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WS-19-416Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 02/28/201 Parcel Number 10610 NE LOTH CT, Miami Shores, FL 33138 1122320280980 Contacts Permit Afo.: WS42-19-416 Permit Type: t111111lit#lCtws/Shutters Work Classification: Door Replacement Permit Status: Approved 9FE�on: 08/21/2019 Raymond Neville Owner 10610 NE 10 CT FLORIDA SOLAR & AIR INC Contractor ALEXANDER MUSTELIER Business: 3054282555 Description: REPLACING 1 DOOR SIZE FOR SIZE TO IMPACT Valuation: $ 1,800.00 Inspection Requests: Total Sq Feet: 0.00 Fees. Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $127.35 Payments Date Paid Amt Paid Total Fees $127.35 Credit Card 02/28/2019 $77.35 Credit Card 02/22/2019 $50.00 Amount Due: $0.00 Building Department Copy 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, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. ng nature: I rtify at all th foregoing information is accurate and that all work will be done in compliance with all applicable laws z g: Futhe ore, I authorize the above named contractor to do the work stated. -I 1 I"Va ner / Applicant / Contractor / Agent Date February 28, 2019 Page 2 of 2 Miami Shores Village x�c Erg a� rA Building Department artment FEB 2 19 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20t BUILDING Master Permit No. Ws-2-1 -IG Ab- PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I O Ca 10 N E t O CT City: Miami Shores County: Miami Dade Zip: 33 13g Folio/Parcel#: Gab " 0 Q e d Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 9-nV fY and NeNj 1 1le Phone#: Address: 1000 NE 10 CT City: mi n rn 1 State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: ficridn �JO toir rL A 1 r Phone#: lo05?zqu Q Address: 11 P 1 0l M i r C1rrnc�t r City: i rn rn0& State: Fk Zip: _:37 pOLS Qualifier Name: -pt1•eXQnCiE'r Muesie lt-e_r Phone#: State Certification or Registration #: CGC- 15a,-?)_'):ja Certificate of Competency . C-:FQ DESIGNER: Architect/Engineer: Address hone#: City: State: Zip: 11 � Value of Work for this Permit: $ t�Cz) . Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ElDemolition 1 Description of Work: ��]C1 nQ 1 ��nr . �'nf S 1 Ze +C�Y)Q TrCX_- i T Specify color of color thru tile: Submittal Fee $ '56vcn 1 Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $, Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ + (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 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. Signature Signature JV OWNER or AGENT CONTRACTOR T rggoing inIstlLkLment was acknowledged before me this 1 day of 20 by at 110yMI� fs personally known to me or who has produced as identification �p�� JASMIN M VEGA NOTAR iiTJ = MY COMMISSION # GG147563 :7,Aw - EXPIRES October 01, 2021 Sign Thelftiregoing instrugipnt was acknowledged before me this day o 201, by is personally known to me or who has produced as identification and who did JASMIN M VEGA NOTARY PUBLIC:;_ MY COMMISSION # GG147563 EXPIRES October 01, 2021 FGR Ft Sign: Print: I I eJ( A\► Y III 1 Vf 1d A Print: Seal: � J Seal: APPROVED BY ` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1/18/2019 Property Search Application - Miami -Dade County ...