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Home My WebLink AboutAPPROVED FL 22378.5} lorie, #Jtjilding C pdc OrIine SC1S Home LOQ In user RegistratlOn plot TOPICS Submit Surcharge Stat5 & facts publications Contact us BCls Site Map Links Search r,1 Product Approval .. d bpr USER: Public User cFLlCuLi+ tnrvV a I n3enu Search s Anolication List a Application Detail FL x FL22378-R7 Application Type Revision Code Version 2020 Appiicat#on 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 C Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@m;)sonite.com Steve Schreiber sschreiber@rnasonite.com Exterior Doors Swinging Exterior poor 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 liirI- «%vw.Iloridabuilding.org'pr.'ix Lipp dtiaspx1lwm=wGE\XoutT?q!0M6m9°o2IK9XP10X7v2&ADoWrKdgwflBugQm&WmDRFHungQ0&%-3d112.17'2020')O2:13.AMI Flonds II[alditig On]uic Date Submitted 11/05/2020 Date Validated 11/05/2020 Date Pending FBC Approval Date Approved 11/11/2020 Summary of Products FL # Model, Humber or Name Description 22378.1 Stormguard Fiberglass Side -Hinged Door knit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 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. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG- MA- PLO 17❑ for anchor details and water performance where required. 22378.2 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 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. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG- MA- FLO170 for anchor details and water performance where required. 22378.3 Stormguard Fiberglass Side -Hinged Door Unit 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 do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0170 for anchor details and water performance where required. 22378.4 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant- Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 5'-8" max nominal size. Hurricane protective system is NOT required. See OWG- MA- FLO170 for anchor details and water performance where required. 6 -8" Opaque I/S Single Door Certification Agency Certificate FL22378 R7 C & t 7Q7] 07-RLp. f Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions LLZZ178 R7 11 f L017042df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514010B.Ddf Created by Independent Third Party: Yes 6'-8" Opaque 0/5 Single Door Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0170, df Verified Bye National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514010B.pdf FL22378_R7 AE 514014B.D4f Created by Independent Third Party: Yes 6'-8" Opaque I/5 Single or Double Door w/ or w/o Sidelites Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22318 R7 I1' FLG1/U.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports f L22378 R7 AE 5_1 08B.odf FL22378 R7 AE 514017R.ndf Created by Independent Third Party: Yes 6-8" Opaque O/S Single or Double Door w/ or w/o Side#ites Certification Agency Certificate FL22378 R7 C CAC NI007077.07: Fijadf Quality Assurance Contract Expiration Hate 12/31/2025 Installation Instructions FL22378 R7 II FL0170.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL;? 2 378 .2.. AE.-5 140 08 8 df FL22378-R7-AE 514012B-odf Created by Independent Third Party: Yes 22378.5 Stormguard Fiberglass Side -Hinged 6'-8" Impact Glazed I/S orO/S Single Door w/ or w/o Sidelites Door Unit htip W1I10ridabmlding.mg_'prpr Hpp ddaspz?parani-6FVXQ-A•sUqs3MbW)1o21l�SXPIOX7v2$WLW3rKdgw•Ui3ugfW"'mDBFH(hng*.140&-';dI12172020902:13A.Ml F lends tBni Iding CN4! Online 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. 