The URL can be used to link to this page

Home My WebLink AboutBuildinbg Permit-All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED _ 5 Date: 13 May 2021 Permit Number: RECEIVED p MAY 2 0 2021 Building Permit Application permitting Department Planning and Development Services St. Lucie Countv Building and Code Regulation Division Commercial Residential X 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PERMIT APPLICATION FOR: Exterior Door PROPOSED IMPROVEMENT LOCATION: Address: 7805 Banyan Street Ft. Pierce, FL Property Tax I D #: 1301-603-0080-000-1 Lot No.19 Site Plan Name: Block No. 19 Project Name: DETAILED DESCRIPTION OF WORK: Remove and Replace Exterior Front Door New Electrical Meter Second Electrical Meter CONSTRUCTION INFORMATION: Additional work to be performed under this permit— check all that apply: _Mechanical _ Gas Tank _ Gas Piping _ Shutters _ Electric _ Plumbing Total Sq. Ft of Construction: 1758 Cost of Construction: $ $500.00 Sprinklers _ Generator Windows/Doors _ Pond Roof Pitch Sq. Ft. of First Floor: 864 Utilities: _ Sewer _ Septic Building Height: OWNER/LESSEE: CONTRACTOR:- Name Kimberly Kimberly Wagner Name: Laura Young Address:7805 Banyan Street t Company:SteveNSons Construction, LLC City: Ft. Pierce State: _ Zip Code: Fax: Phone No.772-607-0135 Address:889 SW General Patton Terrace City: Port Saint Lucie State: FL Zip Code: 34953 Fax: Phone N0586-612-7881 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail stevensonsconstruction@yahoo.com State or County License CBC1258089 If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. If value of HAVC is $7,500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: MORTGAGE COMPANY: _ Not Applicable Name: Address: City: State: Zip: Phone Address: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: BONDING COMPANY: Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attornev before commencing work or recording vour Notice of Commencement. Signa f Owner/ Lessee/Contrs Agent for Owner Signature of STATE OF FLORIDA �. COUNTY OF Swoyn to (or affirmed) and subscribed before me of ' Physical Presence or Online Notarization this Z_ day of M&k 1 2020 by Name of person making statem . Personally Known OR Produced Identification Type of Identification Produced (Signature of Notary Public- tidtory Public • State of Flor Commission # GG 981439 h CAfm. Expires Apr 23, 21 Commission No.-_gcnd�� tRFbugh National Notary A REVIEWS FRONT I ZONING COUNTER REVIEW DATE RECEIVED DATE COMPLETED STATE OF FLORIDA COUNTY OF Sn to (or affirmed) and subscribed before me of 7Phyysical Presence or Online Notarization this L day of at, 2029- by AA Name of person making statement-.--, Personally Known -1-1 OR Produced Identification Type of Identification Produced - Vk� •& 4(gnature of Notary Public- State of to �. 4notary Public - State o lorida 6 93) j� 2 9 P` Commission # GG 8 39 mmission No. ((J "' al my Comm. Expires A r 2024 on ed through National Not, y Assr. SUPERVISOR I PLANS I VEGETATION SEA TURTLE I MANGROVE REVIEW I REVIEW I RE I REVIEW REVIEW 5/11/2021 Florida Building Code Online Professional Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads Publications Contact Us BCIS Site Map Links Search c User dbpr 409.1 RECEIVED USER: Publ;Approval MAY 18 2021 Product Approval Menu > Product or Application Search > Application List > Application Detail Permitting Department St. Lucie County FL # FL22513-R3 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature 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) Equivalence of Product Standards Certified By Product Approval Method Masonite International 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com 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 Method 1 Option A Year 1994 1994 1994 Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH I%2bvKq HKCWn2WNgFPQkSTNA%3d%3d 1/3 5/11/2021 Florida Building Code Online Date Approved 11/17/2020 Summary of Products FL # Model, Number or Name Description 22513.1 HPC Wood -edge Steel Side -Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.01-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0212.pd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 514008B.pd Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Created by Independent Third Party: Yes 22513.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S or O/S Single Door Unit Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.04-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pdf Building Code, including the High Velocity Hurricane Zone, and ! Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-O" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R3 AE 514009B.12d required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 22513.3 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.04-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R3 AE 514007B.pd on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 for details. 22513.4 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Wood -edge Steel Side -Hinged Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.04-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +50/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R3 AE 514007B.pdf on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 for details. 22513.5 —� Wood -edge Steel Side -Hinged Door 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC 1\1I013747.06-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida ! FL22513 R3 II FL0217.pdf Building Code, including the High Velocity Hurricane Zone, and !, Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 514007B.pdf See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes - 22513.6 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S or O/S Single Door https:/Moridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d%3d 2/3 5/11/2021 Florida Building Code Online Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. Y-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system not required. See DWG-MA-FL0211 for details. 22513.7 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0211 for details. 22513.8 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system is required. See DWG-MA-FL0214 for details. Certification Agency Certificate FL22513 R3 C CAC NIO13747-R2.pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 II FL0211.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R3 AE 514010B.pd Created by Independent Third Party: Yes 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R3 C CAC N1013747-R2.pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 II FL021l.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R3 AE 514008B.pdf Created by Independent Third Party: Yes 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R3 C CAC NIO13747.03-R2.pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 II FL0214.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R3 AE 514008B.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. _QRght 2007-2013 Stale of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemen 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: Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH I%2bvKgHKCWn2W NgFPQkSTNA%3d%3d 3/3 NOTICE OF PRODUCT CERTIFICATION CERTIf Q A�.6CCkk,V Company: Masonite International Corporation Certification No.: NI013747.03-R2 1955 Powis Road Certification Date: 06/08/2017 N West Chicago, IL 60185 Expiration Date: 06/30/2025 x Revision Date: 07/27/2020 Product: Wood -Edge Steel 3/4-Lite or Less Glazed Inswing or Outswing Door w/Full-Lite or Less Non -Impact °�"'� Rated Sidelites (w/Wood Frame unless noted) 0 Specification: TAS 202-94/ASTM E330-02 Glazing: Insulating Glass (Tempered) 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.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Test Report Number Configuration or or Maximum Design Test Drawing Number & Outswin O a zee Size Pressure Pressure Comments X I/S Glazcd 3'0" x 6'8" +50/-50 0 psf NCTL- 110- 19469-1 Single 3/4-Lite Max Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0214-17 X O/S Glazed 3'0" x 6'8" +50/-50 3.0 psf NCTL-110-19469-1/W-1857 Single 3/4-Lite Max 4.5 psf' Maximum Panel Size: 3'0" x 6'8" 7.50 pal,3•4.5 AnchorDetails-DWG-MA-FL0214-17 X I/S Glazed 3'0" x 6'8" +501-50 0 psf NCTL-210-3461-1/W-1957 Single Ventlite Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0214-07 X O/S Glazed 3'0" x 6'8" +50/-50 0 psf NCTL-210-3461-1/W-1857 Single Ventlite Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FLA214-07 XX I/S Glazed 6'0" x 6'8" +501-50 0 psf NCTL -110-19469-1 Double 3/4-Lice Max Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0214-17 XX O/S Glazed 6'0" x 6'8" +50/-50 3.0 psf' NCTL-110-19469-1 Double 3/4-Lite Max 4.5 psf' Maximum Panel Size: 3'0" x 6'8" 7.50psf' AnchorDeWls-DWG-MA-FLA214-17 XO/OX I/S Glazed 6'0" x 6'8" +50/-50 0 psf NCTI.110-19469-1 Single w/Sidelite 3/4-Lite Max Door Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 XO/OX O/S Glazed 6'0" x 6'8" +50/-50 3.0 psf' NCTL-110-19469-1 Single