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HomeMy WebLinkAboutProduct Approval PA .": `'. DISE FXT "Building Our Quality Reputation: One Customer At A.Time" SCC131150472 Property Information Building Information Owner: MARIA PRESUTTI Wind Zone: 170 MPH. Address: 6208 DRAWDY PKWY Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 51 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 37 80 7 36.0 -39.2 2 Int 52 61 7 35.9 -39.1 3 Int 52 61 7 35.9 -39.1 4 Int 36 61 7 36.8 -40.0 5 End 36 61 7 36.8 -48.5 6 End 36 61 7 36.8 -48.5 7 Int 36 61 7 36.8 -40.0 8 Int 35 36 7 37.8 -41.0 9 Int 65 12 7 37.8 -41.0 10 End 65 12 7 37.8 -50.6 11 Int _ 25 37 7 37.8 -41.0 12 Int 25 36 7 37.8 -41.0 13 Int 35 36 7 37.8 -41.0 4 a - r - Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 WINDOW & DOOR OPENING INFORMAIO( A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE OPENING (Location) IS THIS A GLAZING PRODUCT APPROVED PRESSURE RATING DESIGN PRESSURE M ROUGH WINDOW ARE . LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING - SHUTTERS MULLION NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF SIZE DIMENSIONS REQ Y/N/NA REQ Y/N 1 Int Door Solid FL15210.1 75 75 36.0 -39.2 37.5X81 37x80 No No 2 Int Window 7/8"Lami FL16177.1 70 70 35.9 -39.1 52x62 52x61 YES No 3 Int Window 7/8"Lami FL16177.1 70 70 , 35.9 -39.1 52x62 52x61 YES No . 4 Int Window 7/8"Lami FL16177.1 70 70 36.8 -40.0 52x62 36x61 YES No 5 End Window 7/8"Lami FL16177.1 70 70 36.8 -48.5 52x62 36x61 YES No 6 End Window 7/8"Lami FL16177.1 70 70 36.8 -48.5 52x62 36x61 YES No 7 Int Window 7/8"Lami FL16177.1 70 70 36.8 -40.0 52x62 36x61 YES No 8 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 35x36 No No 9 Int Window 1"Lami IG FL13010.4 55 55 37.8 -41.0 48x72 65x12 No No 10 End Window I"Lami tG FL13010.4 55 55 37.8 -50.6 48x72 65x12 No No 11 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 25x37 No No 12 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 25x36 No No 13 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 35x36 No No M IAM I DADE ) MIAMI-DADE COUNTY COUNTYf; PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 N + + _ EPTANCE (NOA) www.miamidade.gov/economy Lawson In ustries,Inc. 8501 NW 90 Street Medley,FL 33166 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building 'i Code i cludin,t e . i�h Veloci u 'ca e o e.- 1 ESCRIPTION: Clip.ed Extruded Aluminum Tube ull'on w/an. w o to•I •ei fo ce,.e..t—L . • 'PRO • DO i ' :Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions"sheets 1 through 10 of 10,dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the ®I Notice of Acce.tance number and ex•iration date b the Miami-Dade County Product Control Section. ` SSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, ( series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. Ifis (� Il ave RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement . of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is . displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.17-1212.24 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. "41,' 4,1 NOA No. 18-0529.03 MIAMI•DADECOUNTY fro' .;��r• APPROVED � <€ /� )��t�j Expiration Date: May 30,2023 J f Approval Date: June 14,2018 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10,with revision D dated 11/21/17,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-02-T071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 3. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 120"span aluminum tube mullion with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering & Testing,Inc.,Test Report No.HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) Manuel Perez, Product Control Exa NOA No.18-0 ' : Expiration Date: May 30,2023 Approval Date: June 14,2018 E-1 � r Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 95-1212.09) 7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 6th Edition(2017), and of no financial interest, dated November 17,2017,issued, signed and sealed by Thomas J. Sotos,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-02-1714,HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering&Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No.FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96,both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 02-0501.05) Manuel P P.E. Product Control iner NOA No. 1` !! 29.03 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No.: FTL-3619,FTL-3620,FTL-3621, FTL-3622, FTL-3623,FTL-3624,FTL-3625, FTL-3626,FTL-3627,all dated 11/27/02,issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0128.06) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test,dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10,dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 108-1/2"span aluminum 2"x 4"tube mullion with no reinforcement,prepared by Hurricane Engineering& Testing, Inc.,Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda,P.E. 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 108-1/2"span aluminum 2"x 4"tube mullions with no reinforcement,prepared by Hurricane Engineering& Testing,Inc.,Test Report No. HETI-18-6037,dated 05/04/18, signed and sealed by Rafael E. Droz-Seda,P.E. i ' / Manuel Pere •... Product Control E •mine NOA No. 18-1 9.1 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6038,dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition(2017),prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 02/01/18 and expiring on 05/30/18. Manuel 'erez, ' . Product Control Ex• i •r NOA No. 18 ' 03 Expiration Date: May 1,2023 Approval Date: June 14,2018 E-4 1 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON°S MIAMI-DADE 1, ANCHOR/CLIP ANCHOR/CUP COUNTY APPROVED IMPACT ANO NON-IMPACT PRODUCTS. C 0 GLAZING • HORIZONTAL MULLION 'o ° PRODUCT , RECTANGULAR ALUMINUM TUBE MULLIONS to ANCHORfCLIP —HORIZONTAL MULLION USING MULLION PROPERTIES ONLY n RI GLAZING' a v m 3 PRODUCT m 0 to z ''1 fn . GENERAL NOTES: F e4 e t ( � I N 1. THIS PRODUCT HAS.BEEN DESIGNED TO COMPLY WITH THE i % .-`_ I l p - ! e 3 t.• ` r 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th z w c o y + + N Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE(H4HZ). z 0 ,� W VERTICAL VERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE m 0 0 W -. }+ APPLICABLE FLORIDA BLDG. CODE REOVIREMENTS LE: WIND LOAD, WATER L9 MULLION MULLION t INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. � � p .a z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. 