9'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. 22378.E Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-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. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. 22378.7 Stormguard Fiberglass 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'-O" x 6-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. 22378.8 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 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. 3'-0" x W-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378-9 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 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. 3'-0" x 8'-D" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378.10 Stormguard Fiberglass Side -Hinged Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FLO, 71 2.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514008(}_Qdf FL22378 R] AE 514n1713.12df Created by Independent Third Party: Yes 6-8" Impact Glazed I/S Double Door w/ or w/o Sidelites Certification Agency Certificate P Z137Li R7 C CAC_NIM _.'7 02-R4.pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II_ FLO172.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 6'-8" Impact Glazed O/S Double Door w/ or w/o Sidelites Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 P7 11 FW172.0g_f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes W-4' Opaque I/S Single Door Certification Agency Certificate FL22378 R7 C CAC NI007077.08-R2.pol Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0171.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514009B.odf Created by Independent Third Party: Yes 8'-0" Opaque 0/5 Single Door Certification Agency Certificate F N 7 Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 11 EL0171-ndf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites It1t1+ v. nw.I]uridahuiIding. nrg pr:pr app_dd asps?pavan--wCrLVxu,vtUgs?hF6m9'e21}:8\PION 7,?RN Do' ,rkdgwi)RugQnc%kmiIB1 1i11ne° d'.3dl 1-' 17 '_II�1) 4:02:13 AM Florida Building Code Onlinc Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.01-50.5 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 8%0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378.11 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Y(•5 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 do not exceed the design pressures listed. 12'-0" x W-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378.12 Stormguard Fiberglass Side -Hinged Door unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43/-47 Other: Evaluated for use in locations adhering to the Florida Building Code, lncluding the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO173 for anchor details and water performance where required. Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FLO171.12df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes W-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0171.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 8'-0' Impact Glazed WS Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R7 C CAC NI007077.04-R7.adf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions Verified By: National Accreditation & Management Instittte Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 22378,13 Stormguard Fiberglass Side -Binged 8'-0" Impact Glazed 0/5 Single or Double Door w/ or w/❑ Door Unit Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +47/-45 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 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO173 for anchor details and water performance where required. Certification Agency Certificate FL22378 R7 C CAS__ r1L¢07077.04-R7.pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22-378 R7 IL FL�123.