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RC-9-16-2500_1460 NE 103 St Part 2Vft-40* 4 141, -, jW& DIVISION OF Environmental Health Florida Health Miami -Dade County OSTDS/Well Division 11805 SNN.'26th Street * Miamif-FL 33175 :tor ass %Y40 WE %U3 1 / OSTDS# 4f cents: vre 7/9/20r9 Css Inspection Type: Building Final Requested Date: 11/14/2016 Requested Time: 12:00 AM Inspection Status: Passed Scheduled Date: 02/13/2017 Scheduled Time: 12:00 AM Link Type Name: Permit Completed Date: 02/14/2017 Completed Time: 12:00 AM Link Number: PL-11-16-3104 Inspector First Name: Rafael Inspector Last Name: Hernandez Main Address: 460 NE 103 ST Miami Shores, FL bidg.msvfl.gov/energov_prod/selfservice#/inspectionDetaii/inspection/2913AO19-738C-4B5D-9458-74518208ADBC 1/1 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Aoolicant 1460 NE 103 Street 1132050310060 Miami Shores, FL Block: Lot: MONICA SAVITS MONICA SAVITS 1360 N. E. 103 Contractor(s) Phone Cell PhjHK Mit C'S PLUMBING & SEPTIC INC (305)651-7859 jjUW of Work: DRAINFIELD of Piping: onalInfo: Return: Residential Scanning: 3 Fees Due Amount Bond Type - Owners Bond $500.00 CCF $5A0 DBPR Fee $4.50 DCA Fee $4.50 Education Surcharge $1.80 Permit Fee $300.00 Scanning Fee $9.00 Technology Fee $7.20 Totals: $832.40 Pay Date Pay Type Amt Paid Amt Due Invoice # PL-11-16-62051 11/14/2016 Check#: 1195 $ 50.00 $ 782.40 01/06/2017 Check #: 97 $ 500.00 $ 282.40 01/06/2017 Credit Card $ 282.40 $ 0.00 Bond #: 3296 Celt 314 $ 8,500.00 Feet: 400 Available Inspections: Inspection Type: HRS Approval Final Review Plumbing Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. January 06, 2017 2 R E P STATE OF FLORIDA<,JtA.%A1-0A0E CCw� FLEA!-TH [�1=€�ARTN+�NT DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS Repair APPLICANT: Monica Savits � i iP1i��G�J'">ItrG�C,t�Y PERMIT # : 13-SM-1717093 APPLICATION #: AP1261379 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1037519 PROPERTY ADDRESS: 1460 NE 103 St Miami, FL 33138 LOT: 15 BLOCK: 5 SUBDIVISION: RE PLAT OF TR C MIAMI SHORES (SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] PROPERTY ID #: 11-3205-031-0060 (OR TAX ID NUMBER) SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381,0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY, SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD septic tank CAPACITY A [ ] GALLONS / GPD CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY (MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS) K I 300 ] GALLONS DOSING TANK CAPACITY 167.00 ]GALLONS Q[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D ( 400 ] SQUARE FEET Bed configuration drainfiel SYSTEM R ( ] SQUARE FEET SYSTEM A TYPE SYSTEM: [x] STANDARD ( ] FILLED [ ) MOUND [ ] I CONFIGURATION: [ ] TRENCH [x) BED [ ] N F LOCATION OF BENCHMARK: FFE 8 4' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 2880][ INCHES FT )[ABOVE BELOW h BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 58 80][ INCHES ` FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ ] INCHES EXCAVATION REQUIRED: [ 42 001 INCHES "Performing Lift Dosing. O "Pumps must be certified as suitable for distributing sewage effluent T 1.-Install a 1050 gal min. septic tank with an approved filter. H 2.-The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6 013(3)(f , FAC, E 3.-Install 400 sf of drainfield in bed configuration R (Comments Continued on Page 2 ) SPECIFICATIONS BY: KEMBLE ETTRICK TITLE: APPROVED BY: j��" TITLE: Engineering Special ist I, Erlande onusca DATE ISSUED: 1110212016 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6, — FAC UNTRAC i u _ te a 7, r, re i-1.4 AH12%rl.?%S Dade CHD EXPIRATION DATE 01/31/2017 . � � � rvrw .�-rrr.-rrrrrr�-.-�-r• ��i�i�i�i�i�i�i••ii�i�i�i`.�ii�i�i�i�i�i�i�i�i�i�i�i �i�i�. •00000.•• • •000% ��i•OO•. BOUNDARY SUR VEEP LOCATION MAP NOT TO SCALE RE EI ED \EP 16 2U19 _VP, ;i h1 am l S ^res VI 1;ice APPROVED 1—..BY 7")Id 'C DrOI D AT-E ,MA, F" i ^iE'JT I I TC CCVPLIAN�CI- WI 1 H ALL FGr PAL ,r,n'c. PROPERTY ADDRESS: 1460 NE 103 ST., MIAMI SHORES, FL. 33138 in i 0 W a N r� M M 4 • ••••% • • • 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, FLORDA. I)OWNERSHIP SUBIECTTO 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 NOT COVERED BY PROFESSIONAL LIABILITY INSURANCRE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACTTHE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 11)ELEVATIONS BASED OFF OF BM# B-50 LOC# 3250 S ELEV. 10.02' ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNNG PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB: 64 PG: 97 Imo' • = CONCRETE ®= CONC. BLOCK WALL B.C.= BLOCK CORNER Q = PROPERTY LINE U.E.= UTILITY EASEMENT A.E. - ANCHOR EASEMENT P.R.C.= POINT OF REVERSE CURVE CH - CHORD ELEV = ELEVATION SEC. = SECTION I HEREBY CERTIFY THAT THE SURVEY SINCE 1987 NOT VALID UNLESS EMBOSSED WITH ®: WOOD DECK ®= COVERED AREA CENTER LINE MONUMENT LINE D.E =DRAINAGE EASEMENT ENCR.- ENCROACHEMENT CH. BRG= CHORD BEARING B.M.= BENCH MARK TY+S•- TOWNSHIP RG. RANGE REPRESENTED THEREON MEETS THE MINIMUM TECHNICAL REQUIREMENTS ADOPTED BY THE BLANCO SURVEYORS INC. SURVEYORS SEAL. _ ASPHALT C.- CALCULATED M.= FIELD MEASURED F.F. ELEV. = FINISHED FLOOR B.R.= BEARING REFERENCE = SWK- SIDEWALK STATE OF FLORIDA BOARD OF LAND SURVEYORS - x-x-= CHAIN LINK FENCE (CLF) P. - PER PLAT ELEVATION P.O.A.= POINT OF COMMENCEMENT P.O.B.= POINT OF BEGINNING PURSUANT TO SECTION 472.027 FLORIDA Engineers • Land Surveyors • Planners • LB # 0007059 = WOOD FENCE (WF) �- IRON FENCE (IF) TYP. - TYPICAL P.R.M.= PERMANENT N.T.S.= NOT TO SCALE T.B.M.= TEMPORARY BENCH MARK STATUTES.THERE ARE NO ENCROACHMENTS, OVERLAPS EASEMENTS APPEARING ON THE PLAT 555 NORTH SHORE DRIVE A - ARC DISTANCE REFERENCE MONUMENT P.B.= PLAT BOOK O.R.B.= OFFICIAL RECORD P.O.B = POINT OF BEGINNING T.B.M.= TEMPORARY BENCH MARK OR VISIBLE EASEMENTS OTHER THAN AS SHOWN MIAMI BEACH, FL 33141 L- LENGTH e= CENTRAL ANGLE DELTA / P.C.P.= PERMANENT CONTROL POINT BOOK M.H.- MAN HOLE FD. I.R. = FOUND IRON REBAR HEREON. - - 305 865-1200 Email: blancosurve orsinc ahoo.com Fax: 305 865-7810 ( y �Y R =RADIUS T = TANGENT FD. NAIL =FOUND NAIL FD. D/H - FOUND DRILL H C.B.S.= CONCRETE BLOCK STRUCTURE FD. P.K.NAIL - FOUND PARKER-KALON NAIL P.S.M.- PROFESSIONAL SURVEYOR AND MAPPER �'I: I I FLOOD ZONE: AE SUFFIX: L P.T. =POINT OF TANGENCY FD. 1/27 I.P. =FOUND IRON BLDG =BUILDING A/C =AIR CONDITIONER PAD �_ TRANSFORMER ;I �� t,�,,�,,, FEMA DATE: 09 / 11 / 09 BASE: 9' REVISED: P.C. - POINT OF CURVATURE PIPE 1/2- DIAMETER O.H.L.- OVERHEAD UTILITY P P = POWER POLE PANEL: 0306 COMMUNITY # 120652 P.C.C.= POINT OF COMPOUND CURVE C.M. =CONCRETE MONUMENT LINES TEL= TELEPHONE FACILITIES D.M.E.- DRAINAGE k MAINTENANCE EASEMENT ADIS N. NUNEZ DATE: SCALE: DWN. BY: JOB NO. C.B.= CATCH BASIN CAN =CABLE UTILITY BOX W.M.- WATER METER R/W =RIGHT OF WAY 0.0'= EXISTING ELEVATION REGISTERED LAND SURVEYOR 4/23/19 1" = 30' R.BELLO 19 - 327 STATE OF FLORIDA #5924 � a 0 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 . ......... . APPRAI4ALP IM4 • • • • • • REAL ESTATE APPRAISERS LLC 1444 Biscayne Bou4evard,•S%ite•2,11 • • • • • • Miami, Fabrics 331.3'2 . • • • • . .. .... . .. ... . . . ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . AppraisalFirst Real Estate Appraisers LLC 1444 Biscayne Boulevard. Suite 211 Miami Beach, Florida 33166 Phone: 305-470-2 100 Fax:305-381-8047 E-mail: residential(i appraisalfirst.uet E-mail: commerciala_a�praiallirst.net October 20, 2016 Monica Savits via email: anchordot(t6ol.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' St Miami 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 (LJSPAP). This report is for the sole use of the intended user. The subject property consists of a, two-story, siYglafamily, home that vim built in 1958 of good quality construction. The home includes a total, adjgieei-J710•; gE}l*re• feet per the Miarni-Dade appraiser's office.. The valuation is based on thcJbr 1io%4f TV i4ilirow0rients 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 $>i>E1,84� • • • (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 bill ixlappraisalfYrst.net Page 5 .. ... . . . . . .. . ......... . .. ... .. . . . .. . ... ... ... . . . .. .... . .. ... . . . ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADDENDA .. ... . . . . . .. . ......... . . • • .. ... .. . . . .. . ... ... ... . . . .. .... . .. ... . . . ... . .... ....... . . . . . . . . . . . CERTIFICATION I Certify to the best of my knowledge and belief: - The statements of fact contained in this report are true and correct. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions are my personal, impartial, and unbiased professional analyses, opinions, and conclusions. I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. I have performed no services, as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment. I have no bias with respect o the property that is the subject of this report or to the parties involved with this assignment. My engagement in this assignment was not contingent upon developing or reporting predetermined results. - My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. - I have made a personal inspection of the property that is the subject of this report. No one provided significant real property appraisal assistance to the person signing this certification. As of the date of this appraisal William K Griffith, SRA has completed the continuing education program of the Appraisal Institute. William K Griffith, SRA 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. .. ... . . . . . .. . ......... . .. ... .. . . . .. . ... ... ... . . . .. .... . .. ... . . . ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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 RD1480 (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/1-�E1gati6h: ; A4Uai$al: e%AdPv Construction Draw Inspections Blueprint RSview .; .'; Vo$t $e4or% . . .. ... .. . . . .. SERVICE AREA BY FLORIDA COUNTY: Miami -Dade, Broward, Monroe (Florida KeyQ, Palm Beach, St. Lucie, Martin . .. . . 00 . . . ... . . . ... . .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 2016 2016 2014 2011 2011 2010 2010 2010 2009 2008 2008 2008 2007 2007 CALCULATOR METHOD SECTI0N12PAGF.27 August 2016 HIGH -VALUE RESIDENCES CLASS TYPE EXTERIOR WALLS INTERIOR FINISH LIGHTING AND HEATPLUMBING COST Sq. M. Cu. Ft. Sq. Ft. 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. 4963.34 57.64 461.11 V Best masonry, 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. 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 C metal, tile, some artglass custom carpet, parquet kitchen or food prep. area H.V.A.C. 3495.25 40.59 324.72 Ill Face brick, 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. 2935.32 34.09 272.70 II 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 H.V.A.C. 2464.50 28.62• Good brick, stone trim, skylights, Plaster or best drywall, paneling, custom Some special fixtures, more than one Complete • • _•96 • 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, Custom ceilings and cabinetry, inlaid Extensive fixtures and custom Complete • best Gay, slate parquet, matched stones and woods hardware throughout H.V.A.C, 4999•4 • • • • 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 H.V.A.C. 41847;0 0 • 48.60: 0 04A.78 IV Fine masonry veneer, trims, best Good plaster, ornamental detail, marble, Good custom fixtures, more than one Complete 000000 • • • metal,. tile, some artglass custom carpet, parquet kitchen or food preparation area H.V.A.C. 3503.76• • 40.69• • 3a6.51 MASONRY '- - • • • • • • • VENEER Ill Face brick veneer, stone trim, slate or Plaster, good detail, custom ceiling, wall Some special custom fixtures electrical Complete __ _ _ tile, some custom sash and floor finishes and plumbing, integrated systems H.V.A.C. 2936,*Wto 34.09 0272.71 II Brick or stone veneer, slate, metal, Plaster, some ornament, tile, averaee Custom fixtures, electrical and Complet Complete • • • • i • heavy structure, solarium ---- custom carpet, hardwoods plumbing, home automation 245889 • • • 28.55• • 228.42 i Double walls, good veneer, skylights, 9drywall, - Plaster or best d paneling, custom Some special fixtures, more than one Complete • • 0 • • • • good shakes or metal vinyls, terrazzo, hardwoods bath per bedroom H.V.A.C. 2060.21 23.93 �I ' 40 J% 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 H.V.A.C. 3451.12 40.08 320.62 If 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 II 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 H.V.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 Firenlarp_ halrnnipc nnrt nnrrhac and hi dIt_in n innnC__ r - - - <__ ______ ___._ - _ , _ _ ... . . , . 1-1 .._ _ _ _ _ _ '__..__ _.._ __..- "' - elevators and fire 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 H.V.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 Ill 91.60 9.53 13.20 18.20 128.09 179.22 70% to 80% of the costs listed. For heating only, use 60% to 70%. For ground -loop heat source 11 81.05 114.64 162.00 8.51 7.53 11.90 16.65 10.65 15.05 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 6.66 9.58 13.75 AMRSHALL VALUATIONSERVICE The data included on this page becomes obsolete after update delivery, scheduled for August 2018. 0 2016 CoreLogitV, Inc, and it licensors, all rights reserved. Any reprinting, distribution, creation ofderivative works, and/or public displays is strictlyprohibited. 812016 Property Search Application - Miami -Dade County F "IC [7: FTH E PROP RT 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 I Half 4/5/0 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 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 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 & $25,000 $25,000 Homestead 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 �e4it4m;:r`h:t ref:ct ttf mostt urrent information on record. The Property Appraiser and Miami -Dade Countv assumes no liabilitv. see full disclaimer and User AareeglCri atr[ty: �iamida� e.q(*o Nnf(Ocksclaimer.as httr<•//«ni <: miomi 1� 14 rrnv/rrnnarf. ca�rnh/ 1 n» 1 /�n1 ti Page 1 of 2 A P P 11'r M 1""' El R Generated On : 10/21/2016 Taxable Value Information 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $761,3451 $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 Sales which are qualified 06/01/1988 $340,000 13702-0870 1 Sales which are qualified •• • • • • ••• • Property Search Application - Miami -Dade County Page 2 of 2 • •• • • • • ••• • •• ••• •• • • • •• i ••• • • • • ••• • • �xttrx•//xxnxnv miamirlorla rrnx�/nrnrxartc�caarnh/ i n/� � /�ni � 1460 NE 103`d Street • 0,900 Miami Shores, FL 33138 March 30, 2017 "". : "": . ; • r„� •••••• • • *0000 Ismael Naranjo ; • •; •; . • Director, Building Department ' :...;. *peso* Miami Shores Village '.. • ; 0 ....: 10050 NE 2nd Avenue ego 0 •.; • 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 JAY S GOLDMAN Notary Public - State of Florida * : Commission 8 FF 228649 %F My Comm. Expires May 10, 2019 ��` Bonded ttwm* 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 24th day of March�7, by J se Miguel Gomez. l Personally knoNWto me ELZIRIS GOMEZ Notary Public -State of Florida Commission # GG 071342 Office: (305) 279-2088 Fax: (305) 279-2066 T & F Contractine. Inc. 62 Akron Road Lake Worth, FL 33467 Rhone= 561=5334=7068 Fax— 561-540-6088 CBC)060099 s g112/2017 In care of: Jose Gomez DI5iINCTIVE 140ME5 5535 SW 112 COURT MIAMI Florida 33165 786-367-2598 Re: 5avies Reside 7-Supply and configuration - required to a 2-Provide cor, 3-Cut pile to ele, 4-Inst4/l 12'W2,7. Exclusions- N 1- Concrete cutti 2• "no cuts" 1,f60 NE 703' 17 helical pier;, -with double helix 10"-12" flight each._.to_28._'naz1.i nunPdepth• lF a depth greater than 28' is design loads, it will; be billed 6 $200 per 7' section• f 1�. r self maintained pier log for each pier installed - ;ion determined and marked by G•C � " ; `I a j: s . at! ;. /cF" welded steel pile caps with `(2)two`3h"x 6" nelson stud - and/or replacement, if any by others - rations by others- 3- Piling layout by others• i I cf • Permit by others• 5• Non-standard pile caps will fbe additional charge- 6- relocation and%r repair of sp klers utilities, unforeseen obstacles, etc- iF - 4 1__"- any by others• g t 7• Monitoring of pile installation and signed and sealed pile logs by engineer if <F needed - Draw Schedule: 1$19700-00 Total f Due Upon signing !or contract $9350.00 Due upon comple6ion'S9350.00 4 SITE DEVELOPMENT - HELI6AL PIERS MARINE CONSTRUCTION 4. , WWW.t fcontracting.com T & F Contracting, Inc. 62 Akron Road Lake Worth, FL 33467 Phone-561=533=7068 Fax- 561-540-6088it , • • • CBC060099 •••••' Proposal li Contract ...... ..:. T&F Contracting, Inc- will not be responsible for, but limited to arA� �4Whage is• •' • landscaping, sod, sprinklers, septic fbank, drain Fields, pipes, undergrdpa-Ltilitie30.• etc- T&F Contracting will however, exercise reasonable care in the in�lMtion of . Brackett Piers in la workmanlike manner• Clients shall disclose any krjo 0l ge of • • • debris, junk Fill, pressure grouting and obstruction of any kind in the •proposed • • • work area - if obstructions are encountered that restrict the installation of the Helical Piers, T&F Contracting, j Inc- reserves the right to relocate the -piers with your engineers advanced approval, if necessary up -'to 3 helical diameters or more to achieve proper penetration- It may be. necessary toIinstall 2 piers instead of one to achieve the desired structural_ integrity;of the project due to obstructions or other problems- A price ladjustmen£t will be made in these cases - Any alteration or' deviation from above specifications will becon7c an extra charge over and above the estimate- All agreementst contingent strikes, accidents, weather or others delays' beyond our control- No "r may~'incur any expense to be charged to 'the contractor or credit d against this contract without previous ! 