w/Sidelite 3/4-Lite Max Door 4.5 psf' Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL0214-17 OXO I/S Glazed 910" x 6'8" +50/-50 0 psf NCTL-110-19469-1 Single w/Sidelites 3/4-Lite Max Door Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FLA214-17 OXO O/S Glazed 910" x 6'8" +50/-50 3.0 psf' NCrL-110-19469-1 Single w/Sidelites 3/4-Lice Max Door 4.5 psf' Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL0214-17 OXXO I/S Glazed 12'4" x 6'8" +501-50 0 psf NCI'L-110-19469-1 Double w/Sidelites 3/4-Lite Max Door Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 WOW O/S Glazed 12'4" x 6'8" +50/-50 3.0 psf' NCI'L-I10-19469-1 Double w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FLA214-17 . -mats Bumper Outswing Threshold 2 -Denotes Z-Serles Outndug Threshold 3-HI-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: ��i/ In n1MASONITC. '49"MAX. OVERALL FRAAfE MOTH -� DO boo 21" MAX 35.375" MAX.0 3/4-LITE WOOD -EDGE STEEL DOOR UNIT G-- PANEL WIDTH 2D. MAX� 37.5" MAX. Q O D.L.O. D.L.O. CY J 6'-8" DOUBLE DOOR WITH /WITHOUT SIDEL/TES � W/A57RAGAC FRAME WIDTH ! GENERAL NOTES I 4 U i, EVALUATED FOR USE IN LOCATIONS ADHERING TO I ' THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM i DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^ Z 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), °p w HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. I ' ••-I ^ (,/') 1^� LJ WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, -j v LJ HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. ?ci W 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 z AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. V) I� 5. PLASTICS TESTING: I I a TEST DESCRIPTION DESIGNATION LITE FRAME 'S U !i SELF IGNITION TEMP ASTM D1929 _740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MINrl SMOKE DENSITY IASTM D2843 13.4X 3 TENSILE STRENGTH- I ASTM D638 7.IX DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 45M HOURS XENON ARC METHOD 1 I DOUBLE DOOR UNIT W/ ID ITS r o ■ I ■ ■' ■■', ' ■I ■ ■ ■ ■I ■ '■ 11 '' ■■ ■■: r�r: . � rrr: .! • I r• - ►rr: i .. - •fir- � DESIGN PRESSURE RATING WATER INFILTRATION PERFORMANCE IS WHEREREQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING I OUTSWING INSWING BUMPER 0 S I Z-SERIES O S HIGH DAM O S T4 O S HP OAAAA 7.5 +50.0 -50.0 +50.0 -50.0 N A 2 . -20.0 +30.0 -30.0 +50.-50.0 +50.0 -50.0 -X 0- XX 74 +50-00 -00 + N A 20.0 -20.0 +30.0 -30.0 +50.0 - 0. A .0 0% or XO 75 +500 +50.0 . .. .50 RN +50.0 -50.0 +50.0 -50.0 6-11+ +0. 2 2 30.0 -30.0 +50.0 -5.0 N/A I OX 112.5 X%0 49 . N A 20.0 - +50.0 -50.0 NA � -50.0 ++00 -- . N A N/A N h N A N A N A SCALE- N. T. S. Aft"" i �"'r DWG. BY: SWS TABLE OF CONTENTS �/�� SHEET / DESCRIPTION C//�'f �J}� CNK. BY: KURT BALTHAZOR DRAWN NO: 1 TYPICAL ELEVATIONS &GENE NOT S FLORIDA P.E. DWG-MA-Ro214-I 2 ANCHORING IOCATICNS & DETAILS /5653J 3 ANCHORING LOCATIONS & DETAILS -- _... SHEET 1. OF _3 .j 6"3� SE_' DETAIL3. 3" 3• B 3 C SEE DETAIL 'C' IY` 3• 'l - B O � i 6- 6• 6 3• 6• I I I I I 3' -� k #8 x 2" #8 x 2" DETAIL 1 1.375' T INSWING THRESHOLD 1. 2 T Z—SERIES 0/5 THRESHO n t ' I I _ E 3' I'�I L 3 3' 6' SEE DETAIL 'F' #10 x 5/8" #10 x 5/8" #10 x 2-1/2" #10 x 1" #10 x 1" #10 x 5/8" DETAIL "C" 0.962i T BUMPER O/S THRESHOLD aj+1 047- !JlQH •A, •THRESHOLD J L- c- #8 x 2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. `I MWIRL QYS THRESHOI 1.437" FFV-� T HP OAS THRESHOLD HOT ,ELT ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL /6 X 1-1/2' PHS HOT MELT /' •.••P"'y 1/2• BITE B/dlfllbWild I EUSTOMER 7`•� :: �T4y %1i�L FXTFRIQ' TYPICAL GLAZING DETAIL NON —IMPACT GLASS DATE: 512617 7 SCAB N.T.S. owc. BY: SINS " e DRAWING HO.: DWG-MA-FLO214-17 6HEET 2 a 3 ATTACHMENT DETAIL 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" - 1 � I I o N p W < U i a SEE DETAIL n "D' SHT. 2 Q O 3-7 W K yl ui a G io i 3' - MIN t — MAX" SHIM CL —I �— :ra 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 155 LBS. 6 -- 3" 6' 3' 3 3 _ � p W 6 En W � If G H II II 9 II li. W B 10 3"6tW— 6" - 3. , 3" 6" 6' HARDWARE SCHEDULE 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. 1"X112" CORRUGATED #10X2" WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7' OC AND 12" OC , ALCAEX RTC CAULK ACRYLIC LATEX — CAULK CL s COMBINATION WOOD COMBINATION WOOD 150 MULLION (BOXED) MULLION (BOXED) MIN MAX" SHIM CL —)—; TYPICAL WOOD BUCK ANCHOR INSTALLATION (3WO D SCREWS" EACH END INTEGRAL WOOD MULLION (CHS) ."n n 00 cc Q (o .J Q ct� — O Q Q a = Ln U z Ln F N. r. S. SWS axc. er: Druwi�x No.: DWG-MA-Ft0214-}7 or