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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: J Permit Number: �C("]�� O 17 7� Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMITTYPE: PROFK$@ DI IMPROVEMENT LOCATI 0 Address: $ 2- >Mowhyik Ave Property Tax ID#: tTzl--7OZ— 7 0 Lot No. Site Plan Name: Block No. Project Name: DETAILED DESC«RIPTION OF W©RI<: -Fro vo f PIr-,- ka"C., S TCC 1 (0 OA'I e 0 d a � - 'Jn 10 C_k!�k f cnx) d e.cLd b a F t CONSTRUCTION INF©RMATION: Additional work to be performed under this permit–check all that apply: _Mechanical _Gas,Tank Gas Piping _Shutters t Windows/Doord Electric Plumbing _Sprinklers _Generator: —Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction:$ /000-Do Utilities: —Sewer —Septic Building Height: OWNER/L0-SEE: CONTRACTOR: Name 10 LG rvs± C-ct.rr_TinVcs��_ Name: Ch gi leS Dekker r©rPaa'F S �„Ne.. A Address:�T- i–�n =�'.—�?dlT, 4-± 300 Company:u<'I's lVeL f vy"' tkys, e�,,d��de�n Ln City: F+, (�uiFc-ogle. State:PL Address: �SU$t� f::' Zip'Code:3�331,�t215`l�. Fax:.; City:Okee '.l�abt!el 7 State:_L Z: PhoneNo'. . � ZipCode:'3qQ2 Fax: E-MaiLGlhc�seiiSCcsda,-�ck :G9icLV' c.2M�snS`�.1��.� Phone No Fill in fee simple Title Holder on next page(if different E-Mail ('_n Cker- )(DO(' `h6o,<O-w7 from the Owner listed above) State or County License ,$"366, If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPP1EM0N0AL CONSTRUCTION LNO AAIJN FORMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: 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 thepermit 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 YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION:IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LE R OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." �ign e qf 0 Lessee/Con ractor as Agent for Owner ignatu o n ractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF 5L COUNTY OF S}"C'uit The forgoing instrument yeas acknowledged before me The forgoing instrumen was acknowledged before me this—1 day of c'7 20A by this�day of 204 by C.Ka,+ll-g DfR4, ICS A -- Name of person making statement. Name of person making statement. Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identificatio Type of Identification Produced 0 Produced V (Signature of Notary Public- tate of Florida) (Signature of Notary Public-State of Yloricla) `�& Pie/� � YLLEN'VAUGHN Q Commission No. f Florida-Notary P f�iQc mission No. , VAUGHN e= Commission #GG 270 79 ��_Stata of Florida-Ndtary Publi e°: - C „nn�u oma. ctober 22, 2022 �o„no�.� My Com ission Ex r REVIEWS FRONT NS VEGETATIO "% cto MM)1 COUNTER REVIEW REVIEW REVIEW REVIEW RE I DATE RECEIVED DATE COMPLETED Rev. 2/7/19 Florida Building Code Online 0 Page 1 of 3 �v:• -i SCIS Home Log In ! User Registration Hot Topics Submit Surcharge E Stats&Facts Publications Contact Us BCIS Site Map { Links Search onaa r� Q�Product Approval Pil USER:Public User W Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL22513-R2 Application Type Revision Code Version 2017 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 Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval Date Approved 04/24/2018 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwO... 7/9/2019 Florida Building Code Online Page 2 of 3 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 R2 C CAC NI013747.01-R1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.Ddf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports Impact resistance is required,hurricane protective system is FL22513 R2 AE 514008.odf required.Door top rails stamped"HPC".See DWG-MA-FL0212 Created by Independent Third Party: Yes for details. 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 R2 C CAC NI013747.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.13df Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed.3'-0"x 8'-0"max nominal size.When impact Evaluation Reports resistance is required,hurricane protective system not FL22513 R2 AE 514009.odf 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 R2 C CAC NI013747.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure:+45/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.Ddf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system not FL22513 R2 AE 514007.odf required on opaque panels,but is required on glazed Created by Independent Third Party:Yes sidelites.See DWG-MA-FL0215 for details. 