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HomeMy WebLinkAboutSUBMITTED PAPERSPE= ",M PLANNING & DEVI BUILDING & APPLICATION FOr_DC ' � OWS, SKYLIGHTS, S= & OVERHEAD GAl 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER i 3 % Z 2 d! o 3. DESCRIPTION OF PROJECT OR WORK ACTiVITY: _ 4. TYPE OF STRUCTURE: SIR MOBILE HOW 5. OWNERS IN• FORMATION 6. Name: 1/ l(_6'lfL- f�- Address: 4 4 Lt. t cyty: State: zip: Phrone: 27Z^ �F6 �- �✓� r Email: �C�0- —CO'Yl-j- SLIDING..GLASS-IM K = Attach 2 copies of the Product Approval with t FEIE VALUE OF CONSTRUCTION: $ .� 7 �� ` OWNER'S AFFIDAVIT:. I certify that all of the information contained in compliance with all applicable laws regulating co SIGN PRINT OWNER OR CONTRACT OR/Q !o- STATE OF FLORIDA, COUNTY OF \� ACKNOWLEDGED. BEFORE ME THIS —DAY OF 2 - ;TfME: ERSONALLYWN TO NEE ODUCD OR NOTARY LIC CONIIIIISSIO 1 NOTICE To OWNER: FAILURE TO RECORD A NOTICE OF CORN CMENT TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUM YOUR NOTICE OF COMMNCEMENT. "M SERVICES DEPARTMENT REGULATIONS DIVISION. Virginia Avenue SC,q 'fierce, FL 34982 �E® 72) 462-1553 St. ku Cie Count �EMENT OF Y �5LIDING GLASS DOORS DOORS r I ai CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #• Business Name: Phone Number: Email: DUE: to the product being used. ion is correct and that all work will be done m and zoning. OF OWNER OR CONTRA(TOR/QUALIFlER MAY F8 ! WITH \ ANGELA M. HUFF MY COMI!MplJ # EE 083530 IMPROVE mm ORE RECORDING ST. LUCIE COUNTY INSTR Please complete all information in the space provided. All informal This application for replacement of Windows, Skylights, and Doo under a primary building permit. This application for Permit may alteration. Building activities involving structural alteration, in a Garage Doors, must be permitted through the regular building Bern includes: 1. LOCATION/SITE ADDRESS:...: 9%.. AAti.. Vinyl Siding .'�'TIONS must be Printed (use black or blue ink only) or Typed. is to be used only for those activities that are not otherwise included of be used for any activity that includes any type or kind of structural ation to the replacement of Windows, Skylights, Doors & Overhead review process. The information to be provided with this application f Y (Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL IDNUMBER:.1..�. �.2'70 ............jo ......016, d ©0 .. Indicate the Property Tad Identification Number for the property on { which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY.... 4. OWNERS INFORMATION: ........................................... 5. CONTRACTORS INFORMATION : ....................... ............1 Briefly describe the building activity under permit application. Indicate the name and address of the owner of the property on which the product is to be installed Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration members, and the name of the business doing the work. 6: VALUE OF CONSTRUCTION :........... ::........................!.. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed St: Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction All applications for Permits are to be submitted to the St Lucie County Building and Zoning Department; St. Lucie County Administration Building, 2300 Vmginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later than 4:30 P.M. each business dap. No applications will be accepted for processing after 4:30 P,NI. For assistance in completing this application, please contact the St Lucie County Building and Zoning Department, at (772) 4462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. , Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections '-~ may be made by calling (772) 462-1261. � p� SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD dC Planning & welopment Servic, �,epartment OWNER/BUILDER AFFIDAVIT F.S. 489.103 (7) E State law requires construction to be done by licensed exemption to that law. The exemption allows you, as the owner though you do not have a license. You must provide direct, or may build or improve farm outbuildings, a one -family or two -fa under $75,000.00. The building or residence must be for your c improved for sale