2 ¢ t=- G4,4 LAZING INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. �+ tz7 GLAZING GLAZING GLAZING o o PRODUCT v 4. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER ui z PRODUCT PRODUCT PRODUCT to LOADS TO THE STRUCTURE. e E� z E I- 5.ANCHORS SHALL BE AS LISTED.SPACED AS,SHOWN ON DETAILS,ANCHORS F N. I g 5 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a • ANCHOR/CLIp--, 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS j a j ARE NOT PART OF THIS APPROVAL. m' ¢ X • `1 • 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p' Q ,} • . WOOD ANCHORS ONLY. '(,,,444/"'J • 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W1 *� W2 W3 ' ' THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET I j .4 MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. U a 2� MULLION SPAN 4 r i WIDTH (W) = W1 + W2 + W3 MULLION & CLIP NOTES: 2 - • 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. g ANCHOR/CLIP ANCHOR/CLIP •• REFER TO SHEET 3 OF 10 FOR MAX. MULL 'DESIGN PRESSURE CHARTS n —HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET' ry R a; 4 OF 10 FOR DETAILS AND NOTES. w m .i'''... 5 a'al?, GLAZING * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS _ a4 PRODUCT N 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS N N VERTICAL :� '• 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. ti MULLION „ ,,,,,, , ,,rf,,,t,,,,...1.._,. ` + N * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS a` a LL i.". a J 4 .. f -..� g d 'O i “ Il r AZING , GLAING z< a13 ODUCT PRODUCT nGLAZING p GLAZING zaII �` PRODUCT PRODUCT a a. VERTICALD1 11 yi WOR/CLI• ; MULLION N ANCHOR/CLIP owit,tr/,q w 1 W2 ....'"-i--1 1 0� re.� b'O . . e W1 ... . W2 `�t}j,'q o o:J. W MULLION SPAN PRODUCT REVISED ee 4 - N _.. Q r . as cnmptying with the Florida „e,�• •V p ••• Building Code 1 a ..:1•10.1110.- r^ • .. i Wt + W2 Wt + W2 Acceptance NO $'U. 9,0 - sir...— I WIDTH (W) WIDTH (W) = 2 Er' tion Date N. fret, V.o- -' t t •2 TYPICAL MULLION ARRANGEMENTS . ByNV . D ._.^_: s �irr�ijcRr *:.,-,s% 6W M• Dario 1' 'd .. d • J p • L690 L .125 062 1.500 .156 TIP. i 1 - -� ��s 062 O r. x.125 ,A 0 O r=0 p'° litt�i`:\41tt11U;1h sft1V.IV1dWIlI m h .. 3000 w�l 1.500 ^ I y to ra 0 1.405 _�,�J `L'�-- 1.732 F. x.125 in V O o 4.000 4000 .115 T-0 3.000 I 3.062 7.000 1 .115 0,o x 2 a J O e 2 X 4 TYPICAL 2.000 1.732 2.062 2,000 Z NI NI 2 2 • V 4.500 I STD. TUBE WINDOW FRAME = It Z CW.7-- MULLION �. W= 2 o 2X MULLION CLIP I I ' II I m 2 a r `7 Z 0 6067-T6 .188-11...10 102 IL- 4-1.0007 .156-FL 102 F�L000-1 .156rI A7B L '., .-3 A 6.000 V--1.062-I 1.188 F-1.062- -1158- H-1.062...1-.- I 2 '4 = L' OPTIONAL 'L' \ 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 G7 2 3 �/� �� STD. TUBE CUSTOM MULLION CUSTOM MULLIQN CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION r �` r� MULLION 6063-T6 6067-16 6063-T6 6063-T6 6063-T6 a F-. N lxx: 2.070 in. Ixx: 1.000 in lxx: 0.950 in. lxx: 0.370 in lxx: 0.330 in }3j .� Sox: 1.035 in� Sxx: 0.667 in.! Sxx: 0.633 in� Sxx: 0.370 in� Sxx: 0.330 ink Z v R a: �/- I 2.000 I ZH e u \e(\, , (FLANGE FRAME) (FIN FRAME) .(FLANGE FRAME) (FIN FRAME) PRO1 (FLANGE FRAME) `� \�I N STANDARDCTUBULAR.25.SHAPES F 2.000 I • a complying��5�7��� �r d,. (• O ,,, U ALLOY 6063-76 I �1.000� ,125 d ng Code Anel t®ce No/i I 1� d CI f�f �� .750 Expir.tion Date l r4 cc x L_ � TYPICAL F?