'i written approval by the contractor• Poperty owner to carry liability insurance- T&F Contracting will provide public liability insurance and workman's compensation or waiver- p _ PAyMENrS: The contractor reserves�tie�right to stop work until time progress s payments according to the contract are paid and such work stoppage, if any, shall not constitute grounds for breach' -of -;,contract obligations- Owners failure to make full and timely payments to thntractor shall void contractor's obligation under the warranty- Final payment is due and payable upon completion- TERMS- A Finance charge of 1 112 percent per month will be applied to any remaining balance' past due after 30 d4ys• If T&F Contracting incurs any expense in collecting payments or' enforcing' the terms of this agreement, the owner agrees to pay all such costs and expenses including reasonable attorney's fees and court costs on the trial land -appellate --level which contractor incurs- Suit for SITE DEVELOPMENT - H L-I; AL PIERS 3 MARINE CONSTRUCTION i ■ WWW.y— fcontracti ng.com yF T & F Contracting, Inc. 62 Akron Road Lake Worth, FL 33467 Phone= 561-533=7068 Fax- 561-540-6088 , • • • CBC)060099 ' • • • • • .. Proposal/Contract ...... ..:. enforcing this agreement shall be Filed 'in Palm Beach County- IF For, ppy.leasoQ' •' • • the specifications of this contract cannot be met, either party ma�'4eAihinatQ' the work by written notice prior to contractor starting job- All ces*.* p to • that point will be due and payable to fthe contractor• • • • • • • ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTION. o713.001• • • 713.37, FLORIDA STATUTES), TNO5E W140 WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES R1614T To ENFORCE THEIR CLAIM Fc 114I5 CLAIM IS KNOWN AS A CON51 OR A SUBCONTRACTOR FAILS O Pf SUBCONTRACTORS, OR�, MA,T'ERIAL gS OWED MONEY MAY GOOK TO YOUR YOU NAVE ALREADY PAID YOUR CO, PAY YOUR CONTRACTOR, YOUR' COI YOUR PROPERTY- 114I5 MEANS 1IF A YOUR PROPFR1Y COULID SE SOLD A LABOR, MATERIHLS,;:OR OTHER SER A SUBCONTRAC9;"OR MAY NAVE `FAIL g YOU SHOULD STIPULATE IN 1-141.5 CC 15 MADE, YOUR !CONTRACTOR -IS -RE WRITTEN RELEASE OF LIEN rFR01 F PROVIDED TO YOU A NOTICE TO Oi FLORIDA 1401HEOWNERS' CONSTRUC PAYMENT MAY BE AVRILABLE FRO/ CONSTRUCTION RECOVERY FUND IF PERFORMED UNDER ;CONTRACT, Wh SPECIFIED VIOLATIONS i OF FLORIDA INFORMATION RBOUT 'THE RECOVEF SITE DEVELOPMENT - HE^ CAL AND ARE NOT PAID IN FULL NAVE A R PAYMENT PROPERTY• 'CTION WEN- IF YOUR CONTRACTOR SUBCONTRACTORS. SUS — THOSE PEOPLE WNO ARE ERTY FOR PAYMENT, EVEN IF r--, ,.�{VV— :TOR IN FULL• IF -YOU FAIL TO TOR MAY! ALSO NAVE ALIEN ON IS FILED IN5T YOUR WILL TO PAY FOR :E5 THAT YOUR CONTRACTOR OR TO PRY- TO PROTECT YOURSELF, TRACT TNRT 'BEFORE ANY PAYMENT IRED TO PROVIDE YOU WITH A PERSON OR COMPANY THAT 14A5 IGo_u RECOVERY FUND THE FLORIDA NOMEOWNERS' LOSE MONEY ON A PROJECT THE L055 RESULTS FROM SY-A LICENSED CONTRACTOR- FOR 'VD; AND OLIN6 A CLAIM, CONTACT MARINE CONSTRUCTION www.t�f c o ntra cxt i n g. c o m T & F Contracting. Inc. 62 Akron Road Lake Worth, FL 33467 Phone= 561-533 7068 Fax- 561-540-6088 1 i A CBCj060099 Proposal AGontraot 1 } f t 1q { ( p 5 4 F SITE DEVELOPMENT — HU-CAL HERS, MARINE CONSTRUCTION .._ ... rep ...,� � ■ ify #4"m f'coritracting. com f r} T & F Contracting, Inc. 62 Akron Road Lake Worth, FL 33467 Ph6ne= 561=533 '7068 Fax- 561-540-6088 . . .... CBC:'060099 ` ...... Proposal /;Contract ...... • .... ...... THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT 1-k14, • ; • • • • • • • • • • FOLLOWIAIG TELEPHONE NUMBER AND ADDRESS: Construction lrfU!dry .' .: •""• ....... ...... Recovery Fund 19,40 North Monroe Street, Suite 42 Tallahassee, F� •� 399 telephone: (850) 927-6593 • • • • • • i •• t r. Authorized Signature Print Name, title & Date John Flanagan.,. Date , Vice President 3 T&F Contracting, , Inc- As per plans by:, Ser Design Inc- 10 1712013 As per geoteckbical report by: American Testing Materials Engineering, Inc- 10- 16-2013 f f SITE XTION 1 c 1c0 - 2,500 VIPIN N. TOLAT, P.L'-. �rnidu�� 'n�Neeet 15123 Lantern Creek Lane, Houston, TX. 77068-3831 TEL: 281-444-9183 Fax: 281-444-9184 Email: vtolat(a)sbeglobaLnet Page 1 ENGINEER'S EVALUATION REPORT # Nti0413 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors REPORT HOLDER: NuVue Industries Inc; 1055 E. 291h Street. Hialeah, FL. 33013 www.nu-vueindustries.com nuvueobellsouth.net Phone: 305-694-0397 Fax: 305-694-0398 ��x��irreeiti�r:� - S!ndfiec�cond 1.0 EVALUATION -SCOPE: Compliance with 20l 0 F orida Building Code- Building and Residential 2.0 PRODUCT DESCRIPTION: Refer to tables 1 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. .. ... . . . . . .. 6. Combined load of Uplift, LI and L2 sh$11 Misty ihd fdllbwing equation. Actual Uplift' + Actual L1 * • +� �Actaak2 .-*=1.0 Allowable Uplift Allowable LI Allowable L2 . .. . .... . .. . . . . . . . .. . . .. . . . . . . . . . . . • • . • . . . • . • .. .. .. . . . .. .. 'i j 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) Atec Associates Inc(Atee) 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 NVTA/N V'I'AS 02-4073/PT 11/6/02 NVTA/NVTAS 02-4074/PT 11/6/02 NVTA/NV'I'AS 02-4075/PT 11/6/02 NVTA/NVTAS 31.22456.0002/ATEC 7/6/02 NV13H 24 024096/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 N VTH/NV THS O4-4698/PT 4/ 15/04 NVSNP3 03-4482/PT 9/15/03 '.NV358 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 034345,43/PT 5/2, 5/5/03 NVHC43,43/2 70-02-94-00381/ATEC 11/27/95 AB5 05-5195,95A/PT 2/15/08 AB7 05-5196,96A/PT 2/15/08 NV HC37 03697.0001 /ATEC 11/27/96 IKE 1 05-5612/PT 3/20/06 IKE2 • • • • d6 �622�P • • • 5/1 /06 NV THJ26 04R-$996 f Pfj Ig j9jO j 3-0 j/PSI 1 /31 /05&2/7/89 NVTHJ28 U4'-49WPT% 13%-W13'05/PSI ... .. . . . . . . . . . . .. . .... .. .. .. . . . . . . . . . . . .. .... .... 1/31/05&12/2/89 Page 3 6.0 DESIGN: I 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. TO '• .� N o.12847 0 . STATE OF • Page 4 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS 14 G Straps, 20 G Seats 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 NVTAS 244 1102 No. of Fasteners each strap 10d Maximum Allowoble Load Ibs Uplift Single Strap Uplift Double Straps Lt 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 strap, use double, • • •; • truss for double strops. • • • For all Loads Cp=1.6 •; ;• Concrete Tie Beam or Tie Beam formed with concrete filled masonry — 0 0 0 2j" 0 Holes Dio." NVTA, NVTAS No. of Fasteners each strap 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 0 09 • • • ili15;- • *2306 520 630 ••••t0i i •f1619 *2322 520 630 •11 • T17t* *2340 520 630 12 1178 *2356 520 630 :3; ; :1,87 ; :2374 520 630 Page 5 TABLE 2 TABLE 3 NVBH 24 BUTTERFLY HANGER NVUH 26 JOIST HANGER FA ~ U W no U Q FASTENER SCHEDULE ALLOWABLE LOADS (lbs.) DOWNWARD 2 m 0 o� N� GRAVITY Wind a co p oo LOADS Uplift Load _ Co=1.0 Co=1.6 2x NVBH24 18 12 6 1113 364 Notes: 1. Values ore based on 11" header and Joist thickness. 2. Con only be used in Non—HVHZ. UPLIFT LOAD 2j" N U W o o t� a FASTENER SCHEDULE ALLOWABLE LOADS (Ibs.) w DOWNWARD WIND o r N x GRAVITY UPLIFT O LOADS LOAD o Co=1.0 Co=1.6 2x6 NVUH26 14 20 10 2233 1213 Notes: 1. Values are based on 3" header thickness and 1 j" Joist thickness. UPLIFT LOAD DOWNWARD LOAD 21' 5j" Page 6 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. 16d Fasteners Maximum Uplift Load (Ibs) TOTAL In each member' Flat Ties Twisted Ties 6 3 588 s 588 s 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 J" diameter Topcons to Concrete Maximum Uplift Load (Ibs) 3 3 s 588 4 4 722 5 4 856 6 5 991 7 5 1125 2. Fastener values are based on a minimum 1i" thick wood members. 3. ' Indicates no. of nails in each connected wood member. 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 loods Co=1.6 4 0 1, O 22 O 0 NVRT Anchor Holes dia. i" a e s e s e e e e s s 1• e e e e s e e s e e e e LENGTH FLAT UPLIFT I I Do not Use circled holes h • 16d }"Tapcons T e 0"'. HALF • • • • • MAW • • • • Connected • ��: *.I • : • to trussl: • • • • i • • • 2j' Min. edge distance s e s e e e • ® a e a e r • LENGTH e • l • • rWISiED • i • ••Tie Beam formed with • • • • • • 0 0 • *0 • 0 concrete filled mosonory or •• • • • • • • • • • • concrete tie beam • • • • • • • i �i 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 t6 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 1 NVTH-36 NVTHS 232 44 1 NVTH-481 NVTHS 244 NVTHS 1" No. of Fasteners in each Strap 10d x 1.5" Maximum Uplift Loads (lbs) Maximum Lateral Loads (lbs Single Strap on Single Truss Double Straps on Double Truss Single Strop Double Strop L1 L2 L1 L2 5 1032 2064 560 525 1120 1050 6 1222 2444 671 630 1342 1260 7 1275 2550 783 735 1 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 783 735 1566 1470 CD=1.6 for Uplift and Lateral loads. 1Y4" slot 0.203'x 1' H MIN. 4" EMS. N VTH 1" . .. . . . . ... . • • • • • • • • totsbie dtrop Double Truss Concrete Tie Beam• • • 0 0• • • or Tie Beam toed; with concrete Riled • • • • • • • • • • masonry •. • • • • • • • • • • • 0 • • • • tY" " O tY4` 274' O tY4 0- --Holes Dia. {" 1Y4' O NVTH, NVTHS f Concrete Tie Beam or Tie Beam formed with concrete filled masonry r TABLE 6 - SKEWED NAIL PLATE Product Code Steel Gauge Fastener Schedule I Allowable Loads bs ( ) Each End Gravity Uplift NVSNP3 16 (6) 8d x IY2" 594 594 13{g 1Y4' 116" V For Uplift, use two NVSNP3, one at top chord andone at bottom chord of the supporting and supportedTrusses in compliance with section 2321.7 of the FBC.3%"Cp=1.0—GrovityCp=1.6—Uplift Supporting Tussop & bottom chord3"Supported Truss Top & bottom chord Hole pattern is Holes 41a' dia. mirror image of the 6(r mac oppsite side NVSNP3 Installation TABLE 7 — NV358-2 Ply Seat Total No. of Fasteners in 2 Straps 10d x 3" Total No. of Fasteners in Seat 10d x 3" Allowable Loads (Ibs) Uplift Lt I L2 8 8 2245 1961 1839 10 8 2525 2206 2068 12 8 1 2808 2452 2298 14 8 3086 2697 2528 16 8 3367 2942 2758 CO-1.6 for Uplift; L1 & L2. 2 ply seal 11058 / 3 Ply pool NV458 H UPUFT �• 1 slot 0.203 x 1' 4' MIA. Pin 1/4-dW Cme is Fmf»trnent. TABLE 8 — NV458-3 Ply Seat Total No. of Fasteners in 2 Straps 10d x 3" Total No. of Fasteners in Seat 10d x Y Allowable Loads (Ibs) Uplift a L2 8 g 2245 2783 2078 10 g 2525 3131 2338 12 g 2806 3479 2597 14 8 3086 3827 2857 16 8 3367 4175 3117 33j i),. yy r O 2)<!' 214" O O 2)S' O Holes Dio.V 14G Ny_La • • • •C A4Re Tie Beam • •a e:3en?armed with Concreia filed Mosonry. a + • • • H' •• • • • • • • • • • •• • • • • • • • 3' NV358 4%" NV458 316"NV358 516' N V458 Side Mew 2W X Page 9 TABLE 9 HURRICANE CLIPS Product Code Description Gau a g Fasteners tad x 11¢' Allowable Loads Ibs Header 3ol,t Uplifta L2 NVHCR HURRICANE CUP — RIGHT 18 6 6 525 253 333 NVHCL HURRICANE CUP — LEFT t8 6 1 6 525 253 333 14G NVTH Strops.NVSTA/NVHTA Assembly 14G Strap Dimension Product Product H Code Code (inches) NVSTA-12H NVHTA-12N N VTH16 12 NVSTA-14H NVTH18 14 NVHTA-14N NVSTA-16H NVTH2O 16 NVSTA-16H NVSTA-20H NVTH24 20 NVSTA-201i NVSTA-22H NVTH26 22 NWTA-22H NVSTA-24H NVHTA-24H NVTH28 24 NVSTA-26H NVSTA-26H NVTH30 26 HVSTA-32H NV11136 32 NVHTA-32H NVSTA-44H NM48 44 NVHTA-44H 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. vwrd wtrl TABLE 10 NVSTA-Single Strop Total No. of Fasteners in Strap 10d x '1Y2" Total No. of Fasteners in 20 GA. Seat 10d x 1Y2" Allowable Loads (Ibs) F'c=2500 Psi Uplift Lt L2 5 6 1308 700 1049 6 6 1426 760 11M 7 6 1545 823 1239 8 6 1664 887 1335 9 777777F1783 950 1430 UP ~d L2-2i �t- NVHCR Li TABLE 11 NWHTA—Double Strops Total No. of Fasteners In two Straps 10d x 1h" Total No. of Fasteners in 20 GA. Seat 10d x 1h" Allowable Loads (Ibs) F'c=2500 Psi Unless Noted upnft Uplift a is 10 6 1772 2078 1050 1450 12 6 1994 2338 1181 1631 14 6 2215 2598 1312 1812 16 6 1 2437 2858 1444 1994 18 6 1 2658 1 3117 1575 1 2175 C =1.6 for Uplift, L1 & L2. O O x+ T Side View O 20 GA, Seat 14G NM 1Y," 1Y4" M h- H • 0 1ii 4 e 2 4" Min. 4' Min. Concrete UPLIFT Concrete UPLIFT slot 0.203'X 1' Embedment. Embedment. L2 Pin Wdlo. _�- " L2/ NVSTA 1211 •• •• ••• • ••� •• 44H • • • • • • • • • • ••• •• • • • •• Reinforced Concrete Reinforced Concrete +— tie boom Min. 2#5 ae t»am Min. 2#5 Top R bottom or reinced Top d bottcrn or reinforced `Ll • • iatoret• ljlotk wol � • • • ' Concrete block wait • • • • • • • •. • • •• • • • • • • • • • • • • • • • • • • • • • ti I TT L Page 10 TABLE 12 JOIST SUPPORTS 18 G NVJH JOIST SUPPORTS Allowable Loads (ibs) Product Dimension Joist Double Single Fasteners arodty t.00ds t00% Upliftt.00ds tsoz Code inches Size Header Header Double Single Joists Double single Single s Double W H as Size Size Header Header Hower nande, Heodere NVJH24 1 3 3 2x4 2x6 2-2x4 2-2x6 2x4 2x6 6-10d 6-10d x t15' a-tod . tg' 744 744 493' NVJH26 1 �§ 5 3 2x6 2-2x6 2x6 10-10d to-tod . i)<j' a-tod . I)V 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 . tn' y-tod x lh* 1736 1736 1079 2x12 2-2xl2 2x12 Use only in non-HVHZ Single Header 1-2x 37_,,, Double Header t 4 o i H ° 0 1 , NVJH 26 as shi NVJH 24 dt 28 similar but with BS different holes. � w 0 TABLE 13 NVSO 236, 16 GAUGE, HEAVY DUTY FACE MOUNT JOIST HANGER Fasteners Allowable Loads (Lbs.) Joist Header Header Joist CRANATY Uplift Size Size CD=1.0 C0=1.6 14-10d 6-10d 1758 1108 2-2x8 -•- 14-16d -- 6-16d 1875 1279 2x6-8 2- 2-2x10 2-2xi2 4— •x 3' Leg Screws 6-16d 808 1217 Header 2-2X Minimum M xx O O O ° 4, O °C O • • • • • • • t 31i' • ••• • • • • BOLT HOLES 1 /2" DIA. • • i i • • • • i i 4.41 • 11 NAIL HOLE 3/16" DIA. • • • • • • • 1)1 • • • • Ate_ i. Joist -2X Minimum Page 11 TABLE 14 TOP PLATE ANCHORS NVTP & NVTPH Size Product Code Gouge Dimensions (in) A B 2x4/4x4 NVTP4 20 3�' 8" 2x6/4x6 NVTP6 20 5j" 8" 2x8/4x8 NVTP8 20 7j" 8" 2x4/4x4 NVTP4H 18 3�" 8" 2x6/4x6 NVTP6H 18 5j" 8" 2x8/4x8 NVTPBH 18 7j" 8" Product code Total number of fasteners 10d x I V' Max. Uplift Capacity (Ibs) 6 8 10 12 NVTP 4,6,8 828 1087 1348 1605 NVTP 4H,6H,8H 938 1207 1476 1745 if" A 0 8 0 o ° 0 0 0 0 0 0 0 0 Notes: 1. One half of all specified fasteners shall be used on each side of the stud to achieve tabulated values. 2. Co=1.6 for Uplift. TABLE 15 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. FASTENERS DESIGN LOADS(LBS) PRODUCT DESCRIPTION CODE HEADER JOIST UPLIFT a L2 NVHC 43 Hurricone Clip - Wide 9-10d 9-10d 687* 407 308 NVHC 43/2 Hurricane Clip - WIdex2 10-10d 10-10d 917 547 432 *For Uplift, use two clips, one on each side to comply with section 2321.7 of the FBC Co=1.6 for Uplift, Lt & L2. 1 %H "t 3kz" 2A4, . 1.Y n •) I. n„ • M 1-2X(th'wide) 6. UPLIFT UPLIFT 2-2X 3'NSde 5 4" NVHC 43/2 NVHC 43 Use 2 dips 00 L2 NVHC • • • • • • • • • • one, on each side L2 • • • • • • • • • • •• • • • • • _ (1 • •• • • • • ••• • a —...`� ••• • • •• • et • • • • • • • e • • • • • • • • • • • • 00 • • • • • Adq Page 12 18 Gauge Angle Clips. Table 16 Product Dimensions (inches) fastener Schedule Allowable Loods(lbs) Code W1 W2 L Header Joist F1 F2 AB5 %* 24f6" 5 3-10dxl)k' 3-10dxl)�" 511 595 A137 1X" 2%d' 7 4-10dx1)¢' 4-110dxt)�" 582 794 Notes: Nail wider angle leg to Joist and Shorter leg to Header. CD - 1.6 for Ft do F2 W2 W1 0 0 0 O L 0 0 0 0 AB-7 W2 W1 0 0 0 L 0 AB-5 18 Gauge NVHC 37 5WAY Grip Clip (520) Table 17 Nail Schedule Allowable Design Loads(lbs) Header Joist Product Code Description Uplift Ll L2 or Plate or Stud 16-8d or 12-8d or NVHC 37 Way Clip 710 580 730 16-10d 12-10d CD = 1.6 for uplift, L1 & L2 w fral UPLIFT Page 13 F&MMORTAIMAMMOMM • Product Code Allowable Loads (Its) S. Pine Noil Schedule up lift 160% 100X Gravity 115% 125% Header Nails 16d e Hip Nail IOd Jack Nod tOd aE37 c d toW1 NVTHJ26 1478 2444 2444 2444 16 4 2 3 5 NVTHJ28 1931 3229 3333 3333 20 5 2 3 5 Note: For 1-2x members 10dx1}�' nails can be used e Left a e Right e b— rti+ —d— a —b Jack 1-2x UPUFT i NVTHJ-28 as shown NVTHJ-26 similar 20G Stud Plate Ties —Ike Table 19 Product �e Dimensions (inches) Fasteners Allowob W H L Stud Plate uplift IKE t 1J¢' S' ,2 6—tOd 4—IOd 787 IKE 2 1)4' 6%' 314' 6—t0d 7—IOd 932 4511 CD = 1.6 for uplift, Li & L2 L "I -71-w� 1 IKE-1 03/16' (ISOMETRIC) Typ 03/16' �L�T • �• 111 . r H Typ ttE-1 115E-1 • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • UPUFr TYPICAL IKE1 iNSTAUXION Page 14 Deep Seat Truss Anchor. They ore designed to resist lateral and uplift forces. The strop is made of 14 gouge steel and the seats of 20 gouge steel. Table 20 Assembly Dimension Total No. Total No. of Allowable Loads(Ibs) Product H of Fasteners in Strap Fasteners in 20 GA. Seat F'c = 2500 si p Code (inches) 1Do. ljl" IOdxlje2" _ Uplift Lt L2 NVSTA12 12 5 6 1046 700 1049 NVSTA16 16 6 6 1141 760 1144 7 6 1236 823 1239 NVSTA20 20 8 6 1331 887 1335 NVSTA22 22 9 6 1426 950 1430 CD = 1.6 for uplift, L1 & L2 �NVSTA24 24 Holden Double Strap Riveted Truss Anchor. They are designed of 14 gouge steel plates to resist lateral and uplift forces. The seats are node of 20 gouge steel. Table 21 Assembly Product Code Dimension H (inches) Total No. of Fasteners in two Straps 1Odxij2" Total No. of Fasteners in 20 GA. Seat 10dxtj2" Allowable Loads(lbs) F'c = 2500psi (unless otherwise noted) Uplift lift i F'c = Uplift Lt L2 NVHTA12 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 1 2259 1 2649 1575 2175 NVHTA24 24 CO = 1.6 for uplift, L1 & L2 UPLIFT .. . .... . .. .. . . .. . .. . . .. . . . ..... . . .. 000 000 . . so: UPUFT .. .. . . .. . . .., . . .. . ... . ... .. . . MIAMUDADE i 4ml > �'COUNTY, FLORIDA ® PROD CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (f2. 11 05 SW 26 Street, Room 208 BOARD AND CODE ADIMNISTRATION DIVISION 786) 32L2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) fn [) +y�•nantida�� ov/CCO1omy PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 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 Nliami—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 Doon• 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 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 N"A..4hgiZ be provi�deo to. user by the manufacturer or its distributors and shall be available for inspection at the j'ob.s* dt tine:-equest of the Building Official. This NOA revises and renews NOA No..Ik-1d;3.14;atid egoWs`tct Uthis 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. • ••• . . .. �r n� • • • • • • 666 • : : : : NOA No. 1�t-1117.05 MIAMt DADS COUNTY,E� • • • Expiration Date: Fcbruary 24, 2020 t t� 9,1015 Approval Date: February 1 2 Page 1 .... ....... . ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBINUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 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. (Submitted udder previous NOA No. 11-1013.24) f 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. (Submitted under previous 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 under 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. FTLA527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) .. .... . . . . .. . . . ....... Jaime D. Gascon, P. F. 0 0 0* 0 0 0 Product Control Section Supervisor ': ;. • .'" ; ; • ; ; 0 ; NOA No. 14-1117.0. ' Expiration Date: February 24, 2020 Approval Date: Februaryl9, 2015 . V .