{I OFFICEOF THE PROPERTY AP Summary Report Property Information Folio: 11-2232-028-0980 Property Address: 10610NE10CT Miami Shores, FL 33138 102 Owner RAYMOND NEVILLE Mailing Address 10610 NE 10 CT MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,245 Sq.Ft Living Area 1,944 Sq.Ft Adjusted Area 1,971 Sq.Ft Lot Size 12,000 Sq.Ft Year Built 1948 Assessment Information Year 2018 2017 2016 Land Value $294,269 $294,269 $219,010 Building Value $195,129 $195,129 $195,129 XF Value $4,755 $4,792 $4,831 Market Value $494,153 $494,190 $418,970 Assessed Value $494,153 $494,190 $418,970 Benefits Information Benefit Type 2018 2017 2016 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 8 BLK 6 LOT SIZE 80.000 X 150 OR 10529-1436 0979 6 Generated On : 1/18/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $50,000 Taxable Value $494,153 $494,190 $368,970 School Board Exemption Value $0 $0 $25,000 Taxable Value 1 $494,153 $494,190 $393,970 City Exemption Value $0 $0 $50,000 Taxable Value 1 $494,153 $494,190 $368,970 Regional Exemption Value $0 $0 $50,000 Taxable Value $494,153 $494,190 $368,970 Sales Information Previous OR Book- Price Qualification Description Sale Page 03/31/2017 $605,000 30483-1719 Qual by exam of deed 07/27/2016 $75,000 30173-2383 Affiliated parties 06/22/2015 $100 29697-2099 Corrective, tax or QCD; min consideration 04/26/2015 $100 29606-4224 Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Doct(Sign Envelope ID: 56F3474D-9ED5-4581-A4EO-DEB90528FBBE Florida Solar & Air, Inc. � �g►JAi 11912MiramarPt Miramar,025 so1F t oio n Ph:(877) 310.0310 -Fax:1877)S15-0220 amair � www.solarandair.com Name: Ray Neville Address: 10610 HE loth Ct lob Number: 7863654975 CAC1816475,SCC1311S10S2 EC13004514& CGC1523S72 Mobile: 786.365.4975 _ Zip: 33138 This contract is made and entered Into this 16 day of Jan 20 1by and between Florida Solar & Air, Inc., a Florida corporation ("FSA"), and owner(s) named above of the residence located at the address listed above ("Buyer" or "Owner"). Phone Res: 786.365.4975 City: Miami springs ST: FL The Work: FSA agrees to perform the work described as follows: Directions are viewed from the outside. on sliding glass 1) Remove existing units to be replaced (NOTE: Removed Items are likely to be damaged.) doors active and fixed panels are Identified. On casements 2) Prepare openings as necessary to receive replacement units, and single French doors, the hinge is Identified as either 3) WINDOWS: o CGI Targa a CGI Sentinel o Other right hinge or left hinge. On double French doors the more active door 1, den d. 4) DOORS: Install D CGI Targa a CGI Sentinel a ECO Impact: ( X ) Insulated: ( ) Non -Insulated: ( ) Color: White(_ Bronze Mill Finish Other Grids Single Hunt; 2_LR 3=LR Casement Picture Window Other Yes( ) No (X Qty— Qty_ Qty Qty_ Qty— Qty1 Standard Custom X O X FIXED FA AF FA AF ACTIVE Sliding Glass Door Single French Doors Double French Doors Geometric Config Config Conflg RH ( ) LH ( ) RH ( ) LH ( ) Qty Qty Qty Qty Qty Qty Glass: INITIALHERE VSA 5) Work NOT to be replaced: Only Replacing the Front Door of the house at this time INITIALHERE 6) If applicable, removing 0 shutter panels, and/or 0 security bars. INITIAL HERE 7) Speclalinstructions: Do all finish work as needed. Clean as you go please. 