�C/i j GLAZING PRODUCT • 1r 1.0001 NY [�/ I A c, H. -A tle 8000 I V ? -066 l.ac6_ e .125 225 /41_, ::� :Li .125 `Q 2.000 -i, =� 4000 4 _II 6.000 3-000 : `.P. 4.500 i 2004.000 N N '":: IX MULLION CLIP 2.000 3.000+ 4.000- 9 m " i'y 3C 6065-T6 1 X 4 1 X 3 `1 X 2 w ., u o ,i io MULLIONS CONTAINING STD. TUBE MULLION STD, TUBE MULLION STD. TUBE MULLION w •L•� -L,\/ TYPICAL GLAZING PRODUCTS 6063-T6 6063-76 6063-T6 n al 8 „r,J/ NOTCH '�/ter/ n .o. /j}".'/' OPTIONAL l/' HORIZONTAL OR VERTICAL Ixx: 2.070 ink lxx: 0.950 ink lxx: 0.330 ink r a LL a o N 1 /I1 Sxx: 1.035 in. Sxx: 0.633 in. Sxx: 0.330 in. I/ SEE WINDOW OR DOOR APPROVAL FOR STD' TUBE MULLION STD. TUBE MULLION ` a ; i u o m a �I FASTENERS SIZES ANO SPACING 606]-TTS 6063-TTS N 'z' m lxx: 8,280 in lxx: 2.980 it z a o S Sxx: 2.760 in� Sxx: 1.490 in� 12 tx E E J } \ -L.� CLIP _LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS a m Ni 6 "'& I 1 ,/L' INSTRUCTIONS' USING MULLION PROPERTIES ONLY c /% \ / MULL 'L. USE CHARTS AND GRAPHS AS FOLLOWS. ,�JIIIIII/I,,, THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ,�� b ,a� X 2 1.688' ���. •3� ., AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE G I l\ / I I X 3 2.688' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. m 5 •,.a/ y P- COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. d,O��1--��.�9 • •• • Q�. 1 STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD ' ppa ,UQ N U.b•NO M' NOTCH 1 X 4 3.688' REOUIREMENTS. 5mx$'31 OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT rn !�__� 04 N v •J 2 X 4 3,688' APPROVAL- NOTES: • -:-;�K h 1 w 'd s ,125 MIN. B X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET rn ao.. • ,T 5.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. or' .jl 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR fo.... • •,, • =�'�` I SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. �, "° I 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. a (i. e ANGLE CLIP ••=C ��J I I INTO TUBE MULLIONS. SEE OPTIONAL STEP ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ,.` .,.xe WI I--2.000I 6063-TTS ANCHOR DETAIL AT SHEET 9 OF 10. MOPE THAN THE DESIGN 00005 SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. o TUBE MULLIONS TUBE N,(ULIJONS TUBE MULLIONS w Width(w) MULL SPAN 1X2 1 X 3 1 1X4., 2X4 , 2X6 Width(w) MULL SPAN 1X2 1 X 3 (1X4�2X4 I 2X6 Width w MULL SPAN 1X2 1 X 3 1X4 2X4 2X6 tn o 18 125.0 125.0 .1 125.0 125.0 18 28.3 81.5 125.0 125.0 125.0 ' 18 - 19.3 42.1 60.5 125.0 0o 1 24 125.0 125.0 125.0 125.0 125.0 24 21.2 61.1 133,2 125.0 125,0 24 - - 31.5 _ 45.4 126.2 .o c w 30 123.0 125.0 125.0 125.0 125.0 30 17.0 48.9 106,5 125.0 125.0 30 - - 25.2 36.3 100.9 n CO h 43 z -.. 