15-b 528-2/0 Acceptanceldo.�-•�--�+-yy.� /� EXniratloll DRIC YPh 1-I .'L Jct NO CHANGE THIS SHEET Y DATE: 07/02/15 m r N a nab Window Design Pressure (+/-, psQ for Glass Types 6 & 8 o a O Lo Q aloo cn 04 p et "t o --I M M OJ �NJ a• W Long Side (in) 18 a lL an LL (D. •M u,l+nJ • 0p , U �~ X o -�• 67-718 72 76 80 84 88 92 96 100 104 109-1/2 112 118 120 124 128 132 136 140 144 30 32 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901130 +901.130 +90/-130 +90/-130 +90/•130 +90/-130 +901-130 +90/-130 +901.130 +90/430 +901-130 +901-130 34 +901-130 +901.130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/430 +901-130 +90/-130 +90/-130 +90/-130 +901.130 +90/-130 +901-130 LL 36 +90/130 +901-130 +901-130 +901-130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 Isauas 38 +901-130 +90/-130 +901-130 +901-130 1 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-129.2 +901-127.3 40 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901.130 +90/430 +90/-130 +901-126.8 +901-123.2 +901-122 42 44 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +9(Y-129.3 +901-124.5 +901-123.2 +901-119,4 +901-119.7 +901.115 +90/-116.4 s In 46 48 50 +901-130 +90/-130 +90/-130 +901.130 +901.130 +90/130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-126.9 +90/-129.7 +901-123 +901-126.2 +89.41-119. +901-120.5 +901.116.5 +901-115.3 52 +901-130 +901-130 +901-130 +90/-130 +90/-130 +88.8/-123 54 +901-130 +901-130 +901-130 +901-130 +88.81.127.1 56 +901-130 +90/-130 +901-130 +89.41-129 58 +901-130 +901-130 +901-130 60 +901430 +901-130 +89-6/-129. 62 +901-130 +901-130 64 +901-130 +901-130 66 67-7/8 +901-130 +901.130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1-1116" NOM. HORIZONTALLY AS SHOWN. 7116" LAMINATED GLASS STACK 7/16" LAMINATED LONG GLASS STACK 71 GLASS STACK SIDE 3/16" HEAT STRENGTHENED GLASS LONG SIDE .090" SG INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" SG INTERLAYER SHORT 4 11 SIDE �� SHORT 11 USED AT CURVED 5 �� SIDE FRAME MEMBERS ONLY 29 518" USED AT CURVED - 518" @ 11-718" O.C. MAX. GLASS BITE FRAME MEMBERS ONLY 29 GLASS SITE @ 11-7/8" O.C. MAX. 1-3 1-3 f-+— LONG SIDE — y EXTERIOR EXTERIOR 20 13 a 22 21 13 SS HORDET SDE GLASS TYPE 6 GLASS TYPE 8 SHORT SIDE PRODUCT REVISED os complying with the Florida Building Code 15-b 528-2/0 Acceptanceldo.�-•�--�+-yy.� /� EXniratloll DRIC YPh 1-I .'L Jct \`�titlLYNN tlllli/ No. 58705 STi�f!G )lVAL'LC; �ftlllll��' A. LYNN MILLER, P.E. P.E.ff 58705 NO CHANGE THIS SHEET Y DATE: 07/02/15 m r N a nab v o a O \`�titlLYNN tlllli/ No. 58705 STi�f!G )lVAL'LC; �ftlllll��' A. LYNN MILLER, P.E. P.E.ff 58705 co Y Q W � r N ? nab o O Lo Q aloo cn 04 p et "t o --I M M OJ �NJ a• W h 18 a lL an LL (D. •M u,l+nJ • 0p , U �~ X o -�• LO z+93 2 � a O So 8M0 Off• O 0 •�• uj J ML ••�•� •Q • lUJ i�• • d3► W Z tom+ •'oe QaJo�s Z_ N 04 LL w W (Z�1 v 1 X w a 8- 81?t1 �saa Isauas \`�titlLYNN tlllli/ No. 58705 STi�f!G )lVAL'LC; �ftlllll��' A. LYNN MILLER, P.E. P.E.ff 58705 INSTALLATION TVDC A WINDOW 4SUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET EXTERIOR a VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4" EMBEDMENT INSTALLATION TVDC R EMBEDMENT 1 /4" MAX I) SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-718" O.C. MAX. 114" MA; #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCH( UNDERNEATH THE BEADING INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT 1X WOOD BUCKSTRIP, 1/4" MAX SEE NOTE 2, THIS SHEET SHIM _ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE 6 SEE TABLE 8. THIS SHEET DISTANCE i 4 Nil t 1 ♦ 14 n _ EXTERIOR CON � ETE/CMU � � �4J � 11 PER ANCHOR VISIBLE LIGHT WIDTH = 5 REQUIREMENT WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH OR MIAMI-DADE APPROVED MULLION U (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET �1J4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET • d , CONCRETE PER d ANCHOR REQUIREMENT a d I'rEDGE DISTANCE VERTICAL SECTION -B-13 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET HORIZONTAL SECTION A -A EMBEDMENT ' a . Q EDGE DISTANCE •f CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw P.T. Southem Pfne (SG=0.55) 9116" 1-3/8` 12' Aluminum, 6063-T5 min. 316 o.063" ' 12' A36 Steel 3/8' 0.063` ` 12' Steel Stud, Gr. 33 min. 3/8' 0.045' (18 Ga)' 12" #12 or #14 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 9116' 1-318' 12' Aluminum, 6063-T5 min. 318" 0.063' ' 12' A36 Steel 318" 0.063" ` 12' Steel Stud, Gr. 33 min. 3/8" 0.0451 (18 Ga) • 12' 1/4' 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2' 11-1/4' 12' Concrete (min. 3.35 ksl) 1' 1-314" 12' 1/4" Steel Ultracon Concrete (min. 2.85 ksi) 1" 1-/4" 12' Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 12' Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' 12" Grouted CMU, ASTM C-90 2-1/2' 1-3/4" 12' 5116" Steel Ultracon Concrete (min. 3.5 ksl) 1-1/4' 1-3/4' 12' Grouted CMU, ASTM C-90 2-t/2" 1-314' 12' ` MIN. OF 3 THREADS BEYOND I HE Mt I AL SU=) i"I M. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2", IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as complying with tate Florida Building Code t5 Acceptance No �] ' r,vniration Date `\CE`JSF' 7( _ No. 51,705 -_ <. '. A. LYNN MILLER, P.E. P.E.# 58705 NO CHANGE THIS SHEET a DATE: 07/02/15 Q] N a nab U a 0 `\CE`JSF' 7( _ No. 51,705 -_ <. '. A. LYNN MILLER, P.E. P.E.# 58705 M Y Q w N Cn nab 0 } ti -'t al°Q O p CV ti CV co '(f1 O M � d. � o •�• 78 •M O �� Z �• Z l(U_ W •J UM -0 Q _ .0%&q r ns o� W 2 co .� , asc.