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 4007B.pdf FL22378 R7 AE 51}0 1 1 R r)tlf Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. :: Pnvary Statement : Refund statement under Fionda law, email addresses are public records. If you do not want your e-mail address released In re5ponse 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 a50.487.1395. •Pursuant to Section 455 275(I1. Flonda Statutes, effective October 1, 2012. Ii censees Ikcensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emaiIs provided may be used for official com m un icatpon with the iicensee. However email addresses are public record. if you do not wish to supply a personal address, please ❑rove de 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. MRE] ® El M blip wuw_Wmdabuildtng.orglpr.pr apli dll.aspx`?parani=w(ii'VXQw?T)qs.IMS)ti4lr.2i'KHXPION7%28WLW,,rkdbwOBuµ(?wA-mD13FIIDne.-d°v,d[1z 172oanvnz.€3AMI NOTICE OF PRODUCT CERTIFICATION Company: Masonite international Corporation Certification No.: NI007077.09-R4 1955 i'owis Road Certification Date: 05/22/20017 West Chicago, IL 6018+ Expiration Date: 12/31/2025 tN g Revision Date: 07/27/2020 `'•e Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door ►yl and w/o Impact Rated Sidelites p ae l,d " (w/Wood Frame or Worldwide Composite Frame unless noted) Specification: TAS 20112021203-941ASTM E330-02 The "Notice of Product Certification" is only valid if the NAM Certification Label has been applied to the product as described within this documenL 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 NAM1's Certified Product Listina at ww►ti.Namice rhfica1ion.cnm. N .Nll's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Claced Structural Water Missile 'Pest Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X 1 S (dazed 3'0- X 6'8" +551-55 0 psf Yeti NCT1 -210-3389-1 A n.NC 1203-01•I4. ATLNC 1012 01-16 Single Maximum Panel Size: 3'0" x 6'8" Anchor ❑ctails-MA-FI.0172-07'W-1$07 W-IRA3 X O/S [dazed 3't1' X 68' +551-55 3,75psfi6.0psf' Yeti NCTL-21t1-3389-1 A11.NC' i203Oi-14:A'['LNC' 1012.[)I-16 Single 9.25 psf 219.0 psf' Maximum Panel Size: 311" x 6'8" 7 5 psf' Ancliar IktaiIs. MA-FLO172-07'W-1807: W-18351W- IM:W-1885 XX US Glazed 6'0" x 6'8" +501-55 0 psf Yes NCPL-210-3389-1 ATLNC 1203.01-14 ATLNC 1012.01-16 Douhle Maximum Panel Size Yfl- x 61" AnchorDcuiiIs- hlA-FLO172-07 W-1807 W-1885 XX O/S Glazed 6'0" x 6'8" +551-55 3-75 psf/ 6.0 psf' Yes NCTL-2111.3389.1 ATLNC 1203.01-6I.ATLNC 1012.01-16 Douhle 8 25 p.W/8.25 psf' Maximum Panel Size Yfl- x 6.8" Anchor I letails-MA-FL0172-0TW-1807 W-1$35'W-1995 X()I()X EIS [dazed Door 6'0" x 6'8" •55 _s; flpsf Door -Yes NC11-2I0-3389-I'A'II-NC t"_'0101-Ia ATLNC 1012-01-16 Anchor INtails-MA-FL0172-c17'W-19117`W-1985 X010X Single wlSidelite O/S Glazed Door {dazed Sidelite 6'0" x 6'8" +55 .55 3 7S psV6-0 psf' 8.25 psf =19.0 psf' Door -Yes Sidelite-Yes NCCI: 210-3389.1 ATLNC 1203 01-I4 ATLNC 1012.01-16 M xImum Panel Sia V0', a h'R" Anchor Retails-MA-FL0172-07 W-1807 tit'-1835 W-1885 Single wi%idelites Glazed Side Ikcs 'Sidelite-Yes Maximum Panel Slit Yo-x 6-8- Anchor lktaiIs-N1A-FL0172.07 W.1807 W-1985 0X0 t)IS Glazed DOnr 9'0" x 6'8" +551-55 3.75 psf16.0 psf I Door -Yes NCI'I.