36 102.5 125.0 125.0 125.0 125.0 36 _ - 40.7 88.8 127.8 125.0 36 - - 21.0 _ 30.3 84.1n j, ye v2 42 87.9 125.0 125.0 125.0 125.0 ' 42 - 34.9 76.1 109.5 125,0 42 - - 18.0 25.9 72.1 in o 2 a o 48 38-318" 76.9 125.0 125.0 125.0 125.0 48 74-1/4" - 30.6 66.6 95.8 125.0 48 120" - - 15.8 22.7 63.1 aie -.9 a u , w IA 54 68.3 137.6 125.0 125.0 125.0 54 _ - 27.2 59.2 85.2 125.0 54 - - - 20.2 56.1 _I o ¢ •w" 60 61.5 123.9 125.0 125.0 125.0 60 - 24,4 53.3 76.7 144.2 60 - - - 18.2 50.5 Z Y 3 66 55.9 112.6 125.0 125.0 125.0 66 - 22.2 48.4 69.7 131.1 66 - - - 16.5 45.9 z° c y Efl i-' 72 51.3 103.2 125.0 125.0 125.0 72 - 20.4 44.4 63.9 120.2 72 - - - 15.1 42.1 0 o= 2 O U 8 78 47.3 95.3 125.0 125.0 125.0 78 • - 18.8 41.0 59.0 110.9 78 - - - - 38.8 19 x a a s o 18 89.3 125.0 ' 125.0 125.0 125.0 18 - 56.3 122.6 125,0 125.0 18 • - 31.6 45.5 126.4j N z 24 67.0 125.0 125.0 125.0 125.0 24 - 42.2 92.0 132.4 125.0 24 - - 23.7 34.1 94.8 1 30 53.6 142.3 125.0 125.0 125.0 30 - 33.8 73.6 105.9 125.0 30 - - 19.0 _ 27.3 75.8 . j a 36 44.6 118.6 125.0 125.0 125.0 36 - 28.1 61.3 88.3' 125.0 36 - - 15.8 22.7 63.2 .. F Z 42 38.3 101.7 125.0 125.0 125.0 42 - 24.1 52.6 75.7 125.0 42 - - - 19.5 54.2 y 46 60.6/6" 33.5 89.0 145.4 125.0 125.0 48 84" - 21.1 46.0 66.2 140.8 48 132" • - - 17.1 47.4 EE. 2:j 54 29.8 79.1 129.2 125.0 125.0 54 - 18.8 40.9. 58.6 125.2 54 - - - 15.2 42.1 Q Z rn 3 60 26.8 71.2 116.3. 125.0 125.0 60 6.8 16.9 3 53.0 112.7 60 37.9 cr o i 66 24.4 64.7 105.7 125.0 125.0 66 15.3 33.4 48.1 102.4 66 34.5 o a 7 3 { 72 22.3 59.3 96.9 139.5 125.0 72 .. - . 30.7. .44.1 93.9 72 • - - - - 31.6 G X 78 20.6 54.7 89.5 128.8 125.0 78 - - 28.3 40.7 86.7 78 - - - - 29.2 w m 18 62.6 125.0 125.0 125.0 125.0 18 - 37.7 82.1 118.3 125.0 . 18 - - 24.3 35.0 • 97.4 I a 24 46,9 135.1 125.0 125.0 125.0 24 - 28.3 61.6 88.7 125.0 24 ' - - 18.3 26.3 73.0 t" & 6 I 30 37,5 108.1 125.0 125.0 125.0 ' 30 - 22.6 49.3 71.0 125.0 '30 - - - 21.0 58.4 ¢ M 36 31.3 90.1 125.0 125.0 125.0 36 - 18.8 41.1 59:1 143.8 36 - - - 17.5 48.7 i o a 42 26.8 77.2 131.1 125.0 125.0 42 - - 16.2 35.2 50.7 123.2 42 - - - 15.0 41.7 4 ¢ z . 48 57" _ 23.5 67.5 114.7 125.0 125.0 48 96" - - 30.8 44.3 107.8- : 48 144" - - - 36.5 L_ 7 : • 54 20.9 60.0 101.9 146.8 125.0 54 - - 27.4 39.4 95.8 54 - - 32.5 ? t , 60 18.8 54.0 91.7 132.1 125.0 60 - - 24.6' 35.5 86.3 60 - - - 29.2. 66 17.1 49.1 83.4 120.1 , 125.0 66 - ' - 22.4 32.3 78.4 66 - - - - 26.6 72 15.6 45.0 • 76.5 110.1 125.0 72 - - _ 20.5 29.6 71.9 72 - - - - 24.3 N $ o Z•5 78 - 41.6 70.6 101.6 125.0 78 _ - - 19.0 27.3 66.3 78 • - - - - 22.5 P 3Z 18 46.3 133.4 125.0 125.0 125.0 16 - 26,5 57.7 83.1 125.0 16 - - - 31.0 86.1 - - a`s 24 34.8 100.0 125.0 125.0 125.0 24 - 19.9 43.3 62.3 125.0 24 - - . - 23.3 64.6 a r W W m S 1 27,8 80.0 .•• I 125.0 125.0 30 - 15.9 34.6 49.8 136.3 30 - - - 18.6 51.7 N `o :,136 23.2 66.7 125.2 • 125.0 125.0 36 28.8 41.5 113.6 36 - ' 15.5 43.1 : m' u 11 11 42 19.9 57.2 L . 125.0 125.0 42 - - 24.7 35.6 97.4 42 - - - - 36.9 "' 0 0 63" 17.4 50.0 135.1 125.0 48 106" - 21.6 31.1 85.2 48 150" 32.3 v o o 15.4 44 .5 83.4 120.1 125.0 54 - 19.2 27.7 75.7 54 28 7 ° i 41 40,0 75.1 108.1 125.0 60 17.3 24.9 68.1 60 25,8 _ " 2 ° 66 - 36.4 68.3 98.3 .125.0 66 - - 15.7 22.7 62.0 66 - - 23.5 o B J A. ,r, 72 - 33.3 62.6 90.1 125.0 72 - - - 20.8 56.8 72 21.5 u u o .78 - 30.8 57.8 83.2 125.0 78 - - - 19.2 52.4 78 - - - - 19.9 'a'- ci o u % 1 1 1 HORIZONTAL MULLION ,,����EE�urU4rh c1AZINc _ TYPICAL MULLION ARRANGEMENTS •��t5,•7 33N,,, - PRODUCT 5 m .