or lease. If you sell or lease a building you h one year after the construction is complete, the law will presum or lease, which is a violation of this exemption. You may not h to supervise people working on your building, it is your respor have licenses required by state law and by county or municipg responsibility for supervising work to a licensed contractor wb Any person working on your building who is not licensed mu: employed by you, which means that you must deduct F.I. compensation for that employee, all as prescribed by law. Your ordinances, building codes, and zoning regulations. I understand that the building official and inspectors the minimum.code. ing & Code Regulations 2300 Virginia Avenue in Pierce, Florida 34982 (772)462-1553 - STATEMENT mtractors. You have applied for a permit under an if your property, to act as your own contractor even site supervision of the construction yourself. You my residence or a commercial building at a cost of vn occupancy. It may not be built or substantially ye built or substantially improved your self within that you built or substantially improved it for sale e an unlicensed person to act as your contractor or ibility to make sure that people employed by you .licensing ordinances. You may not delegate the is not licensed to perform the work being done. work under -your trect neerv_ision. and must be A. and withholding ai"and provide workers' ;onstruction must comply with all applicable laws, Initial �9 ' not there to design or give advice on how to meet Initial —10!-9 I understand that as an owner -builder that any contract d sputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate�any contract disputes. ,1 Initial/-� I understand that if I compensate any person or comlony for work performed they are required to be licensed in. this jurisdiction. If for some reason they do not posse s a license, I may be. responsible and liable for the cost of the license. Initial I understand that if any person that is unlicensed and u#insured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for. all doctor, lawyer and related medical cost, which could include loss of wages during recovery from the4 injury. Initial 19 ' S To qualify for this exemption under this subsection, an permit application and initial the above. I hereby acknowledge that I have read and understand understand that any violation of the terms of the owner/builder Lquing Department to the Florida State Department of Profession day of of 20 STATE OF FLORIDA COUNTY OF . The for}t\rg instrument was ac owledged by @�LCSL(1_e c Title: SLCPDSD Revised 07/22/2010 me this uho is nersont -type or kTM Commission must personally appear and sign the building above disclosure statement and that I further :mption shall be reported by the Building and Regulation. Signed and acknowledged on this 6;-m uilder Signature day of �Q , 20 l fly known to me, or who has 1 as identification. A fNotar (Seal) 1p's"v'P„ ancc�txa ANQ�[A K HUFF =�' * MY CQMMSSION # EE 003530 a.•= EXPIRES: April 12 2015 Bonded Thru Notary Public Underwriters MIAMIdaADE BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld-Wen, Inc (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued un&x the applicable rules and reguli materials. The documentation!,submitted has been reviewed by Section and accepted by the Board of Rules and Appeals (BOF other areas where allowed by the Authority Having Jurisdictia This NOA shall not be valid after the expiration date states Control Section (in Miami --Dade County) and/or the AHJ (in ai the right to have this product or material tested for quality as: fails to perform in the accepted manner, the manufacturer will i may immediately revoke, modify, or suspend the use of such BORA reserves the right to revoke this acceptance, if it is d Control Section that this product or material fails to meet the re This product.is approved as. described herein, and has been desi Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Builders 4100" Aluminum Single APPROVAL DOCUMENT: Drawing No. JW007, titled "Sc Window (Non Impact)", sheets 1 through 6 of 6, dated 1110911 prepared by CertWorks, LLC, signed