-210-3389-I ATLNC 1203,0i.14 ATLNC 1012.01-16 Single w/Sidelites Glared Sidelites 8.25 psf 119.0 psf' Sidelite-Yes Maximum Panel Size' 311" x 6'8" AnchorI7ctaiIs-MA-FI.O172-0TW-I807 W-1835rW-18x5 f )XV) US f dazed Doors 12'6" x 6'8" +501-55 0 psf Door -Yes NCTL-210-3389-1 ATLNC 1203.01-14:A11.NC 1012.01-16 Double A/Sidelites Glazed Sidclites Sidelite-Yes Maximum Panel Sat 3'0" xh'S" Anchor Ikia11,-,MA-FLO172-07 W-1807 W-i8R5 OXX0 O/S Glazed Dtwrs 12'6" x 6'8" +551-55 3.75 psF16.0 psf rkmr-Yes NCfL-210-3389-1 ATLNC 1203.01-14 ATLNC 1012.01.16 Double µ)Sidelites Glazed Sidclites 8-25 psl''18-25 psi" I 'Sidelite-Yes Maximum Panel Site 3'0- x 6'8'- Anchor Details-MA-FLO172-07 W-1807 W-1835 W-1995 I -Denotes 7 Series Threshold Design 2 -Denotes High Dam T hreshnid DesiZn J-%%- IR 15 4-Denolts X't arid* ide Pro T4 Thrim hold '.Denotes I I P OnntwinR Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-51241Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: !� MASQNITE. ST0RMGUARD FIBERGLASS DOOR UNIT 6'-8' 0OU8LE DOOR WITH ' WITHOUT SIOELITES f _Gf.IyFl�w nro7Es f 1 EVALUATED FOR USE IN LOCATIONS ApMERING THE FLORIDA BUILDING CODE AND WHERE PRESSJRf REQUIREMENTS AS DETERMINED B1' ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS 0110 OTHER STRUCTURES. DUES NOT EXCEED THE DESIGN PRESSURES LISTED 2 THIS PRODUCT DOES NOT REOUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3 P0LYURETFIANE CORE FLAME SPREAD INDO OF 50 +WD S40KE DEVELOPED INDEX OF 60 PER ASTV E84 4, PLASTICS TESTING: TEST DESCRIPTION OESIGNAMN :ACING LITE FRAME SELF IGNITION TEMP ASTM 01929 752 'F a 650 'F 842 •F 5 65mD 'F RATE OF BURNING ASIM D635 0.58 IH YIH 1,28 -f!MIN SuOKI DENSITY _ _ ASrM 02843 53-4% - } 70.2% TENSILE STRENGTH' ASTM D638 3.2% DIFF _ . 1.8% RIFF _ ___ 5 PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED); TEST DESCRIPTION DESIGNATION RESULT SELF ICNMON TEMP I ASIM 01929 779 F > 650 •f _. 1 RATE OF BURNING ASI►! Dfi35- ' 0,0 INfMIN o] sm(E DENSLr r ASTM D2843 39.G4S TENSILE STRENCIH• ASTM DS36 _ 36X D,a•F -� • COMPARATNE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 6 MAXIMUM GLASS SIZES COMPLY WITH ASTM ET300 FOR THE DESsGN PRESSURES U5TED- I I • �1NGiE_f2�ga__uNLT 1hiiH SIDELf12: 149' L14,Y OVERALL FRANF I lDi . ---- 21" MAX 36 376" MAX. PANEL WIDTH j WIASTRAGAL ] D9�BlE.Afl-R8JJN21. W. -�-DELI_ Li �lf9�A.�..4+1a[!I S1CtGLE. R TES via 5,[)r"TE J N A Ni A + _N 'R + .N WH WATER INFEYIV N PANCE IS REQUIRED 70 BE 159 OF DESIGN PRESSURE 37.5' MAX FRAME WIDTH Crlfwldmnu 4yod Allwdplowm R41awd�r. Do erje 4r XURT SALTHAZOR FLORIDA P. E. 156533 D 0A1E: 4/9/07 %CAVE. N.T.S. owc. a� SwS . CHK. er: ORAWAA NO, 0WG-IaA-FLdI y7-p7; sn!* T 4 i SU DErAll 3" � #+s x 1 CI DETAIL "C" DETAIL 1 1 U.BE2"1 ;.375' � .437" T T "i INaMNG THRLBHQLD BUMPER O_ S THRESHOLa HP OZ S THRESHOLD 1 1 1 — 1.482" v � 1.75" #1.047 1 437" T T T Z-SFRE$ D,�S THRESHOL0 HIGH DAM TiLR�Sl1.Q1.�? 7 .�."..YH.RLSHOLp M. wandw Nr c' 41NER BOLT Hol F LED THROUGH �D & INTO TH. =ED rNOUGH 'HRC-W scAu N ' 5 own ar �',yc dxr.-M,..1,.;, 7; -07 .1v - 'y �4 SEE DETCL 3, 'E• SHT 2 —N,�i f T ' 6. I I � 6• '° p W Q SEE DETAIL � .D. SHT z r 1 r d SEE DETAIL •C_ SHT 7 1 I . ._ ---CA} I ❑ Ml m r4r 6• _ ^- 6" 3•� 3- ►d�nkoW11F F 3' SEE DETAL Calfs�INb_ I.S017- - 'F' SHT. 2 6• .