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uruforni 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-4315, 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 FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, 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 ruiner previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5°i 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;QJ2, .1�5 i§sued to -,Eastman Chemical Company (ILIA) for their "Saflex CP - Saflex aAd%4flDx= Viniposite Glass Interlayers with PET Core" dated 06/19/�1a�F, e� irir}g on;2if;/lg. ='1 Jaime D. Gascon, . E. ... . . .. 0 Product Control Section Supervisor • . NOA No. 14-1117.05 . .. . . . . . . . . • Expiration Date: February 24, 2020 Approval Date: February l% 2015 ... . . . .. .. . . . .. .. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBI IITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (NIA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEAWNTS I. Statement letter of conformance to FBC-2010 and complying with FBC 5" 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 manufactuer, 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 10/11/11, 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 frill 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. (Submitted 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 under previous NOA No. 09-1028.10) .. ... . . . . . .. Jaime D. Gascon, P. E. • • • • • • • • • • • • • • .'. Product Control Section Supervisor • • • • • : • • : NOA No. 14--1117.05 . .. . . . . . . . . • • Expiration Date: February 24, 2020 Approval Date: February 19, 2015 . . . . . . . . . . . . V .. . . . .. .. ... . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 9. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FT"527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, I� I'L-4529, dated 02/14/05, FTI-4530, dated 02/14/05, I+ U-431.1, dated 09/01/04 and FTL--4312, 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. .. ••• • . . • . •• . ......... • ... • • • • • Jailne D. Gascon- P. R. • • • • • • • • • sodUct Control Section Sll ervisor • • • • • • • • • • • • NOA No. 14-1117.05 • •• • • • • • • • • •' ' ' ' Ilpiration Date: February 24, 2020 Approval Date: February 19, 200 • • • • • • • • • • ••• • • • ••• • • NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S) .ram 1. GLAZING OPTIONS: A. 7116" LAMI CONSISTING OF (1) LITE OF 3116" 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 M. C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNI=ALED GLASS AND (1) LITE'OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7 16" 1 AMl CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8" II I.G.ICONSISTING 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" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE,' 1/4" AIR SPACE AND (1) 7116" LAMI GLASS ASSEMBLY INSIDE (3116" HS,.090 PVB, 3116" HS). G. 7/8" LAMI (.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075 VANCEVA, 3/16" HS). H. 7/6" LAM1 W. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/1W HS,.075 VANCEVA, 3/16" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300-02, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AS TM E1300-02. 3. CONFIGURATIONS: X O, XX, X0, OK XXX, XXO, p)C)(, O){p, XXXX, JCXXp, 0XXX-, CR 0 Q WHERE O 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' BWpTH 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. ANSI/AF&PA NDS-2006 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL NOA DRAWING MAP TOPIC S_ HEE1 GENERAL NOTES ............ 1 CONFIGURATIONS .... ...... .1 GLAZING DETAILS,.......... 2 DESIGN PRESSURES...... 3 ELEVATIONS ................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS........... 6 PARTS LIST ..................... 7 EXTRUSIONS ................... 849 ANCHO RAGE.—.,...._... 10-1 PRODUCT RENBWED 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY as 0°mp1Yhi8`Alhthe Fbnda �; CJ HURRICANE ZONE (HVHZ). Building CodeAcceptance No E, ABy ._._.__. Mismi Dade Pro Control • .1111tt1it/. '' I K"w JUPDAiEDWILDINO CODEAND DESIGNM?NUAL YEARS. W,22AM C ADDED mrRE?ORrNUMBERS. n(nr✓tn I (NOCliWCFSTHIS SHE67 J.J. 1CY12111 E F8C 2010 CODE CtMCE YAn rTi �. [jF. S,� FK. 12123104 L.T. 418105 q '0 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOK0,Vj , FL 34274 GENERA(. NOTES AND DRAWING ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0750 I FUL y t d 12 1 8000-11 1 E tI1 LU Ov� FLOR\O,. A. LYW MILLA, P.E. FL P.E.# 58705 F is EXTERIOR 7/16" NOM. - 3116" ANNEALED OR HEAT STRENGTHENED GLASS _ .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED GLASS 91 OR 92 105) 5/8" GLASS INTERIOR GLAZING DETAIL I SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER EXTERIOR EXTERIOR 7/16" NOM. •- 31-W ANNEALED OR HEAT STRENGTHENED.G LASS - .076" VANCEVA INTERLAYER —3116" HEAT STRENGTHENED GLASS 105) 5/8" GLASS ( TERIO GLAZING DETAIL `- SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 718" NOM. 3/16" TEMPERED GLASS AIR SPAC! 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER -n — WHEAT STRENGTHENED GLASS 95 OR 96 108 109 90 105) 5/8" INTERIOR EXTERIOR 7/8" NOM. 3118" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 97 OR 98 109 108 90 —'— `— < i ll� - 105 t 5/8" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER lwizroa B NOGHAIIG&THI3SHFEr 1070TECHNOLOGY DR1VE GLAZING DETAILS *I: RlifOxw V4 Q NO CHANGE THIS SHEET NOKOMIS, FL V275 P.O. aQx Iwo NOKOSIIS.fl34274 a r� -- ALUM. FRENCH DOOR & SIDE L/TES, IMPACT oln�ro 'ee o NoCHANG STHIS6HEEr daYcM oer -- _ _ ?/23104 L. 4/8/05 s�s.sr I'll, aarr FUL t�wt tr.tyesx Rw FD750 2 a 12 8000-11 E . . .... ...... ...... .... ..... uQ t,lt� �l�•Wtr�. PRODUCT RENHWED w complybV with the Florida Building Code Aocsptance Na AY -- Mimi node Product Control \YNN MIt4�i� �yo.5s�o� sip W- A. LY'ONLLL P.E. FL P.E.# 68705 Fable 1. Maximum Desiqn Pressures (DSf) Configuration Width (in) Allowed Glass Types Height (in) 8 79 3/4" (6) 83 3/4" (70) 87 3/4" 91 3/4" v 95 3/4" (8 ) 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 -100.0 +100.0 -100.0 +100.0 -100.0 Door ` 70C 71 3/4"-(6°)' 1A,E +70.0 -80.01 - +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80,0 C,G +100.0 -100.4 +104.0 -140.0 +100.0 -10 00. +100.0 -100.0 +100.0 -100.0 Full Jamb 3611116" 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 . -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Narrow Jamb _0 11l16'� 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, 0, 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 -100.6 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 1 +100.0 -100.0 1 +100.0 -100.0 +100.0 . -1G0.0 +100.0 -100.0 l-able 1 a: Glass Type and Test Report Number A - 7116" LAMI (3/15"A,.090 PVB, 3/1611HS) FTL4311, 4312, 4315 B - 7/16" LAMI (3/16"1-15,.090 PVS, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 C - 7/16" LAMI (3/16"A,.076 VANCEVA, 3/16"HS) FTI.4527, 4528, 4529, 4530 D - 7/16" LAMI (3116"H$,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PVI3, 3/16"HS) FTL4311, 4312, 4315 F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FT- 4311, 4312, 4316 G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.076 VANCEVA, 3/16"HS) FTL-4527, 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 FTL-4527, 4528, 4529, 4530 All fafzna 0 +W0;7- Dab: Rsfsk J.R. ow2mA C /.' Dtb; Revfs.E J.RL 012N10 0 ntn BY [Sala• Ct,ecke F.K. 12123104 L•7 r OVERHANG LENGTH OVERHAFNG 0� HEIGHT a 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 +50,0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF, FTL-5941) .000 . . . .... .... ...... .... .... . .. ...... . . . Tgr<vs�►�•• IngW11% lC��i H •..• "40649" N-W }F�v.• • •• .000 • • • ATV Ti4P1E 1 TOASTM E tAw2 fO7o TECIINOLOOYDRIVE DESIGN PRESSURES 'DEQ NOT0014GRAM FOR LOW RISE SILL NOKOMIS, FL 34275 M., ) C- WIG9S WIS SHEEr P.b, Box 1529 ALUM. FRENCH DOOR & SIPE L!•T'ES, IMPACT - -_w NOKOMIS, FL 34274 a«wr�ror a met a**ry+u.------j1r% 4/8JD5 ® FD750 NTS 3 a 12 8000-11 ! I; ;ODUCT RENEWED complying with the Florida lili,iIII �,� LYNN 0 . • (�c * No.58705 �[[1 •. SPATE OF >,S/4NA\- \ A. LYNNIWL�ii, P.E. FL P.E.4 58705 95 3/4" MAX. HEIGHT ALL 79 1 /8" MAX. DLO ALL 1--7313/16" MAX. WIDTH LE . . . . . OXQRXO 37" MAX. WIDTH 25" MAX. -, DLO ALL X - UNITS x }-•- 110 5/8" MAX. WIDTH U77 ..,I OXO �71 3l4" MAX, WIDTH XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION, 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. fo/12" I e J.R I to p osFx fc� P,Z 12123/04L.T 7711S CI GWOES M13 SHEET '0 TPCHNOLOOYARW NOKOMIS, FL 34276 P.O. BOX 1528 NOKOAf1S, FL 34274 145 318" MAX. WIDTH OXXO (SHOWING EACH VERSION SIDELITE).... . . .... .... 36 11116" 36 11/16" • MAX. WIDTH MAX. WIDTH •••;•• • 000 25" 33 3/16" � P'lI�4tCT t�:V1Kli�• . .• MAX. DLO MAX. DLO. �'► =rilti�.t�o6lo'tl .... l00 .... PRODUCT REMWF.D as complying with the FloridaBLdldingCode -� . Acceptertce 'oA �r�. T• . O (FULL JAMB) O (NARROW JAMB) EXAMPLE ELEVATIONS nw: — ALUM. FRENCH DOOR & SIDE LITES. IMPACT F0750 I NTS 1 4 a 12 I —_ 8000-11 f E UNN No.58705 CUz STATE OF lV /ONA\- A. LYNOMILWk P.E. FL P.E.# 58705 XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION, 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. fo/12" I e J.R I to p osFx fc� P,Z 12123/04L.T 7711S CI GWOES M13 SHEET '0 TPCHNOLOOYARW NOKOMIS, FL 34276 P.O. BOX 1528 NOKOAf1S, FL 34274 145 318" MAX. WIDTH OXXO (SHOWING EACH VERSION SIDELITE).... . . .... .... 36 11116" 36 11/16" • MAX. WIDTH MAX. WIDTH •••;•• • 000 25" 33 3/16" � P'lI�4tCT t�:V1Kli�• . .• MAX. DLO MAX. DLO. �'► =rilti�.t�o6lo'tl .... l00 .... PRODUCT REMWF.D as complying with the FloridaBLdldingCode -� . Acceptertce 'oA �r�. T• . O (FULL JAMB) O (NARROW JAMB) EXAMPLE ELEVATIONS nw: — ALUM. FRENCH DOOR & SIDE LITES. IMPACT F0750 I NTS 1 4 a 12 I —_ 8000-11 f E UNN No.58705 CUz STATE OF lV /ONA\- A. LYNOMILWk P.E. FL P.E.# 58705 OXXO (SHOWING EACH VERSION SIDELITE).... . . .... .... 36 11116" 36 11/16" • MAX. WIDTH MAX. WIDTH •••;•• • 000 25" 33 3/16" � P'lI�4tCT t�:V1Kli�• . .• MAX. DLO MAX. DLO. �'► =rilti�.t�o6lo'tl .... l00 .... PRODUCT REMWF.D as complying with the FloridaBLdldingCode -� . Acceptertce 'oA �r�. T• . O (FULL JAMB) O (NARROW JAMB) EXAMPLE ELEVATIONS nw: — ALUM. FRENCH DOOR & SIDE LITES. IMPACT F0750 I NTS 1 4 a 12 I —_ 8000-11 f E UNN No.58705 CUz STATE OF lV /ONA\- A. LYNOMILWk P.E. FL P.E.# 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD 61 MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL sides Rtvbbris- F.K 10/(ZW 9 REVlSErj'FJ• 3. SHONALI ww'RrAtfana J.R. VA12m QADDEO LOW RISH SILL J.R. NO CHA W$ THIS SHEET YM1 By: Date: _ C1r:ckeQ Oa;,; 1 NO INTERIOR A 1 7 VERTICAL SECTION B OUTSWING HEAD 4 OR 7 ORIGINAL VERSION TOP RAIL 21 � 55 ALTERNATE VERSION TOP RAIL - MAX. DLO HEIGHT ORIGINAL VERSION BOTTOM RAIL 22 ® 56 ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL oavpdar - -- RA1Llxrnusiorr. VERTICAL SECTIONS 1070 TECNfrOLOdY DRIVE - NO#OWq, fL SIM Tow- — ---- - -- --- P.O.egxl52n ALUM. FRENCH DOOR & SIDE LITES, IMPACT NOKUSl1S, FL 34274 ® W6&ktd0.1 sr�0: u»x r+ fvm. kv17 FD750 112 5 d 12 8000-11 E em"WeT RIrvtw 0tv • • •. • In& witTijW, 3v'rht%ru Cock • • LODUCT RENEWED oomplytng with dw Florida Wing Code , xwtenoe No "` ' l I I I I I I I I LYNIV A �` /,,� i No.58705 O '• STAT GO ///,/%%NAL 1 A. LY�J�l�l'vllLlER, P.E. f-L REJf 58705 OXXO HORIZONTAL SECTION SHOWING. }.OF EACH SIDE LITE TYPE r 1 vi atrev VI✓L a..l 1 L (AT HINGE JAMB) 10112" w 0=1ty F.K. L, T. MANOF9 7H/S SHtE r i„vvC aj/-%lvlo I U nliyVc jmjyra (NOT SHOWN ABOVE) SIDE LITE JAMB SIDE LITE 1070TECfUt OQYDRIV,- HORIZONTAL. SECTION DFTAILS MOKONS, n 34275 iw P.O, sox 1529 ALUM. FRENCH DOOR c& SIDE LITES, IMPACT NOK%fl§, FL 34274 RT, �•+�" `.k° S:at tk •• mx JRl F0750 112 6 « 12 0000-11 �l _ kN 1•of* • 09 • 1•• • • • FL°a�o ev �&SION o� A. LYN(V{(LLf�, P,E. FL P.E.# 58705 FD750 DOOR/S1 ifFM D1YQ4 DESCRIPTION PGTJJ FRAME KfT PARTS i 800E FRAMR-HEAD&HINGEJAMB 68W6 2 8003A OUT-SWINOSIM 68003A 3 8003C_ 0{JT-V%yIKOSiL1.COVL9t 69004C 4 8008 _ DR1P C P -OM 5 ......••••• HFAD.$ILLteJAMB WEATH63TRIP SCHLWAL U8333 85W 6 8007 SCREW COVER 68007 7 8009 INSTALLPL.ATE 68009 8 ......... FRAMSASSEMBLYSCREW 98 X V Pl1 UAD 781 A 9 8032 ST LITIpSEAL 4$032 10 - S-8 -SWINt3SLL LOW 111S13 45058 R PANEL 5 . •• HEAD SILL&JANIB WLtATH[RSTRIP SCHLEGAL U83337TM 20 8012 STILE 63012 21 $014 TOP RAIL, HREADO) ROD DESIM 6W14 22 9013 BOTTOMS }tAl BREADED ROD DESIGN 69013 .23 8017 TOPSWIEP 68017 24 8OJ6 77OM SWEEP 68016 25 ......••••• SWOEP SWAVS, H4 X I/2' p0j, PN 6 801$ ASTM%6 ACT VE & INACTIVE 68015 7 80zIJ3... 1tHIN, JAMPSiPB 6W71B 28 WA, P—EAKHMOR COVER 68020A 29 8018 : MAIi. N- - PACK -UP PIAT13 68018 30 8019A 4F/1RH1NCF,DOORSIDE 6W19A 31 8035 GP ` pFARIFiQ 68035 3 SEI'-SCMV96-32x114' 33 ........... Ca R NGF MTQSCREW yt2x3/4'TRUSSHD. 34 GMR _ N�MTG SCREW 912 x-i JW TRUSS HD. 35 ......... ... 7 - E EA ply ROD 511E 18 X 36' 6T90DA 36 •..: FIANGm N.UT5/ &I8 7990NUTA 37 9039 TRUSSCL.AMP ' 60378M 38 8053- 8/5(EARtATCHMl3CHANISM ASHLAND 39 8030 LACK _ K 48030 40 LATCH AS&YSCREWS #8X2' SSPHHLTRHD 78XXfPAX 41 8037 _ W SHOOT DOLT ROD SULLIVAN 42 8045 S ANDAKDFWSHBOLTS W/SSROD SUUJVAN 43 8031 ISHOOTDOLTOUIVE 48031 44 SliQOf KXXGUIpE&STRIKE SCREW 8-32X318' SSPHILLTRHD 78X38PM 45 80389 R1Ckff_ ST. KEPLA'TL?ATASTRAGAL ACTIVEtHNOM!FFT W511043St 46 8038L LEFT -STRIKE PLATP AT ASTRAGALACTIVEHINGEDR[ W5110.44SI 47 — STRIKE LA'fESCRL�VS 8.32 X 3/8' SS PIIILLTR HD 78X38PFTX 48 ....... -- S RIKEPL k GMIDDLSSCRIAV 6.24X I/ ' FH 7612FPTX 49 803E STM-PIATHATHFAD&SILL 50 --1 HPAD S WFI SCREWS SS 8 X 112 PHIU, FH 7858ZAX 51 STRIKEPLAI'CSCREWS aSILLSS8X112PHILLUNDERCUT FIt 78X12PFHUX 52 8041 ACTIVETRIM SET ASHIAND 53 WQ PASSiVTSTRINI SET ASHLAND 54 8044 STAINLESS STEEL PASSIVELOCKCVAR ASHLAND SS _ 8014A TOP RAIL OBOLTDESI 68014A 56 8013A 80TTOM RAIL LAG BOLT DESIGN 68013A 57 ......••••• 5/16' x2l/2' LAOBOL•TS 7516113011TX r.rc 1 r W IMM H I UPDATE ITEM 3. ADD ITEMS 65, 66, 67ANO 64, Rwsd W. oeta Rnlakvu: J.R I OS/2_?,t?9 C ADDED LOW RISE SILL naQBY W RatiUva: Ot I 01w(o p NO CHANGES THIS SHEET ar Daly CheakW pate —' F. K, 12/23NO4 L. T 418105 0 al FD750 FUMJ,4MB SIDE LITE I'TE71I DWGN DESCRIPTION t?t;Ty 1 8006 FRAMS-HEAD SILL.&JAMB 68006 4 8008 DRIP CAP 68Q08 • 6 8007 SCRW COVER 68001 7 8009 . INSTAM PIAT13 68W9 8 FRAMEASSEMBLYSCREW #8 X 1" PH UAD 78I A 20 6801.2 21 $014 TOPRAIL 68014 22 1 8013 IBOTTOMRAIL 68013 35 ......... THREADED ROD S! 6.18 X 36 ROPA 36 ......•-•••. FI ANC,FAHEXNUTS/ib t8 7990NUTA 37 9.039 TRUSS.CLAMP 60378M 60 ........... N8X3/4" PHS DRIVETEKSCRMV 7SX34PSTW 61 8028 -SIDE 11TEHFADTLLIM 6M 621 8029 ISIDEUTEJAMB TRIM 69M FD750 NAR. OW JAMB SIDE LITE l I 800E FRAME-HEAD&SILL 6800E 4 M. pRIPCAP 6$008 6 8007 ISCRW COVER 68M 7 8009 INSTAILPLATE ¢8009 8 ........... •ILAMSAS; Ff ti%i 3LYSCRE%V N8X I" PH UAD 7811?QA 21 14 TOP RAIL. C,gq)4 22 8013 g9112M RAIL 68013 35 -•-•-•--• THREADED 9W 5/16•I8 X 36 47'RODA ... FLAwEp NUT 5/I6.18 7990NUFA TRUSSCIAMP 603UM E378O39 y8XV4' PHS DRIVETEKSCREIV 78X34PSTW SINtJTBHPADTRIMFRAM • JAMB 68010 ASSIEMBLOC KIT 80 893313 JFRENCHDCORASSWBLYI3PAM 68033B 81 •••••»••••N10-24X21/2"PHSCRMV 82 ......••••• #10.24HBXNUT 83 ......••••• B12X 1 1/2' TRHDTIZCSC'RH1V 84 9056 SU13SILL, OPTIONAL 69056 GLASS, B190S & SILICONE 90 --•- C ZIN'QS1 AtANT IX}1V CORNING 899 983, 99S OR • IVALMT 91 ......••••• 71t6" LAMINATED G ASS 3/16' ANN..090 PVB, 3/I6' HS 92 •••••^•••• 7/16" LAMTNATF.D GLASS 3/16' HS, .090 PV0 3/16" [IS) 93 •-•••••••••7/16" LAMINATED GLASS (3/16'ANN•„075VANCEVA,3/16"HS 94 •-••••.• 7/W LAMINATED GLASS 3/16" I{S..075 VANC'EVA,3/l6" HS 95 ......••••• 7/8' LAMI I.G.3/16' T, 1/4" SPACF, 3/16" ANN.,.090PV8 3/16' HS 96 --••••••••. 7/8" LAM 1.0. 3/16' T, 1/4' SPACE, 3/16" HS,,.090 PVB,3/16" HS 97 •••»•»••• 7/8" LAM I 1.0. 3/16' T, 1/4' SPAC 3/16' ANN,075 VANCSVA,311V HS 98 ........... 7/8' 1AM11.0. 3/16" T, 1/4' SPAC 3/16" HS..075 VANCEVA 3116" HS 105 1 8022 BACK BEAD 68022 106 8026A SLBACKBEAD 68026A 107 8023A 7116" BEAD 68023A 103 8024A 7/8'IGBEAD 68M4A 109 1224 \gNYL, BULB WS'TP (rH(CK) 6TP247 0 1070TECHNOLOOYDRIVE PARTS LIST NOKWIS, FL $4278 bk. P.O. 110K W ALUM. FRENCH DOOR & SIDE LI TES, IMPACT NOKOMlS FL 34274 J tkPA%n*at sc.;* :+pet av;'� tb P—: FD750 NA 1 7 a 12 8000-1 I E •.•• . . .•.. •••• • •• • • •• • •••••• •••• •••• • 0 •... • ICT RKVUbWo wft•• ••:• • pb •••• • •• • • ••• • Or • • • • • •••• • •• • PRODUCT RENHWED as complying whh tto Florida Building Cods Acceptance No 1-14 Expiration Date Miami titltilll!! � tso 5g7a5 i , _ ' Ot- Cam,• ;p0, -LOR\� A, LYWtv1IL LL , P•E. FL P•E.# 58705 .062 1.000 .L � 3.63G---+-•t #8006 6063-T6 FRAME, HEAD, JAMB AND SIDELITE SILL 3.018 .050 - - - p-{ 1.278 I - .0j- 2,236 .583 O2 48003A 6063-76 OUT -SWING SILL ,060 - 4 1.353 •*-- O#8004C 6063-T5 A OS SILL COVER .,...I 1 27 k.� .062 j} 1.376 .583 ---t- 3.636 O#8009 6063-T5 A��G#8056 6063-T6 INSTALL PLATE OUT -SWING LOW SILL c 1.938 C v 2.000 i3.9901 = I 4.027 j. 1.033 .050 20 #8012 6063-T6 STILE 1 .498 1 #8008 6063-T5 DRIP CAP 1.940 .050- 1 .160 rj IQ 311 1- 0-T .040 G #8007 6063-T6 SCREW COVER O#8017 6063-T5 23 TOP SWEEP T 050 1.467 :797 TFC72.240 O #8013 6063-T6 O #8014 6063-T5 @BOTTOM #8016 6063-T5 BOTTOM RAIL TOP RAIL SWEEP 8.250 #8013A 6063-T6 56 BOTTOM RAIL, LAG BOLT DESIGN s DJi2N10 p T HOCtWNOE97N/3&HEEr c CYlolksa! D W3104 L.r. eb: 41"5 1.93E 1 1.0 —4,434 --- j 075 1.4167 1.170 1 2.644 #8014A 6063-T5 #8015 6063-T6 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL 1070TCHNOLOOYPRNE EXTRUSION PROFILES NOKOMIS, FL 34275 tmc P.O. BOX 1529 ALUM. FRENCH DOOR & SIDE L HOKOdpS, FL 34274 'Li - ® ar+,msWc, snxe a* FD7M -- 112 -8 d 12 IMPACT 8000-11 ( E • • • • . . emilQcrUvi"..' ... mwfp4ywg +� tle t+ . ... *0 Pau • ••• • ...... . . ... ••• • • • tODUCf RENEWED u• PPl w1th the FWWa *-'Durres No s oy \yV--- �,�� •. ��r3sE 4' � � i * typ 58�p5 STATE SSIONAL A. LYN�I MI�� R P.E. FL P.E.# 58705 D• �--- 2.260 075 27 #8021 B 6063-T6 GEAR HINGE, JAMB .050 438 61 #8028 6063-T5 SL HEAD TRIM .442 965 iq 10 #8022 6063-T5 BACKBEAD F.16 ---�{ .742 1 (_363 0721- 7 28 #8020A 6063-T6 GEAR HINGE, COVER �3.775.326 .125 T .050 . 84 #8056, 6063-T4 SUBSILL, OPTIONAL 1.169 .965 J_ 045 #8026A 6063-T5 106 SL BACKBEAD 1TFllS 3. J.R Ofr?5�10 p NOCHANGES THIS SHEET FK. 1?J73/04 l.T. 4/8IU5 I - .142 ' .301 29 #8018 6063-T5 HINGE, BACK-UP �1.s12-1 a75 1000 �-�---�2,438.100 30. #8019A 6063T6 37 #8039 6063-T6 GEAR HINGE,' DOOR TRUSS CLAMP rjT.06-2�f �- 1.000 3.636 -" ----- � @ #8010 6063-T6 NARROW SL JAMB ,750 .045 #8023A 6063-T5 10 7/16" BEAD .040 .437 ,957 �- 48024A 6063-T5 108 I.G. BEAD .12 1 #80336 6105-T5 80 FD ASS'Y BEAM �-�--- 2.313 --� .050 62 #8029 6063-T5 SL JAMB TRIM 1070 MCHxoLOGYORWE EXTRUSION PROFILES NOKO IS, A S4276 Tf - P.O. [lox r528 ALUM. FRENCH DOOR _& SIDE LI TES, IMPACT NOXO IISF, FL 34274 suiw� RW.. - F0760 112 9 d 12 8000-11 E 0000 * 0*0he • • • . • . got :ODUCT RENE- WED eotnpSying whit the Florida itding Code cept&tce Nod-4—j j rj. 0. Dade ��ltftltl, \3NN M/�� iyQ 61B705 �111. � '0'p gTPSE OF A. LY�iJ�ij11(iL�t, P.E. FL P.E.