8) Cleanup job debris and provide necessary permits and Insurance. Should FSA be unable to obtain proper permits (for whatever reason) prior to commencement of any work, FSA shall refund any previous payment and this transaction shall be automatically cancelled. 9) Additional work: (No finish work other than normal installation Is to be done unless noted here) Please clean as you go. Do all finish work. . Installing 1 613F FG Door. Schedule: Contractor shall use best efforts to commerce the work within 2 days after execution of the Contract (the "Commencement Date") and shall endeavor to complete all work hereunder within 1 days after the Commencement Date. Installation dates cannot be guaranteed as Product(s) availability may vary. 1800 Contract Price $ Contract Price: The TOTAL PRICE for all Labor and Materials Is $ 1800 ,00 Sales Tax (_%) $ 0 Down Payment (30% down) $ 540 .00 Total Contract Price $ 1800 Balance Payable $ 1260 .00 Customer understands final payment due upon completion. INITIAL HERE Financing: Circle one: [YES or NO] Owner elects to apply for financing of the above balance payable. If yes Is circled, see financing agreemen related document. X h Receipt of Final Payment: After receipt of final payment, 1) the inspection will be coordinated; 2) FSA will send Buyer the t" anufi4t)trers Warranty; 3) FSA will provide Owner a Final Waiver and Release of Lien, and Contractor's Final Affidavit to Owner, substantially sGilar to the forms In Chapter 713, Florida Statues (2005). BUYER'S RIGHT TO CANCEL: This Is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller In person, by telegram or by mail. This notice must Indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment. See attached notice of cancellation for an explanation of this right, IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above written. Buyer/Owner: Ray Neville FSA �o...ew.•►r• am By. Jay Cruz (Signature of Owner) (Name & Title) 1.16.2019 (Signature of Owner) (Date) Home Owners Association Name: Phone H: YES (X ) NO( ) Building Name: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledge ent: V R'C Qualifier/Owner Signature to Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. L' Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than Ix), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 Raymond Neville 10610NE10Ct. Miami Shores, FI.33138 i'�+N�� M am, Shr_res Village APFRO'vED BY DATE ZONING DEPT B DG ^FPT SiJ=CT 10 CCNIQI ANCE WI fN ALL. FEDERAL "A-E ANL) C( I,N,'( HUL=S AND REGULATIONS 1.6PD 36 x 80 +70/-70 NOA No. 4334.1 FEB 22 i019 . 33Y: . . .... ...... ...... . .. ...... .... . .. ..... ...... .. . ..... .. .. . .. ...... . . . . ...... 5 '® 4 n 5 a a _ a 5 =q h GCp- GCS V(spt): 17S 1620 FBC tr HVHL- Fig. 26S1• Rit Ca*6y n-7�blelSl.PW2 - C Swim 25,7 .Kd au T&k36,6-I.pw2SO Ka 1-Fv-36R-I.p g.c2S2 GCpi 0.18 4118 035 pildt afmof '3A2 PO .� l4A deplas 0 Spedaty ialpbaOntp Conutenb. Illo, �� 4,� , 1598 S1N30 Awnw. Suits t20 ,,�' { Bo3'40nB40d1. FL 334326 _z` FL.CAs00A2(7 5 r nl WM aloalea in Dade Broriad Paho Bpsh Rids Cal 1 164 M 1 156 Lo 'awb.- *-6 Rut: Cu, 2 175 .170 1 170 - F Readeoce Ri*Ca M4 186 1 80 I 1t0 IFseedi F.fain 40.1 40.1 33.9 38.E 32.4 33.4 79 37.9 37.5 375 371 r37.1 36.7 36.7 '36.2 '36.2 '35.2 `3S.E '35.4 35.4 35.0 35.0 43.4 -S3.6 -412- .51.3 41.E -50.6 -414 -49.4 -41.0 49.0 .40.6 -4E.3 -40.2 -47.