— A�irld� AUAQ8NlNI_QlTALL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LAMAS, PE FLORIDA 62514 WITH THE LOWEST (LEAST)z5 1 YIN _ _ • i FASTENER RATING FROM THE DIFFERENT FASTENERS — _ D.2' BEING CONSIDERED FOR USE. JAMB, HEAD, AND Srll THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL _ f_ #10 WOOD SCREWS, 1 4" TAPCONS AND #10 TEK SCREWS. ;. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2--'/2". WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW GAGE TYPICAL MASONRY DISTANCE MIN 1/2". ANCHOR INSTALLATION 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFF!CIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE, 3- THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOLTHERN PINE LUMBER AND ACHEIVEMEN'• OF 1-1/2" MINIMUM EMBEDMENT THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4_ WOOD BUCKS BY OTHERS MJST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE, 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. .50- AllN HARDW 11- 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, �— W I'X1/2` CORRUGATED P10k2` WOOD SCREW 1 2 5" j---------ti^-� 3" FROM EACk ENO AND 7° OC 6" FROM EACH END AND 12" OC Y,2 I ► i, 0.75" — g " ' ACR C. IC F �K CL -- - RRrruu C F i CAULK _17"_ CL 1 X BUCK MASONRY OMBINATION WOOD 1 COMBINATION WOOD ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) ` M11 Ax SHIM WO�D SCREWS EACH ENO i r � TYPICAL WOOD BUCK L_ i ANCHOR INSTALLATION INTEGRAL WOOD MULLION (CH5) CL —i f (4 4GX2-1/2- D SCREWS EACH END _i .fff INTEGRAL WW MULLION {CHS) W LNj a.� 5ME. N.I.S. a«. e+. asrwic am_w_rof72-07 51cET _L or 4 P.INS XATE] ; LAss 0.1W MEAT STR[ri(IrHFNEa T-- OECORAPL[ ASEP' 0.020' RuuDr (NOA 20-O"2.01) fOPTDNAL) 0.124' HEAT STRENGTHENED— 012A TEMP SUM ■ONf" OR PETAL SPACER - 1/2' BITE DOW 995 • ��i :` S DOW 995 TYPICAL GLAZIN( DETAIL IWP.AGT RATED GLASS S' IN911LA1E0 CLASS 0124* WAIT STRIE� 0E00RATYE INSERT COW WLEY {NOA 20-062201 ] . (OPTIONAL) 0.174' -EAT STiE11C71(JMM' . M24' T71P r BUTYL FOAM. ONYETAI • ALER 1/2' BITE OOw 09y DDW 995 iJJT,6�7E fIQERIOB Al TER aG-D—E IMPACT PATED cLAS55 1-1/4' INSULATED CLASS C 124' MEAT STRENGTHENEO .. 1�- 14TMIAL WINIBLM1i5 0.D90' WlEz (NOA 20-052201) [OPTIONAL) C Q4' NEAr SRREi•>gfF MM— -•� .0126' TEMP L NETAL SPACER STE DOW 995 ,—' HOT NElR r EIASTOMER EXTE* a fA AL-TERfYATE GLAZING DETAIL IMEACi �L GodulmNIL Am k-� Adwop 57 RAY Do 5CALF N. T. S. •�:.� sws rmDY w ND DWG-wt--^_� r72-77 CIF q L. Roberto Lomas P. E. 1432 WGom'erd Rd Manufacturer. Masonrte Lemsieft HC 27023 Report # 5140088 434-6a8-6609 pate: 100012017 rllori asL rl cxra spa. con l Test Report: NIA Product: Double Doc - with and without sidelites 12'x6'8' (wood frame) CD : This analysis provides cal0uIations, quantities, and spacing requirements for Installing product to substrate- and I' applies only to the product described herein These calculations comply with requirements of the Florida Building Code 7th edition (2020) Anchor capacity in $hear condition - Sclid member wl A whit gap: a Wlth "wends present in shear plane ra5tener type• i910 woad screw (Nos 2018. 