and sealed by Kristina S. County Product Control Approval stamp with the Notice of Ac Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LIMITATIONS: Miami-Da&County Product ConW Approved LABELING: Each unit shall bear a permanent label with the following statement: "MiamW)ade County Product Control Al RENEWAL of this NOA shall be considered alter a renewal : change in the applicable building code negatively affecting the TERMINATION of this NOA will occur after the expiration the materials, use, and/or manufacture of the product or proses any product, for sales, advertising or any other purposes shall i comply with any section of this NOA shall be cause for termin ADVERTISEMENT: The NOA number preceded by the we by the expiration date may be displayed in advertising literattu it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided l distributors and shall be available for inspection atthe job site This NOA consists of this page 1, evidence submitted page E- The submitted documentation was reviewed by Helmy A. Mal MiAMFE"E COlJ{�iT1l � d MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION +d. 11905 SW 26h Street, Room 208 ® Miami, Florida 33175-2494 315-2590 F(796) 315-2599 www.miamidede.gov/bulldil)g ions governing the use of construction EamiDade County Product Control i) to be used in Miami -Dade County and (AHJ). below. The Miami -Dade County Product as other than Miami Dade County) reserve trance purposes. If this product or material .ur the expense of such testing and the AHJ induct or material within their jurisdiction. termined by Miami -Dade County Product grements ofthe applicable building code. ned to comply with the Florida Building Window -Non Impact. :s Builders Aluminum 4100 Single Hung with the latest revision dated 12/27/10, augherly, P. E., bearing the Miami --Dade ptance number and Approval date by the hunters or Protection Devices Shall Be Required. 3nufacture s, name or logo; city, state and iroved", unless otherwise noted herein. plication has been filed and there has been no erformance of this product. ate or if there has been a revision or change in Misuse of this NOA as an endorsement of binatically terminate this NOA. Failure to ion and removal ofNOA. Is Miami -Dade County, Florida, and followed If any portion of the NOA is displayed, then the user by the manufacturer or its the request of the Building Official. 1, as well as approval document mentioned above car, P.E., M.S. 9Z." NOA No.10-0910.02 Expiration Date: Ol/20/2016 ,ZQ /1 Approval Date: 01/20/2011 Page 1 Jeld-Wen. Ine (ORS A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing Na JW007, titled "Series Builder (Non -Impact)", sheets 1 through 6 of 6, dr 12/27/10, prepared by CertWORKS, LLC, Daugherty, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, pE 2) Uniform Static Air Pro 3) Water Resistance Test, along with marked -up drawings and insta prepared by National Certified Testing NTCL-210-3656-1, dated 04107/10, sign Aluminum 4100 Single Hung Window A 11/09/10 with the latest revision dated igned and sealed by Kristina. S. FBC, TAS 202-94 ure Test, Loading per FBC TAS 202 94 er FBC, TAS 202 94 ition diagram of single hung window, zboratories, Inc., Test Report No. d and sealed by Gerard L Ferrara, P. E. C. CALCULATIONS 1. Anchor verification calculations and stru analysis, complying with FBC-2007, prepared by CertWORKS, LLC, dated 06/ 7/10, signed sealed and dated 12/27/10 by Kristine S. Daugherty, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood E. MATERIAL CERTIFICATIONS 1. None. V. STATEMENTS 1. Statement letter of conformance, no fim 2007, dated June 17, 2010, signed and se 2. Laboratory compliance letter for Test Re National Certified Testing Laboratories, by Gerard J. Ferrara, P. E. 3. Proposal No.10-0052 issued by BCCO, Perez, P. E. G. OTHERS 1. None. E—. Department (BNC). interest and compliance with the FBC by,Kristina S. Daugherty, P. E. No. NTCY,-210-3656-1, issued by dated April 07, 2010, signed and sealed April 05, 2010, signed by Manuel my A. Makar, P.E., M.S. BNC Product Control Unit Supertvisor NOA No.10-0810.02 Expiration Date: 01n0/2016 Approval Date: 01/20=11 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANC14ORSTO BE USED FOR PRODUCT INSTALLATION. J. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF J0./21NW OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL R.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1141NCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE#10W00DSCREWSOFSUFFIOENTLENGTHTOACHIEVE 2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6, THROUGH FRAMPJ FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CANCRETP./MASONRY, USE SAO INCH DIAMETER ITW TAPCONSOF SUFFICIENT LENGTH TO ACHIEVE 13/4INCH MINIMUM EMBEDMENT. 7. THROUGH FRAMBIFOR INSTALLATION INTO STEEL STUD USE #10 TEKSCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3THREADS ENGAGEMENT, IL NAIL FIN% FOR INSTALLATION INTO WOOD FRAMING USE M8 WOOD SCREWS OFSUFFIOENTLENGTH TOACHIEVE 11/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 9. NAIL FINLFOR INSTALLATIONINTO STEEL STUD USE #8TEK SCREWS OFSUFFICIENTLENGTH TOACMEVE 3THREADS ENGAGEMENT. 10, MINIMUM EMBEDMENT AND FINISHES. INCLUDING BUT NO 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCKOR EDGE OF MORTAR JOINTHNTO FACE SHELL OF BLOCK. 13, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WIIH ANCHOR MANUFACTURER'S INSTALEA71ON INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIELS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF0,55, B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF2700PSI. C MASONRY- STRENGTH CONFORMANCE TOASTM C-30, GRADE N, TYPE 1(GA GREATER). D. STEEL -MINIMUM YIELD STRENGTH OF33KSL MINIMUM WALL THIOWESS OF 1EI0 MILS (0.11N, or 12 GAUGE). JELD-WEN, inc. BUILDERSALUMINUM 4100 SINGLE HUNG WINDOW (NON -IMPACT) GENERAL NOTES: 1, THE PROOUCES14OWNHEREIN ISDESIGNED AND MANUFACTUREDTO COMPLY WITH THE 2007 FLORIDA BUILDING CODE (FBCL INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING; • TAS 202-94 2. ADEQUACY OF THE EXISTING STRUCTURAL. CONCRETE/MASONRY AND 2X FRAMING AS MAIN WIND 3, 1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION 5 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFIC SITE. IF SITE CDNDMONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT, 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMLNUM 6063-T6 7. GLASS MEETS THE REQUIREMENTS OFASTM E 130004 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAIL. TABLE OF40NTENTS SHEET REVISION SHEETDESCRIPITON L INSTALLATION A GENERAL NOTES 2 ELEVATION A ANCHOR LAYOUT 3 - VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 5 - COMPONENTS. BOM, A GLAZING DETAILS 6 - CORNER ASSEMBLIES UNIT OTMENSIONSi B2.126" X 72" OLAZE TYPE DESIGN PRESSURE MISSLEI:MPACTRAT" A .60.0 / -EQO POP W/ WATER INFILTRATION NON -IMPACT .60.0 / -840 PSF W/O WATER INFILTRATION UNIt DIMENSIONS; 82,128" X 721 GLAZE TYPE DESIGN PRESSURE MISSLE IMPACT RATING 8 .50.0 / -00.0 PSF W/ WATER INFILTRATION NON -IMPACT ' .5010 / -E0.0 PSF W/O WATER INFILTRATION JELo�x MCENTacom VENILCt FL »tee 4 „ n TT¢Ijly.q^JN M. t YEf;YC �' 1 41" 0 11 � OF 127 W. Fairbanks Ave. BUILDING DROPS Suite438 A Perfect Solution in Every Drop Winter Park, FL 32789 407.644.6957 PH Certificate of Authorization: 29578 407-644-2366 FX contact@buildingdrops.com December 12, 2011 TO: Whom It May Concern FROM: Alexis Spyrou, P.E. Registered Florida Professional Engineer #68101 MANUFACTURER: JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 FLORIDA PRODUCT APPROVAL M FL14362 PRODUCT CATEGORY: Windows PRODUCT CATEGORY: Single Hung SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval arid associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFICATE CERT. EXP. TEST SIDS. TAS 201-94 14362.1 NOA 10-0810.02 N/A NOA 10-0810 02 01/20/2016 TAS 202-94 TAS 203-94 To the best of my knowledge, all referenced & included tes standards, methods of installation, details, and performance ratings have been found to compl with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance Florida Building Commission. Page 1 of 2 currently approved by the i BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Please note that I do not have, nor will I acquire, a financial manufacturing or distributing the product(s) for which the i 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407-644-2366 FX contact@buildingdrops.com t in any company are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) ands aling the test report(s). Respectfully submitted, Alexis Spyrou, P.E. _ Florida Registered Professional Engineer #68101It ALEX SPYROU 2011.12.21 09:29:57-05'00' Page 2 of 2 �PY�, �•, P L1 G E V No M o dr — '/ /MATE OF : tJ .