• o p•..0••i Z. t1 s Z •.z0 •. u7 • • • • Z • O • m • rn U t— as I F-- O t— Z QZ Z alO°S tL W a 0 i9 r 00 x_ a d a UL W af7r1 •�saQ sa��a5 `\CE`JSF' 7( _ No. 51,705 -_ <. '. A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE E 4 EXTERIOR a WINDOW BUCK HEIGHT EMBEDM INSTALLATION_ TYPE F VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" EMBEDMENT 114" MAX SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. INSTALLATION TYPE G CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM -�{ �-+— #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET INSTALLATION r\/orf U EMBEDMENT 1/4" MAX SHIM EXTERIOR ID MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET �1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR a s REQUIREMENT EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D -D INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR \ 4 11 VISIBLE LIGHT WIDTH = '. i WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C -C EMBEDMENT a ' EDGE DISTANCE • n 1r ' a CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw P.T. Southern Pine (SG=0.55) 9/16' p 0 Aluminum, 6063-T5 min. 3/8' 0.663— 2' A36 Steel 3/8' 0.063" . A36 12" Steel Stud, Gr. 33 min. 318' 0.045' 18 Ga 12' #12 or #14 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 9/16' 1-31W 12` Aluminum, 6063-T5 min. 318' 0.063' ' 12' A36 Steel 3/8" 0.063' ` 12" Steel Stud, Gr. 33 min. 3/8' 0.045" (18 Ga) 12' 1!4" 4i0 SS CreteFlex Ungrouted CMU, (ASTM G90) 2-1/2" 1-1/4" 12' Concrete (min. 3.35 ksi) 1' 13/4' 12" 1/4" Steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4' 12" Concrete (min. 2.85 Y,81) 2-1/2" 1-318' 12" Ungrouted CMU, (ASTM G90) 2-1/2" 1-1/4' 12' Grouted CMU, ASTM G90 2-1/2' 1-3/4' 12" 5116' Steel Ultracon Concrete (nnln. 3.5 ksl) 1-1l4' 1-314' 12" Grouted CMU, ASTM G90 2-11Y 1 314' 12' ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1, USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as complying with the Florida Ouilding Code Acceptance No 15.0528.24 Expiration Date�IGi LYW/ 4g oCENsz. ' . <<c`,� No. 58705 0S T, TE OI' 0 ' OwD �i JA1 A. LYNN MILLER, P.E. P.E.# 58705 NO CHANGE THIS SHEET a DATE: 07/02/15 to a u K nab p 0 a 0 LYW/ 4g oCENsz. ' . <<c`,� No. 58705 0S T, TE OI' 0 ' OwD �i JA1 A. LYNN MILLER, P.E. P.E.# 58705 M Y Q LU a f>7 nab p 0 T 0 } ti 0 N N O N a0 atop on • M • •�• •�:.-.tz (nom O • O LL O _j •to e UM010 r- W-v •x• Q EX • �� • 'Ovo U) op — • I_ --E. •�m.Q � •�' C) •(•'�. Y T-4 •009: 7r�- till'. `G• • .E. Z 11•. O 0• J 1f73F- U)OZ Z oww)N Z W u. ONN X Li W agi1 •�sa4 sauas LYW/ 4g oCENsz. ' . <<c`,� No. 58705 0S T, TE OI' 0 ' OwD �i JA1 A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE —moi EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE I 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-314" INSTALLATION 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. EDGE EDGE DISTANCE DISTANCE 1 /4" MAX SHIM 1/4` M INSTALLATION TYPFI #10 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUC OR FRAMING, NOTE 2, THIS SHEET -S 1/4" MAX SHIM EMBEDMENT INSTALLATION TYPE J U4" MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET u OR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET NSTALLATION TYPE K EDGE DISTANCE --•-I 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VISIBLE LIGHT WIDTH = �J WINDOW BUCK WIDTH - 2-/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E EMBEDMENT EXTERIOR ID MIN. OF 3 THREADS BEYOND I Ht not I AL aUM) I MA I r=. TYPE J -� D a EDGE DISTANCE INSTALLATION NOTES: TYP. ANCHOR TYPE, EMBEDMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT - AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1J2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING VERTICAL SECTION F -F JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as complying with the Florida I3uitding Code ;mc) 14 Acceptance Naq Exuiration Date I t NO CHANGE THIS SHEET Min. Edge Max. O.C. Anchor Substrate Distance Spacing 2-112" x .113" Box Nail P.T. Southern Pine (SG=0.55) 5/16" 5" 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 318" 5" 2-1/2" x .145" Roofing Nail P.T. Southern Pine SG=0.55 3/8" 5" N 00 P.T. Southern Pine SG=0.55) ill" 5" �. 0.093" Aluminum, 6063-T5 min. 5/16" 5" #10 x 1" Steel Screw' 1/16" A36 Steel 5/16" 5" �• : 0.045" 18 Ga Steel Stud, Gr. 33 5/16" 5" MIN. OF 3 THREADS BEYOND I Ht not I AL aUM) I MA I r=. TYPE J -� D a EDGE DISTANCE INSTALLATION NOTES: TYP. ANCHOR TYPE, EMBEDMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT - AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1J2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING VERTICAL SECTION F -F JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as complying with the Florida I3uitding Code ;mc) 14 Acceptance Naq Exuiration Date I t 4.111 \� 0 EN Sh- Ccs i Q. I, No. 58705 AV- u- "�III1111�� A. LYNN MILLER, P.E. P.E.# 58705 NO CHANGE THIS SHEET a DATE: 07/02/15 CD > Q of Q a a naa 4.111 \� 0 EN Sh- Ccs i Q. I, No. 58705 AV- u- "�III1111�� A. LYNN MILLER, P.E. P.E.# 58705 ch Y Q > a naa 0 0 r- O >_It r O N 00 a7oG .w N • O M . M '. �. ": DoL 75 UMDJG �• : IL `I• jU3 �' � • 1C U} o D LLI. tp • p• a7 i °N Oto O 'r. t.. ? . p p •� .Z • :MG .A •• • ii Z 'w .� g • r • �y a • . . �,.0 •� H _ O r Q ~g Z Z_ J NN LL O Q to W O X Z 6- 0- a: tL E aW, -asaG sauas 4.111 \� 0 EN Sh- Ccs i Q. I, No. 58705 AV- u- "�III1111�� A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION TYPE M I FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO • MORE THAN 6" O.C. 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-314" 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET EMBEDMENT J� �i/4"MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. EDGE DISTANCE_F_ Ilf` IL11I�j(�`}jtj CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM �� { _ INSTALLATION TYPE O 1 FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO • MORE THAN 6' O.C. #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M FOR THIS INSTALLATION EMBEDMENT METHOD ONLY, 1/4" MAX ANCHORS MAY BE NO SHIM 0 MORE THAN 6" O.