7R12) Notmir-ol dmmeter b: 0190 m Gap. g: 0-0000 in Root dwmeter. Dr 0152 m Moment arm: 00000 in Minimum regu, red penetration p. t 140 in 5crew bending ycid strength: F,b = 80,000 psi Side member Douglas Fir -Larch (&-0 50) Mom mrimlow: Spruce -Fine -Fir (6=0471 Side member thickness t, = I.000 in Main member Thickness- tom= 1-500 ui Side member dowel bearing strength: F� = 4.650 psi Main member dowel bearmg strength: Fes„ = 3.35090 Side member dewe3 be rg length lG = 1.000 in Main member dowel bearing length- Im = 1 140 in Mode I« eade Ts Made II gm 636.5 fibs/in gs= Bt14 —I In A: Vv ' P = 725 61 lbs P - 664 fibs B: 1.07 K„ = 2.400 K,, = 2 400 C: -427 674 Z-- 302 Ibs Z,= 3" Ibs P = 33I Ibs Ko - 2.400 Z- 13.9 11ba Min- Design mluc E= 310 ibs Duration Factor. C,: 16 Fosterer type 1/4 TTW Tapeon NOA 16-122206 Substrate. Hallow block humour embedment I25 m Actual edge distance: 2.50 in Actual C To C spacing 3.00 in Mode III., A 000096 B: 057 C: -253.623 Ms - 46 A in-Ibs A= 29F lbs ya = 2 400 Z= 124 In TnEU pled wIues Mode III, A: 0.00107 8: 0-5 C. 267.699 Mm - 469 m-lbs P = 319 lbs Ks = 2400 Z- 133 Ibs ■dge disto+tce spacag (in) 2.00 40 200 130 t61 400 163 202 Altowabk Design Value! Z''= 155 Ibs/anchor (per interpolation when mceded) Substrate: Tabulated design val•,le: 5afety factor Allowable Design Value (ZFS): 18 &A SterJ Z= it66 lbs Fs= 4 zl= 3I6 Ibs/onchnr Minimim or4hor capacity! 155 Ibslamhor Mote Anc noes Wdh the 1005t Carry ns used far cake Patrons 10 qualify arncham Witt] higher capacny A incqor calry,1 rtS minimufn reop fired anchors 36.36 36.38 Design, pressure 60.0 nsf Al Al ! �42 79 25 Al At 7�,75 37-50 36.3E X38 37,30 Al µ µ Al �Y Y Y Y I II 03 79-25 A+ µ A4 At { 147-75 ) 1 of 4 Male. Anchw Area Load Ind, zone ❑.C. Cap, loud Result (fT=) (Ibs} (in) fin) (tbs) {fibs} A. 2.3 138 NIA NIA 155 1 138 OR A= 77 463 6.00 2100 155 5 93 OK Al 7.7 463 N/A 11 NIA 155 3 154 OR besian nressure 60-0 Ddf Zane Area I Load Ltd. Allax. O-C- (�) Anchor Result Cap- {Ibs) Qry Load (Ibs} AI 2.4 146 NIA NIA 155 1 I46 oK A, 7.9 473 6.00 21.00 155 5 95 O.K. Al 7.6 468 N/A NIA 155 4 1I7 OR AS 2.3 138 N/A NIA 155 1 139 OK Ay 7-7 463 NIA NIA 155 3 1 I54 1 OK Made IV A 0.00135 8: 0 000 C -93 6 P = 263 Jibs Ka 2 400 Z= 110 Ibs �,,•y�CENS�g(P Z *` 0 ��F�i,4 3AT Or � wZORM Luis R- Lomas P E. FL No. 62514 9/2/2020 L. Roberta Lcmws P.E. 1432 VVgopCbrd Rl Manufavurer" Masonrte Le-Wfe. MC 27023 Report #. 514008B 43+-688-0" pate. 1011012017 rllG+ma t�j r k) rra See.Ca r*1 Anchor Locations: Double door 36 38 --� 6.00 TY P. 18.19 ryP, 1 3.00 TYP, 6.00 MAX C.C. 1925 6.00 2 of 4 Luis R. Lamas P-E. FL No. 62514 91212a2a L. Roberto Lamas P. E. 1432 w)Oftfd Rd Manufacturer: Masonge Lewuvk*, A!C 27n23 Report # 5140M 434-69al OW9 Date. 1011012017 rilomas'Itloma�,. ,orn ❑ouhle door with sidelites 37 50 36 3B - 18 7B TYP e.00 TYP. : B.00 hP. 19.19 TYP j 3.UQ IYP. R f-.-I I � I 600 79 2.N 3 of 4 Luis R. Lomas P,E. FL No. ' 62514 9/2/2020 L. Roberto Lomas P. E. 1432 Woadhwd Rd Lewmift. NC 27023 - 6WOM9 0I anlasicl F IQma soe. corn Manufacturer Masonrte Report # 514008B Date- 1D11012017 Installation instructions: 1 FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 V4^ MINIMUM EMBEDMENT INTO SUBSTRATE WITH V2" 2 FOR ANCHORING THROUGH FRAME INTO MASONRY1CONCRETE USE 114" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM[ EMBEDMENT INTO SUBSTRATE WITH 2 112" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN BELOW. 3 FOR ANCHORING HROUGH FRAME INTO METAL. STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIFVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1r2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW 4 ALL FASTENERS TO BE CORROSION RESISTANT 5 INSTALLATION ANCHORS SHALI BE INSTALL ED 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 ISGA (.049 ) FY=33KSLIFU=52KS1 OR ALUMINUM 6063-T5 FU=30KS1 .