(�A,� 0 F3 1 U Ni.. NOTICE OF -PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N1006110.01 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/3.1/2014 Revision Date: 09/27/2011 Product: Wood -Edge Steel Opaque Inswing or OutswinQ Door w/ andAv/o Non -Impact Rated Sidelites gg b p (w/Wood Frame unless noted) 0 Specifications Tested To: TAS 201-94/202-94/203-94 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's .Certified Product Listing at www.Namicertifleation.com. NAMI's Certification: Program is accredited by The American National Standards Institute (ANSI)._ Configuration Inswing Glazed Structural Water Missile Test Report Number or or Maximum Design Test . Impact Drawing Number & Outswin O a ue. Size Pressure Pressure Rated Comments X US Opaque 3'0'' x 6'8" +76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-blA-171-0128-05 X O/S Opaque 3'0" x 6W5 +76/-76 8.25 psf Yes NCTI- 210-2929-1 Single Maximum Panel Size: 3'0".x 6'8" .Anchor Detail-MA-FL0128-05 XX US Opaque 6'0'' x 6'8" +55/-55 2'86 psf Yes NCTI.210-2930-I Doable Maximum Panel Size: 3'0" x 6'8"iSidelite: 3'0" x 6'8'- Anchor Detail-MA-FL0128-05 Opaque 6-0 a x +_5 8.25 psf -Yes NCTI--210-2930-1 Double Maximum Panel Size: 3'0" x CV/Sidelite: 3'0" x 6'8" Anchor Detail-MA-PL:0128-OS XO/OX US Opaque Door 6'0" x 618" +55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x ti'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL(11.., 8_ (1S XO/OX O/S Opaque Door 6'0" x 6'8" +55/-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"iSidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXO I/S Opaque Door 9V, x 618" +55/-55 2.86 psf Door -Yes NC11-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0-'x 6'8"iSidelite: 30" x 6'8- Anchor Detail-MA-FL(1128-05 OXO O/S Opaque Door 9'0" x 6'8" +55/-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'V/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO i I/S Opaque Doors 1?'4" x 6W' +55/-55 2.86 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8",*Sidelite: 3'0" x 6'8" Anchor Detail-MA-FLOI_$-0_ 5 OXXO I, O/S Opaque Doors 12'4" x 6'8" ( +55/-55 _� 8.25 psf Doors -Yes NCTI.-2►0-2930-1 I Double w/Sidelites Glazed Sidelites i Sidelites-No Maximum Panel Size: 3'0-'x 6'8'7Side1Ae: 3'u" x 6'8'" Anchor Detail-MA-H.Otl_H-.OS National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Haves, I'A r2`3072 Tel: (804) 684-5124/Fax: (804) 684-5.122 NAN11 AUTHORIZED SIGNATU-RE: Luis R. Lomas P. E. 1432 Woodford Rd. Manufat, Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Scope: This analysis provides calculations, quantities, and spacing requirerr only to the product described herein. These calculations comply with Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO122-05 DWG-MA-FL0132-05 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FL0128-05 DWG-MA-FLO151-06 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw 'Side member: Douglas Fir -Larch Side member thickness: ts= 1.000 in Side member dowel bearing strength: F. = 4,650 psi Minimum required penetration 1.330 in Duration Factor: Co = 1.6 Allowable Design Value: Z'= 171 Ibs/anchor for installing product to substrate, and it applies irements of the Florida Building Code. 53-06 DWG-MA-FLO168-07 55-06 DWG-MA-FL0170-07 56-06 DWG-MA-FLO172-07 60-07 DWG-MA-FLO174-07 62-07 DWG-MA-FLO175-07 2005,11.3) Main member: Spruce -Pine -Fir Main member thickness: %= 1.500 in fiber dowel bearing strength: F� = 3,350 psi crew bending yield strength: Fvb = 80,000 psi ibulated lateral design value: Z= 107.0 Ibs Mode IV Fastener type: 3/16" ITW Topcon N.O.A. 07 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: Tabulated shear -design value: Z = 112"Ibs A ctual C To C spacing:' Minimum edge distance: 2.63 in to C spacing factor: Tabulated shear design value: Z = 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 Ibs Allowable Design Value: Z'= 189 Ibs/anchor Minimum anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 i r 1 � 79.25 A2A2 Single. Pressure away from stops: 36.38 Al i Al 79.25 1 of 2 higher capacity. 