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 21 TYP. ANCHOR TYPE, EXTERIOR 6 EMBEDMENT AND EDGE N—A DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 5lam �1/4" MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, INSTALLATION TABLE 11,THIS SHEET 1 X WOOD BUCKSTRIP, TYPE N SEE NOTE 2, THIS SHEET T .d EMBEDMENT `a , d d EDGE DISTANCE VERTICAL SECTION H -H INSTALLATION TVPF M 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET �J U VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH INSTALLATION NOTES: HORIZONTAL SECTION G -G TAnt C 41• EMBEDMENT a T Dist de EDGE a DISTANCE P.T. Southern Pine SG=0.55 9116' CONCRETE/CMU 6' PER ANCHOR 6" REQUIREMENT 6" EXTERIOR ID Anchor Substrate Dist de Min. Embedment MSax, O.C. clng #12 or #14 410 SS Screw P.T. Southern Pine SG=0.55 9116' 13/8" 6' Aluminum 6063-T5 min. 3/8' 0.063" ' 6" A38 Steel 318' 0.063"* 6" Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga ' 8' #12 or #14 Steel Screw (G5) P.T. Southern Pine SG=0.55 9/16" 1-3/8" 6" Aluminum, 6063-T5 min. 3/8" 0.063' ' 6" A36 Steel 3/8' 0.083` • 6' Steel Stud, Gr. 33 min. 3/8' 0.045' 18 Ga 6" 114"410 SS CreteFiex U routed CMU, ASTM C-90) 2-1/2" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1.3/4' 12" 1/4" Steel Ultracon Concrete min. 2.85 ksi 1" 1-3/4' 12" Concrete min. 2.85 ksl 2-112" 1-/8" 12" Ungrouted CMU, ASTM C-90 2-1/2' 1-1/4' 12' Grouted CMU, ASTM C-90 2-112' 1-3/4" 12" 5116" Steel Ultracon Concrete min. 3.5 ksl) 1-1/4" 1-3/4' 12" Grouted CMU, ASTM C 90 2-1/2" 1-314" 12' MIN. OF 3 THREADS BEYOND THE METAL SU1361HAth. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as complying with the Fiodda Building Code Acceptancc No piration Dat�,.,tCo�ntrol w1 By mia a e 7< I5 r VAI A. LYNN MILLER. P.E. P.E.# 58705 NO CHANGE THIS SHEET Y DATE: 07/02115 m N v a naa U > D a 7< I5 r VAI A. LYNN MILLER. P.E. P.E.# 58705 (h Y Q LLE > N naa T7 D u7 } ti ti U) 0 N � a oQ �t'/i• 0 Nd' IN • O� J•ce) • �,� O• _ L •Qi O CD • iU •z� • t ,r8 I.t.. (& =': • J • UD/0 M Q� u1 •ems •�• � to "t• �• SMO c,.... R o • 4> • Fo- 'a 0' • • • • • • 000 • �� • • N I /� O U) t= O Q Z Q C) Z U. 0 ~ NN cc 0 Z ti op X Z (L (L u. t% awu •asad sauas 7< I5 r VAI A. LYNN MILLER. P.E. P.E.# 58705 ALL CORNERS TO j USE GASKET t AND/OR SEALANT b TABLE 12: ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90" CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY t ( I I 00 I 10 001000 I; ALL CORNERS T USE GASKET AND/OR SEALAA EQUAL -LEG FRAME FLANGE FRAME — EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS FLANGE FRAME (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Item PGT part# Description Material 1 4253C Ranged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7116" Lam!. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover Rigid PVC 10 705890 Gasket (at 90° corner joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 13 O7 Y r �i•Q Q dW Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block, Mono. 3116!'x 7116'x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3116" x 1-3137'x 4" Neoprene, Duro. 85 +/-1 22 DURAK716 7116" DuraSeal Spacer • • • ® 29 Q #6 x 1-114" FH SMS Stainless Steel 30 781PQX #8 x 1" Quad PH SMS Stainless Steel ASSEMBLY DETAILS FOR FIN FRAMES 90° CORNER FRAME ASSEMBLY 2.784" .094" tI 074" .062" 1.875" J .436" 1.000" 500" ��-• — .050 -*"W FLANGE FRAME #4253C, 6063-T5 �—+•� .970" �--*— .875" — [-- .050" 7/16" LAMI GLASS BEADING #4255, 6063-T5 :/CURVED ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 2.784" .094" — . 11-"•— .074" � .062" 1.375" 500" 43388" .050"0— OEQUAL -LEG FRAME #4285, 6063-T5 J-,t f --- .346" .875" —�jl— .050" I.G. GLASS BEADING #4254, 6063-T5 2.784" .094" —0. I�•— .074" � .062" L34715," 500" 438" ---��"-- •050"3o.00c 1.125" .077" 3 FIN FRAME #4256, 6063-T5 1 1.037" .050" INSTALLATION (6a)FASTENER COVER #4270,6063-T5 PRODUCT REVISED as complying with the Florida Building Accepta�ice No Ex iratiom Pate i Y By ocENs�' ltc� No. 5370�i ��; • S ATL �w A. LYNN MILLER, P.E. P.E.# 58705 NO CHANGE THIS SHEET 0:1 DATE: 07/02/15 m r a a naa U Q' a O w ocENs�' ltc� No. 5370�i ��; • S ATL �w A. LYNN MILLER, P.E. P.E.# 58705 M Y Q r a to naa Q' O w r h t. O N CO 5100 N is Cl) xa O • b S Z •°Mol"• �• Z••R•tAu- x- D w ••S,i' W P'Yp O w into O7 Y r �i•Q Q dW pp •N c-•�•it z • 0� O •1u a o z O• .C) .. ...ct. • • • ® OW Q !B• U) CIO •Z• -- 0 Z O 0O Z F lA Q Z>_ W O> w MONO , X O CL CL � ov 5!, �saQ sauag ocENs�' ltc� No. 5370�i ��; • S ATL �w A. LYNN MILLER, P.E. P.E.# 58705 MIAMIDADE �fiii�nA>> couN'ly �a a PRO C ,. ON'1�SMAECTION I`l 805tS1v 26 Str et, Room 208 DEPARTMENT OF REGULATORY AND ECONOi19IC RESOURCES (RER) � Md11)i, Flo{iida 33175-2474 BOARD AND CODE, ADMINISTRATION DIVISION(7R6 ,315-2 0 T ('786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ,M i: 1 idT 1de.' v/econom Next Door Company 1300 NW 74" Street �� tf Miami, Fl. 33147 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 maturer, 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. DESCRIPTION: Series "6070F" Outswing Commercial Steel Door_LMI APPROVAL DOCUMENT: Drawing No. W14-41 Rev A titled "S -6070F Out -swing Steel Entrance Door", sheets 1 through 8 of 8, prepared by AI-Farooq Corporation, dated 11-24-14 and last revised on 01/16/16, 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 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 