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. 1 X BUCK OVER MASONRYICONCRETE IS OPTIONAL 9 WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-112" 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 1-112" 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 IX 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. 4of4 1R1 E I L D fr�f * • DD 51 .�_ TAT 0 F , 4r we Ile r"1AL E��`~ �1Ilfll1 0 Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P E_ 14321voadrard lid Manufacturer- Masonite tewtsr#e. NC 77023 Report # 5140123 43¢-698-OW9 Date: 1011012017 rl lornas. 1 riornasoe. com Test Report: NIA Product: Double ❑oor with and without sideiites 12'x6T (composite frame) Scope: This analysis provides calculations. quantifies, and spacing requirements for instaiiing product to substrate, and it applies only to the product described herein These calcu:at4orrs comply with requirements of the Florida Building Code 7th edition (2020) Anchor capacity in shear condition: Solid members w/ 6 obit gap' a. With threads present in shear plane fastener type. MID wood seresn, (NI)5 20I8. TA121 Nam-ml d.aneter 0. 0190 in Gap: 9: 0.0000 m Roo* die rneier Dr: 0.15Z in Moment arm: 0.0000 in Minimum regwred penetrol,on p- 1140 ,n Screw band, eq yield strergl h: Fb = SUM psi Side member PVC Main member- Spruce -Pine -Fir (S=C 42) Side member thickness ti a 1.000 in Main member thickness T„ = 1.5m m Side member dowel bearing strength. F. = 10,00o psi Main member dowel bcor,ng strength. f- r 3.350 psi Side member dowel bearing length I, c 2oDD in Main member dowel bearing length: Ina = 1.140 in Mode I„ Abode I, Abode II Mode M, Mode. TZ% Mode IV qin- 6365lbshri qs= 1900lbs/nn A0oms A: 0.00066 A- 000092 A: 000105 p : 725 61 ibs P = i900 Ins 8- t.07 6: 0.57 a 0.5 87 D.000 Kr, - 2 400 Ko = 2 400 C'-691.799 C:-253.623 C 521.824 C -93 6 Z�.= 302 IGs Z,= 792 liss P : 510 ibs AS = 46.8 in-Ibs Mm = 46.8 in-ibs Kn - 2.4130 P = 324 Ibs P 529 Ibs P _ 299 Ibs Min Design vnlue Z= 1251bs Zr 212lbs Ka= 2400 K,,. 2400 K,= 2.400 burot,on Factor Co = 16 Z. 135 on Z. 221 Ibs Z= I25 Ibs Allowable Design Vokm (ZCo)' Z'= 199 Ibe/arichw Fastener aype 114 ITW Tapcen Tabulated values N0 A. I6-122206 44r Substrate Hollow black disWmc Minimum embedment 1.25 in Z.00 !16U3202 Actuai edge distance 2.50 in 4.00 Actual C To C spacing 3.00 in Allawahle Design Value: Z"= 155 Ibs/anchor (per Interpolation when needed) Fastener •ype #10 Self Sapping screw (Ca Icuiat,ons per 2015 Aluminum Des In Manual, section J.5.5) Nom,ml screw diormier. D ❑ 190 in Screw roar area. Ar 0.0151 inn A rual edge distance. - de. 1085 ,n Screw stw.or ultimate strength F., 54.0 ksi Per ruble 73 2 of 2010 Steel Constructran Alamua] 14th Ed, ti(n Side member moterlal: Vinyl PVC Main member innarerlol: 0*3-T5 akwuman Thickness t, 3000 in Thickness: 11, 005t n Ultmate tens, le 51rag, In. F,., 14 ksi Ultimate Tensile strength: F,„r 2Z ksi 61oin,mi sinvrgth per bearing ;s,* member): Rn = Zbf,F„,r Rail = 5320 Ibs (Eq S 5-12) Ncm,naI vrergth per bearing (main member) Rn = 23tfF Rn2 : 435 Ibs (Eq .T 5-12] Nominal strength per tilting. Rn : 4.2(t,'D) "F,,,r Sin s 478 ibs (Eq d 5-13) Nom,ml screw shear streagth: On = A,f.,/1.25 Ian 654 Ibs (Eq d 5-141 Safety fatter: n = 3 A lia„a61. show and bear" cop4city: P_ 145 Ib3lan bar Fastener type. 010 Self tap" screw (Calwkf,ons per AI51 St00 16 and AISC 2017) Noma, screw diameter: D. 0190 +n Screw Shear ultimate Strarigth: F, 540 ksr Screw root area: A, 0.0151 inn Per table S 3 2 of 2010 Steel Constnnctim Mditml 14 th Fait ion Side member rMterial: Vlmyt PVC Abair member iliatviol= Metal Fromhy Thickness. ti I o00 in Thickness: tr 0.