2.25 in 3.00 in 1.00 n Dressure: 85.0 Dsf Max. Anchor Area Lon Ind. Cap. Qty Load Zone 2 (ft) (Ibs (in) O.C. Result (in) (Ibs) (Ibs) Al 2.3 19 N/A N/A 171 2 98 OK A2 7.7 65 6.00 18.00 171 5 131 OK Design Dressure: 85.0 Dsf Zone Area 2 (ft) Loa (Ibs Ind. (in) Max. O.C. Anchor. Result Cap. Qty 'Load (in) (Ibs) . (Ibs) Al 10.0 851 6.00 18.00 171 ' 5 170 OK ``\` I � R l tL \ • • • • % �/ rs ATE OF, �� <CI Luis R. Lomas P.E. � iN�, F Q. •.�.�` FL No.: 62514 001. 1/7/2010 l.,�a\\`� Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Pressure against stops with saddle threshold: 36.38 AAll A2 i A2 79.25 Manufac, Masonite Report #: 504A Date: 12/29/09 besign pressure: 85.0 t)sf Max. Anchor Area Lot d Ind. Cap. QtY Load Zone z (ft) (Ib) (in) O.C. Pesult (in) (Ibs) (Ibs) . Al 2.3 19 5 N/A N/A 171 ' 2 98 OK AZ 8.9 753 6.00 18.00 171 5 ' 151 OK Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 7YP. T71 6.00 13.45 MAX. O.C. 79.25 Note: Anchor locations indicated in this document are the minimum required fi exposed at the design pressure indicated herein. •2 of 2 t the described product f R - L 0'� cc ._ TATE OFORVD,•w� w� riffs G 1� 10NA"�\��� Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas P. E. 1432 Woodford Rd. ; Manufac Masonite Lewisville, NC 27023 Report4: 504A 336-945-9695 Date: 12/29/09 scope: This analysis provides calculations, quantities, and spacing requireme is for installing product to substrate, and it applies only to the product described herein. These calculations comply with r quirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG -MA- 1-0153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG -MA- 10155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG -MA- 10156-06 DWG-MA-FL0172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG -MA- L0160-07 DWG-MA-FL0174-07 DWG-MA-FLO128-05 DWG-MA-FL0151-06 DWG -MA- 1_0162-07 5WG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: t5= 1.000 in Side member dowel bearing strength: F� = 4,650 psi Minimum required penetration: 1.330 in Duration Factor: . Co = 1.6 Allowable Design Value: Z'= 171 Ibs/anchor (NbS 2005,11.3) Main member: Spruce -Pine -Fir Main member thickness: tm = 1.500 in Main me rnber dowel bearing strength: F" = 3,350 psi crew bending yield strength: Fyb = 80,000 psi bulated lateral design value: Z= 107.0 Ibs Mode IV Fastener type: 3/16" ITW Topcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1:25 in Minimum edge distance: 1.13 in Mir imum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 Ibs Allowable Design Value: Z'= 189 Ibs/anchor Minimum anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 Single. Pressure away from stops: 36.38 Al 1 Al 79.25 `1 of 2 higher capacity. pressure: 85.0 psf Area Loac Ind. Max' Anchor Cap. Q Load Zone (ftz) ( Ibs () in 'O.C. Result (in) (Ibs) (Ibs) AI 2.3 195 N/A N/A 171 2 98 OK AZ 7.7 656 6.00 18.00 171 5. 131 OK Design pressure: 85.0 psf Zone Area Z (ft) Load (Ibs) Ind. (in) Max' O.C. Anchor Result Cap. Qty Load (in) (Ibs) (Ibs) AI 10.0 851 6.00 18.00 171 5 1 170 OK • *• 0 51= ;0 , TATE OF • P4 Luis R. Lomas P.E. O Q�. , •.�``` FL No.: 62514 �jjFs'. • R1 . �` �� 1/7/2010 'lily Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Single. Pressure against stops with saddle threshold: 36.38 s AAll ` A2 I A2 79.25 Anchor Locations: 6.00 TYR 6.00 —I—- 13.45 MAX. O.C. 79.25 1 . 1 6.00 Manufacture= `isonite Report -,;,�4A Date: 12/29/09 Desiqn pressure: 85.0 psf Max. Anchor Area Lod Ind. Cap. Qri Load Zone z (ft) (Ib) (in) O.C. Result (in) (Ibs) (Ibs) Al 2.3 19 N/A N/A 171 2 98 OK Az 8.9 75 6.00 18.00 171 5 151 OK 36.38 18.19 I 6.00 TYP. Note: Anchor locations indicated in this document are the minimum required f( exposed at the design pressure indicated herein. IF 2of2 � the described product 4-TATE of •c� 0 R rrliltl Luis R. Lomas P.E. FL No.: 62514 1 /7/2010