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. ....... .. ... .. . .. . . . .. .. .. . .. . .. . . . .. n .... .... .... . . . . . ... . .... .. .. . . . NOA No. 15-0515.04 + l Expiration Date: February 25, 2021 f ... Approval Date: February25,2016 iPa e 1 IN, ... . . . ... . . Next Door Coinpany NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'T'TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-41. Rev A titled "S -6070F Out -swing Steel Entrance Door", sheets l through 8 of 8, prepared by At-Farooq Corporation, dated 1.1-24-14 and last revised on 01/16/16, signed and sealed by Javad Ahmad, P.E., 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 5) Large Missile Impact Test, FBC TAS 201-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 607OF Outswing Steel Door, by Fenestration Testing Laboratory. Inc., Test Report No. FTL7524 (Auth. No. FTL-13063) dated 09/26/14, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 5"' edition, prepared by Al Farooq Corporation, dated 04/27/15 and 01/27/16, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test Report No. FTL 7524 (Auth No. FTL-13063) Test A-1 & C-1 per ASTM A370- 05, prepared by Fenestration Testing Laboratory. Inc., signed and sealed by Idalmis Ortega, P.E. 2. Test Report No. 3145021COQ-004, dated March 28, 2008, issued by Intertek to Next Door Company for "RA -24" Batt Fiberglass Insulation for "Spontaneous Ignition Test" per ASTM D-1929. (Submitted under NDA No.- 09-0112.03) 3. Test Report No. 3145021COQ-005, dated March 28, 2008, issued by Intertek to Next Door Company for "Surface Burning Characteristics" per ASTM E84-08. (Submitted under NOA No. 09-0112.03) 4. Test Report No. 3145021COQ-006, dated March 28, 2008, issued by Intertek to Next Door Company for "Rate of Burn" per ASTM D635-06. (Submitted render NOA No. 09-0112.03) 5. Notice of Acceptance No. 11-0926.07 issued to Dyplast Products, LLC for "Expanded Polystyrene Block Type Insulation", expiring on 01/11/17. 6. Notice of Acceptance Nq.'1.1-*Mj.( assueo tp Vtffpenter Company for "EPS Polystyrene Block Type Insulation", 6xViria o1iD4'111/Si: .. ... .. . .. .. . . . . . . . . .. . . Jorge M. Plasencia, P.E. . .. 00* . . . . . . 2�duct Control Unit Supervisor " NOA No. 15-0515.04 Expiration Date: February 25, 2021 . ... Approval Date: February 25, 2016 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Next Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUI3MITTED (continued) F. STATEMENTS 1. Statement letter of conformance to FISC 2014, 5'h edition and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/09/2015, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. None. • • • • • • • • • • • i ' ' • orge M. Plasencia, P.E. P duct Control Unit Supervisor ' NOA No. 15-0515.04 Expiration Date: February 25, 2021 • Y. • ♦. • Approval Date: February 25, 201b • •• ♦♦ 008 • ♦• 111• MIAMI•DADE WORM YG DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 130ARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE NOA PGT Industries 1070 Technology Drive North Venice, FL 34275 DADE COUNTY UZOL SECTION �treet, Room 208 1--(786)315-2599 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 duality 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 "PW -701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact 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 thyme entira NOTA •sihalL be provided to the user by the manufacturer or its distributors and shall be availablUor ip$pe,,eti�r�atahe�jobsite at the request of the Building Official. This NOA revises NOAH 13-0502*03.add bpAsiStso tlpsp. ge 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation 1vas•rpyiewed by Manuel Perez, P.E. •• • • NOA No. 15-0528.26 .. j . . . MIAMFDADE COUNTY!�• Expiration Date: February 19, 2019 7/G 1� Approval Date: July 09 2015 . ... Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NDA No. 13-0502.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, "IAS 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 along with marked—up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). .. .... . . . . .. % .. . . . . . . . . . . ... . . . ... . Manue Perez Z_./ Product Control Exa er NOA No. 15-0528.26 Expiration Date: February 19, 2019 Approval Date: July 09 2015 PCT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacitc@ PVB Glass 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 "Kuraray SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May -� 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series 46PW- 701/720/820" Aluminum Fixed Window – L.M.I." approved on 07/18/13 and expiring on 02/19/19. .. ..... . . . . .. •• • • • • • • ••• • • • • • . • • • • • • • • ••• • • • ••• • Manuel Per Product Control ami'Oe; NOA No. 15- .26 Expiration Date: February 19, 2019 Approval Date: July 09 2015 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program OMB No. 1660-0008 Expiration Date: November 30, 2018 ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. t Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/co Jy, a (3) b it ing owner. SECTION A — PROPERTY INFORMATION+ tZ Jf NGEP, (NY USE Al. Building Owner's Name Pblicv N m ' rr .�� 1 MONICA SAVITS AND CHRISTOPHER SAVITS t A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1460 NE 103 ST City State ZIP Code i MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 15, BLOCK 5, P.B. 64, PAGE 97 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25°52'11.82" Long. W80°09'59.86" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,150 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 10 c) Total net area of flood openings in A8.b 1,280 sq in d) Engineered flood openings? ❑ Yes Z No A9. For a building with an attached garage: a) Square footage of attached garage 400 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 12086CO306 L 09/11/2009 .. ... 