$ -39.9 46.3 -39.4 46.0 -39.0 45.2 -38.6 -44.5 40.6 40.6 393 39,3 3E.9 3E.9 E.4 -39.4 38.0 33.0 37.6 37.6 37.2 37.2 36.7 36.7 363 363 35.9 35.9 • • 35.4 44.0 -54.4 413 -510. 424 -SL3 420 -30.5 41.6 49.7 411.1 49.9 -40.7 42.2 40.3 47.4- -39.9 46.6 •.39.5 45.9 •36.1t 0 45.1 as**** 41.1 41.1 39.9 39.E 39.4 39.4 38.9 3E.9 33.5 AS Al 38.1 '37.6 37.6 372 372 36.E 36.E J6W 36.3. • 5.9 • 33.9 • • -44.6 -5S.1 43.4 .517 421 -51.9 -42.5 -51.1 -: 411 -50.4 41.7 49.6 413 48.E 40.9 48.0 40.4 472 40.0 46.4 - 6 45.7 • 40.340.339.9 39.9 39.4 39.4 39.0 39.0 39.3 °3s.3 33.1 39.1 37.7 37.7 37.2 372 0 96R• • 36.E • 3630 • 36.3 • • • • • 41.6 45.1 41.6 -55.7 1 43.9 -533 43.5 -52.6 -43.0 -51.3 426 -51.0 42.2 40.2' 41.E 49.4 413 4E,6 40.9 47.E 47.0 40. -46.2 • 411 411 40.E 40.E 403 403 39.9 39.9 39.4 39.4 39.0 39.0 33.3 33.3 32.1 3E.1 37.6 37.6 371 37.2 36.7 36.7 66 • • • 45.7 --56.4 44.4- -54.0 -43.9 -53,2 43.5 --524' 43.1 -SLS 417 -50.7 412 49.9 41,6- 49.1 41.4 48.3 �rlr 47.5' • �40.3 • 469 • 426 426 412 41.2 40.7 40.7 403 40.3 - 39.3 39.E 39.4 '39.4 38.9 38,9 WS 32.3 38.0 38.0 j'706• 37.6 • 3 .V • 37.1 • • • • 462 '-57.0 44.9 -54.5 44.4 -53.7 -44.0 -529 43,6 •521 43.1 -51.3 417 -50.5 413 49.7 41.E 48.9 41.4 48.1 41.0 472 0 • '43.0 43.0 41.6 A1.6 41.2 41.2 40.7 40.7 40.3 403 39.E 39.E 393 .393 38.9 X9 38.4 3A4 _ • 33.0 • ;5 37.5 • 0 • • 46.6 -57.6 453 -55.1 44:9- -543 44.4 415 44,0 .52.6 43.6 -31.9 43.1. -51.0 -427 -501 423 49.4 •441.30 43.5 6 41.6 • -47.7 • • • • • 43.4 43.4 420 420 4t.6 41.6 41.1 41.1 40.7 -40.7 402 402. 39.7 39.7 39.3 - 39.3 38.8 AS • �4• • 39.4 37.9 37-9 6 • 47.1 -SE.I 45.3 -55.6 45.3 -54.3 44.9 -34.0 44.4 -53.2 -44.0 -523 43.6 .56 '33.t -30.7 427 49.9 • 42 49.0 41.a -45.2 • 43.9 _ 43.9 424' 424 410 420 413 413 41.0 41.0 .40.6 40.6 40.1 40.1 39.6 39.6 392 392 • 38.7 • 3S.7 • 39.3 • • • • 32.3 • 0 * • 0 47.5 -SS.7 46.2 -56.2- ,45.3 -553 - -4 -54.5 -44.9 -53.7 -44.4 -S28 -44:0 -510 43,3 -S12. 43.1 -503 426 49.5 Z 48.7 • 442 424 42.8 42.3 423 41.9 419- 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 393 39-5 • 39.1• • 39.1 38.6 38.6 • • 0 • • 442 4S.0 .59.2 46.6, -363 _.462 -55.9 45.7 -55.0 453 -54.1 144,8 -53.3 44.4 -526. 43,9 -51.6 .43.5 -50.E M.0 • 49.9 • S • 49.1 • 44.6. 44.6� 43.2 43.2 42.7- 427 412 42.2- All 41.E 413 41.3 40.8 -40.8 40.3 40.3 39.9 39.4 39.4 4X% • r38,9 484 -59.7 47.0 -572 -46.6 .56.3 -06.1 -5S.5 45.7 -54.6 45,2 -53.8 44.7 -519 443 -52.1 43.E -51.2 43.4 -50.4 429 49.5 45.0 45.0 43.5 43,5 43.1 43.1 42.6 426 -42.1 421 41.6 41.6 412 41.2 '40.7 40.7 40.2 402 39.7 39.7 .39.3 39.3 43.3 -602 47.4 .57.6 '. 47.0 -56A 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -325 44.2 -61.6 439 -50.E 433 49.9 453. 