# 68705 • • : JAMB —A AN_CHORS 18.600" HT. QTY. MAX. 95 3/4" - (5) O.C. 91 314" - (6) 87 3/4" - (6) 83 3/4" - (5) 79 3/4 - (5) 11." aETAIL A (CONCRETE) A (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 10.571" MAX, JAMB A ANCHORS BHT. QTY. 95 3!4" - (8) 91 314" .(8) 83314"-(7) 79 3/4!'- (7) 11" ® DETAIL B (WOOD) ($INGLF- PANEL) ANCHOR TYPES: 2OR3 ANCHORAGE SPACING REQUIREMENTS: 3 MIN. ATYP. HEAD & SILL ANCHOR CLUSTER (TYPICAL) JAMB ANCHORS HT. QTY. 87 3/4" - (6) 83 3/4" - (5) 79 3/4" - (5) ® DETAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: 1 OR 2 -1 1 18.600" MAX. O.C. 11H SEE NOTE 5 REGARDING APPLICABLITY OF ENCIRCLED ANCHOR LOCATIONS 12" A 611 9" I. 3" 3" MIN. - HEAD & SILL ATYP.� ANCHOR CLUSTER (TYPICAL) JAMB ANCHORS ® HT. QTY. (2) EQ. (3) EQ. 95 3/4" - (8) 91 3/4"-(8) SP. TYP. SP. TYP. 87 3/4" - (8) 83 3/4" - (7) ® DQTAIL p (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 1 318" MIN, EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN, EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) A HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS. JAMBS ..................... 1ill 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. 5. 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". JAMBS.....................110 MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. FX 10/1zw 8 REVISE ANC1fOAd0E FAR FBC2M AND REVISE NOTES 2, 1070 TECHNOLOGY DRIVE robawE•`'-'kA&- J.R 0w2zw 0 NO CHANGE THIS SHEET NOKOMIS. FL 34275 ;TDJ ' Vs;0 P. 01/fo CHANCED TAPCXW TO YICTRACOM P.O. Box 1620 NOKOM , FL 34274 *"BY Qrfo C1�ee Paa: FK. 12123104 L.T. 4W5 ANCHORAGE SPACING ALUM, FRENCH DOOR & SIDE L S.d"%kcx F0750 1/4 io 12 IMPACT 8000-11 { E 10.671" MAX. O.C. �& PRODUCE RfiNBWrE:D es comply{ng with the Florida Building Code , Acceptance No F'xo Lion Date 1 Miami Dade Pro uct Controt IIIIIIIIH 1.YNN * No.58705 STATE OF �1J %O��S' FtORk0I"," G� � A. LYN4'UILL, IA, P.E. FL P.E.# 58705 A. CONCRETE ANCHOR INOTF 11 1M' MAX. 0ROUT, NOTE 5 MIN 'CONCRETE' 1/4" MAX. GROUT, . SEE NOTE 5 EMBED. SEE A NOTE 1 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) A-' '�.MI.�: �3.4 f<81 t` ':`:; 'EMBED. N. _ SEE :.�. CONCRETE ; r NOTE 1 nJ 1/4 MAX. SHIM 14 COtACRETE ANCHOR, SEE NOTE 1 CONCRETE ANCHOR SEE NOTE 1 , ,"-CONCRETE-" EMBED. SEE NOTE 1 OPTIONAL SIDE LITE SILL (SUBSILL TO CONCRETE) 1 /4"® MAX. SHIM 1/4" MAX. GROUT SEE NOTE 5 MIN. EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) ,.3.4 K81 IN., -CONCRETE ACONCRETE ANCHOR SSE NOTE 1 ' EMBED. SEE NOTE 1 I 1x WOOD G SEE NOTE 3 WOOD ANCHOR, SEE NOTE 2 TYPICAL. SIDE LITE SILL (DIRECT TO WOOD) 1/4" MAX. GROUT SEE NOTE 5 WOOD ANCHOR, SEE NOTIT 2 2x WOOD, SEE NOTE 3 OPTIONAL OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) 2x WOOD 1 3/8" MIN, SEE NOTE 3 WOOD ANCHOR SEE NOTE 1/4" MAX. SHIM A TYPICAL DOOR & SIDE LITE HEAD 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 1 3/4". MIN. EMBEDMENT: 1/4" ULTRACON - 1 318", 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 1/8" 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 THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. sY � R»wbro; - F•k 101(IZ 8 B VPa4-MAhrH094(;E v10r10TEs + " R„ 70 CNANCEO_MIN KS10,dGOA'CRnF_ 1070TMIN0111QYORIVE ANCHORAGE DETAILS �4 R; oq=w C ADDED sioarm sru D87'At1l.. REOROwim? DETAILS. - r:OlfO.Nt3, FL 34275 rxc� I 41L 1 O If25110 1 O 1 CNA WD -TAPWW TO VLTR40W, 12123104 1 L.T. P.O. BOX 1529 NOKOUX FL 34274 ALUM. FRENCH DOOR & SIDE L FD750 1 114 111 a 12 IMPACT 8000-11 1 E ...... .... .... . PRODUCf RENEWED as complying with the Florida Building Code _ s Acceptance No [Aium LYNIV ` // P� �,�cENSF ' • �crpl'� \ No. 58705 �' /041� tl • �= 0 • STATE OF !(�` A. L44f1 ftPt.I ,,P.E. FL REl{ 58705 EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE AANCHOR . 1/4" MAX, SEE NOTE 1, SHEET 11 GROUT, SEE NOTE 5, SHEET 11 6E'0 MOTE 1, SHEET 11 <:3A KSI MIN,' TYPICAL DOOR SILL (DIRECT TO CONCRETE) EMBED. SEE NOTE 1, SHEET 11 INTERIOR (ALL JAMB SECTIONS) •�t#J�Itttt EXTERIOR !t � 3.4 KSI MIN. CONCRETE " 1/4" MAX. SHIM----] � •�— F.K lNfga. 8 NEWS;MADDSUBSILL/U R° CHANOEP MIN KSr OF CO.Y ,LR. cw22.w 0 ADDED LOW WE SILL OPI .posy: Lb Au J.rc Of/Tylo ;:D�7 A10 cwwOESTHIS SHEET M"Ly:eo asy: F. K. 12/2,VW L. T. 4/8M5� CONCRETE OPTIONAL ANCHOR, SEE NOTE 1, 84 SHEET 11 0 1/4" MAX. GROUT, ext SEE NOTE 5, SHEET 11 _ :.` . �:`� • `•;:..; 1• :;_: =_' ..:.: •t; :•:':;:•'; EMBED. `• 3.4 KSI M(N: :?:SEI NOTE 1, ,4.:' -' : ... CONCRETE1 SHEET 11 OPTIONAL;DQOR SILL (SUBSILL TaCONCRETE) OPTIONAL 84 Ol7 ANCWOOD ANCHOR, SEE NOTHSEE NOTE 1, SHEEY 11 a 11 2, SHEET 11 2 1/4" MAX. 10 __1/4" MAX. GROUT GROUT, A SEE —,SEE NOTE - --� NOTE 6, 5, SHEET 11 SHEET 11 ��;; 0 1 3/8 2x WOOD, ` 1318 ' 2 MIN. SEE NOTE 3,� x WO�D, MIN. SEE NOTE 3— SHEET 11 - - SHEET 11 — TYPICAL DOOR SILL (DIRECT TO WOOD) EMBED. A SEE CONCRETE NOTE 1, ®ANCHOR, SHEET 11 SEE NOTE 1, ® SHEET 11 CONCRETE i_ y. — ANCHOR, .,fI• I SEE NOTE 1, SHEET 11 = :` 3.4 KSI MIN.-*,', _.• CONCRETE OR 1.5 KSI MIN. CMU "-'•• : r 1 x WOOD, f SEE NOTE 3, =� SHEET 11 v.` • '. r 1/4" MAX. SHIM— I �— d BOTTOM RAit TYPICAL DOOR & SIDE LITE JAMB 'O TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOXOMIS, FL 34274 A 1 3/8' MIN. 2x WOOD, SEE NOTE 3, SHEET 11 OPTIONAL DOOR SILL (SUBSILL TO WOOD) . . .... .... . rta�ut� �v CONCRETE '•'•�� • ® ANCHOR,c SEE NOTE 2, . SHEET 11 •••• • 1/4" MAX. SHIM —� [••--- A HORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 80im Abaft iF.: -&we �tLimx A—.. F07s0 1 1/4 12 d 12 8000-11� E :ODUCi RENEWED complying with the Ftoma Tiding Codaclptuce_ No 4. € " Muni Dade Product Coitittol %mlrr, �ON�{ LY NAI � • •�-�cENSF • (�'Q �� * ' No. 58705 _ %b to 11I11 %�� '• STATE OF CC/� A. LYI�t� _ _ FL P_E`# 58705 MIAMI•DADE e'Ri `,iiDA0E C0UNTY ° PROD C�" ON IiOI SECTION l6 805'.SNV 26 Sheet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (IZF;R) Miami, Flori a 33175-2474 BOARD AND CODE, ADMINISTRATION DIVISION (7rl.,,Invw.nii-7itilidTi -315 2bQ N�( 86) 315-2599 NOTICE OF ACCEPTANCE (NOA) : � tae:g7v/eco�ioni Next Door Company ' $; 1300 NW 74" Street 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 (hn 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 Builduig 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 scaled 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. TERA'IINATION .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. .. • . • • . • . . • • .. . . .. . . . . ... . • . • . . • .. ... .. . . . .. ... .. .. . .... . .. .. . .... ... .. .. . . . . . . . . . . . .. .... .... ... . . . ... . . NOA No. 15-0515.04 Expiration Date: February 25, 2021 Approval Date: February 25, 2016 Page 1 Next Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 1 through 8 of 8, prepared by Al-Farooq Corporation, dated 1.1-24-14 and last revised on 01/16/1.6, 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 6074F 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, 51h 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 (Ruth 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 NOA 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 under 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'1,1-0MT.4 issued tp Vmpenter Company for "EPS Polystyrene Block Type Insulation", 8xVirivi oAP S1S/17: .. ... .. . . . .. .. . . . . . . . . . . Jorge M. Plasencia P.E. .. oduct Control Unit Supervisor ' NOA No. 15-0515.04 Expiration Date: February 25, 2021 ... ... Approval Date: February 25, 2016 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Next Door Conipany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED continued F. STATEMENTS 1. Statement letter of conformance to FBC 2014, 5'h edition and letter of no financial interest, prepared by Al Farooq Corporation, dated 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. .00 • •• • • • • ••• • • ••Y • • •• ' orgQe 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 • • • • • • • • • • • • ••• • • • ••• • • m h 76" MAX. 72" MAX. ......... / \. ......... /... .......... ... \.......... �....... ..\...... _Of ul Q w ..... .......... 0 < 0 s w 1,=J LIzL 0 . . . . . . . - . . . . . . . . /. W wn o co . . .N ./. 0 a o! . . .\ o\.....--.. ..I....../..... . \ . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . . / �. ` SEE DETAIL — m m SHEET 5 N m z <Z 6" MAX. 12" MAX\AT SILL (3) ANCHORS CORNERS MTG. STILES XX ) AT 3-3/4" O.C. ( 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" DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. TYPICAL ELEVATIONS SEE DETAIL SHEET 5 6" MAX. SILL CORNERS a NOTE: ALL LOCKS AND SURFACE/FLUSH BOLTS AT HEAD AND SILL MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 40" MAX. ( X ) 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, In m� w ¢Z 0 v 'WIRE' ANCHOR SPACING MAXIMUM DESIGN LOAD RATING =J+ 90.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF AS LIMITED BY CODE NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL CIVIL FLA. PE # 70592 C.A.N. 538 JAN 17 26116 AliprnvcJ x� complying with tho P:'o16 a IWildin g Cade Ua(a L1. 2� A-, NOAN _ i -o r• oY Miami Dade Product Contn)t By V 0 o ` z I d- J o Q N W I N Q a .iIL 0 0 LLI H M. U N N V o ur 0 0. 0 8 0 06 � a WaNpLL G•zN -o �f `1N¢ J Q W N i H 0 Cm • AD • • N • Ua • •� r • M dJ W Le • t�s � • ca z Q � V = t"• �. 59 v�• O Q -j gi LL z LL- o o 0 xo�v I to w w 0 0 0 T w z z 0- 0 cc 0 0 0 1,625" X .10' THK. STEEL PLATE SPOT WELDED AT EACH SIDE, 6" O.C. . ° Q PANIC EXIT DEVICE ONLY CONCRETE ° 12 REv4` " CONCRETE' 4 30000aPSI h11 ODFOR SVR PHG 3700 4 :000'PSI MIN. 4 A. �.. w 16 6 a N 16 >>I I 1 3/4" MIN. FLUSH BOLT PENETRATION 3/4' MIN. FLUSH BOLT PENETRATION I TYPICAL ANCHORS 1/4' DIA. ULTRACONS 1-1/2" MIN. EMBED SEE ELEV. FOR SPACING E DST. CONCRETE c I 3000 PSI MIN. Vl- •.�, w 6 'F- go_ 2 w ._j t� o az 0 :• o :. • .'LAJ w :x r :a e CONCRETE d _ ` 6 �OUO PSI, -MIN. n ° 4 ° La ------------------------ 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 C 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 BLOCK (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. SLEE1(E 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, 5-5/5" 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: „ Engr: JAVAO AHMAD 1/4 DIA. ULTRACONS (Fu=177 KSI, Fy=155 KSI) CIVIL DIRECTLY INTO fc'=3000 PSI CONCRETE FLA_ PE # 70592 C.A.N 3538 2-1/2" MIN. EDGE DISTANCE 1-1/2" MIN. EMBED CONCRETE AT SILL OR JAMBS MIN. f'c = SEE APPLICABLE ANCHOR SEALANT: ALL JOINTS AND CORNERS SEALED WITH SILICONE. w a METAL STRUCTURES U z z I Z n 3 0 rr N z W Q Q� " 1 a 00 o 0 D W IN m {v h 0 8�h O W 00 m o 0 daQ'4 1 O Q W j LL N �W N - o . ZOO m �7 t0 Q w02 F--, • o • 't , •�• f d • • N• •1 Ca • • •�• ' •Q 10 - • • awe 5� • ' . a (n• • .w ,Q e .� • •.• . _. A w ��• cr) • O • C) �i J zL.L ,. ��•-- o v o X o 7 S w Artrcovej as cOf olying w th tho Flwnfaf aff 1Qin Code Unrr 2 �s- NbAb�et s o y A'f1e611 $de Product CauhW ay- L 0 0 c 0� cw V a N Z a 4 0 o v o c N T I dravrin�gZno. W14 (she�of_8._j TAU 1/4" MAX. 1/4" MAX. [ j o SHIM SPACE SHIM SPACE 1 1- 1/2- X .114- THK. z O STEEL PLATE 3" LONG AT TOP & BOTTOM OF STRIKE PLATE d TYPICAL ANCHORS SPOT WELDED AT EACH ENO 1q SEE ELEV. 4 Z 1, 3 TYPICAL ANCHORS FOR SPACING 0 - 0 � SEE ELEV. ..• IN —ACTIVE ACTIVE 0 Z 19 z FOR SPACING •••... t0 m Q 1 Q N a 4A 5 Q 0 N M 00 (12 • LLI `, '1' 1) `1 C 1 1 }! 17 1 1 •} If1j , 1! O �_N� ii `iI. .%;I i( THERMAL I 1UL�ATfQNJ17 /�TEL?ST' FIVERS it Jl._it. �• _ �( J'.. fir. i( 't Ir `' '', l� `1 v ta: o I w zN �[Ytr� ° I 1a pa0Q Cl ......... .... 13 EXTERIOR 11 z ° i LOCK OPTIONS Q w a ILL I EXT. DOOR OPNG. WIDTH SEE SHEET 7 0 DOOR FRAME WIDTH Q w 0 � tW- METAL STRUCTURES LOCK OPTION Al & p2 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. .'.".'.'.'.'.'-'. FOR SPACING II .'.'.'.'.'.'.'.'. lid w .. ui aZ o 01, z °' 17 GROUT fOn O.Q . 3000 PSI MIN. EXT. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE IN —ACTIVE • d (ADVANTAGE E OR F AND ADVANTAGE M) : O • ' In :-POLYSTYRENE W/0 -STEAL-:STiF WIRE ANCHOR EMBEDED BETWEEN BLOCKS .177" MIN. THK. (Fy=42 KSI, Fu=70 KSI) CARBON STEEL .185" MIN. THK. (Fy=83 KSI) ST. STEEL 5-5/8" X .099" THK. STEEL PLATE 17-3/4" LONG WELDED TO STEEL CHANNEL ACTIVE & INACTIVE LEAF EXTERIOR I • 40 •OC • d •``' ACTIVE CL Lucy- • p (n z_ U •co O t� 0 J Z LL ut . o O: v CD LLI M Z r LLOCK OPTIONS DOOR OPNG. WIDTH SEE SHEET 7 DOOR FRAME WIDTH LOCK OPTION # 1 & 42 (ADVANTAGE E OR F AND ADVANTAGE M) 1-1/2" X 5-5/8" X 1-1/2" 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 IN -ACTIVE LEAF REINFORCING 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 —/ SPOT WELDED AT 3" O.C. \-32" LONG ABOVE LOCK ACTIVE & INACTIVE LEAF 58" LONG BELOW LOCK SPOT WELDED AT 3" O.C. LOCK STILES REINFORCING -La complying with too f'1ttria•1l doitding Code ridta_ 4v-jo!� NOAA V. uy Kwil VD& Ceuvol ey Engr. JAVAO AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 J 7` 7 20116 in c 0 W �• n O Y drawing no. W14-41 sheet 3 of 8 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIM SPACE F= r n w w 0 w 0 O Co POEYSIYRENE W/O _STEEC-'-sTiFt i�S:•.' EXTERIOR LOCK OPTION #3 (PHG 9500 RIM PANIC W/ PHG 9000 SERIES MULLION) #6 x 1/2" 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 DOOR OPNG. WIDTH DOOR FRAME WIDTH LOCK OPTION #4 (PHG 9700 PANIC W/ SURFACE VERTICAL RODS) ADVANTAGE SERIES 0100 & 8200 REMOVABLE MULLION ITEM NO. QUANTITY DESCRIPTION MATERIAL REMARKS A 1 TOP MULLION SUPPORT BRACKET STEEL - B 7C 1 2" X 3" X 3/16" TUBE MULLION STEEL Fy = 46 KSI i BOTTOM MULLION SUPPORT BRACKET STEEL - )P BRACKET FASTENERS (6) 5/16" X 1-1/2" PH MACHINE SCREWS l� BOTTOM BRACKET FASTENERS (4) 5/16" DIA. ULTRACONS 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE GIST. INTO 3000 PSI CONC. 5/8'. Mullion Tube 7/8" PHG REMOVABLE MULLION Engr: JAVAD AHMAO CIVIL FLA, PE 6 70592 C.A.N. 35 8 x Gi6 Appfovcd U. LronjNi1•in8 Kith the F'fnrida Quilding Cod, DateNOA .2_t2s� K9011 bade pr 1 s�. y Centro! ey ri U z 1 Z % Q m J aQr � Q ii 0. N I a O oN ro o a " Ix a t f0`buti V w ri Q'O>M O p aQo '4 0 MN0 O N Q Wz"j h LU N - O zz J ZMa w Q w to r ir Ob 4- 4D `► . .� ..CC AL. • • Y. Z � ••• •i d (r •• • Y� 0 V • z U • os w.0 •�` I 0 ` �'1• t O � 'S J cl 0 0 O - n W o Q Z�� (sheet 4 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIM SPACE 1 /4" MAX. SHIM SPACE O LOCK OPTIONS #1 & #2 ADVANTAGE E OR F AND ADVANTAGE M ' - be r p: Ld U p U n O �\ EXTERIOR DOOR OPNG. WIDTH DOOR FRAME WIDTH EXTERIOR I EXTERIOR LOCK OPTION #3 PHG 9500 (RIM EXIT) DOOR OPNG. WIDTH DOOR FRAME WIDTH LOCK OPTION #4 PHG 9700 (SVR PANIC) DOOR OPNG. WIDTH DOOR FRAME WIDTH w W ACTIVE LEAF REINFORCING SEE SHEET 3 b � rY ACTIVE LEAF —REINFORCING SEE SHEET 4 ACTIVE LEAF REINFORCING SEE SHEET 4 1/4" MAX. SHIM - a ,4. . TYPICAL ANCHORS SEE ELEV. FOR SPACING s b 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 • �n o • • "00 • F ai • • w • .. LL LEI • • • • • w fly- 0 G • • Q to • z U _;�• L• • ••M• g Q ^•� • oo `° O c• � J O O X LLJo r2 N Z �i 3/16" DIA. ULTRACONS L3/16" 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 REDD. AT JAMBS WITH 'WIRE' ANCHOR OPTION gr: JAVAD AHMAD I n o CIVIL nPprvvrJ aq aYxtjplyuig Hith the r f t FLA. PE 70592 Fladdu [ ttitdi ,g Ct,dt I 0 _ C.A-N. 538 Batt 2 2 yat 4 T n[OAA f s soy y l v KIM4 Dade Oenkotfty r — dmm—ng no. W14-41 sheet 5 Of 8 ITEM NO. PART NO. QUANTITY DESCRIPTION MATERIAL. MANF./SUPPLIER/REMARKS 1 - AS READ. FRAME HEAD/JAMB (4-3/4" X 1-1/4") STEEL/ST. STL. 16 GA. (.053") MIN. Fy - 49.0 KSI 1A T - AS READ. FRAME HEAD/JAMS (5-3/4" X 2') STEEL/ST. STL. 16 GA. (.053") MIN. Fy = 49.0 KSI 1B - AS READ. FRAME HEAD/JAMB (8-3/4" X 4") STEEL/ST. STL. 16 GA. (.053") MIN. Fy = 49.0 KSI 2 - AS READ. FRAME JAMB (8-3/4" X 2") STEEL/ST. STL. 16 GA. (.053") MIN. Fy = 49.0 KSI 3 T500 1 THRESHOLD 6063-T6 PHG 4 - _ AS READ, BOLT SPACER (1-1/4" FRAME) STEEL/ST. STL. 18 GA. (.042") 4A - AS READ. BOLT SPACER (2" FRAME) STEEL/ST. STL. 18 GA. (.042") 4B - J AS READ. 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 KSI 6 W _ - - 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" 8 - 1/ LEAF TOP RAIL CAP (FULL LENGTH) STEEL/ST. STL. 3/4 X 1-1/2 X 3/4 X .053" 9 - 1 POLYSTYRENE - OYPLAST OR CARPENTER W/ CURRENT NOA 9A - 1 THERMAL INSULATION - OWENS CORNING RA-24 BATT 10 W412 AS READ. PERIMETER W'STRIPPING ADAPTER - PHG 10A #8 X 5/8" AS REQD. PERIMETER W'STRIP FASTENERS, AT 4" O.C. - PH SMS 11 - - FLAT BAR ASTRAGAL STEEL/ST. STL. 12 GA. �11A #10 X 3/4" AS READ. ASTRAGAL FASTENERS, AT 4" O.C. - PH SDS 12 W416 AS READ. ADHESIVE BACK W'STRIPPING VINYL PHG 13 - 3/ LEAF MORTISE HINGES STEEL - v` _ 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 DBS311 1 OVERHEAD RAIN DRIP ALUMINUM PHG 16A #8 X 1/2" 1 RAIN DRIP FASTENERS, AT 4" O.C. - PH SMS 17 OBS313 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 i8A #8 X 1/2" AS REQD. DOOR SHOE FASTENERS, AT 6" O.C. - FH SMS 19 - - BOTTOM CAP CHANNEL STEEL/ST. STL_ 1 1/2" X 1- 1/2" X 1/2" X .068" DOOR EDGE CONSTRUCTION OPTIONS: OPTION # 1: LOCK SEAM EDGE CONSTRUCTION V. LOCK SEAM EXT. REINFORCINGS SEE LOCK OPTIONS OPTION #2: SHEETS 3 AND 4 BUTT SEAM EDGE CONSTRUCTION CONTINUOUSLY WELDED SEAM Engr. JAVAD AHMAO H1CIL N.GE SIDE..: _ LOK'SIDE.:_ . , ftA. PEIVy 70592 A27 E XT. I" X 1-7/16" X 1" X 12 GA. FULL LENGTH CHANNEL Ji6 Approved ua complying Hint tln, Florida kluilding Codc Date 2 ZS o t rroA� r. oy A111 Qade^ Caon6ol V" z I t Z 3 0 N z ilt N� N O 00 M C0J a�51)h V p Itj m axis Do O CL 0 el Got�E d' z0 a QItm� N 1L Z to _ M t w _ Q w m H • • v ••64 7! � • M • •w �y�J ^^Z We • • X• • • • Of y O • 0 or., • lY �• to 1 Q «• � • r ••� o CDF- to o— (o LLI r) Q J cI Z drawing no. W 14-41 sheet 6 of 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 INACTIVE LEAF SERIES 'HDSB-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 FRAIMF WInTH INACTIVE \ ' / ACTIVE '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 / S / i / w AcnVt� FRAUF WInTH ACTIVE \ / ACTIVE 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 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 '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 FRAMF WInTH FRAME WIDTH II i I I I INACTIVE \ I I / /ACTIVE I . FRAME WIDTH INACTIVE \ / ACTIVE F9700 SERIES PANIC EXIT DEVICE SEE NOTE ABOVE FRAME WIDTH / I \ / I \ / I \ I / VV \ I / \ I / INACTIVE \ I / ACTIVE i ADVANTAGE E OR f CYLINDRICAL LOCK, SEE NOTE A80VE • • • 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: 4-1/2" LONG FLUSH MOUNT METALLIC BUTT HINGES (3) PER LEAF (1) AT 7-1/4" FROM TOP TO CL OF HINGE (1) AT 12-1 /4" FROM BOTTOM TO CL OF HINGE CENTER HINGE EQUALLY SPACED FROM TOP & BOTTOM HINGE FASTENED WITH #12-24 X 1/2" FH MACHINE SCREWS FOUR PER HASP(LEAF). Engr: JAVAD AHMAO CIVIL FLA. PE 1 70592 C.A. . 