09/11/2009 . . . . . .. AE 9.00' . ......... . B10. Indicate the source of the Base Flood 6levatiorv(" data o; beso flood depth entered in Item 139: ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: 611. Indicate elevation datum used for BP'sIn ItQm 1 9:•� gGyl 19.29 NAVD 1988 ❑Other/Source: . • • . • . • . • . • B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: • ; • CpFtS ; 0P.A . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1460 NE 103 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-50 Vertical Datum: Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 6.80 x❑ feet ❑ meters b) Top of the next higher floor 8 90 0 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. 0 feet ❑ meters d) Attached garage (top of slab) 6.80 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 5 50 0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 5.40 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 6.50 x❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including NSA. x❑ feet ❑ meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑ No ❑x Check here if attachments. Certifier's Name License Number Q ADIS N. NUNEZ 5924 $ 11-7 Title REG. LAND SURVEYOR l e Company Name BLANCO SURVEYORS INC. I 2Hre Address 555 N. S E DR. City State ZIP Code MIAMI BEA H Florida 33141 Signat re • Tate : : 0: Telephone . • (305) 865-1200 §817120.1&. • • • all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenticompany, and (3) building owner. Comments (including type of equipment and,locatigp, per,2(e)• if applig4le), LATITUDE AND LONGITUDE OBTAINED C11:G07JGLE:C:.E� A/C ECRVA TION. CROWN OF THE ROAD ELEVATION: 5.401IN d6NtERUNt dNt9NTE9Z OF ROAD. BM# B-50 LOCATOR: 3250 S ELEV: IV02' • • • •• •• • • • •• •• FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 NOT VAUD UNLESS EMBOSSED WITH SURVEYOR'S SEAL, J� REVISED: 8-17-16 I awn{sly tvWL C SpCONCRETE BLOCK STRUCTURE, CLF=CHAIN LINKFENCE, PL=PROPERTYUNE. DUE=DRAINAGE LmLnY EASEM ENT, IP=IRON PIFE, F=FOUND. A/ FFC=A+�IR CONDITIONER PAD. P)C=PROPERTY CORNER, D/H=DRILLED HOLE, WIF=MODEN FENCE, RES=RESIDENCE, CL -CLEAR, RB=REBA;� UE= L SEM��.r�r., CONC=CONCRETE SLAB. R7V1kRIGHT OF W4Y, DE=DRAINAGE EASEMENT. CIL=CENTER LINE. O=DIAMTER, TYP=TYPIUL,' 0M= URE R RECOR,pED. ENCR=ENCROACHMENT, COMP=COMPl1TER, ASH= ASPHALT, N/D--NAIL &.DISC. S=SET, FEE=FINISH FLOOR ELEVATIOV, 75=OFFSET. PIF=POWER POLE. OHP=OVERHEAD POWERLINE, VMI=NATER METER -W00DFENCE= M,4517NRYW4LL= ELEVATION BASED ON LOC. # 3250 S CONCRETE=. •%' s•.:• s -•s •:: s:. -•s; .••s :.•.s •:.•s MAINTENANCE&DRAINAGE EASEMENT= M&D.E CBM# B-50 ELV. 10 . 02 4YPE OF SURVEY: BOUNDAR"SURVEY SURVEYOR'S NOTES- 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOr COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. E), UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODEfI`: VERTICALDATUM_OF 1929.. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONA',, RESTRICTIONS NOT SHOWN ON THIS SURVEYTHAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. f.) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY -DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OFTITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY- Additions ROPERTYAdditions or deletions to survey maps or reports by other than the signing party or parties is prohibited Without written consent of the signing party or parties - BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUEOF SAID PB ' 64 PAGE 97 LOCATION SKETCH SCALE: NTS Property Address: 1460 N.E. 103`d St., Miami Shores, FL. 33138. Certified To: Monica Savits and Christopher Savits 1••• • �o r • • • • , 1 • , y i Property Address: 1460 N.E. 103`d St., Miami Shores, FL. 33138. Certified To: Monica Savits and Christopher Savits Legal Description: Lot 15, Block 5, of REPLAT OF TRACT "C", MIAMI SHORES BAY PARK ESTATES, according to the Plat thereof, as recorded in Plat Book 64, Page 97, of the Public Records of Miami -Dade County, Florida. I HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements otherthan as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 . BLANCO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865-1200 Emall: blancosurveyorsinc@yahoo.com Fax: (305) 865-7810 LOODZONE: AE SUFFIX: L DATE: 09/11/0SPASE: 9 ANEL: 306 COMMUNITY# 120652 ATE: SCALE: DWN F B � : JOBi 02/15 , No 15914 1••• • .••• r • • • • , 1 • , y i • • i • • •••••• 9.6 . Legal Description: Lot 15, Block 5, of REPLAT OF TRACT "C", MIAMI SHORES BAY PARK ESTATES, according to the Plat thereof, as recorded in Plat Book 64, Page 97, of the Public Records of Miami -Dade County, Florida. I HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements otherthan as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 . BLANCO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865-1200 Emall: blancosurveyorsinc@yahoo.com Fax: (305) 865-7810 LOODZONE: AE SUFFIX: L DATE: 09/11/0SPASE: 9 ANEL: 306 COMMUNITY# 120652 ATE: SCALE: DWN F B � : JOBi 02/15 , No 15914 �`yKORf.S t�'i' e `iyhHT' �'toRraA Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. RC -9-16-2500 Permit Type: Residential Construction Per ' Work Classification: Addition/Alteration Permit Status: APPROVED Parcel Number issue Date: 4/18/2017 1 Expiration: 10/15/2017 Applicant 1460 NE 103 Street 1132050310060 CHRISTOPHER SAVITS Miami Shores, FL Block: Lot: NOWAROM