453 43.9 43.9' 43.4 43.4 429' 429 424 424 42.0 42.0 41.5 41.5 41.0 141.0 40.5 40.5 40.0 -40.0 39.6 39.6 ,a93 -60.7 47.E -52.1 1 47.3 -572 46.9 -564 -46.4 -55.5 45.9 -54.6 45.S -53.2 43.0 -529 44.6 -510 ".1 -51.2 43.6 -50.3 45.7- 4S.7 442 442 43,7 43.7 43.3 43.3 42E 428 423 423 41.E 41.8 41.3 413 40.9 40.E 40.4 40.4 39.9 '39.9 49.5 .61.2 421 -58.5 1 -47.7 -57.7 47.2 -564 46.E .55.9 -46.3 -55.1 1 45A -54.2 45.4 .53.3 44.9 -52.4 -44.4 -51.6 44.0 -50.7 46.0 46.0 "A 44.6 44.1 "A 43.6 43.6 43.1 43.1 .426 426 1 421 42.1 41.6 41.6 41.1 41.1 40.7 40`Zaat ttl f/4�ZZ 49.9 .61.6' 48.5 .59.0 48.0 -58.1 47.6 -57.2 47.1 -563 46.6 -SS.S 46.2 -54.6 45.7 -53.7 45.2 -526 44.t a's rL nAAA = i.ft� 463 463 44.9 44.9 44.4 "A 43.9 43.9 43.4 43.4 429 429 42,4 424 41.9 41.9 41.4 414 -40.9. No. 77012 : Cl) %S�QNAL �1: F BCIS Home I Log In I User Registration I Hot Topics i Submit Surcharge Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search JUp� I:pAProduct Approval / USER: Public User Product Approval Menu > Product or Ap7�the > Application Detail FL #FL4334-R10 Application TypeRevision Code Version2017 Application StatusApproved *Approved by DBPR. POC and/or tFje't Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschrelber@masonite.com Authorized Signature \ Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) by DBPR shall be reviewed and ratified by if necessary. Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards • • • • ; ; : .0. : : • • • Certified By • • • • • • • • •• • • •• • • • •• • •• ••• •• • • • •• •• ••• ••• ••• ••• • • • • • • • • • • • Product Approval Method • • • : • • • • • • • Method � dptlon A Date Submitted a jj/1&5/2017 Date Validated ; ; ;�; }2/1r/201: Date Pending FBC Approval ; ; a' •; ; ; ; ; • • •; ••• • 0 9 ••• • 0 Year 1994 1994 1994 Date Approved 12/21/2017 FL # Model, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S and O/S Single Door Impact Rated offilits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 RIO C SAC NIO 50 930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0120.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514010A.pdf Created by Independent Third Party: Yes 4334.2 I Impaclass t Rat d Side -hinged Door Units - 8'-0" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional Information. Certification Agency Certificate FL4334 R10 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0121.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514009A.pdf Created by Independent Third Party: Yes 4334.3 I Impaclass t Rat d Side -hinged Door Units - 8'-0" Opaque O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Certification Agency Certificate FL4334 RIO C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514007A.pdf Created by Independent Third Party: Yes 4334.4 Fiberglass Side -hinged Door Units - 8'-0" Opaque I/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121-05+for ad iitionai informatioru 4334.5 Fiberglass Sicfe:h4geil Iiooi Uaii-i- ImpadRatrtl• • • • • • • •' Limits of Use Approved for use In HVHZ: .Yes .. • • • • •. • Approved for use outsidexVHZ:. es • • • • Impact Resistant: Yes • • . . . • • Design Pressure: +55.0/-ft!? •' ' • 0 see Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as ge4erjnined by ASCE.7f. Minimum Design Loads for Buildings amd OtherGtrictuses, foes not exceed the design pressures Vted; 12'-Q 4818" rjax ; . Certification Agency Certificate FL4334 R10 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0121.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514007A.pdf Created by Independent Third Party: Yes 6'-8" Opaque O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4334 R10 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date •02928/2021 TgAallation Instructions FL4334 R10 II FL0120.12df Verified By: National Accreditation & Management Institute Created by Independent Third Party: evaluation Reports OFL4334 R10 AE 514008A.p ff :Created by Independent Third Party: Yes nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. 