22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure:+50/-45 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system not FL22513 R2 AE 514007.odf required on opaque panels,but is required on glazed Created by Independent Third Party:Yes sidelites.See 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 R2 C CAC NI013747.06.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure:+40/-40 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0217.0df Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22513 R2 AE 514007.odf required.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 Unit https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwO... 7/9/2019 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22513 R2 C CAC NI013747-Ri.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure:+70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.1)df Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed.3'-0"x 6'-8"max nominal size.When impact Evaluation Reports resistance is required,hurricane protective system not FL22513 R2 AE 514010.Ddf required.See DWG-MA-FL0211 for details. Created by Independent Third Party:Yes 22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747-111.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +55/-55 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system not FL22513 R2 AE 514008.Ddf required on opaque panels,but is required on glazed Created by Independent Third Party:Yes sidelites.See DWG-MA-FL0211 for details. 22513.8 Wood-edge Steel Side-Hinged Door 6'-8"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 R2 C CAC NI013747.03-RI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0214.Ddf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22513 R2 AE 514008.Ddf required.See DWG-MA-FL0214 for details. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 hem. Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwO... 7/9/2019 NOTICE OF PRODUCT CERTIFICATION CEA Company: Masonite International Corporation Certification No.: NI013747-R1 1955 Powis Road Certification Date: 06/08/2017 x� ori West Chicago,IL 60185 Expiration Date: 06/30/2021 N 4 Revision Date: 04/13/2018 '+ Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites .. r ' (w/Wood Frame unless noted) - 4 Specification: TAS 201/202/203-94 Impact: Large Missile Impact Rated Non-Impact 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 Listin at www.Namicertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute ANSI . Inswing Glazed Structural Water Missile Test Report Number Configuration 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" +70/-70 0.0 psf Yes ATLNC 1001.01-13 Single Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-171-0211-17 X O/S Opaque 3'0"x 6'8" +70/-70 3.0 psfl Yes ATLNC 1001.01-13/W-1857 Single 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 Sf 3.4 s Anchor Details-DWG-MA-FL0211-17 XX US Opaque 6'0"x 6'8" +55/-55 0 psf Yes NCTL-210-2930-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 psfl Yes NCTL-210-2930-1 Double 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 XO/OX US Opaque Door 6'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:-3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 3.0 psfl Door-Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXO US Opaque Door 910"x 618" +55/-55 0 psf Door-Yes NCTL-210-2930-1 Single W/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 OXO O/S Opaque Door 910"x 6'8" +55/-55 3.0 psfl Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXXO US Opaque Door 12'4"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 OXXO O/S Opaque Door 12'4"x 6'8" +55/-55 3.0 psfl Door-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' AnchorDetails-DWG-MA-FL0211-17 1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing 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: 1 1 J MASONITE. 149'MAX. OVERALL FRAME WIDTH O WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. p MAXV Q p D.L.O. 37.5" 6'-S"DOUBLE DOOR WITH/WITHOUT SIDELITES PANEL WIDTH--I �`FRAME WIDTH 0 0 W/ASTRAGAL J ~ U) GENERAL NOTES � O 1. EVALUATED FOR USE IN LOCATIONS ADHERING S ® ® ® ® cc Q U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM S DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Uj L0 DOES NOT EXCEED THE DESIGN PRESSURES LISTED. U 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON £ voi Z L OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. -co 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, Q W EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), g HURRICANE PROTE%E SYSTEM IS NOT REQUIRED ON OPAQUE _ J PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIREDON PANELS T GLASS. 