CHRISTOPHER SAVITS 1460 NE 103 ST MIAMI SHORES FL 33138-2626 Contractor(s) Phone Cell Phone DISTINCTIVE HOMES (305)279-2088 roved: In Review Date Approved:: In Review Date Denied: Tvoe of Construction: it Setback: Setback: Submitted: Yes cate Date: Fees Due Amount Bond Type - Owners Bond $500.00 CCF $118.80 CO/CC Fee $50.00 DBPR Fee $88.74 DCA Fee $88.74 Education Surcharge $39.60 Permit Fee $5,915.46 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $120.00 Preliminary Plan Review $200.00 Preliminary Plan Review $200.00 Scanning Fee $66.00 Technology Fee $158.40 Work without Permit Fee $5,915.46 Work without Permit Fee $100.00 Total: $13,681.20 Phone Valuation: $ 197,182.00 Total Sq Feet: 250 Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: INTERIOR ALTERATIONS IN MAST Classification: Residential Pay Date Pay Type Amt Paid Amt Due— ue Invoice Invoice # RC -9-16-61281 11/18/2016 Check #: 345 $ 200.00 $ 13,481.20 09/08/2016 Check #: 340 $ 200.00 $ 13,281.20 04/18/2017 Check #: 696 $ 6,765.74 $ 6,515.46 04/18/2017 Credit Card $ 500.00 $ 6,015.46 04/18/2017 Credit Card $ 6,015.46 $ 0.00 Bond #: 3379 Ovailahla IncnartinnS- Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning Review Planning Review Structural Review Structural Review Mechanical Review Mechanical F. Termite Letter F. Elevation Certificate Review Building Review Building Review Building Review Building Review Plumbing Review Plumbing Review Plumbing Declaration of Use In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In April 18, 2017 1 5�{0RES L, by@Np FtoRtoA Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. FSG -9'-16-2500 Permit Type: Residential Construction Perillmit Work Classification: Addition/Alteration Permit Status: APPROVED Parcel Number Issue Date: 4/18/2017 1 Expiration: 10/15/2017 Applicant 1460 NE 103 Street 1132050310060 CHRISTOPHER SAVITS Miami Shores, FL Block: Lot: Owner CHRISTOPHER SAVITS 1460 NE 103 ST MIAMI SHORES FL 33138-2626 Contractor(s) Phone Cell Phone DISTINCTIVE HOMES (305)279-2088 Phone Cell Valuation: $ 197,182.00 Total Sq Feet: 250 Approved: In Review Amount Comments: $500.00 Date Approved:: In Review $118.80 Date Denied: $50.00 Type of Construction: Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: INTERIOR ALTERATIONS IN MAST Bond Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond $500.00 CCF $118.80 CO/CC Fee $50.00 DBPR Fee $88.74 DCA Fee $88.74 Education Surcharge $39.60 Permit Fee $5,915.46 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $120.00 Preliminary Plan Review $200.00 Preliminary Plan Review $200.00 Scanning Fee $66.00 Technology Fee $158.40 Work without Permit Fee $5,915.46 Work without Permit Fee $100.00 Total: $13,681.20 Pay Date Pay Type Amt Paid Amt Due Invoice # RC -9-16-61281 11/18/2016 Check #: 345 $ 200.00 $ 13,481.20 09/08/2016 Check #: 340 $ 200.00 $ 13,281.20 04/18/2017 Check #: 696 $ 6,765.74 $ 6,515.46 04/18/2017 Credit Card $ 500.00 $ 6,015.46 04/18/2017 Credit Card $ 6,015.46 $ 0.00 Bond #: 3379 Available Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning Review Planning Review Structural Review Structural Review Mechanical Review Mechanical F. Termite Letter F. Elevation Certificate Review Building Review Building Review Building Review Building Review Plumbing Review Plumbing Review Plumbing Declaration of Use accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. April 18, 2017 2 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1460 NE 103 Street Miami Shores, FL CHRISTOPHER SAVITS Pewit Iva RC -9-16-2500 Permit Type: Residential Construction lWork Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 4/18/2017 1 Expiration: 10/15/2017 Parcel Number 1132050310060 Block: Lot: 1460 NE 103 ST MIAMI SHORES FL 33138-2626 Contractor(s) Phone Cell Phone DISTINCTIVE HOMES (305)279-2088 Applicant CHRISTOPHER SAVITS Phone Cell Valuation: $ 197,182.00 Total Sq Feet: 250 Approved: In Review Amount Comments: $500.00 Date Approved:: In Review $118.80 Date Denied: $50.00 Type of Construction: Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: INTERIOR ALTERATIONS IN MAST Bond Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond $500.00 CCF $118.80 CO/CC Fee $50.00 DBPR Fee $88.74 DCA Fee $88.74 Education Surcharge $39.60 Permit Fee $5,915.46 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $120.00 Preliminary Plan Review $200.00 Preliminary Plan Review $200.00 Scanning Fee $66.00 Technology Fee $158.40 Work without Permit Fee $5,915.46 Work without Permit Fee $100.00 Total: $13,681.20 Pay Date Pay Type Amt Paid Amt Due Invoice # RC -9-16-61281 11/18/2016 Check #: 345 $ 200.00 $ 13,481.20 09/08/2016 Check #: 340 $ 200.00 $ 13,281.20 04/18/2017 Check #: 696 $ 6,765.74 $ 6,515.46 04/18/2017 Credit Card $ 500.00 $ 6,015.46 04/18/2017 Credit Card $ 6,015.46 $ 0.00 Bond #: 3379 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning Review Planning Review Structural Review Structural Review Mechanical Review Mechanical F. Termite Letter F. Elevation Certificate Review Building Review Building Review Building Review Building Review Plumbing Review Plumbing Review Plumbing Declaration of Use OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. April 18, 2017 April 18, 2017 3 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 (Permit Parcel Number Permit No. RC -9-16-2500 Permit Type: Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 4/18/2017 1 Expiration: 1 011 512 0 1 7 Applicant 1460 NE 103 Street 1132050310060 Miami Shores, FL Block: Lot: CHRISTOPHER SAVITS CHRISTOPHER SAVITS 1460 NE 103 ST MIAMI SHORES FL 33138-2626 Contractor(s) Phone