4334.6 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional Information. Certification Agency Certificate FL4334 R10 C CAC NI005930 01 PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FLni 2n �1f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514008A.pSJf Created by Independent Third Party: Yes 4334.7 I Fiberglass Side -hinged Door Units - 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system Is NOT required. See anchor detail DWG-MA-FLO123-05 for additional information. Certification Agency Certificate FL4334 R10 C CAC NI005930 04 PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0123.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514007A.pd Created by Independent Third Party: Yes 4334.8 Fiberglass Side -hinged Door Units - 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO122-05 for additional information. Certification Agency Certificate FL4334 R10 C CAC NIO05930,03,PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0122.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514008A.pd Created by Independent Third Party: Yes Back Next Contact s :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. §copyright 2007-2013 State of Florida.:; Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®®® a -I . e ... .Credit4ard •e eee eee eee ee• . e • . . . e . . . . . . .e e . . . e e e 000 000 . e so* eee . . . . eee . . . . . . . . . . . . . .. .. . . . ee .. ... . . . ... . . top cEAR Q�i�y ACCRE'p� ''Y T � •'t. a CFn NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930.01 1955 Powis Road Certification Date: 02/17/2005 West Chicago, IL 60185 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI' C rtified Product I lefing at www Namicertification com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). s e Inswing Glazed Design Water Missile Test Report Number ConfgessQon or or Maximum Pressure Test Impact Drawing Number & • • • • *Qutswing Opaque Size Pos/Neg Pressure Rated Comments • • • • I/S Opaque 3'0" x 6'8" +70/-70 2.86 psf Yes NCTL-210-3102-1 . 04 . • • • � • • Single • . . Maximum Panel Size: 3'0" x 6'8" • Anchor Detail-MA-FL0120-05 • O/S Opaque 3'0" x 6'8" +70/-70 10.5 psf Yes NCTL.210-3102-1 • 1-4• �i Maximum Panel Size: 3'0" x 6'8" • .. g• i : • • Anchor Detail-MA-FLO 120-05 • • • • • • • • • I/S Opaque 6'0" x 6'8" +50.5/-50.5 2.86 psf Yes NC17r210-3105-1 • Deubla i • • . Maximum Panel Size: 3'0" x 6'8" • • • • Anchor Detail-MA-FL0120-05 C O/S Opaque 6'0" x 6'8" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1 • • • • +Double . 