3538 JAN � �2G E6 Approved as complying with Q)!n Fluids Quilding Cod, Date 2 lS Wf (, SGami Dade Prrodnot CenW By drowing no. W14-41 (sheet- 7 of 8 j i0 M 1.250 0 FRAME HEAD/JAMB (GROUT FILLED) 1.250 MIN. 2.000 MAX. to FRAME HEAD/JAMB (GROUT FILLED) 1.25 4.00( 2.625 MAX. 2.416 F-7501 .042 1.750 1.000 O BOLT SPACER F 2.4;.750] F7.5nn 8 BOLT SPACER MAX. 1 4. 1B FRAME HEAD (GROUT FILLED) I 48 BOLT SPACER �3.500� I 4.750 MIN. .828 .026 .053 � I-�2.500� 2.000 I L— 2.625 MAX. 1 �J HAT CHANNEL REINFORCING L.938 1 1.562 1.250 1 625 1C FRAME 125 HEAD/JAMB (GROUT FILLED) .500 .250— I� 5.000 —�1 J BUMPER THRESHOLD 8.75( #12--24 MS 4 PER LEAF 4.500 18 I I II I I 11 O I I O I I 4.500 11 73 I I I I II + I 1 + co�llo t3 .134" THICK STEEL HINGE 58 �'� L.UUU MAA. 0 FRAME JAMB (GROUT FILLED) FRAME CONTINUOUSLY WELDED FRAME CORNERS Engr: JAVAD AHMAD CIVIL FLA. PE 0592 C.A.N. 35 8 JAN AT2 V " z 1 Z h j o �z w Q Q 2 a 00 0 0 O W M U IL q 4 h � o�M 0'�O m O a o p o. 0 .� o Q w ZO ) LL " � w0 0 J �a W Q wzm� ►- • • . N • • 1 • • '••" • M ••4" w . • • J Z 1---.. yt .. . d w .. • • •�, g F- • ' O rn • i� • 1 0 n� H O •• (7) 0 C) 0 0 o 0 v W 10 Q v> Z r Approved so cm plying µilh the PTor9d�mlldm.8 Derr 13OAfloaf Nflemi Dade Prodwl Coatroi By_ sheet 8 of 8 J MIAM1•DADE M RoL)Wt5 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER � HOARD AND CODE ADMINISTRATION DIVISION 1' {78NOTICE OF ACCEPTANCE NOA PGT Industries 1070 Technology Drive North Venice, FL'34275 DADE COUNTY 'ROL SECTION �treet, Room 208 F (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 quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will iticur 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 14liami-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 thV entire NOVA •shalL be provided to the user by the manufacturer or its distributors and shall be availably.for'ig$pe* t60itat-6the�jobsite at the request of the Building Official. This NOA revises NOA/113-0502 03.atid tpAs?sjg oJthis j) ge 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation yvasrpyiewed by Manuel Perez, P.E. • NOA No. 15-0528.26 MIAMFDADE COUNTY • • • • Expiration Date: February 19, 2019 %/21f 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 NOA 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, 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 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 cinder NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lymi 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 Exafiaer NOA No. 15-0528.26 Expiration Date: February 19, 2019 Approval Date: July 09 2015 PGT 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 SentryGlasOO (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 "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/18/13 and expiring on 02/19/19. • ......... . • YY• !A=49a'�� - Manuel Per , . . Product Control 4amider NOA No. 15- .26 Expiration Date: February 19, 2019 Approval Date: July 09 2015 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-DADE 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. 1/4" 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. Q B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% 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; ELCD ULTRACON NOA; ELCO CRETEFLEX NOA; ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN Q 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 6 ii 6" MAX. 48' TIP -TO -TIP WIDTH - 47" BUCK WIDTH - 44-1/4" VISIBLE LIGHT WIDTH -+-B, SHEET 6 W MAX. A 95„ C EET 6 BUCK SHEET 7 HEIGHT 92-1/4" k-- - VISIBLE 12" MAX. LIGHT O.C. HEIGHT 96" TIP -TO - TIP HEIGHT _ 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH 6" MAX. t r-p-D, SHEET 7 DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 48" BUCK WIDTH 45-i/4' VISIBLE LIGHT WIDTH F, SHEET 8 H, SHEET 9 I C E, SHEET 8 1 SHEET 7 G, SHEET 9 96' BUCK - - HEIGHT T--- / I 1 93-1 /4" VISIBLE 5" MAX. / LIGHT O.C. HEIGHT —13 --+►I I r.-- 12" MAX. O.C. MAX. SHEET 7 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 PARTS LIST...................................10 TADI C I - FIGURE 1: 12" Q.C. MAX. i 12" O.C. MAX. -0 6' MAX. T 12" MAX. O.C. ` 2" MAX. H, SHEET 9 TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNI I ) �-+— 2" MAX. E, SHEET 8 G, HEET 9 93-114" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT TYP. FIN FRAME ELEVATION (TESTED UNIT) 5" MAX. O.C. 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. / I+--- WIDTH ---=i T F_ Type # Description Sheet # 1 7/16" Lami (3/16" An - .090" PVB - 3/16' HS) 2 2 7/16" Laml (3/16" HS -.OW PVB - 3/16" HS) 2 3 1-1/16" 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 - 3/16" HS - .090" PVB - 3/16" HS) 3 5 7/16" Lamf 3/16" An - .090" SG - 3/16" An 4 6 7/16" Lami 3/16" HS - _090' SG - 3/16' HS 4 7 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3116" An -.090' SG - 3/16" An) 5 8 1-1/16' Lami. IG 3/16. T - 7/16" Air - 3116" HS - .090" SG - 3116" HS 5 &SG" = "KURARAY SENTRYGLAS"INTERLAYER" BY KURARAY AMERICA, INC. "PVB" = "KURARAY BUTACITEO PVB INTERLAYER" BY KURARAY AMERICA, INC I --—WIDTH l c� w x -- — WIDTH c� l/ w �-- WIDTH —+" I WIDTH • { LL I- WIDTH w ) - WIDTH w / TV as complying with the Fbrids Building Code 15_O zLO "21v Acceptance No Eta I Date 1cj Q 5TH EDITION FB UPDATE DATE:07/02/15 co a co Y Q W 11� N ? naa r 0 O t` 0 N 00 aloQ N O `t, 04 N oc_j rn_j O W •� 78 Ze`l lL •� uMo�Q �• U •Cj. •jC• U? � Q_ W .— .Gmma. � : r3 � • iT• Q JMO C),Ilt• ro- Z -'' z aJLJ •J • drwo •••.. • • ® N W od • as •g. w • z t- •p• • 0 Z a Z_ ZLL alms NN O ¢ w 0 W r o0 U X W 0.d LL CD af7[1 •�saQ sauas \�>>11111111/1/ NO. 53705 _ %rr S 'TE- OF /�I11ltll''11�', A. LYNN MILLER, P.E. P.E.# 58705 1 NOLC L. Window Design Pressure (+/-, psf) for Glass Type 1 Lang Side (n) 67-716 72 1 76 80 84 88 92 96 100 104 109-1/2 30 +/-80 +/-80 +1.80 +1.80 +1.80 +1.80 +/-80 +/-80 +/-80 +1.60 +1-80 32 +1-80 +1-80 +1-80 +1-80 +1.80 +/•80 +/-80 +1-80 +/-80 +1-80 +/-80 34 +1-80 +1-80 +/-80 +1-80 +/SO +1.80 +1-80 +1-80 +1-80 +1-79.8 +/-79.4 36 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +1-79.7 +l-77.2 +! 75.1 +1-73.4 +1-72.2 38 +1-80 +1-80 +1-80 +1.80 +/-80 +1-76.1 +1-75.2 +/-725 +1.70.3 +/-68.5 +1-66.3 40 42 +1-80 +1-80 +1-80 +1-80 +1-80 +1.80 +1.79.8 +1.77.4 +/-77.2 +/-74.3 +1-74.3 +1-71-3 +/-71.3 +/-68.2 +1-67.9 +1-64.7 +1.65.1 +1.61.6 +1•63.4 +/•59-8 +/-61.6 +1-582 44 +1-00 +1-80 +/-78.9 +1-75.4 +1.72.1 +1-68.9 +1-65.6 +1-622 +159.7 +/-57.5 46 +1.80 +1.80 +1-77.2 +1-73.6 +1-70.1 +/-66.8 +1-63.5 +1-60.3 +157.7 v 48 +1-80 +/-79.3 +1.75.6 +/-71.9 +/-68.3 +/-64.9 +/-61.5 +l-58.2 50 +/.80 +1-77.5 +1-74.1 +1-70.3 +/-66.7 +1.63.1 +1-59.7 52 +/-79.1 +1-75-6 +/-72.4 +/-68.8 +/-65.1 +1-61.5 N 54 +1-7T4 +/-73.8 +1-70.5 +1-67.3 +/-63.5 56 +1-75.8 +1-72 +/-6B.6 +1-65.3 58 +1-74.2 +170.3 +1-68.8 60 +1-727 +1-68.7 +/•65 62 +/-71.2 +1-67.1 64 +1-69.7 +1-65.5 66 67.7/8 1 +/-67 7116" LAMINATED GLASS STACK 3/16" 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. Window Design Pressure (+l-, psf) for Glass Type 3 Long Side (in) 67.7/8 72 76 80 84 88 92 96 100 104 169-112 30 +1.80 +1-80 +1-80 +/-80 +/-60 +/-80 +/-80 +1-80 +/-60 +1-80 +1-80 32 34 +/-80 +/-80 +l-80 +/-80 +/-80 +1.80 +1-80 +1.80 +l50 +1-80 +1-80 +/-80 +/-BO +/-80 +/-80 +1-60 +/-80 +1.80 +/-80 +/-80 +l-BO +/-80 36 1 +/-80 +1-80 +l-BO +/-80 +1.60 +1.80 +1.80 +/-80 +/-80 +/-60 +1-80 38 40 42 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +/-80 +1-80 +1-80 +1-80 +/$0 +1-80 +/-80 +1-80 +/-80 +/-80 +1.77 +1-80 +1-76.7 +/-73.1 +1-79.4 +1.73.5 +/ 69.6 +1-76.4 +1-70.9 +1-66.9 +/-74.3 +l-69 +! 65.2 44 +/•80 +1.80 +1-80 +1.80 +150 +/-77.8 +1-74.1 +1-70.3 +!$7.5 +1-63.9 46 +1-80 +/-80 +1-80 +1-80 +/•79.2 +/-75.4 +/-71.7 +/-6B.1 +/55.1 v 48 +1-80 1 +1-80 +1-80 +1-80 +1-77.2 +1-73.3 +/-69.5 +/-65.8 to 50 +/-80 +1-80 +1-80 +/-79.4 +1-75.3 +1-71.3 +/-67.5 $ 52 +/-80 +1.80 +/-80 +/JT7 +1-73.5 +/-69.5 N 54 +/-80 +/-80 +/-79.8 +1-76 +1.71.8 56 +/-80 +1-80 +1-77.5 +1-73-8 58 1 +1-80 +1-79.4 +/-75.4 60 +1.80 +1-77.6 +/.73.5 62 +1-80 +/-75.8 64 +/.78.8 +1-74 66 0-772 67-7/8 +/-74.9 EXTERIOR a .090" PVB INTERLAYER HEAT STRENGTHENED GLASS 5/8" LONG SIDE GLASS BITE I - SHORT SIDE 13 t GLASS TYPE 1 �-■•- LONG SIDE -+►{ SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116" NOM. 7/16" LAMINATED GLASS STACK ri GLASS STACK 3/16" HEAT 3/16" TEMPERED GLASS Ir STRENGTHENED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE - .090" PVB 11 _ INTERLAYER 5 USED AT CURVED 518" FRAME MEMBERS ONLY 29 GLASS BITE @ 11-7/8" 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 7' _ I SHORT �l �I SIDE I� LONG SIDE ` l SHORT I J -'t SIDE f PRODUCT REVISED as complying with the Florida Building Code Acceptance No I5-o�J' Z iration DateIT By Mi i ade Product ntro NO CHANGE THIS SHEET DATE: 07/02/15 v U iu o; M Y Q W > a j nab O o 7-001 (n 0 N 0N O It W --3N 6 M rn o W •� ti c8 0 LL N LPL w OJCI Q Mp•• �•.�•� �� - kW • • •v o •••Y o•...Q•O •IF Z .� w CO N ..... �� F- • • rn W taa4S 0 to O . U) Z • • � LL.Z_ 0 N Z CC'I W Uj W (D t` 00 1 U X W 0.11 Lt- ', aril •�saQ sa��aS " \\\\ /% ONV ��..- �,crNsF •• F,o F No- 58705 0 STr TL F �!J �11i1�11��v 0 A. LYNN MILLER, P.E. P.E.4 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. 1-1/16" NOM. TABLE DIMENSIONS MAY BE GLASS STACK 7116" LAMINATED ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16" LAMINATED GLASS STACK GLASS STACK LONG 3/16" HEAT STRENGTHENED GLASS SIDE 090" PVB INTERLAYER 3/16"TEMPERED GLASS 3/16" HEAT —3/16" HEAT STRENGTHENED GLASS �.— LONG SIDE 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE 090" PVB INTERLAYER T_ 4 11 � 5 11 � SHORT �� USED AT CURVED USED AT CURVED SHORT FRAME MEMBERS ONLY 29 5/8" FRAME MEMBERS ONLY 29 518" SIDE I� @ 11-7/8" O.C. MAX. GLASS BITE @ 11-7/8- O.C. MAX. GLASS BITE 1-3 1-3 EX20 13 EXTERIOR 22 21 13 `--+ LONG SIDE TERIOR LONG GLASS TYPE 2 GLASS TYPE 4 SSIIDET SIDE SHORT SIDE I — PRODUCT REVISED as complying with thq Florida Acceding code 15 p5. 24 Acceptance No P , piration Dale )Cly Mite ' Dade Product atrol NO CHANGE THIS SHEET a DATE:07/02115 m a U a cc co Y Q w > �- a ^ a� o ° o y- atDo 0 N OD W C9 Nj N x 6 N 0 C% M O�°'Jo•a U- j • Cg UMD10 Z. tL •�,• r • t�lyJ • W • v v vi a © • l 2.a ;a• :air. • m 0 ,; 0Ma �j •Q O It••�• N •d• M �• J m • a. ••• ••• ••• Lu 0 '.. @ . tY • • ..0• (0 Z Q• • W arD°S o z a � z (4 (14 ►= W W X (n w ad w o alpi -asa(i sa!uas -13 A. LYNN MILLER. P.E. P.£.# 58705 TABLF 5: Window Design Pressure (+/-, psf)forGlass Type 5 Lang Side (in) 67-7/8 72 1 76 80 84 88 92 96 100 104 109-1/2 30 +90/125.4 +901.120 +9W-115.5 +901-111.5 +90/-108.5 +901.106 +901-104.5 +901-103.5 +901-1025 +901-100.7 +901.97.9 32 +901-116.9 +9(1.110.8 +901-105.3 +9(Y-101.6 +901-98.7 +901.95.7 +90/-92.3 +901-90.0 +901-90.3 +1-89.9 +1.89 34 +901-108.9 +901-103 +901-98.8 +901-95.1 +901-91.8 +1-88.2 +1-84.4 +/-81.5 +/50.1 +1-79.8 +1-79.4 36 +90/-102.6 +901-97.1 +901-928 +/-88.9 +1.85.5 +1-826 +1.79.7 +1.77.2 +1-75.1 +1-73.4 +1-72.2 38 +90/-98.4 +90/-92.2 +/-86.7 +/-83.2 +1-80.7 0-78.1 +1.75.2 +/-725 +1-70.3 +/-68.5 +1-66.3 40 +901-94.6 +1-88.2 +1-82.6 +/-79.8 +1-77.2 +1-74.3 +1-71.3 +/-67.9 +1-65.1 +1-63.4 +1-61.6 42 +901-91.3 +1-84.7 +/.80.7 +1-77.4 +1-74.3 +/-71.3 +1-68.2 +1-64.7 0-61.6 +/-59.8 +1-58.2 44 +1.88.3 +/.82.4 +/-78.9 +/-75.4 +1.72.1 +/-68.9 +1-65.6 +1-622 +/59.7 +1-57.5 46 +/-85.4 +1.80.8 +/-77.2 +1-73.6 +1-70.1 +1.66.8 +1-63.5 +/-60.3 +157.7 v 48 +1-827 +1.79.3 +1-75.6 +/-71.9 +1.68.3 +1.64.9 +1-61.5 +1-58.2 to 50 +1.80.9 +1-77.5 +1-74.1 +/-70.3 +/-66.7 +1.63.1 +1-59.7 V_ F 52 +1-79.1 +1-75.6 +/-72.4 +1.68.8 +/-65.1 +1-61.5 10 54 +/-77.4 +1-73.8 +/-70.5 +/-67.3 +1-63.5 56 +/-75.8 +1-72 +/-68.6 +1.65.3 58 +/-74.2 +/-70-3 +/-66.8 60 +/.727 +/-68.7 +1-65 62 +1-71.2 +1-67.1 64 +1.69-7 +1-65.5 66 +/-68.3 67-718 +1-67 7/16" LAMINATED GLASS STACK 3/16" 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: Window Design Pressure (+/-, psf) forGlass Type 7 Long Side (in) 67-718 72 76 80 84 88 92 98 100 104 109-1/2 30 +901-130 +901-130 +901-130 +901-126 +901-122.6 +90/-119.8 +901.118A +901-117 +901-115.8 +901-112.7 +90/A09.9 32 +901-130 +90/-125.1 +901.118.9 +90/114.6 +901-111.5 +901-108.1 +901.104.3 +901-102.4 +901.102 +90l-101.4 +901-99.7 34 +901-123.1 +901-116.4 +901.111.7 +901-107.5 +901-103.8 +901-99.7 +901-95.3 +901.92.1 +901-90.5 +1-90 +/-89.6 36 +90/-116 +91-109.8 +901-104.8 +901-100.5 +901.96.6 +901-93.3 +/-90 +1-87-3 +/-84.9 +I.82.3 +1-81.2 38 +901.111.2 +901-104.2 +901-97.9 +90/-94 +901-91.1 +/-88.2 +/-84.9 +1-81.9 +1.79.4 +/-76.4 +1-74.3 40 +901.108.9 +901-99.6 +901-93.4 +901-90.1 +1.67.2 +1-84 +/-80.5 +/-76.7 +1.73.5 +/-70.9 +1-69 42 +90/-103.2 +901-95.7 +901-91.2 +1.87.4 +1.84 +/-80.6 +I-77 +1-73.1 +1.89.6 +1-66.9 +1.65.2 44 +901-99.7 +901-93.1 +/-89.1 +/-85.2 +1-81.4 +1-77.8 +1-74.1 +/-70.3 +/-67.5 +1-63.9 46 +901-96.5 +901-91.3 +1.87.2 +/-83.2 +/-79.2 +1-75.4 +/-71.7 +1-68.1 +1-65.1 v 48 +901-93.5 +/-89.6 +/-85,4 +1.81.2 +/-77.2 +1-73.3 +/-69 5 +/.65.6 to 50 +901-91.4 +1-87.6 +1.83.7 +/-79.4 +1-75.3 +1-71.3 +1$7.5 g 52 +/-89.4 +/-85.5 +1-81.8 +I-77-7 +1-73.5 +1.69.5 N 54 +1-87.5 +1-83A +1.79.6 +/-76 +/-71.8 56 +/-65.6 +/-81.4 +1-77.5 +/-73.8 58 +/-83.8 +1-79.4 +1-75.4 60 +1-82 1 +I-77.6 +1-73.5 62 +/-80.4 +/-75.8 64 +1-78.8 +1-74 66 +/-77.2 67-7/8 1 +/-74.9 SG INTERLAYER 6" ANNEALED GLASS 5/8" GLASS SITE GLASS TYPE 5 �- LONG SIDE SHORT , SIDE �/ �--- LONG SIDE �- SHORT SIDE i TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK SHORT 3116" ANNEALED GLASS �l SIDE 3l16" TEMPERED GLASS 3/16" ANNEALED GLASS 7116" AIR SPACE .090" SG INTERLAYER 11 5 LONG USED AT CURVED FRAME MEMBERS ONLY 29 5!8" GLASS BITE @ 11-7/8" O.C. MAX. 1-3 J, EXTERIOR 22 21 13 _`1 SHORT GLASS TYPE 7 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. PRODUCT REVISED as complying with the Florida Building Code trJ'I��J7.8. Acceptance No t':Y111 iat1Qi1 D•i to TLli1J1-i1r� NO CHANGE THIS SHEET a DATE:07/02/15 m a > ch Y Lu r (i rN 0 00 W O `� C J M M 6 N �8 1/MDJQ O� °'-1 oo Ze LL or)LL cp •Z • !.� n • Me ca H. Z.f . Gel O � � oMa O �•� O r .j M O �i+'_�•i� Z � � (1) •-0• '•i W �!S ® Cal • • GG • U) 'F- .0 U) Z Q � Z_ � aiOas LL o Z tY w Lu tiN X w a.8- LL o aWl 'asap !a 0 ��t11111!//l// No. 58705 Sl AT F C7% �c A. LU MILLER, P.E_ P.E.f158705 AdLt t: Window Design Pressure (+/-, psi') for Glass Types 6 & 8 Long Side (in) 67-7/8 72 78 80 84 88 92 1 96 100 104 109.1/2 1 112 118 120 124 128 132 136 1 140 144 30 +901A30 +901430 +901.130 +90/.130 +901-130 +901-130 +90/-130 +90/A30 +901-130 +901-130 +901-130 +901.130 +90/430 +901-130 +901.130 +901-130 +90/430 +90/A30 +90/-130 4-M-130 32 +901-130 +WA30 +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 +90/•130 +901.130 +901-130 +901-130 34 +90/-130 +901.130 +90l-130 +90/•130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/430 +90/•130 +901-130 +901-130 +90/-130 +901.130 +901-130 +90/-130 36 +901-130 +901-130 +90/-130 +901-130 +901.130 +90/A30 +901-130 +901-130 +901.130 +901A30 +901-130 +901.130 +901-130 +90/-130 +901-130 +901-130 38 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +90/-130 +901-130 1 +901-130 +901A30 +901-130 +901-129.2 +901-127.3 40 +90/-130 +901-130 +901-130 +901-130 1 +901-130 +90/-130 +901-130 +901.130 +901-130 +90/-126.8 +90/-123.2 + gob 122 42 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +90/-130 +90'-129.3 +901-123.2 +901-119.7 +901-116.4 44 +90/-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +9 424.5 +0-119.4 +901.115 s 46 +901-130 +90/.130 +901.130 +901.130 +901-130 +901-130 +90t-126.9 1 +901-120.5 +90/-115.3 48 +901-130 +901.130 +901-130 +901-130 +901-130 +90'-129.7 +901-123 +901-116.5 to 50 +901.130 +901.130 +901-130 +901-130 +901-130 +W-126.2 +89.41-119. .2 52 +901-130 +901-130 +901-130 +901-130 1 +901-130 +88.81-123 to 54 +901-130 +901-130 +901-130 +901-130 +88.81.127.1 56 +901-130 +901-130 +901-130 +89.41-129 58 +901-130 +90/-130 +901-130 60 1 +90/•130 +901-130 +89.6/-129. 62 +901-130 +901-130 64 +901-130 +901-130 66 +901-130 67-7/8 +90/.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 1-1/16" NOM, HORIZONTALLY AS SHOWN. 7/16" LAMINATED GLASS STACK 7/16" LAMINATED LONG GLASS STACK GLASS STACK SIDE 3/16" HEAT STRENGTHENED GLASS �— LONG SIDE �/ 090" SG INTERLAYER 3/16" TEMPERED GLASS f*r— I j 3/16" HEAT 3/16. HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS • STRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORTSIDE 4 11 11 / y� SHORT 4--- 5 SIDE t USED AT CURVED FRAME MEMBERS ONLY 29 5/8" USED AT CURVED 5/8" @ 11-7/8" O.C. MAX. GLASS BITE FRAME MEMBERS ONLY 29 GLASS SITE @ 11-7/8" O.C. MAX. 1-3 1-3 �-�— LONG SIDE —►-4 EXTERIOR EXTERIOR 20 13 7 22 21 - 13 SHORT 3NG DE GLASS TYPE 6 GLASS TYPE 8 SHORT SIDE PRODUCT REVISED as complying with the Florida Acceptance code 15-b 528.2h Acccplancc Afo Exoiratioa Dalc'f-�PJcl NO CHANGE THIS SHEET DATE: 07102/15 co U o_ M Y Q w nab � 0 i- eta O t` 0 04 O (V 1 M M w -, 0' 04 UMOJ J 1 a iL lLJL � •-tj .Q , Ut~X� o jij Lit Z • •� �i�•42 O {7 9M0 o Imo., •?• 4 � ��• •� r' �• 42 z �3 •� � .r. kL ••••• • •Q }a. • : ®� W • •0. v) ?, in z QZ al°as cC�I 04cc 0 ? > a Z Uj 0 0 "� 0? X w aa' LL 0 alt!1 -asap sauas \�l�llllli/117/ LYNN No.58705 U 11 \., '11tI11%1\'. A. LYNN MILLER. P.E. P.E.# 58705 ` EDGE �1I DISTANCE INSTALLATION -rVDC A 4 WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-314" T -- EMBEDMENT , e INSTALLATION TYPE B EDGE -- DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT 1/4' MAX 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. INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT EMBEDMENT I WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET • ° 1/4' MAX SHIM _ TYP. ANCHOR TYPE, EMBEDMENT AND ° t ° • EDGE .:.p ;. EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE SEE TABLE 8. THIS SHEET + ' 6 DISTANCE ° EXTERIOR 4. 4 11 , o . ..• CONCRETE/CMU PER ANCHOR VISIBLE LIGHT WIDTH = REQUIREMENT WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT 1/4" MAX. SHIM —m—►{ �-+— #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING EXTERIOR ID MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET _�1/4" MAX SHIM I J 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET • d . CONCRETE PER •° • ANCHOR z REQUIREMENT e d VERTICAL SECTiON_B-B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET HORIZONTAL SECTION A -A 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" 1-3/8' 12' Aluminum, 6063-T5 min. 3/8' 0.063" ' 12' A36 Steel 318. 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) 9/18, 1-3/8' 12" Aluminum, 6063-T5 min. 3/8" 0.063' , 12' A36 Steel 3/8' 0.063' • 12' Steel Stud, Gr. 33 min. 3/8. 