Cell Phone DISTINCTIVE HOMES (305)279-2088 roved: In Review Approved:: In Review Denied: of Construction: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Fees Due Amount Bond Type - Owners Bond $500.00 CCF $118.80 CO/CC Fee $50.00 DBPR Fee $88.74 DCA Fee $88.74 Education Surcharge $39.60 Permit Fee $5,915.46 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $120.00 Preliminary Plan Review $200.00 Preliminary Plan Review $200.00 Scanning Fee $66.00 Technology Fee $158.40 Work without Permit Fee $5,915.46 Work without Permit Fee $100.00 Total: $13,681.20 Phone Cell Valuation: $ 197,182.00 Total Sq Feet: 250 Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: INTERIOR ALTERATIONS IN MAST Classification: Residential Pay Date Pay Type Amt Paid Amt Due Invoice # RC -9-16-61281 11/18/2016 Check #: 345 $ 200.00 $ 13,481.20 09/08/2016 Check #: 340 $ 200.00 $ 13,281.20 04/18/2017 Check #: 696 $ 6,765.74 $ 6,515.46 04/18/2017 Credit Card $ 500.00 $ 6,015.46 04/18/2017 Credit Card $ 6,015.46 $ 0.00 Bond #: 3379 Authorized Signature: Owner / Applicant / Contractor Agent Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning Review Planning Review Structural Review Structural Review Mechanical Review Mechanical F. Termite Letter F. Elevation Certificate Review Building Review Building Review Building Review Building Review Plumbing Review Plumbino Declaration of Use 4 Miami Shores Village CT- Building Department MAR s 2017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 By: -_Q__1 _ _ Tel: (305) 795-2204 Fax: (305) 756-8972 - _ INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. 6 — 25'00 PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1--,+ 60 0,!—g Io -A-4 City: Miami Shores County: Miami Dade Zip: 331 3L, Folio/Parcel#: A ( - 310 t - O 31 -O o6 O Is the Building Historically Designated: Yes NO f Occupancy Type: Load: Construction Type: Flood Zone: �- 5;-: BFE: FFE: OWNER: Name (Fee Simple Titleholder): G44-je1 S -r60 gEA_ 1blo1U 1c►4- 5" ITS Phone#: 30K- -410 - f• St;- Address: tAddress: I /q 6o OF- 103 -4 -- City: 1, S u-.-W� State: Zip: 3%I 3$ Tenant/Lessee Name: W-4-- Phone#: Email: a'-�+c ho•�c�ot� Q.o (• C,ru,� . CONTRACTOR: Company Name: Phone#: 10!- 2aQ - 2-0 $$ Address: s 3 b� S tj 112 -!P - City: ►� 1 State: Zip: 3 31 Qualifier Name: .Jo s -e. 6CI A t.e L_ lt::�c "'A%--:: Phone#: State Certification or Registration #: 15 -4- <'1.44 Certificate of Competency #: DESIGNER: Architect/Engineer;-J 0 Gw i01,e--zf Phone#: 30J_-6Sj- - , 14-1}- Address: 4-1}-Address: a e4f�i s !S I City: sa aC. State: Zip: 33Y7 f c7 p� Value of Work for this Permit: $ a '-r'-r« 197 ; l Square/Linear Footage of Work: o tAT-4c;w- Type of Work: Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: _1t_ -el "sy cil �.;- 1,, NA V �a�L�rc�a I�Q.u.- . u'�itL"11 Specify color, Submittal Fee $ Scanning Fee $ _ Technology Fee $_ Structural Reviews color thru tile: _Radon Fee $ WRaTrninino 01 PM A K)Y PG 1 (Revised02/24/2014) _k I n Z7 is I Notary $ 1-__ TOTAL FEE NOW DUE $ 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and,zoning. "WARNING TO' OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction ' brochur delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded n ce of co mencement must posted at the job site for the first inspection which occurs seven (7) days after the building permi is issued. the absence of uch posted notice, the inspection will not be approved reinspection fee will be charged. Signatu or AGENT (/ CONTMACTOR The foregoind'rn—strument was acknowledged before me this day of 11k p�� , 20 by r.0 . who is_aersonally known to - me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: Mu_Ty --Q mA.l U l✓V 1 11 Print: ftu rtt it ma-tuch r The for . g instrument was acknowledged before me this �I day of Ec�r�tR. 20 by me or who has produced as identification and who did take an oath. NOTARY PUBLIC: r, Print: Seal: Seal: ��MI�aM11P.00M APPROVED BY: (� .Plans Examiner Structural Review (Revised02/24/2014) t ELZIRIS GOMEZ /42 Notary Public -State of Fkxida Commission t GG 071342 ' 'EooR My Comm. Expires Feb 9, 2021 BwdedthMhMimi NotaryAsm. **************** Zoning Clerk Distinctive Homes 5535 S.W.112t6 Court Miami, Florida 33165 November 15, 2016 Monica and Christopher Savits 1460 NE 103 Street Miami Shores, Fl. 33138 Distinctive Homes and its subcontractors propose to carry out the renovation of the property located at 1460 NE 103rd Street, Miami Shores, FL 33138, in accordance with the architectural plans issued by Fernando Gomez-Pina, P ., referred to as "Work Scope". These plans are currently being submitted to Miami Shores Village for the appropriate permits. The breakdown of the associated costs to carry out the Work Scope upon receipt of the permits from the Building Department of Miami Shores Village are as follows: 1 Demolition, Equipment Rental, Soil Treatment 2 Masonry, Piles/Structural Steel 3 Trusses, backing 4 Roofing 5 Shell and stucco 6 Framing, Insulation. Drywall 7 Electrical, Cable and electrical fixtures 8 Plumbing 9 Shower/Tub/Toilet 10 Baseboards, doors 11 Flooring and tiles 12 Kitchen upgrade & additional appliances 13 Fill, Grading, Construction clean up 14 Doors, Windows 15 Gazebo, trellis 16 Roof Decking and Railing 17 Painting 18 Dumpster and portable toilet Su W taI verhead and rofit TOTAL , Gomez (Yrsstinctive Homes) 6,598 24,170 6,295 7,740 21,765 5,603 12,210, F 6,100 —P 2,900. 