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Home My WebLink AboutProduct Approval; Swinging Exterior Door AssembliesHo-��4111 ��.?'w7Y t6' u lY�( S+a� ', i •, • i F' 1 : Y'1(" t SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map kinks Search fi Product Approval USER: Public User RECEIVED Product Approval Menu > Product or Application Search > Application List > Application Detail gti; FL # FL22378-R6 FEB - 3 2021 Application Type Revision Permitting Department Code Version 2017 St. Lucie County 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) E4ulvalLntA of Pebtlutt Standards Certified By Product Approval Method Masonite International 1955 Powis Road West Chicago, IL 60185 (806) 663-3667 sschrelber@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 Randard TAS 201 TAS 202 TAS 203 Method 1 Option A Year 1994 1994 1994 FILE %C®PY Date Submitted 01/25/2019 Date Validated 01/28/2019 Date Pending FBC Approval t tps.-//floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgs3M6m9°/a2flf8XPIOX7v28WDoOMX5mi9306VsYlXv4vXZY6A%3d%3d 1/4 Date Revised FL # Model, Number or Name 22378.1 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 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. 2237 - 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 adheriht 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. Hurricane a chorideta Ive s andiwNOT 0 for a er performance he a required.required. See 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 red. See DWG-MA-FLO1 s NOT anchor details andve system Lwa er performance ce where required.70 for 22378.4 Stormguard Fiberglass Side -Hinged Door Unit Description 6'-8" Opaque I/S Single Door Certification Agency Certificate FL22378 R6 C CAC N1007077A7-R2.Rdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructiatta FL22378 R6 II FL0170.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL2378 R6 AE•.511-010A. FL22378 R6 AE 514014A_{1df Created by Independent Third Party: Yes 6'-8" Opaque O/S Single Door 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. 1T-D" x V-;8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. i-- ------ -- i 22378.5 Stormguard Fiberglass Side -Hinged Door Unit Certification Agency Certificate FL22378 R6 C CAC NIfl07077.07-R�—Pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514010A.odf Eu aze oc AF S1a014A,pM Created by Independent Third Party: Yes _ 6'-8" Opaque I/S Single or Double Door w/ or w/o ,Luwlwc Certification Agency Certificate { FL22378 R6 C CAC NI007077 07-R2.pAf 1 ntract Expiration Date Quality Assurance Co 12/3112020 Installation Instructions FL22378 R6 II FL0170.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.odf FL22378 R6 AE 514012A.p� Created by Independent Third Party: Yes 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 6'-8" Opaque O/S Single or Double,Door w/ w/o Sidelites Certification Agency Certificate Flcc�i e373 R6 C CAC NI001-0-7 07-R2*of Quality Assurance Contract Expiration Date 12/31/2020 Installation instructions FL22'7Q oa rr FI01 Verified By: National70.P f Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports - �2R7L3 R� AE 5Y4008A.pdf L L 22378 R6 AE 5.1421�ildf Created by Independent Third Party: Yei _ s V-8" Impact Glazed I/S or O/S Single Door w/ or w/0 SideliteS Certification Agency Certificate FL22378 R6 C CAC NI007077.09-R3•pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions _L27378 R6 II FL 0172.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.pdf 214 --,,4 ,n, ann .asDx'DaraLn=avGEWiO gs3M6m9%2fK8XPIOX7v28WDo0MX6mi9306VsYlXv4vXZY6A°/.9d%3d NOTICE OF PRODUCT CERTIFICATION I. Company: Masonite International Corporation Certification No.: NI007077.09-R3 1955 Powis Road Certification Date: 05/22/20017 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 01/03/2019 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame3 unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 :e of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification sents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within _ a --A- r__a:a.