0.045' (18 Ga)' 12" 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-112' 1-114• 12' Concrete (min. 3.35 ksl) 1' 1-3/4' 12' 1/4" Steel Ultracon Concrete (min. 2.85 ksl) 1' 1-3/4" 12' Concrete (min. 2.65 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 2-112' 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' 1-3/4" 12, MIN. OF 3 THREADS BEYOND THt Mt I AL SUpJ i KA I C. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"IX', 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 Bnilding Code t5 �� Acceptance No-�-�c--�� Fxnirslion Daly NO CHANGE THIS SHEET a DATE:07/02/15 m v x U a CO Y Q U) naa 0 O N UNC14 cr- O M d M ^, • C ZH �• Q �• Z � Z [r)•u- W •J LMOJ(j 0 eve-0 - .lib . ; �'`''. o Q OWN '0M0 00 �..$ �'• •Q o .z ..a., p••�• • Z• Os Z 66 0• •� •s�• : • Z .�• • m aay O tom- Z Q o Z z al°as LL _ W 0 ti 000 W x i CL (L U_ I tL a)7!1 I,Dsad sauas No.55705 Ci. ST \TE OF A. LYNN MILLER, P.E. P.E.N 58705 EDGE DISTANCE INSTALLATION TYPE E 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4' EMBEDMENTI INSTALLATION_ TYPE F 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT i- EDGE DISTANCE 1 /4" MAX Fj SHIM 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. 1/4" MAX. SHIM #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H INSTALLATION TYPE G - *-I- EMBEDMENT 1/4" MAX SHIM .I d e CONCRETE/CMU PER ANCHOR REQUIREMENT 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 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 EXTERIORID \ 11 VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EMBEDMENT EDGE '- DISTANCE 'r ' a a. 1 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. Southem Pine (SG=0.55) 9116' 1-3/8' 12' Aluminum, 6063-T5 min. /8- 0.063' ' 2' A36 Steel 318" 0.063" • 12' Steel Stud, Gr. 33 min. 318' 1 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. 3/8' 0.063' • 12' A36 Steel 3/8' 0.063' ' 12" Steel Stud, Gr. 33 min. 3/8' 0.045' (18 Ga) • 12' 1!4' 410 SS CreteFlex Ungrouted CMU, (ASTM "0) 2-1/2" 1-114" 12' Concrete (min. 3.35 ksi) 1' 1-3/4' 12' 114" Steel Ultracon Concrete (min. 2.85 ksi) 1' 1-3/4' 12' Concrete (min. 2.85 ksi) 2-1/2' 1-3/8' 12" Ungrouted CMU, (ASTM G90) 2-1/2' 1-1/4' 12' Grouted CMU, ASTM C-90 2-112" 1-3/4' 12" 51%' Steel Ultracon Concrete (min. 3.5 ksl) 1-1/4" 1-3/4' 12" Grouted CMU, (A TM C-90 2-1l2' 1-3/4' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRA f E. 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 1-112" 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 �c Acceptance No MXpiration Date I LBy 114i 'U. NO CHANGE THIS SHEET DATE:07/02/15 m > U a ch Y Q Uj a j naa O to 7 ti 't O N 04 at°o O� • •�• O • tg um°�Q O �• �i_J is p U •th' •x• o Q • vK • W Q 00 F—•Z' •Q]r O a....Q.0 `-•�•�� Z .. .Q• •� Z .Cb. JL• O O• • Q ^ 0O ►� ? Z Z_ NN LL. W W W J 00 X Cl a 0- LL W altrj •asaQ sauas LYNA/'�� ` .• �IGENSF'•.�F` i A- . No.58705 TE 01 C`S� •�<OfZiDP X, '!llflllti'� A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-314" INSTALLATION 2X WOOD BUCKSTRIP EMBEDMENT [--- /-- 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 TYPE L #10 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUC OR FRAMING, NOTE 2, THIS SHEET EMBEDMENT I- �1/4" MAX SHIM INSTALLATION TYPE J 1/4" MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET OR u MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET INSTALLATION 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 EMBEDMENT EXTERIOR ID VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E TAW L 1n• Anchor Substrate Min. Edge Distance Max. O.C. Spacing 2-1/2" x A IF 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) 3/8" 1 5" 2-1/2" x .145" Roofing Nail P.T. Southern Pine SG=0.55 3/8" 5" #10 x 1" Steel Screw' P.T. Southern Pine SG=0.55) 1/2" 5" 0.093" Aluminum, 6063-T5 min. 5/16" 5" 1/16" A36 Steel 5116" 5" 0.045" 18 Ga Steel Stud, Gr. 33 5/16" 5" ` MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. TYPE J c=' 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 1-112". 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 RLV ISED as complying with the Florida Building Code ;M'(1) Acceptance No t Exuiration Date I q NO CHANGE THIS SHEET a DATE:07/02/15 m cot > M a_ Y Q „aa p 0 C9 N' t M • •al°Q wA ��8 •Q .0ri004 NI O•y •Z ei (9 01 IM°JZ••t10 .•• p. LU•tp•p 2 • J : N 1% K! • m p ',.•. •0 � 9Mo `to o �..z . • • ' <n ®• F— •tn ~ I o g Z NN} IL >Z > Q W W z X Z '7 a n- LE LL 31pi 1 -°saQ sauas \\`tttl l t lAl'f / 41ll 1111 y No. 58705 (� STATE OF 1/ j/ �` . A<OF;IOA A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION TYPE M� FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO 0 MORE THAN 6" O.C. 4 EXTERIOR a WINDOW BUCK HEIGHT 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE / NOTE 2, THIS SHEET EMBEDMENT !M --t1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-718" O.C. MAX. EDGE DISTANCE_F_ CONCRETE/CMU PER ANCHOR REQUIREMENT 1 /4" MAX. SHIM 77-- I� I +— VISIBLE INSTALLATION TYPE O LIGHT HEIGHT = FOR THIS INSTALLATION WINDOW ' METHOD ONLY, BUCK ANCHORS MAY BE NO HEIGHT - • MORE THAN 6" O.C. 2-3/4" #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, __72�2 THIS SHEET 21 TYP. ANCHOR TYPE, 6 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 5 S1/4"MAXSHIM INSTALLATION TYPE N EMBEDMENT a: EDGE �I DISTANCE VERTICAL SECTION H-H a INSTALLATION TYPE M FOR THIS INSTALLATION EMBEDMENT METHOD ONLY, 1/4" MAX ANCHORS MAY BE NO SHIM MORE THAN 6" O.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET c:='T EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET INSTALLATION NOTES: INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TARI F 11- EMBEDMENT • a T EDGE o s DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR ID Anchor Substrate Min. Edge Distance Min. Embedment Max. O.C. S oln #12 or #14 410 SS Screw P.T. Southern Pine SG=0.55 9116" 1_/8" 6" Aluminum 6063-T5 min. 318" 0.063" ` 6" A36 Steel 3/8' 0.063" ' 6" Steel Stud, Gr. 33 min. 3/8' 0.045' 18 Ga 6" #12 or #14 Steel Screw (G5) P.T. Southern Pine SG=0.55 9/16" 1-316" 6" Aluminum, 6063-T5 min. 318" 0.063' ' 6" A36 Steel 3/8' 0.063' • 6' Steel Stud, Gr. 33 min. 3/8' 0.045" 18 Ga 6" 114" 410 SS CreteFlex Ungrouted CMU, ASTM G90) 2-1/2" 1-1/4' 12" Concrete (min. 3.35 ksi) 1" 1-3/4' 12" 1/4' Steel Ullracon Concrete min. 2.85 ksi 1" 1-314' 12' Concrete min. 2.85 ksi 2-1/2" 1-318" 12' Ungrouted CMU, ASTM G90 2-1/Y 1-114" 12' Grouted CMU, ASTM C-90 2-1/2' 1-314" 12' 5/16" Steel Ullracon Concrete min. 3.5 ksi) 1-1/4" 1-3/4- 12" Grouted CMU, ASTM G90 2-1/2" 1-314' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 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 Building Code Acceptance No 1 s12(�at piration Date Wt 1 By Mia a e ro uct Control NO CHANGE THIS SHEET DATE:07/02/15 m a U > M Y Q LU > °'- naa 00 O tj N co C� N N lY O �•t�� a LL{ L •�J•u •tA oip i• •�'• =•LJi W�• .qf. 9MQ ao �• •m �• •�..• • iL* P I..• •I" •J �• • • • • • • ® N �S Z a> .4 -. O H O Q Z Q Z .J of"s NN U. CC Z [� 00 x z aL LL LL SIN ,asap SauaS \\�`tttllillr/�/ i 7 h rs a , /0 (Y. A. LYNN MILLER. P.E. P.E.ff 58705 ALL CORNERS TO j USE GASKET f AND/OR SEALANT 6 TABLE 12: ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90" CORNER FRAME ASSEMBLY EQUAL -LEG FRAME FLANGE FRAME ANGLED/CURVED FRAME ASSEMBLY I I 10 ALL CORNERS T USE GASKET AND/OR SEALA� EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Item PGT Part # Description Material 1 4263C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7116" L.ami. Glass Beading Alum. 6063:M 5 4254 I.G. Glass Beading Alum, 6063-T5 6a 4270 Installation Fastener Co;er Alum. 6063-T5 6b 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at 90° corner joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Wro. 65 +/-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block, Mono. 3/16" x 7/16" x 4' Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3116" x 1-3/37' x 4" Neoprene, Duro. 85 +/-1 22 DURAK716 7/16" DuraSeal Spacer 29 #6 x 1-1/4" FH SMS Stainless Steel 30 781P& #8 x V Quad PH SMS Stainless Steel Qc�A 2.784" .094" .074" � .062" 1.875" 438" 1.000" .050 OFLANGE FRAME #4253C, 6063-T5 .970" I-�— .875" —� ��_ .050" 7/16" LAMI GLASS BEADING #4255, 6063-T5 ASSEMBLY DETAILS FOR FIN FRAMES 90° CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 2.784" .094" -----4 �— T T 074" .062" 1.375" 500" 438" OEQUAL -LEG FRAME #4285, 6063-T5 l•----- f , .346" .875"� .050" I.G. GLASS 5 BEADING #4254, 6063-T5 2.784" .094" —►t I �— _F 074" 062" 1.375" 500"r1r v +050" 0006' 1.125" � 3 FIN FRAME #4256, 6063-T5 -+{ 1.037" �— .050" INSTALLATION a 6FASTENER COVER #4270, 6063-T5 PRODUCT REVISED as complying with the FWda Building Code 15 " 5 2% Acceptasice No Ex iration Date � 1 i By , NO CHANGE THIS SHEET a DATE:07/02/15 m Or U iu x W > co r- a Y tl) Q nab t- O 0 u) d• 0 N N O W 04 o0 a100 �e uMolp O a+ 4 _j § iowl u- * " ti• �• 0• ?c' U TS W a0o W � . � to rp� OMb•it 0 '•.• 1 9M0 o 'r .g. . a z �. �• o .,�. Q •<• U z O• • .. ® w W •Z• —' �O O F W Z Q Z_ cr_ atD7S h C4 Oh W W W 5 00 , O t1 d w to apq ��saQ sauag A. LYNN MILLER. P.E. P.E.# 58705 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE' Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance age-compry, a (3) rb"ifing owner. SECTION A — PROPERTY INFORMATION P + FZ (N$(1qCEt C1 PANY USE Al. Building Owner's Name P611cv Nr mb6r"`6--' MONICA SAVITS AND CHRISTOPHER SAVITS b� 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 /i City State ZIP Code 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.1N80°09'59.86" Horizontal Datum: ❑ NAD 1927 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 644atiorC(" data o; bese hood depth entered in Item 139: ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: *00 ••• • . •• • B11. Indicate elevation datum used for BP; In ItIm Q9:•J iGi 1i29 'NAVD 1988 ❑ Other/Source: . .. .... .... B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Z No Designation Date: • ; • f ] C13FtS ; fft OPOA . . . . . . . . . . . • • • • . • . • • . . ... . . . ... . . 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/A1 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 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) NSA. ❑x feet ❑ meters d) Attached garage (top of slab) 6.80 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 5 50 ❑x 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 `rZ� Q 1-7I l Title REG. LAND SURVEYOR 0 ` 1 Company Name BLANCO SURVEYORS INC. Lre Address 555 N. S E DR. City State ZIP Code MIAMI BEA H Florida 33141 Signat re • Telephone •4a�e • Q8N•17.#20.1fr • (305) 865-1200 • • all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment andJocatiow, per .,2(e)! if applicable), LATITUDE AND LONGITUDE OBTAINED tI:GdbGLEiC:.E' A/C EUFV&ION. CROWN OF THE ROAD ELEVATION: 5.40'16N dGNTERLNt QNICI'NTECZ OF ROAD. BM# B-50 LOCATOR: 3250 S ELEV: 1V02' • •0 • • • • • • • • • • • • •• •• • • • •• !• FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL, A Ilk REVISED: 8_ 17 -16 LOCATION SKETCH SCALE: NTS ko r� �Aor •••• • •••• •• • • •• • • • • •••••• 0009 • • • • • • i 0000 • • • • • • • • • be i•••• Property Address: 1460 N.E. 103'd St., Miami Shores, FL. 33138. • • Certified To: Monica Savits and Christopher Savits o1^=blYr Y)ALK; L;S§FCONCRETE BLOCK STRUCTURE, CLF=CHAIN LINK FENCE,PL=PROPERTY LINE.DUE=DRAINAGE UTILITY EASEMENT IP=IRONPIFE, Legal Description: Lot 15, Block 5, of REPLAT OF TRACT "C", MIAMI SHORES BAY PARK ESTATES, F=FO NjDj. Aict=AIR CON6rtrI3NER PAD, PNC=PROPERTY CORNER. DM=DRILLED HOLE, VNF=MODEN FENCE, RES=RESIDENCE, CL-CLEAR, RB=REBAiL according to the Plat thereof, as recorded in Plat Book 64 Page UE=U I01 EIS M CONC=CONCRETE SLAB. R/VV=RIGHT OF W4Y, DE=DRAINAGE EASEMENT, C/L=CENTER LINE, 0=D4gM , g 97, of the Public Records of Miami -Dade !_R . ' +' TER TYP=TYPICEL, County, Florida. �M=MEASURED.; R=RECOR„DED. ENCR=ENCROACHMENT. COMP=COMPUTER. ASH=ASPHALT, 11 ., FS T .. _ _ N/D=NAIL 8 DISC. S=SET FEE=FINISH FLOOR ELaATICJ, -O/S=OFFSET, P/F=POVvERPOLE. OHP=OVERHEAD POVvERLINE, VJvI=VV4TER METER - V VFENCE= ' MASONRYMLL= I I I I I f ELEVATION BASED ON LOC. # 3250 S CONCRETE •:.:..:•.I••7. ': :,:.••I.e.••I .:•-1.•:.- •:. CBIVI# MAINTENANCE 8 DRAINAGE EASEMENT= M & D.E. ELV. L — B-50 10.02 `7PE OF SURVEY: BOUNDAR`' SURVEY I HEREBY SURVEYOR'S NOTES 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE the eon meets h eFminimumYhattt chnical surverepresented requirements AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOF adopted by the STATE OF FLORIDA Board of Land COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT �) Surveyors pursuant to Section 472.027 Florida UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETI:: Statutes. VERTICAL DATUM_OF 1929.. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONA: There are no encroachments, overlaps, easements RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. �) appearing on the plat or visible easements other than CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY -DESIGN WORK FOR BUILDING AND ZONING as shown hereon. INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETEaMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited' G.r�gti without written consent of the signing party or parties. Jkd-AADIS N. NUNEZ BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE -OF SAID Pa, 64 _ PAGE 97 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 Email: blancosurveyorsinc@yahoo.com Fax: (305) 865-7810 FLOOD ZONE: AE SUFFIX: L DATE: 09�11�0�ASE: 9 r PANEL: 306 COMMUNITY# 120652 DAT : SCALE: DWN. BY: JOB No 15-914 11762/15 i-_ '�0 F RI-.._- �s�*O1tES y� Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 FCORiD4' Project Address 1460 NE 103 Street Miami Shores, FL CHRISTOPHER SAVITS Permit No. RC-9-16-2500 Permit Type: Residential Construction erlI I Work Classification: Addition/Alteration Pennit"Status: APPROVED Issue Date: 4/18/2017 1 Expiration: 10115/2017 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 Cell Valuation: $rn197,182.00 Total Scl Feet: 250 Approved: In Review Comments: Date Approved:: In Review Date Denied: 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 ,avanaole 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 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 .REy FtorctoA Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. RC-9-16-2600 Permit Type: Residential Construction Pen t Work Classification: Addition/Alteration Permit Status: APPROVED Parcel Number issuet)ate:411812017 ] Expiration:10/15/2017 Applicant 1460 NE 103 Street 1132050310060 CHRISTOPHER SAVITS Miami Shores, FL Block: Lot: Owner Information CHRISTOPHER SAVITS 1460 NE 103 ST MIAMI SHORES FL 33138-2626 Contractor(s) Phone Cell Phone DISTINCTIVE HOMES (305)279-2088 Cell Valuation: _ $ 197,182.00 Total Sq Feet: 250 Approved: In Review Comments: Date Approved:: In Review Date Denied: 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 Avauaoie Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Insulation Truss Insp Columns Foundation Window and Door B 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 Certific: 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 1 FLORlDp Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. RC-9-15-500 Permit Type: Residential Construction enniWork Classification: Addition/Alteration Permit Status: APPROVED Parcel Number Issue Date: 4118/2017 I Expiration: 10/15/2017 Applicant 1460 NE 103 Street _ 1132050310060 Miami Shores, FL Block: Lot: CHRISTOPHER SAVITS Dwner Information Address Phone CHRISTOPHER SAVITS 1460 NE 103 ST MIAMI SHORES FL 33138-2626 Contractor(s) Phone Cell Phone DISTINCTIVE HOMES (305)279-2088 In Review Date Approved:: In Review Date Denied: Type of Construction: :ront Setback: -eft Setback: Submitted: Yes -ate 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 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 Annt Paid Annt 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 AVauaoie inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Plannino Review Structural Review Structural Review Mechanical Review Mechanical F. Termite Letter F. Elevation Certificate 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 a construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 18, 2017 reg April 18, 2017 3 ` SgORts L, t� F�OR1Dp' 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 erlI Imt ' Work Classification: Addition/Alteration Permit Status: APPROVED Parcel Number Issue Date: 4/1812017 1 Expiration: 10/15/2017 Applicant 1460 NE 103 Street 1132050310060 Miami Shores, FL Block: Lot: CHRISTOPHER SAVITS Information 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 Comments: Date Approved:: In Review Date Denied: 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 Ins Inspection Type: Final PE Certification Drywall Window Door Attachment 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 Authorized Signature: Owner / Applicant / C April 18, 2017 Agent BUILDING PERMIT APPLICATION Miami Shores VillageaT Building Department MAR S 2017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 L ' _ Tel: (305) 795-2204 Fax: (305) 756-8972 —_ INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. 16 — 2-TOO Sub Permit No. 2[�UILDING ELECTRIC ROOFING REVISION EXTENSION ORENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1--,+ 60 0 F— I03" (- City: Miami Shores County: Miami Dade Zip: 33/ 3Ci folio/Parcel#: — 33.OS - O 31 —O o6 -o Is the Building Historically Designated: Yes NO f Occupancy Type: Load: Construction Type: Flood Zone: m C� BFE: FFE: OWNER: Name (Fee Simple Titleholder): G4+1e1 S-1oPrfaEA_ Q Mnu tc,+ :5AV ITS Phone#: 3011- -41 O - I Address: I-A-f 6o 01-i 103-4 <+,4w74-- City: a I, S4-.� State: ' Zip: 3 31 3 $ Tenant/Lessee Name: 4- . Phone#: Email: Ho•-�,40t� Q o (• Cr►t� . CONTRACTOR: Company Name: - Address: s S 3 5' S&,D I I Z!P- 3o a — Z q — 2-0 88 City: A I I "- State: _r _ Zip: 3 3 1 &5 Qualifier Name: —lo S-e. VVC, 4 , t-4-L :::�a.M tz Phone#: State Certification or Registration #: eftS 1 Certificate of Competency #: - -r �-- DESIGNER: Architect/Enginee r:-_) --s-eGw r e IPEL Phone#: 30ti Address: City: _ '4 o-f..r State: Zip: p� ay� Value of Work for this Permit: $ � ' `—� 7 Square/Linear Footage of Work: Type of Work: Ea Addition Ll Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: =,- ,r, a- Ho,- S—g,: 1,,.. NA Specify color q Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ color thru tile: _Radon Fee $ WRaTrainina Ck (Revised02/24/2014) chJ G/� ClJ\ r SIRS ' ` Notary $ � + I C)C) Double Fee $ 15q 15. Bond S 500 .t- 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 Zi 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 men: n't 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 d reinspection fee will be charged. Signatu NER or AGENT The foregoinifl'nstrument was acknowledged before me this -NP�5 day of d -A I � J9 , 20 by y tUTICU ,OIA V id whois known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as CONTRACTOR The foWr ,,4 ig instrument was acknowledged before %me this !