(' - uFtimafe tensile Strength. F, 14 ksi Ukbnote )ensue strength: Fir } 4 1+ Nominalper strength tilting. Rn = 4.2(te1DPFa Nominal bearing RA ,,,��pi On _ 1001 Ibs (Eq E4 3.1.11 \ +� L 0AJ j fJ srrergth per (side nwhiber): = 2.7i]TiFi Nominal bearng On •{:. Rai • 7I82 tbs (Eq E4.3.1-2 and -4j C •�``j L N,9 strength par (main member)- = 2.7DtrF„a Rn2 : i290 ibs (Eq E4 3 1.3 and 5] = �1 Nominal shrew shear sirerigTh On = A.F,.I1.25 • An = 654 Ibs ` • . safety fat tar: n= 3 * • AN ... ble shear and beonr.g capacity: P. 218 Ibs/anchor 0 M,nm.im arnchar copacify. 145 Ibs/anchor �� TAi �� • �` 1 1 Note: Anchors w,rh the leas[ capec,Ay ,s used Aar Cjkh UJ T+ont to guallry anchors With higher capaCdy. _ rt • . �(V 1 of 4 Luis R. Lomas RE FL No.: 62514 9/2/2020 �.�.vuuvuua uuap. 1M �V+4V � � 610"5C; rbRIa Anchhgr carcul&dons. minimum�ked a�char5 36.38 36 38 besgo pressure 60.0 psf Y 1' 79,25 IJI Al Al 72.75 37.50 36.38 36.38 37.130 ? f�� f AA Y Y_ Y Y h1 79.25 Al A4 A4 Al 14775 Anchor Locations: Double door 6.00 TYp. I h 8.00 1w MAX Q.C. 79.25 6.00 2of4 A e" A`nc ow Area Lead Ind- Zane {ft=) {I6s] (in] O.C. Cep Load Result (in) (Ibs)Qty [Ibs] AE 23 77- N/A NIA 145 1 138 oK Aa 7 7 463 6.00 21.00 145 5 93 OK Aj 77 463 NIA NIA 145 4 116 OK bes;gr. pressure. 60.0 psf Zone Area ov) Lord (Ibs) Ind, (in) Max. 0.C. (in) Anchor Result Cep. (kbs) Rty Lead Obs) Al 24 146 N. A, N/A 145 2 73 OK Ai 7.9 473 6.00 2I00 145 5 95 OK A3 7.6 468 NIA NIA 145 4 117 OK A, 2.3 238 NIA NIA 145 1 138 OK A5 77 463 N/A NIA 145 1 4 i1b OK 39.38 -- , 6.oa TYp. - 16.79 Typ. 3,00 TYV. s -;:-p . 4TAT a OR�vR. '!s�ONAL`Ea��`� Luis R. Lomas P.E. FL No 62514 9/2/2020 L. Roberto Lomas P. E. 1432 Woodro(d Rd Manutadurer Masonde L. Roberto Lomas P. E. 11432 WoocfordRd Manufacturer Masonite tewawRe NC 27023 Retort #: 5140128 43i 688 7609 Date: 1011012017 TIIOmasidHi-lomBSDL ix7m Double door with sidelitos 37 10 6-00 TYR 6.00 T'IP. la. 19 TYP ` 3 00 7Y�- . fi.i00 18' �W►}f Q.C. 1- I I 6.W Luis P- Lomas P.E. FL No. 62514 3 of 4 9/2/2020 L. Roberto Lows P, E, 1432 Woodord RC Lerasvno'e HC 27623 434•688-OM9 Manufacturer Masonpte Report # 514012B Date 1011012M17 r110M aStC�I00MO She. cor, r Insfellafion instluctfons. 1 FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 112" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN BELOW 2 FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 114" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" 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 117' 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 HOLLOWIFILLED BLOCK PER ASTM C90 WITH Frn=2.000PSi MINIMUM D METAL STRUCTURE STEEL 18GA (048"} FY=33KSUFU--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 RESPONSIBILi TY OF THE ARCHITECT OR ENGINEER OF RECORD 8 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 9 WHERE SHIM OR BUCK THICKNESS 15 LESS THAN 1-117 UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS ANCHORS SHALL BE SECURELY FASTENED DIRECTLY TNTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 10 WHERE WOOD BUCK THICKNESS IS 1-112" 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 IX 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. 4of4 Ry.i f Lf 0 r —_*w obi .•#� • TAT OF ONA 11E�,,t` Luis R. Lomas P.E. FL No.. 62514 9/2/2020