-a_ It man ertified Product Listing Inswing (ration or Outswing US at www.Namicertification.com. Glazed or Opaque Glazed NAMI's Maximum Size 3'0" x 6'8" Certification Program is accreuited Structural Water Design Test Pressure Pressure +55/-55 0 psf by The American National manual us I"3...u« Missile Test Report Number Impact Drawing Number & Rated Comments Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" He Anchor Details-MA-FL0172-07/W-1807/W-1885 ,le ON Glazed 3'0" X 6'8" +55/-55 3.75 psf/ 6.0 psf' 8.25 psf 2/9.0 psf 4 7.5 psf a Yes NCTLr210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Dctails-MA-FL0172-07/W-1807/W-1835/W- 1860/W-1885 K I/S Glazed 6'0" x 6'8" +50/-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" .ble Anchor Details-MA-FL0172-07/W-1807/W-1885 X lble O/S Glazed 6'0" X 6'8" +55/-55 3.75 psf/ 6.0 psf' 8.25 psf Z/8.25 psf a Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885 OX /Sidelite US Glazed Door Glazed Sidelite 6'0" x 6'8" +55/-55 0 psf Door -Yes Sidelite-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 OX /Sidelite ON Glazed Door Glazed Sidelite 6'0" x 6'8" +55/-55 3.75 psf/ 6.0 psf t 8.25 psf 2/9.0 psf 4 Door -Yes Sidelite-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel size: 3'0" x Anchor Details-MA-FL0172-07/W-180T/W-1 W-1835/W-1885 10 Sidelites US Glazed Door Glazed Sidelites 910" x 6'8" +55/-55 0 psf Door -Yes Sidelite-Yes NCTL-210.3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Dctails-MA-FL0172-07/W-1807/W-1885 (O Sidelites O/S Glazed Door Glazed Sidelites 9'0" x 6'8" +55/-55 3.75 psf/ 6.0 psf t 8.25 psf 2/9.0 psf4 Door -Yes Sidelite-Yes NCTL-210.3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885 XO /Sidelites US Glazed Doors Glazed Sidelites 12'6" x 6'8" +501-55 0 psf Door -Yes Sidelite-Yes NCIL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 XO /Sidelites O/S Glazed Doors Glazed Sidelites 12'6" x 6'8" +55/-55 3.75 psfl 6.0 psf I 8.25 psf 1/8.25 psf 4 Door -Yes Sidelite-Yes NCTL 210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885 ieries Threshold Design 2 -Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes HP Outswmg Threshold National Accreditation & Management Institute, IncJ4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 . Xr • IL" • rTTunDrr7'Vr% CTf"_N A TTli?F- Company: Masonite International Corporation Certification No.: NI007077.09-R3 1955 Powis Road Certification Date: 05/22/20017 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 01/03/2019 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame" unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 ie "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 3el represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within f xMI s Certified Product juisung at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Glazed Structural Water Missile Test Report Number Configuration [I:nsw:ing or Maximum Design Test Impact Drawing Number & O a ue Size Pressure Pressure Rated Comments X US Glazed 3'0" x 6'8" +55/-55 0 psf Yes NCTL-210-3389-I/ATLNC 1203.01-14/ATLNC 1012.01-16 Single Maximum Panel Size: 3'0•' x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1885 X O/S Glazed 3'0" x 618" +551-55 3.75 psf/ 6.0 psf t Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single 8.25 psf 2/9.0 psf 4 Maximum Panel Size: 3'0" x 6'8" 7.5 psf 5 Anchor Details-MA-FLO172-07/W-1807/W-1835/W- 1860/W-1885 XX US Glazed 6'0" x 6'8" +501-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FLO172-07/W-1 807/W- 1885 XX O/S Glazed 6'0" X 6'8" +55/-55 3.75 psf/ 6.0 psf t Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double 8.25 psf 1/8.25 psf 4 Maximum Panel Size: 3'0" x 6'8" Anchor DeWis-MA-FL0172-07/W-1807/W-1835/W-1885 XO/OX US Glazed Door 6'0" x 6'8" +55/-55 0 psf Door -Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1885 XO/OX O/S Glazed Door 6'0" x 6'8" +551-55 3.75 psf/ 6.0 psf Door -Yes NCTL-210-3389-1/A7LNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 1/9.0 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-171,0172-07/W-1807/W-I835/W-1885 OXO US Glazed Door 9.0" x 6'8" +55/-55 0 psf Door -Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 OXO O/S Glazed Door 910" x 6'8" +55/-55 3.75 psf/ 6.0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites 8.25 psf 2/9.0 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FLO172-07/W-1 807/W-1 835/W-1 885 OXXO US Glazed Doors 12'6" x 6'8" +50/-55 0 psf Door -Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 )ouble w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0172-07/QV-1807/W-1885 OXXO O/S Glazed Doors 12'6" x 6'8" +55/-55 3.75 psf/ 6.0 psf Door -Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 ?ouble w/Sidelites Glazed Sidelites 8.25 psf 2/8.25 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" _ Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885 wenea a res mcmumu &ign c-Denmes nigh uam 'i nresnota ues)gn 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes HP Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (904) 684-5124/Faz: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: I t ll MASONITE STORMGUARD FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH/ WITHOUT SIDELITES GENERAL NOTES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO, THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING LITE FRAME SELF IGNITION TEMP ASTM D1929 1 752 'F > 650 'F 842 'F > 650 'F RATE OF BURNING ASTM D635 1 0.56 IN MIN 1.28 IN IN SMOKE DENSITY ASTM 02843 53.4X 70.2% TENSILE STRENGTH' ASTM 0638 1 3.2% DIFF 1.8% DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 779 'F > 650 'F RATE OF BURNING ASTM D635 0.0' IN IN SMOKE DENSITY f ASTM D2843 39.O9 TENSILE STRENGTH* i ASTM D638 1 3.61 DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 6. MAXIMUM GLASS SIZES COMPLY WITH ASTM E1300 FOR THE DESIGN PRESSURES LISTED. 149' MAX. OVERALL FRAME WIDTH I 21" MAX 36.375' MAX. i i- D.L.O. --I PANEL WIDTH FRAME WIDTH W/ASTRAGAL �+ ,I i C h is O 1 d Adbftloft DMaRrM�' ElluJE 11 STRUCTURAL DESIGN PRESSURE RATING WHERE ATE INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING I ALL OUTSWING INSWING LIMPER 0 Z-SERIES 0 HP 0 S T4 O S HI H DAM 0 S X 37.5 74 +55.0 -55.01+55.0 +500 -5. +5 -55.0 N A N/A +25.0 +25.0 -25.0 -25.0 +40.0 +4 -40.0 40. +50.0 -50.0 N +55. -55....0 +55....0 +55.0 -55.0OX XO OxO 112.5 -55.0 -5.0 +5.0-5 +55.0 50 -5 NA NA + + +4 00 -40 . AA ...0 5.00 +500 555.0 1 + 5.0 -5 N/A +25.D -25.0 +40.0 -40.0 1 N ---555555...0XX I z I y 4" srue. N mr, BY: ctK ft KURT BALTHAZ0 R o 4wO o No.: FLORIDA P.E. #56533 DWG-IAA-F] 1 3. f. n n Mn SEE DETA 'C" M 3" #8 x 2" #8 x 2" "D" #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" SEE w "D" 0 w w " Iry A 2 DETAIL To ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 0.962", 1` � 1.437" a T WING THRESHOLD BUMPER O/S THRESHOLD HP OfS THRESHOLD 1.75" 1.047' 1.437' z T T > 0 S THRESHOLD HIGH DAM OfS THRESHOLQ 14 O/S THRESHOLD 11.1 -2-4 a ;EE DETAIL 0' 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW QUAIL "F" ASTRAGAL �ddmdmbN�4Y Ca�calmNa::. a -m- N.T.S. uwc. BY. SWS cHK. ar: OF SEE DETAIL "C" SHT. 2 Addendum bNAL1 fl1Ae*[d9y. Ore. CCC AC — 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, 1/4" TAPCONS, AND #10 TEK SCREWS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4", TEK SCREW EDGE DISTANCE MIN 1 /2". U 4 a SEE DETAIL } "D' SHT. 2 J wo f u ffrl � I I 3' 1.25' MIN 5' SHIM CL --� �-- TYPICAL MASONRY ANCHOR INSTALLATION 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-7/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1 /4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. 1MIN ARDWARE SCHEDUL 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"X1f2" CORRUGATED #10X2" WOOD SCREW 12N" r "i, _ 3" FFFRtaM EACH END 6" FROM EACH END M AND 7" OC AND 12" OC 0.25" SHIM ALA ELX CL 'I CAULK y ACRYLIC • CAULK CL 1 X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) VAX" ;HIM TYPICAL WOOD BUCK ANCHOR INSTALLATION 906D SCREWS EACH END rl I® INTEGRAL WOOD MULLION (CHS) (4WObp SCREWS" EACH END A — INTEGRAL WW MULLION (CHS) DWG. BY: CHK. BY: CL a c c z NO 1" INSULATED GLASS 0.124' HEAT STRENGTHENED DECORATIVE INSERT 0.090' SAFLDC (NOA 15-1201.11) (OPTIONAL) 0.124' HEAT STRENGHENEO- �.0124' TE11P. BUTYL FOAM, OR METAL SPACER 1/2' SITE DOW 995 DOW go tX�B14R 1NTERIO TYPICAL GLAZING DETAI IMPACT RATED GLASS 1' INSULATED 0.124' HEAT STRENGTHENED 0.090' SAFLEx (NQA 15-1201.11) GLASS DECORATIVE INSERT (OPTIONAL) 0.124' HEAT STRENCTHENED� �.0124' TEMP. BUTYL FOAM. OR METAL SPACER 1/2' BITE i �. DOW 995 • y am: DOW 995 1-1/4' INSULATED GLASS 0.124' HEAT STRENGTHENED INTERNAL MINIBUNDS 0.090' SUM (NOA 15-1201.11) (OPTIONAL) 0.124' HEAT STRENGTHENED .0124' TEMP, METAL SPACER 1/2' 017E DOW 993 HOT MELT ELAS70MER : FOAM GLAZING TAPE EXTERIOR ± v. INTERIOR ALTERNATE IMPACT QLAZllqG DEN RATED GLASS EXEERf _` INTERIOR ALTERNATE GLAZING DETAIL IMPACT RAT D ,r ss lidleEldmaMAY sr'Ic' N.T.S. DWG. BY: SWS CHN. BY: OF RECEIVED FEB - 3 1021 Permitting Department St. Lucie County FD. I.R. NO I.D. (f) Z CO 00 co cn E N v O 345 m 3 . FD. R&C }; #3333 I :D TO: BUILDERS, INC. MNN & SUSIE WHITE ND FINANCIAL SERVICES FD. P/K NAIL Ft N 00-30'33" E (B-R.) v— — Z 338.22(P) 338.05'(M) S 00'27'33" W 100.40' ) S 00'30' 33" W 1 0.00' ( ) CULVERT CLVERT p p S.S. W.M. UP. FD. R&C i #4094 P. Fn I ` f 24.00' 19.16' 18.33 0 21.6' cJ C.P. I : a m ONE STORY CBS lb 82.00' r----h r LOT 344 10' U.E. S 00'30'02" W 00'30'33" W LOT 34 � w o d' N -N-K N 00 GCD Op Z (n WOOD FENCE X FD. R&C I #4094 99.65' (M) 100.00'(P)