� day of /� e-C&-kDER— , 20 by wh to me or who has produced ` as identification and who did take an oath. NOTARY PUBLIC: Sign: OAOM fl�.l U, Mh:�V_ 1 Sign:_ Print: Cou r I f l-t I latua , Print: _ Seal: Seal: s 11V1I �MAMOwdrMr.OBM APPROVED BY: t� .Plans Examiner Structural Review ELZIRISGOMEZ Notary Public -Stateof FW& •�y, Commission i GG 071342 _ My Comm. Expires Feb 9, 2021 ?ocn Bonded thwo National W"Assn. Zoning Clerk (Revised02/24/2014) Distinctive Homes 5535 S.W.112'e 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 103id Street, Miami Shores, FL 33138, in accordance with the architectural plans issued by Fernando Gomez-Pina, 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: 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 r and rofit Gomez (D'i"stinctive Homes) 6,598 24,170 6,295 7,740 21,765 5,603 12,210, F' 6,100 — 2,900 4,190 11,320 8,200 3,320 15,200 LA-) 10,548 23,500 9,400 6,665 185,724 27,859 213.582 stopher Savits (Owner) Office: (305) 279-2088 Fax: (305) 279-2066 Mlsslon: Rick saoM To prated, pmn*de & inp-me the health Gotierttor of all people in Florida through integrated OT � Colosto P Mpv MD, MPH state, county & oornnnity eft ts. HEALTH Satee &'ge"'and ''' Vlslon: To be the Heaf09est state in the Nation February 22, 2017 Facemaker Design Group 1370 NE 103 Street Miami, FL 33138 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, 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, Yvenel Clermon , OCEHP Engineer I Department of Health in Dade County in Dade County - - , Florida TWITTER:HealthyFLA PHONE: (305) 623-3500 FACEBOOK:FLDepartmentofHealth YOUTUBE: Ndoh 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: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this �_ day of -( , 201--). By (mod ti ((A 5'4017S who i ersonaliy kno to me or has produced JAY S 90 Notary: t NoI&Ly440rc State of Florida ?• Comission fF 228649 m S 's1 My Comm. Expires May 10, 2b19 �� %PN„N ��,` SmW through National Notary Assn. 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: (305) 762-4949 BUILDING PERMIT APPLICATION F-IBUILDING ELECTRIC ROOFING F-IPLUMBING MECHANICAL PUBLIC WORKS SEP 08 2016 5fih FBC 201u Master Permit No. RC . 1 (0 7-50 Q Sub Permit No. REVISION Ej EXTENSION RENEWAL CHANGE OF CANCELLATION Ej SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip:I 3 rs Folio/Parcel#: trr a Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 0 1 Address: ( Z) 1 City: State: Tenant/Lessee Name: LD Email: hone#: .Zip: S; I JG Phone#:_ CONTRACTOR: Company Name: -MAC Phone#: Address: City: State: Zip: Qualifier Name: hone#: State Certification or Registration #: n Certificate of Competency #: _ DESIGNER: Architect/Engineer: —� t Phone#: 30A - � — -- Address:aq— \ Qv� City: 1 Stater Zip: 3S0 tO �4'n s-P Value of Work for this $ 4 60, Oo0 Square/Linear Footage of Work: O�c1oo, S'� s F Type of Work: ddition Alteration ❑" New� ❑ Repair/Replace El Demolition ai Description of Work: Flo i� N a& u �V�04NeU.L E!,� I �zf '. r,=.v jin:%!c;i Specify color of color thru tile: # , i�- Submittal Fee $ Permit Fee $ CCF $Y91j0/Cc• �u Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bondirig 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. t "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 which 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 NER or AGENT The foregoing instrument was acknowledged before) me this _9-113 day of �1 20 I l!1 by y w 1 � who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: ov� \ nMa,� Print: � �rt�I � �- tat C Seal: Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of as me or who has produced 20 , by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: as 00" "" s = y�VNM APPROVED BY A Tans Examiner l� Zoning Structural Review (Revised02/24/2014) Clerk Distinctive Homes 5535 S.W. 112t' Court Miami, Florida 33165 November 15, 2016 Monica and Christopher Savits 1460 NE 103 Street Miami Shores, Fl. 33138 •• f ••• • • • • go . • • • • • • . •••••• .... . ..... ...... . . ..... .... .. .. ...... go % . . . • ••, 041, • • .. • • • • go Distinctive Homes and its subcontractors propose to carry out the renovation of the property located at 1460 NE 103ra 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: 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 E �-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 (Distihct-ve Homes) 185,724 27,859 213,582 onic nd istopher Savits (Owner) Office: (305) 279-2088 Fax: (305) 279-2066 REEL Quote Date: WINDOWS Job Name & Job Location CONSTRUCTION Re Delivery Zip Code: REEL WINDOWS QUOTATION 1460 NE 103 ST Customer: P.O.: November 5, 2106 Contact Person: Phone #: 1460 NE 103 ST Fax #: E-mail: 786-223-7421/ 305-496-3132 Paint Finish: WHITE Glass: GRAY IMPACT DISTINCTIVE HOMES JOSE GOMEZ 305-970-9195 ---- - ----- ---- - ----- ---- - ----- ---- - ----- ---- - ----- ---- - ----- • • • • • • • • • • 4v S�s-v� cJF C^�crl� kt14 S f 7/( 9,00 . Y)O✓i GXDA& _- or- �t 37-/�Jdl7?,�2. Akev aJ ff �-- ,3�h _/ iEieJv^,t -#213, s-s 2-vim 4- o l5? /�Z-C/o �s N , .4 L,� Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 CORIDQ' Permit NO. BPP-5-17-1271 Permit Type: PoolsMhirlpoolslHot Tubs 1 Worts Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 11912018 1 Expiration: 07/08/2018 Project Address Parcel Number Applicant 1460 NE 103 Street 1132050310060 CHRISTOPHER SAVITS Miami Shores, FL Block: Lot: Owner Information Address Phone Cell MONICA SAVITS 1360 N. E. 103 ST. Contractor(s) Phone Cell Phone POOLS BY G.E. CORP (786)732-0614 (786)355-3382 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Work: Swimming Pool Additional Info: Classification: Residential Fees Due Amount CCF $10.80 CO/CC Fee $50.00 DBPR Fee $8.10 DCA Fee $5.40 Education Surcharge $3.60 Permit Fee $540.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $9.00 Technology Fee $14.40 Total: $721.30 Occupancy: Private Bond Return Scanning: 3 Valuation: $ 18,000.00 Total Sq Feet: 300 Pay Date Pay Type Amt Paid Amt Due Invoice # BPP-5-17-63960 05/09/2017 Check #: 1499 $ 50.00 $ 671.30 01/09/2018 Check #: 105 $ 671.30 $ 0.00 Avauaoie inspections: Inspection Type: Fence Final Pool Deck Review Review Review 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 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, 1hed UMBII/NG, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: }ify'thtat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoniuo re. I authorize the above -named contractor to do the work stated. January 09, 2018 AutMhna, lr�t Owner / Applicant / Contractor / Agent Buildiartment Copy January 09, 2018 Miami Shores Village RECEIVED Building Department JAN 09 2017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 r4 BUILDING Master Permit No.-8PP911 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _ i`"C/� 6o City: Miami Shores County: Miami Dade Zip: 1;31 3 S Folio/Parcel#: '_ 3�b �3i O c4cO Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: 4 E- BFE: FFE: OWNER: Name (Fee Simple Titleholder): -p -'t z!2h,,o ka.,- Scw Lt Phone#: 305--9 S �- - g Address: 1 -4 �0 0-15' 10�""( S-frQo�— v City: t S State: Zip: 33/ 3G Tenant/Lesse Name: Phone#: Email: CONTRACTOR: Company Name: P0©15 Phone#:S(�-�SJ"332. Address: ) a 3 i Suo 33 C City: VV 1 a�u.i Qualifier Name: - State Certification or Registration #: GPC DESIGNER: Architect/Engineer: te: Zip: J r Phone#:86 of Competency #: ne#: Address: p Q City: State: Zip: Value of Work for this Permit: ©00 Square/Linear Footage of Work: "D,00 Type of Work: Addition ❑ Alteration ❑ New ,] Repair/Replace ❑ Demolition Description of Work: z4dq, P-� spo— Gt.vt d' 'fa l- c ►Jc:d, ' fix', S1 1 ✓l4 Drr-�� _-�...r�...,;..� �,.er....�"'... . �. Specify color of color thru tile: Submittal Fee $ Scanning Fee $ . Technology Fee $ Structural Reviews $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $zr- I (0 -A TOTAL FEE NOW DUE $ (a`' •30 (Revised02/24/2014) Bondirig 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: 1 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 which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved`?9nd a reinspection fee will be charged. Signature or AGENT The foregoing instrume t was acknowledged before me this day of d� 20J by _/)njN 1(,n L, v •_4 who personally kno to me or who has produced as Signature 41 6 01 ( TRACTO The foregoing instrument was acknowledged before me this �� day of ti �j 20 �� by :-tJ��,Jy� �•- �S`^* is personally known to po me or who has produced �—`43�'t� as identification and -who did take an oath. identification and who did take an oath. NOTARY PUBLIC: •print: y' tir -----JAYU /J �* Notary Public - State of Florida Seal: . Commission # FF 228649 My Comm. Expires May 10, 2019 ''"�•"`�� Bonded through Natichal Notary Assn. APPROVED BY NOTARY PUBLIC: 6 \\11111111111/!!/ lP PENIS Sign: ` MISS/ Al Qq Ms1Q1 1 01 Print: Wiz% �00 0 rn'*_ Seal: SO #FF 954760 ; Q Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village ��b g iJ' V 0 9 "u17 �� ,� Building Department BY_ '-— s 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 14 4 INSPECTION LINE PHONE NUMBER: (305) 762-4949 L_ FBC 20 l\-( BUILDING Master Permit No._i�pp)_4 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: (QD N .E ID 3 J ' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: It -3 205 -Q3) "- bQ (p g Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): /Ch ris4 y Ater So1/ 2 1l-Phone#: 305" 7l0 - ! ``�d S Address: Roo o b k)F io � SY City: W�Hmi '�hOr-eS State: PL-. Zip: -3 Tenant/Lessee Name: Phone#: ? 5� -711Q Email CONTRACTOR: Company Name: Phone#:a -- 355-3,3,? Address: f23 1 r_4 City: fy) State: Zii-p�: 3 �) F(� / /�75 ".9� ��2. Qualifier Name: -erh4 ve L !�, Phone#: State Certification or Registration #: CPr 5 $& y t; '_Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ! �. o0o Square/Linear Footage of Work: oo Type of Work: Ad^ditiofn� El Alteration El New Repair/Replace ❑ Demolition t+ Description of Work: D) necQ W A Rncl 0-P46 A _� g 1 n XV Specify color of color thru tile: u Submittal Fee $ � , Permit Fee $ 5G T(:) ' Ob CCF $ CO/CC $ Scanning Fee $ ' �t t Radon Fee $ U r 0 DBPR $ (� Notary $ T Technology Fee $ f ,o Training/Education Fee $ - 6O Double Fee $ '- Structural Reviews $ c� Bond $ T2-0-i 6 TOTAL FEE NOW DUEL$._ (Revised02/24/2014) 1� 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. I t ; "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 dt the'job site for the first inspection which occurs Wen (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved an r nspection fee will be charged. Signatu ER or AGENT The foregoing instrument was acknowledged before me this day of 20 , by Cwho is ersonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si Pr * * MY COMMISSION t FF 1650 Seal: wl+ aF�oaB�dedTtwBudgetWtaryServices Signature C T It CTOR The foregoing instrument was acknowledged before me this �} day of 20 L- by wtC) I VP who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: ••., % AIDA FRO-O Print: MY COMMISSION # FF 16 n EXPIRES: October 5, 2018 Seal: ,FOF d"O� Bonded ThruBudget Notary Servkes APPROVED B 1r f Plans Examiner Zoning ( r I, Structural Review Clerk (Revised02/24/2014) 16 A� V CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDONYYII) 3/23/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. H SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Insurance Group, Inc. 9570 SW 107 Avenue Suite 104 Miami FL 33176 CONTACT Amanda Nogues NAME:Eastern PHONE (305)595-3323 �:(305)595-7135 -MAIL amanda@easterninsurance.net ADDRESS: INSURERS AFFORDING COVERAGE NAIC d INSURERA$cottsdale Insurance Co. INSURED Pools by G.E. Corp 12315 SW 133 COurt Miami FL 33186 INSURER B J3usinessFirst insurance Co. INSURERC: INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: aster 17/18 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDLSUBR POLICY NUMBER MP CY EFF MIDD/OLICY Y LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE �$ OCCUR CPS2646532 3/16/2017 3/16/2018 EACH OCCURRENCE $ 1,000,000 PREMISES Ea occurrence $ 100, 000 MED EXP (Any one person) $ 5,000 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: % POLICY ❑ JE Q LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS -COMP/OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) _ $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A 68119 00 3/16/2017 3/16/2018 8 STATUTE ERµ E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYE $ 100,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Swimming Pool Service and Construction rroTlrlrrATr unl nPI3 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 David Lopez/DAVID — —� ACORD 25 (2014/01) INSn25 /?ntentr 01988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD A� U® CERTIFICATE OF LIABILITY INSURANCE DATE(MMND/YYYY) 3/23/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Eastern Insurance Group, Inc. 9570 SW 107 Avenue Suite 104 Miami FL 33176 NAME: CT Amanda Nogues PHONE (305)595-3323 No:(305)595-7135 MAIL ADDRESS: amanda@easterninsurance.net INSURERS AFFORDING COVERAGE NAIC # INSURER A Scottsdale Insurance Co. INSURED Pools by G.E. Corp 12315 SW 133 COurt Miami FL 33186 INSURER B BusinessFlrst Insurance Co. INSURER C : INSURER D : INSURER E INSURER F : nMVFRAnFS CERTIFICATE NUMBEWMaster 17/18 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER MM DD/LICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 7 OCCUR CPS2646532 3/16/2027 3/26/2018 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY ❑ JET LOG OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY AN AUTO ALL OWNED SCHEDULED AUTOS AUTOS NO OWNED HIRED AUTOS AUTOS CEa OMBaccidentINED SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ a UMBRELLA UAB XCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ RDED AGGREGATE $ I I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory In NH) ff yes, describe under DESCRIPTION OF OPERATIONS below N/A 68119 00 3/16/2017 3/16/2018 X I STATUTE I I ERA E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYE $ 100,000 E.L. DISEASE - POLICY LIMIT 1 $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Swimming Pool Service and Construction Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE id Lopez/DAVID ACORD 25 (2014/01) INS025 /2nt4n•n U 1988-2U74 ACORD CORPORATION. All rights reserVeci. The ACORD name and logo are registered marks of ACORD n 010372 Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7171037 LBT BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES POOLS BY GE CORP RENEWAL SEPTEMBER 30, 2017 12315 SW 133 CT 7449887 MIAMI FL 33186 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS POOLS BY GE CORP 213 SERVICE BUSINESS PAYMENT RECEIVED C/O GUILLERMO ESQUIVEL BY TAX COLLECTOR Employee(s) 1 $75.00 07/28/2016 FPPU06-16-020645 This Local Business Tax Receipt only confirms payment of the local Business Tax. The Receipt is nit a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply)pi� W VVernmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami -n Secip--ZJC. For more information, visit www.miamidade.aov ax oi' t. Miami Shores Village � Building Department 0x 64 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 E�' Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC201L� BUILDING Master Permit NOT pp --;I - 12 PERMIT APPLICATION Sub Permit No.IPEU I i P-3 ` 30 8G Pi BUILDING ❑ ELECTRIC ❑ ROOFING IxREVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: /YL QV OWNER: Nae Simple Titleholder): d- G► m FePhone#: Address: V 5 City: t. State: Zip33I Tenant/Lessee Name: i Phone#: Email: an d nce�� Ur► -1 IL — T l�-�V (G-- CONTRACTOR: Company Name: �/S � 4 .r Lle�.Ci�r -25< Phone#: Address: City: .�1��!^� State: ,!//� I� .3 Zip: sa�/ Qualifier Name:/QE.r«o 4e;- T �/1��1�' Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $, Notary $ a L Technology Fee $ 7 Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Addre f 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro nd a reinspection fee will be charged. Signatu Signature .✓ OWNER or AGENT CONTRACTOR The f regoing instrument was acknowledged before me this The f regoing instrument was acknowledged before me this day of. 20 / Z by // day of 021 20 / y , by who is personally known to g: Z-- -!who is personally known to e. or who has produced as me r who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P LI NOTARY P LIC: i Sign: / Sign - Print: L/ Print: LIZETTE LLORET Ij 6eal: LIZETTE LLORET ,State of Florida-Nota�, C ;l `�,��ur,, Commission # GG 118087 i P- \�;State of Florida Notary Public s Commission If GG 118087 My Commission Expire June 22, 2021 i; a: Commission Expires *. APPROVED BY Plans Examiner U Zoning Structural Review Clerk (Revised02/24/2014) i � BUILDING PERMIT APPLICATION ❑ ILDING PLUMBING JOB ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ELECTRIC ❑ ROOFING T z o 2018 Lt S�• 15- 305.E FBC 201 Master Permit No. /3�J° S�/��'/�. 71 Sub Permit Noy (F `, ( ,9) ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): alle..S Phone#: Address: /�//o m5 /d3 ,$T City: fi'�/C��i S�i�� State: ' �0.e%d1t Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: CJG�/Ss� �i✓� /��/S�� Z;e, Phone#: %df Address: City: ovn©Gjj- / State: %�0.