8.25 psf' Maximum Panel Size: 3'0" x 6'8" • . • • . . • Anchor Detail-MA-FL0120-05 • • • • Vp>QR • • I/S Opaque Door 6'0" x 6'8" +50.5/-50.5 2.86 psf Door -Yes NCTI-210-3105-1 • Singlew+r$iielite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0 x Anchor Detail-MA-FL0120-05 XO/OX O/S Opaque Door 6'0" x 6'8" +55/-50.5 6.0 psf/ Door -Yes NCTLr210-3105-1 Single w/Sidelites Glazed Sidelite 8.25 psf" Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXO I/S Opaque Door 910" x 6'8" +50.5/-50.5 2.86 psf Door -Yes NCT-210-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXO O/S Opaque Door 910" x 6'8" +55/-50.5 6.0 psf/ Door -Yes NCTL.210-3105-1 Single w/Sidelites Glazed Sidelites 8.25 psf' Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXXO I/S Opaque Doors 12'4" x 6'8" +50.5/-50.5 2.86 psf Doors -Yes NCT—210-3105-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXXO O/S Opaque Doors 12'4" x 6'8" +55/-50.5 6.0 psf/ Doors -Yes NCTLr210-3105-1 Double w/Sidelites Glazed Sidelites 8.25 psf' Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 *High Dam Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 2307 Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. FORE FLt� SPREAD INDEX OF 50 n • • AND IT�IE� AND DEI =E DEX 60 PER ASTASTM E84. • • • • ` PLASTICS TESTep OF FIBb/LSS CACING: TEST tftffiftft OESIGNATION RESULT • • • • • • • •• •••••• • • • • • . COM�%URNING E., MGIMAFTER WEATHERING •••••• 45OWURSXENON A% VVVOD 1 • • SELF IGNTTXMI TEMP 019752'F650'FRATE A9k+► !86!0.56IN MIN C-1SMOKED353.41GTENSt� ASTM l83B 3.2X DIFF ABLE OF CONTENTS SHEET / DESCRIPTION 1TYPICALELEVATIONS&GENERAL NOTES ANCHOR OCATIONS h DETN3 ANCHORING LOCATIONS Er AILS 149' MAX. OVERALL FRAME Worn+ 20.5" MAX 36.375' MAX. D.LO. PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH NO DESIGN PRESSURE RATING WHE WA IN l N C IS REQUIRED TO BE 15% OF DESIGN PRESSURE N MAX WI INSWING OUTSWING INSWING OUTSWING OUTSWING- X 3 .5 + 0.0 -70.0 +70.0 +19.0 -19. + 0. - .0 + 0.0 - 0.0 XX 74 +50.5 -50.5 +55.050. +19.0 -19.0 +40.0 -40.0 +55.0 -.OX or XO 75 + . -505 +55.0 -50.5 +19.0 -19.0 +40.0 -4DE +55.0 -50.5 OXO 112.5 +50. -50.5 + 5.0 +1 . -19.0 .+40.0 -40.0 + . OXXO 149 +505 -50.5 +55.0 .5 +19.0 -19.0 4r/j A�WE 2 11 05 L�7SCAL. N.T.S. eA- BY: SWS cw_ er.KURT SALTHAZOR ORMANc NM: FLORIDA P.E._-Mt20 156533s im 1 a 3 3' I c 6' f 3 SEE DETAIL � 3• c 1� 6 i E' 3' 3' 3EE DETAIL .••4 •• • 3- —� T- • • • O A _ 9 t J w B 0 • • • I ' • II I 6' 3' � II I W ~ a SEE DETAIL 'D' W W O ♦ G � • 10 J.— • • • •..•• •��• ul• 1--3' • ••_ 3- 3. :•••.� • •• ••6• 3' 3' • • • •••••• SEE DETAIL 6- • 'F • • • • • •••• #8 x 2-1/2" #8 x 2-1/2" #10 x 2" "E" #10 x 5/8" DETAIL ASTRAGAL #8 x 2-1/2" #10 x 1" ATTACH ASTRAGAL RETAINER BOLT 10 x 5/8" STRIKE PLATE TO FRAME ❑ #10 x 1. AS SHOWN. #10 x 2" 0.124' ANNf.AIM OADO- SA:iDC 00 — 1 t .375' INSWING THRESHOLD DETAIL "C" "bW 0.124' ANNEAIEO— TYP. W,*-kV,,, 0.962'1 T OUTSWING THRESHOLD .r ■ DO • ■- • � A Aom OR BUTYL SPAM 10 6' CE DETAIL C. 6- ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD do INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL OECORATIYE NWT (OPTIONAL) .M24- TEND. /• X 1-1/2- PM L"91 � N.T.S. Mr. BY: sws 0Nw BY: o■A•NC NO< OF •••••• •••• • • ATTACHMENTDUilk • 0 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 3 ¢ 6.3� t 6. ¢ I I 31 N . N SEE DETAIL H "D" SHT. 2 J W W C n 0 vi � G 10 i I I 1 � I 6' 6' I I I m W H W 1 II II II II I W B 0 m 3' � � � 3� � � j. ti 1 I 3. i 6- -- p yl , II^" 6' '1 1' 1.25 4 MIN � SHIM CL -� I_ Y 4^ TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARIIWARF gr.WFnI II F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. MIN MIN _ 0.25MAX SHIM CL —I (— TYPICAL WOOD BUCK ANCHOR INSTALLATION 1i(1/2' CORRUGATED /1OX2' WOOD SCREW 3' AND 7* OC END 6' IAND 1F21�COC ` ACRYLIC CAULK AC%C i CAULK CL COMBINATION COMBINATION MULLION (BOXED) MULLION (BOXED) 12WS�CREFIS• EACH END • • COMPOSITE MULLION (INTEGRAL) ¢ OD o J Co Q � Z � J Q � c � Q �a2 u7 U Z U) F y0)co W sutra N.T.S. Inc. m: Sws awBy. OF L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010A 434-688-0609 Date: 10/10/2017 rl lom as A i rlomaspe.com Test Report: N/A Product. Single door Tx 6'8" (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply With requirements of the Florida Building Code. Anchor capacity In shear condition: Solid members w/ d w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NOS 2012, NOS 2015, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t,= 1.000 in Main member thickness: t,.= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F,,,, = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1,. = 1.140 in Mode I. Mode I, Mode II Mode III,,, Mode III, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P = 725.61 Ibs P = 884 Ibs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 Kb = 2.400 Kb = 2.400 C:-427,674 C:-253.623 C:-267.699 C: -93.6 Z•= 302 Ibs Z.= 368 Ibs P = 331 Ibs Ms = 46.8 in-lbs Mm = 46.8 in-Ibs Ko = 2.400 P = 297 Ibs p = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ko = 2.400 Ko = 2.400 Kb = 2.400 Duration Factor: Co = 1.6 Z= 124 Ibs Z. 133 Ibs Z. 110 Ibs Allowable Design Value fZCb): Z's 175 Ibs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in edge distance cig (in) 4.00 2.00 E16 161 4.00 202 ActualC To C spacing: Allowable Design Value: 3.00 in Z": 155 Ibs/anchor (per Interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA, Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs = 4 Allowable Design Value (ZF5): Z'= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 Design pressure: 85.0 psf I I 79.25 A2 Al Zone Area (ft2) Load (Ibs) Ind. (I^) Max. O.C. (in) ArcFwr Result Cap. (Ibs)Qty A, 2.3 195 N/A N/A 155 2 E(Ibs) OK Az 7.7 656 6.00 18.00 155 5 OK ....... . .. .. . ......... . • . a .. ... .. . .... .a •Ia •a• •ee •e• a .. . .. . .. .. . • • • . a . • see see .... ....... . 1of3 • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ``�S P, I IC/d 77// `NN may E N S�.•gcS��'`� * 51 • TAT 4F j �li/S/ONAL,�� Luis R. Lomas P.E. FL No.: 62514 10/10/2017 -L. Roberto Lomas P.E. 1432 Wooftrd Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010A 434-688-0609 Date: 10/10/2017 rllomas WIrlomasge.com Anchor Locations: 79.25 36.38 ya.is 6.00 TYP. 6.00 TYP. 1 6.00 1 a" MAX O.C. i i 6.00 . ......... . • • • • • • • • • • • • 2of3 • • • • • • • • • • • • • • ••• • • • ••• • • \``�\\R •"'� d /��i .�%�j -`• *' 0 TAT OF tFC OR s Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432WoodlordRd. Manufacturer: Masonite Lewlsv4le, NC 27023 Report #: 514010A 434-688-0609 Date: 10/10/2017 rI1omas(@Irlomasge.com Installation Instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. ....... . .. .. . ...... %: . • . • • • .. ... .. . .... ..... ...... ... . . . . .. . .. . . . • •• . • . • . . . • 3of3 • � ��• � • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . w\'JR I rL///j/�� NNN�\5.•••dtif��i ��\J.�\C E NO TAT 4F i w w� ZONAI. ��ill II 1111\\ Luis R. Lomas P.E. FL No.: 62514 10/10/2017