4. POLY RETHA EmCNOREFLAME CSPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. ' 5. PLASTICS TESTING: i a TEST DESCRIPTION DESIGNATION UTE FRAME & ` ; ..SELF_IGNITION TEMP ASTM D1929 842 'F > 650'F..., RATE OF.BURNING ,.ASTM D635 1.28 IN MIN SMOKE DENSITY ..ASTM..D2843 70.2% - _ + t TENSILE STRENGTH- ASTM D638 1.8% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING "d 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELITES Mo� a -- _ _- c m ® ® ® ® ® ® ® ® ® ® ® 013 1313 cn one � I�I N o to ¢',w SINGLE DOOR•UNII DOUBLE DOOR UNIT SINGLE DOOR UNIT �I� DOOR UNIT SINGLE DOOR UNIT WISIDELITES DOUBLE DOOR UNITyul)ELITE�. WITH SIDELITE WITH SIDELTTE oo, p s WHERE WATER INFILTRATION PERFORMANCE IS d DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH OUTSWING INSWING BUMPER O.S Z-SERI S S HIGH DAM 0 S T4 O.S HP BUMP 0 S X 37.5 70.0 - 0 70.0 -70.0 N A +20.0 -20.0 +30.0 '-30.0 +50.0 +50.0 -50.0 +50.0 -50.0 O y XX 7 . - +55.0 -5 .0 N A +20.0 -20.0 +30.0 -30.0 +50.0.. -50.0 N/A N. OX orXO 75 +550 55 t55.0 4 -55. N/A +20.0 -20.0 -50.0 A ¢Z +30.0 OXO 112:5 +55.0 +55.0 -55. +20.0 -20.0 4 -50.0 N/A NPA A OXXO 149 +55.0 -55.0 +55.0. -55:0 N/A +20.0 -20.0 +30.0 -30.0 +5 .0 -50.0 N A N A onTE; 5126177 scuE N.T.S. M&rddmloNM �T M.BY., SWS TABLE OF CONTENTS cwc SHEET # DESCRIPTION KURT BALTHAZOR DRAWING NO.; T TYPICAL ELEVATIONS & GENERAL NOTES H �/ FLORIDA P.E. DWG-MA-FL02i1-n 2 ANCHORING LOCATIONS.& DETAILS I xORIDA 3 ANCHORING LOCATIONS & DETAILS SHEET_,L of 3 QQ 00 6" SEE DETAIL 3• 6" V Q 3• 3" 3" 3 E" 3" _ _gyp 6" 6" B" 6" I —�g 6" W §Q u') 3CL V u7 U S a SEE DETAILUj J I 7 Q � SEE DETAIL _ o o SEE AIL .c. A — w w _ m — .�.. Of 13 Of A M1 O B o 6" 3" r Ir I f I Iu I K U _ 3" I � m9 6 ova 3• 3• 3• aI 6" SFE DETAIL-7 6' #8 x 2" 3 m ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH m E #8 x 2„ #10 x 5/8' THE THRESHOLD & INTO THE o 1 #10 x 5/8 STRUCTURE DEEP ENOUGH x #8 x 2" iii;�FORA 1.375" THROW j #10 x I" DETAIL "E" ASTRAGALz 0. #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o J/10 x 1" STRIKE PLATE TO FRAME m #10 x 5/8" AS SHOWN. DETAIL "D„ DETAIL "C" m s 1 0.962" HOT MELT t 1 ELASTOMER` .y. ,.a7 T T C 1.437 /�6 X 1-1/2'PHS T /� I INSWING THRESHOLD BUMPER 0/S THRESHOLD T4 O/S THRESHOLD a z HOT MELT 1/2`BITE m ELASTOMER y, 1 ,.s`c' R6riared Pb. tL[at z�i� _ DATE 5126117 Sr.,L N.T.S. 1.047" 1.482"ff—ig�m 1.75" 1,437" EXTERIOR INTERIOR TYPfCAL GLAZING DETAIL D'(;•BY-. SWS T T T NON-IMPACT GLASS CHK.BY. DRANINO NO, Z-SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD HP 0/S THRESHOLD DWO-Aµ_FL0217_77 i ' SHEET 2 OF 3 SEE DETAILI� "E" SHT. 2 3" � 6 ±� 3"6" cc 00 ---I- 3" 6", I` 3" I JJI �`3LA I " J Q l t 1 1 1 1 I I 1 -_j T6" 6" 6" ` I N IA V Q 3 - c) M w a o ! CL U w S L SEE DETAIL ¢ �_ In U "0" SHT. 2 — _ U) ZLo J Q SEE DETAIL a W "C•" SHT. 2 A' o u' m `8 10 0 6" 10 3" ' 3" Z SEE DETAIL 3" 3.6 3" �a cod2 5 "F" SHT. 2 6" 6T " 6 0k o HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH ANDm SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. En ATTACHMENT DETAIL 1M2N"'a s. '. 2. 4" X 4" FULL MORTISE BUTT HINGES. i 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, —fl25" En MAX 1"Xt/2" CORRUGATED #10X2" WOOD SCREW w SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END 6" FROM EACH END (FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" Oc AND 12" Oc z -I I_ FASTENER RATING FROM THE DIFFERENT FASTENERSCL w N BEING CONSIDERED FOR USE. JAMB, HEAD, AND "`" ALCA�rEX a THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK ` #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHORANCHOR INSTALLATION CAULK CL LATEX -w LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". �o WOOD SCREW EDGE DISTANCE MIN 3/4". f COMBINATION WOOD COMBINATION WOOD 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" >• ' 4 MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN —0.25" (3� �lOX2-1 2 aZ OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE M Wo�O�H END S" MINIMUM EMBEDMENT OF 1-1/4". AddaduntoNAb! CL—� I atE 5 26/17 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO - ® Retiei►e�8y: SCALE: N.T.S. TRANSFER LOADS TO STRUCTURE. mvc.BY: SWS 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® ® CHK.BY: ANCHOR INSTALLATION DRAWNG N0•: INTEGRAL WOOD DWC-MA-FL0211-17 MULLION (CHS) SHEET 3 OF 3 1