�/O� Zip: Qualifier Name: �.9 �2/G°/� ��L �t.O��ti/> �I Phone#: State Certification or Registration #: } �'-,�G'� ��L� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ,) City: State: Zip: y ( Value of Work for this Permit: $��, ��Square/Linear Footage of Work: Type of Work: 1 ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition - Description of Work:- �j_� � ,r46 j2*5V Specify color of color thru tile: Submittal Fee $ Permit Fee $ - CCF $ CO/CC $ Scanning Fee $ Technology Fee $, Structural Reviews $, Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 43, Q (Revised02/24/2014) r , 1 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu NER or AGENT Signature CONTRACTOR Thie, ff regoingennstrumeent was, acknowledged before me this 1 day of 60_�6 Y ✓ 20 by The foregoing instrument was acknowledged before me this day of ✓ �20 _/'i' by f1z�i�s! s,4t�/eS who is personally known to/��vs�/i�1�,.7 , who is personally known to _ me or who has produced identification and who did take an oath. NOTARY BLIC: Sign: Print: ,i.oru.rsr.. Seal: LIZETTE LLORET ;State of Florida -Notary Public *_ Commission # GG 118087 My Commission Expires os s, APPROVED BY as me or who has produced identification and who did take an oath. NOTARY AI�BLIC:/—) Sign: / / v/1 Print: U. Seal: LIZETTE LLORET a ;State of Florida -Notary Public •� Commission # GG 118087 osv,oP My Commission Expires ""`` June 22, 2021 Plans Examiner Structural Review as Zoning Clerk (Revised02/24/2014) Miami Shores Village FfTT`1r, 7-V- � Building Department CT 5 018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: _ _ _ 4. _I Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (Orn IEL (a,$�� FBC 20 ►� / BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. F-IBUILDING dELECTRIC Ej ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS HANGE OF [:]CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ) 4L y 6 � 11 I D 3 S i_ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titlehold//err)/),:{ ��i� S/Q�/f Phone#: Address: �7` UO � XZP__� S% City: State: F�C�.cic Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: (" Z Address: 44 City: i State: Zip: Qualifier Name Phone#: State Certification or Registration #: ^ 0 Certificate of Competency #: DESIGNER: Architect/Engineer: ` Phone#: Address: City: State: Zip: Value of Work for this Permit: $ z om, Square/Linear Footage of Work: Type of Work r ® Addition ❑ Alteration ❑%ew Repair/Replace ❑Demolition Description of Work:Y h ^ Specify color of color thru tile: Submittal Fee $ Permit Fee $ O . ® O CCF Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ A' TOTAL FEE NOW DUE $ J' (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work.will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap d and a reinspection fee will be charged. 1 Sign atur Signature OWNER or AGENT CONTRACTOR Thegegoing instru nt as acknowledged before me this The f regoing instrument was acknowledged before me this I— fi day of vJ v�4`�✓ 20� by day of c Gar by who is personally known to .�` who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY Sign: Print:' Seal: "'" Poe Sir '. LIZETTE LLORET State of Florida -Notary Public _* *= Commission # GG 118087 My Commission Expires June'22, 2021 ******** NOTARY P c: Sign: Print: Seal: LIZETTE LLORET ` 1PPV Pt, �i - p 04 s_State of Florida -Notary Public Commission # GG ate; 118087 %',;F°rvoQ.`' My Commission Ex it APPROVED BY /Z Ci"G/ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) [� STATE' All State Engineering &Testing Consultants, ENGINEERING Inc. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMISTS-DRILLING-ENVIR L November 2, 2015 Revised October 26, 2018 Monica Savits 1480 NE 1031d Street ;.••;• Miami Shores, FL 33138 •..• ; •••••• RE: Pool Addition • " . • • • • : "' •: 1460 NE 103ro Street, Miami Shores, FL 33138 To whom it may concern: : •..:. • • •• • .. . ... ...... This letter presents the results of All State Engineering & Testing Consultants, Inc. (ASETC) CiAG-1,Khnical' Engineering Study for the above referenced project. The purpose of the geotechnical engineering study was to evaluate the site subsurface conditions and provide foundation recommendations for the project. Project Description Our understanding of the site is based on our observations during our subsurface investigation. Information you provided to us indicates the project consists of the construction of a pool with additional elements of steps, retaining wall, spa and water features. Test Method and Subsurface Investigation The borings were conducted in accordance with procedures outlined for Standard Penetration Test and split spoon sampling of soils by ASTM Method D-1586 as described below. Two (2) feet long, two (2) inches O.D. split spoon sampler was driven into the ground by successive blows with a 140 Ibs hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time (continuous method) then extracted for visual examination and classification of the soil samples. The number of blows required for one (1) foot penetration of the sample is designated as "N" (known as the standard Penetration Resistance Value). The N Value provides an indication of the relative density of non - cohesive soils and the consistency of cohesive soils. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. The subsurface investigation consisted of performing one (3), 25-ft deep Standard Penetration Test (SPT) borings (B-1, B-2, B-3). The borings were performed on October 30, 2015. r--i 0 �a a ALI IT aTE 12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443 Based on the information obtained from the SPT borings, Boring B-1 comprised of Topsoil from 0'-0" to 0'-2", Backfill — Gray medium sand with rock fragments from 0'-2" to 6'-6" with N values ranging from 8 to 22, Brown medium sand with some wood pieces from 6'-6" to 8'-0" with N value 2. Black medium sand with muck and some wood pieces from 8'-0" to 13'-6" with N values ranging from 14 to 20. Grey medium sand with some rock fragments from 13'-6" to 18'-0" with N values ranging from 20 to 28, Tan medium limerock from 18'-0" to 25-0" with N values ranging from 47 to 91. Boring B-2 comprised of Topsoil from 0'-0" to 0'-2", Black medium Beach sand.with some rocks from 0'-2" to 6'-0" with N values ranging from 5 to 15, Gray medium beach sand with silt and peat from 6-0 to 12'-6" with N values ranging from 2 to 7, Grey medium beach sand from 12'-6" to 18'-0" with N values ran .....ging from 16 to 34, Tan limerock from 18'-0" to 25'-0" with N values ranging from 51 to 83.: •'. •..... .... % • Boring B-3, comprised of Black medium silica sand with some rocks from 0'-0" to 2'46witM value 1.2, Tan " medium sand with some shells and rocks from 2'-0 to 3'-6" with N value 8, Black maom, sand; 14 some : • • • •: rocks from 3'-6" to 8'-6" with N Value 2 to 9, Grey medium beach sand with silt from; 6; to 13"0"•with N ••�•.� values ranging from 4 to 18, Grey medium beach sand with shells from 13'-0" " 17A" with:04alues ..... ranging from 18 to 37, Tan medium lime sand with coral rock from 17'-6" to 22'-0; witr values ranging • from 37 to 63, Tan limerock from 22'-0" to 25'-0" with N values ranging from 36 to 66. ' : • •.; • ....:. • .. • Detailed subsurface information is provided in the attached SPT Soil Boring Reports. •.. • • Groundwater Conditions The groundwater table was first encountered approximately 2'-0" below the existing ground surface during the performance of the borings. The groundwater elevation is expected to change with seasonal and tidal fluctuations, and during storm/hurricane events. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. Foundation Evaluation and Recommendations Based on the encountered subsurface conditions, we have evaluated a number of foundation systems for the project. Special consideration in the analysis was given due to the location of the property being in an area classified as a Special Flood Hazard Zone. Additionally, there exists the unsuitable soil strata of Silt (B-1: 8'-0" to 13'-6"; B-2: 6-0 to 12'-6"; B-3: 8'-6" to 13'-0")and also, there are areas of the sand strata Black/Brown medium sand Peat (B-1: 6'-6" to 8'-0"; B-2: 0'-2" to 6'-0"; B-3: 3'-6" to 8'-6") which have N values that classify the soil's relative density as Loose. Because of these factors, we have selected the use of Augercast Piles and Helical Piles or Pin Piles. A deep foundation would serve to keep the structure in place in case of tidal surges/flood event. Also, the use of a foundation system using piling would bypass the unsuitable soils and organics and allow the direct transfer of the proposed structural loads to the limestone layer encountered below, thereby providing a stable foundation. The following pile criteria should be used to design the support of the proposed structure: W 0 a ALL ENGINEERING 12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 /• Phone: 305-888-3373 Fax: 305-888-7443 STATE 060::, Helical Piles: The capacity of these piles is essentially developed in tip bearing and side friction' •Th2 analysis•for this : "• •; foundation option consisted of determining a pile capacity for a specific size and depth of installailon. The relationship obtained is as follows: Augercast Piles: The capacity of these piles is essentially developed in tip bearing and side friction. The analysis for this foundation option consisted of determining a pile capacity for a specific size and depth of installation. The relationship obtained is as follows: Pile Diameter Proposed Depth Allowable Compressive Capacity Allowable Tensile Capacity Allowable Lateral Capacity 14" 22' 35 tons 8 tons 2 tons The Augercast Piles should be installed with a minimum embedment of 3 ft into the 4imestone layef.4fout strength and steel reinforcement size should be determined by the Structural Engineer? •ASETC should be provided with drawings and structural details upon their development for our review.' 9 Minimum U 111ree (3) indicator piles should initially be installed at strategic locations in order to verify, the suggested pile depth. The pile installation should be inspected to confirm compliance with depth pesetrafion, cOptj66KY of grout, and reinforcing details. ' •:' •; • • • • Type Shaft Proposed Allowable Allowable Tensile Diameter Depth Compressive Capacity capacity Type B 3.5" 22' 15 tons 5 tons Helix Pile The Helical Piles' helix size/number and required installation torque should be determined by the Structural Engineer. ASETC should be provided with drawings and structural details upon their development for our review. Please refer to the chosen helical pile manufacturer's guide for termination and installation requirements. Helix size/number and/or final depth (shallower or deeper) may need to be adjusted according to torque values obtained during installation. A minimum of three (3) indicator piles should initially be installed at strategic locations in order to verify the suggested pile depth. The pile installation should be inspected to confirm compliance with torque requirements and depth. Pin Piles: The capacity of these piles is essentially developed in tip bearing. The analysis for this foundation option consisted of determining a pile capacity for a specific pile size and depth of installation. The relationship obtained is as follows: Pile Q.D. proposed Depth Allowable Compressive Capacity 4" 22' 5 tons W to CZ a ALL STAB 12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443 �G Grout strength and steel reinforcement size should be determined by the Structural Engineer. ASETC should be provided with drawings and structural details upon their development for our review. A minimum of three (3) indicator piles should initially be installed at strategic locations in order to verify the suggested pile depth. The pile installation should be inspected to confirm compliance with depth penetration, continuity of grout, and reinforcing details. Limitations Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject project may be different from those at the test locations. With this being said, ASETC reserves the right to amend/supplement this report upon discovery of new information. Should any subsoil *000 conditions different from those reported in our boring logs be encountered during cppsfruction' All State • • • • •. Engineering and Testing Consultants, Inc. should be notified immediately. ...... ; • • • • • The conclusions provided by All State Engineering & Testing Consultants, Inc. are bated solgt %L the :"'•: information presented in this report. As a mutual protection to clients, the public ard:66Cselves, 111` 16ports • •; • •• are submitted as the confidential property of clients, and authorization for pubiichtigh of slai;m;nts, conclusions or extracts from or regarding our reports is reserved pending our written:2ppi%val. • • • • • • • • ...... We appreciate the opportunity to have been of service to you. Please feel free tdrV.itact us if jhere are ...... :....; any questions or comments pertaining to this report. ' Since Tie #-41844: U ngining a lfnnits, lnc�' P by _ecOt, ATTACHMENT 1.0 — BORING LOG ATTACHMENT 2.0 — BORING LOCATION MAP ALL STATE 12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443 flK.N�FEPING ATTACHMENT 1.0 - BORING LOG •••:••""' ...::. ...... .... . . .. . .. , ...... ALL STATE' All State Engineering & Testing Consultants, Inc. ENGINEERING' TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENIVIRONMENTAL SERVICES 12949 West Okeechobee Rd. Unit CA. Hialeah Gardens, Florida 33018 / Phone: 305-888-3373, Fax: 305-888-7443 SPT SOIL BORING REPORT CUENT:i Monica Savits Page: 1 of 1 CLIENT ADDRESS: 1460 NE 103rd Street, Miami Shores, FL 33138 Report #: 1 PROJECT: Savits - Christopher Residence Boring #: B-1 PROJECT ADDRESS': 1460 NE 103rd Street, Miami Shores, FL 33138 Data: 10/30/15 See the attached Boring Location Map Driller: AG DEPTH (FEET) DESCRIPTION OF MATERIALS Sample No. H�mmar blows, or: • spAipler • •'" Value 1 0'-0"to0'-2"Topsoil 0'-2" to 6-6" Backfill - Grey medium sand with rock fragments 0'-2' Tl3•••.....12....:. • f0 R • 12 •�s2�L 2 2'-4' • .•..: 9 6 ... 4 4'-6' ..:.. ••ii••i 4 • 6 7 6-6" to 8'-0" Brown medium sand with some wood pieces ..................N.............y.• 6'-8' 2 * 1 1.*: 1 • • • • •2 8 g 8'-0" to 13'-6" Black medium sand with muck and some wood pieces 8'-10' 3 6 • .............%- 8 7 .' • *14 10 11 ......... 10'-12' 9 8 12 13 ......1 12'-14' ....i.................... 11 -10 20 14 13'-6" to 18'-0" Grey medium sand with some rock fragments 1 15 ......13 14'-16' .............E.......... 13 14 25 16 17 ............ 16-18' 15.............E 2........ 16 25 28 18 19 18'-0" to 25'-0" Tan medium limerock ........................................ 18'-20' 28 € 31 30 ': 32 61 20 21 ......3........<........33........ 20'-22' 31 36 64 22 23 ........................................ 22'-24' 45 48 43 i 41 91 24 25 .................. 24'-26' 49 47 -.................... 26 End of Boring @ 25'-0" 0o0aocoar,oalooeeoe4e 27 ..................<..................... 26-28' 0 28 29 .................. 0. ................... p V o WATER TABLE: 2'-0" below surface T- Vi wed II tdWtngin4rin0: ?° jesting Cong6)iants3 Inc" As a mutual protection to clients, the public and ourselves, all reports are submitted as the cdnridential propertytif\ent�, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written` approval , ®R 7ALLSTATE All State Engineering & Testing Consultants, Inc. EERIMiCa TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENIVIRONMENTAL SERVICES 12949 West Okeechobee Rd. Unit CA. Hialeah Garden, Florida 33018 / Phone: 305-888-3373, Fax: 305-888-7443 SPT SOIL BORING REPORT CLIENT: Monica Savits Page: 1 of 1 CLIENT ADDRESS: 1460 NE 103rd Street, Miami Shores, FL 33138 Report #: 1 PROJECT: Savits - Christopher Residence Boring #: B-2 PROJECT ADDRESS: 1460 NE 103rd Street, Miami Shores, FL 33138 Date: 10/30/15 BORING LOCATION: See the attached Boring Location Map Driller: AG DEPTH (FEET) DESCRIPTION OF MATERIALS Sample No. Hammel blows An " � � ampler • o"N" • "lug 1 0'-0" t0 0'-2" Topsoil 0'-2" to 6'-0" Black medium sand with some rock 0'-2' . wwwi • o •••••• 7••.• • 6 •I 5 2 3 2'-4' 0 o& e_ 3 ..R. ............................. • 0020 4 • •• 5 ••• 4 5 4'-6' •'..��..........3.�.�;'• 2 2 • • 5 ' 6 7 6'-0" to 12'-6" Grey medium beach sand with silt and peat 6'-8' 2 • `: 1 *.................... 1• • • • 2 " • 8 9 �... 8'-10, .....• .................1•.g.o. 2 3 " ' • 3 • • 10 11 ....... 10'-12' ............................ 4.4 3 6 7 12 13 12'-6" to 18'-0" Grey medium beach sand ..................>.................... 12'-14' 8 7 9 8 16 14 15 .................. 14'-16' >....... �.5....... 12 1 13 27 16 16-18' 19 € 25 18 19 18'-0" to 25'-0" Tan limerock ....................................... 18'-20' 28 22 29 26 51 20 21 ......23 20'-22' ......:.......31........ 36 38 67 22 23 ......4.........�.......40....... 22'-24' 43 € 41 83 24 25 ......42 24'-26' ..............40....... 40 26 End of Boring @ 25'-0" °°®ooveo�leeell 27 .................. 26'-28' .................... 0 28 29 eye®so n �o ................... 0 30 ate`, io.' • • ov WATER TABLE: 2'-4" below surface o� n�'•:6� Re t e 01 co U) ? a C7 '' II'S-ate E j'i tiering T tingi,gorisultants, Inc. _�� i Yf- rr-) • •., • • O As a mutual protection to clients, the public and ourselves, all reports are submitted as the con 1 entiai property,.of clierits;and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval;,f f;c,pE4p4' Dose** 0 • • • •••• • o ••o•• • • Doss. a. sT�aT All State Engineering & Testing Consultants, Inc. TESTING ENGINEERING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENIVIRONMENTAL SERVICES 12949 West Okeechobee Rd. Unit C-4. Hialeah Gardens, Florida 33018 / Phone: 305-888-3373, Fax: 305-888-7443 SPT SOIL BORING REPORT CLIENT: Monica Savits Page: 1 of 1 CLIENT ADDRESS: 1460 NE 103rd Street, Miami Shores, FL 33138 Report #: 1 PROJECT: Savits - Christopher Residence Bonn #': B-3 PROJECT ADDRESS: 1460 NE 103rd Street, Miami Shores, FL 33138 Date: 10/30/15 BORING LOCATION: See the attached Boring Location Map Driller AG DEPTH (FEET) DESCRIPTION OF MATERIALS Semple No. Mammgr blows ere ' • •4atm pler • •%14" Value 1 0'-0" to 2'-0" Black medium silica sand with some rock •.•.w`iw• 0'-2' �y► 6 " ...... ......... 94, 3 • 12 2 3 2'4" to T-6" Tan medium sand with some shells and rock ....................................... 2'-4' • •4 • •€ 5 •. • � � • • 2 • ..' 8 • • 4 T-6" to 8'-6" Black medium sand with some rock 5 4'-6' 2 1 " ....�.�...................... 1 • € 1 • • 2 6 7 ...... 6'-8' • .•• . ................... • 5 • € 4 • • •• 9 • , • 8 g 8'-6" to 13'-0" Grey medium beach sand with silt ....................................... 8'-10, 3 200 2 3 •' 4 10 11 19-12' 4 5 .......:.................... 5 6 10 12 13 .................. 12'-14' 18 10 28 14 13'-0" to 17'-6" Grey medium beach sand with shells 15 14'-16' . 1.5.............13....... 12 13 25 16 17 ........... 16'-18' 12...... 19 1 23 37 18 17'-6" to 22'-0" Tan medium lime sand with coral rock 19 ..................:.................... 18'-20' 25 26 21 28 47 20 21 .................. 20'-22' 30 ..................... 33 € 32 63 22 23 12'-0" to 25'-0" Tan limerock ..................:.................... 22'-24' 34 35 31 30 66 24 25 24'-26' .38.............36....... 36 26 End of Boring @ 25'-0" e\\oNl: \�a 27 ....................................... 26'-28' 0 28 29 illlNfipv a, :.:............. p 30 WATER TABLE: 2'-6" below surface Re le ed1by, S�fat91ngineerin��8�'Q e 1— onsultagtSiihc. �� o�p VV 3 S�� As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential proper(yJ'oiclierits and authorization for publication of statements, contusions or extracts from or regarding our reports is reserved pending our written approvatpp0e., ...... ATTACHMENT 2.0 - BORING LOCATION I .;i .-