4,190 11,320 8,200 3,320 15,200 L -L-) 10,548 23,500 9,400 6,665 185,724 27,859 213,582 Office: (305) 279-2088 Fax: (305) 279-2066 Savits (Owner) Mission: To protect, pronate & inprow the health of all people in Flaida through integrated state, cotrriy & oonmr* etiats. Facemaker Design Group 1370 NE 103 Street Miami, FL 33138 Vhdon: To be the Heaf taest Sate in the Nation February 22, 2017 RE: Modification to a Single Family Residence - No Bedroom Addition Application Document Number: AP1276621 Centrax Permit Number: 13 -SC -1740974 1460 NE 103 Street Miami, FL 33138 Lot: 15 Block:5 Subdivision: Dear Applicant, Rick Sooee Goma, Colosto Philip, MOS MPH Sate Surgeon General and Sec" This will acknowledge receipt of a floor plan and site plan on 02/17/2017 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Proposed a new covered entry, a new gazebo, a new covered terrace and a new trellis. No objection letter issued by Yvenel Clermont on 02-22-2017. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. Sincerely, l Yvenel ClermoPCEHPX� , Engineer I Department of Health in Dade County ,taw. o"arhowe of in Dade County • • , Florida TWITTER:HealthyFLA PHONE: (305) 623-3500 FACEBOOK:FLDepartmentofHealth YOUTUBE: Hdoh Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel; (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers-' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt.- -Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to.•work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: X, IV Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this _� day of -{ , 20 11-1. By Mb N (c n S_((o +4S who i ersonally kno to me or has produced JAY S GO Notary: Not 1c -State of Florida ?• Commission # FF 228649- 2b19 286492b19 �� '�• , Bdrded Groupd fYational Notary Assn. BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 0 SEP 0,8/2016 5fih F BC 201Q Master Permit No. RC 1(0-7-500 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ec:' — I City: Miami Shores County: Miami Dade Zip: 31 3g Folio/Parcel#: 0 q l -- o t4 a Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: n,, OWNER: Name (Fee Simple Titleholder): YV Address: I 6 D i City: ✓I , I.A4A, State: Tenant/Lessee Name: LD 410:= . Email: CONTRACTOR: Company Name: MSAC Phone#: Address: Zip: S;. -JG City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: n Certificate of Competency #: DESIGNER: Architect/Engineer: -.� t Phone#:-—) �-- c. Address: �-� ��f, \T -X —tea v�- D City: I —State:--If—Zip: 330 l0 Value of Work for this sP� Permit: $ � 6n, OQO Square/Linear Footage of Work: oloo. sem- s F Type of Work: [� ditionAlQJ literation ElNewElRepair/Replace F-1Demolition Description of Work: i�i,N Cd a �V1cD ] ---1 4bT .�.0 �_ee—. cu Specify color of color thru tile: ,�„„ ,....,... A1�4A ��.t Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ InR 13jv*4 Zp CCF $ "90! DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pr d nd a reinspection fee will be charged. Signatu ER or AGENT Three foregoing instrument was acknowledged beforemethis dJI3 day �(o'f/� 20 ' lU by LLQy Vl�i)— who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: - 'A+ rvr Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 by as me or who has produced , who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign:NO N% -"Z 1� i � c-J� Sign:_ Print: (t O �r tR ! -22 I -/IVAf C 1`\ Print: Seal: Seal: as liourinit IM�'A �+ e° "ui.r�'i APPROVED BY Tans Examiner //.2//�Zoning Structural Review (Revised02/24/2014) Clerk Distinctive Homes 5535 S.W. 11211 Court Miami, Florida 33165 November 15, 2016 Monica and Christopher Savits 1460 NE 103 Street Miami Shores, Fl. 33138 Distinctive Homes and its subcontractors propose to carry out the renovation of the property located at 1460 NE 103`d Street, Miami Shores, FL 33138, in accordance with the architectural plans issued by Jose Martinez, P.E. and EMP generated by Wilbert Rodriguez, P.E. referred to as "Work Scope". These plans are currently being submitted to Miami Shores Village for the appropriate permits. The breakdown of the associated costs to carry out the Work Scope upon receipt of the permits from the Building Department of Miami Shores Village are as follows: Overh ad and Profit TOTAL Jose Gomez (Distihaive Homes) 185,724 27,859 213,582 onic d istopher Savits (Owner) Office: (305) 279-2088 Fax: (305) 279-2066 1 Demolition, Equipment Rental, Soil Treatment 6,598 2 Masonry, Piles/Structural Steel 24,170 3 Trusses, backing 6,295 4 Roofing 7,740 5 Shell and stucco 21,765 6 Framing, Insulation. Drywall 5,603 6 ^7 Electrical, Cable and electrical fixtures 12,210 --8 Plumbing 6,100 --9 Shower/Tub/Toilet 2,900 10 Baseboards, doors 4,190 11 Flooring and tiles 11,320 12 Kitchen upgrade & additional appliances 8,200 13 Fill, Grading, Construction clean up 3,320 14 Doors, Windows 15,200 15 Gazebo, trellis 10,548 16 Roof Decking and Railing 23,500 17 Painting 9,400 18 Dumpst nd portab toilet 6,665 Overh ad and Profit TOTAL Jose Gomez (Distihaive Homes) 185,724 27,859 213,582 onic d istopher Savits (Owner) Office: (305) 279-2088 Fax: (305) 279-2066 REEL WINDOWS QUOTATION AL Ref: 1460 NE 103 ST Customer: DISTINCTIVE HOMES REEL Due Date: P.O.: Quote Date: November 5, 2106 Contact Person: )OSE GOMEZ WINDOWS ,IF lob Name Phone 305-970-919 5 O Job 1460 NE 103 ST Fax CONSTRUCTION ery: Requested Delivery: E-mail: Delivery Zip Code: 786-223-7421/ 305-496-3132 Paint Finish: WHITE Glass: GRAY IMPACT ---- - ----- � I i awe iC �-r►�-'`% S 6� C�-� . ��e �►�-- 2.� 2c� I b � r 4 P -Q__ 9f0'4 cw- W4 S # 7// 8,(/0 -o-o r�eu-vl a� V •- // h c j a 1— ►�- c. foo v�.� �I a'L G�wNclt or- �t,31-/�l d71V,. cFs jl a9-7 'e s Z3 �� o�'Z �- -F �� Cod's _ 3�i 1' DaoiL - i 7(5 -7 L( i� oo< dl tN z3 Pao .00 'E#213 1 S-32-'-� 4— G19t4D o�'Z-cs+� 3ci r