�0 MULLION i ARCHES TO BE INSCRIBED �z.0,, O d.:,'I/nf i Z INSIDE RECTANCULAR SHAPE o cc,.,`,`._'� ©.,' a GLAZING GLAZING o 1 NOT w O�E' PRODUCT PRODUCT N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRo�ut:rRE�'ESEo j1tE� J 2 M N rs comp7Ying wish Ole Florida h O �, �a cEAzwc GLA2R,f 3 VERTICALLY OR HORIZONTALLY. oy=;i"�- . �y��;:y3 I I PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) Attepauw19- �3- _ _„ ,�'. ter" �jp�'j m C,iyA°P nate iF. K�� F'� ��, ,+, WI + W2 i I Wt �L W2 WIDTH (W) = M' ,/./i[ ..'_:. I' " y�ti���� wI MULLION SPAN 2 Nt'.„'cede Product :•ol� - O 1' 'i -1.69071. rats 1.900 _ .062-� �w� - .688 312 • -L000 1.500 M1 CO 0 `` / .125 062 r 125 "'.688 r O O i �,, � r��� 1---.?-,- S O 2 .t56 7YP. 111 f f rT� r..j::::i\i1 % f ��� • �� M�'i a o • 3.000 __,I, ^_'� Il .15 (iI• 1.732 en.0 rn v z 1-1 L405-� f 4.000 ,� 3D00 �� .OW I% 3.062 0 C GW5 4 a oo 2 x 4 4D003.525 3.000 z.600 % 06 o. .4 z '" 1 STD. TUBE j r + 3 e y MULLION YR�NI00 FRAME ! �.. 2 z' c z 4,000 �.,. II rn .���... .., { --1000-2X MULLION CLIP .IBB-F 1563- •102-I 1 X 3 1.186 43 •!a 6063-76 / 2 X 6 " i-1.062- . Ir I.062- p „� Q ,{ STD. TUBE MULLION 1 X 3 NOTCH 'L• \ 6.900 /STD. TUBE • 1 X 4 1 X 4 6063-16 CUSTOM MULLION E3 2 OPTIONAL �� ULUON STD. TUBE MULLION 1 X 36063-T6 . LT3 61 CUSTOM MULLION a I � 6063-I6. CUSTOM M .�I• 6063-T6 60 4 a ¢ E Uj ��������i a 4 int Ixx: 2.168 in, Ixx: 2.218 in. U 5, H Ixx: 4.709 in. Ixx: 4.709 in. I . 2.168 In. 3 yy y Sxx: 1.445 in. -Sxx: 1..079 in� i 5 o • kite _ Sxx: 2.355 in. Sxx: 2.355 in, Sxx: 1,445 in. - `(, Q ct��� / 2.000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) H 02/ STANDARD TUBULAR SHAPES 2.000 'j Cry)• 4. '"3 O TYP.WALL=./25-ALL ..-1.580 I (Y d Ttt„/ ALLOY 6063-T6 y 4 I .750. .Al � TYPICAL !��//L g 10 01 01 GLAZING PRODUCT /iop rE4tFa V• Q2.000 N a `� I z.o00 .125 2.250 ,�S'I:i�> >‘.s�1,.9 //, ,, 1111 F0 s4D00 a >.cuei, ,��•WV�•W Z . Nil. 1 . 6.000 112 S.M.S. ; 0 012'O.C. 4.000 -•r/-325 4500 / 9 O o eg i .. I r II IX MULLION CLIP 3000 4.000 + / / � aa e.6063-T6 :: ,2 0y o • MULLIONS CONTAININ , u c 8 a m w w 4 i • • s x L• L• TYPICAL GLAZING PR*IlUCTS _ G405.4 .° u t S II < OPTON L !/ HORIZONTAL 0' ERTICAL ;,,,,,,,,, PRooucrRwldSt�FIOxMO r m a B B j 4� �� as eomplyi,g to w / SEE WINDOW OR r AOR APPROVAL FOR 2 X 6 2 % 4 Ac�c� u)`Ip j$•►' �.Q�i ry o w FASTENE' SIZES AND SPACING STD, TUBE MULLION STD. TUBE MULLION gx}iratiaR Dzw i-. 1 X23, u o o -LI z z m 6063-T6 ill12 2 I 6063-16 a y t��t. �"I�_� =2 D o n .2, I txx:19.648 int Ixx: 7.649 in. ,r.,y radc'roduct •.:? ' u c� o k. 6' S CLIP LENGTH• Sxx: 6.549 in Sxx: 3.825 in. i o m t; W L/'� L "_ RECTANGULAR ALUMINUM TUBE MULL c.S _ a I .(40:L----"'\;,. � MULL "L" INSTRUCTIONS:UCHARTS AND GRAPHS AS FOLLOWS. USING MULLION PROPERTIES ONLY '`i�j1;TT1!l �I.r2 1X2 1.688' ,.": "5 ',:1;14 I THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT �; p , „1p I X 3 • 2.688' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON`S MIAMI-DADE �e STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. ° �p+ k+ .. . IL s'` bt`�'.. N V�y} O {.1 i.}er^. NOTCH I X 4 3.688" REQUIREMENTS. t�nwy «,L� x.d ` 1 OPTIONAL 2 X 4 3.688'- STEP USE CONNECTION TO MULLION AS PER PRODUCT • NOTES: 72-� C z .` j APPROVAL. y.!}.: O vv^. a25 MIN. STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET au' "~'` v; 2 X 6 5.688' I OF 10 FOR BUILDING CODE COMPLIANCE. oat' F�.�..� ": 1 , ' I STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS i n Width(w) MULL SPAN 1X3 1X4 2X4 2X6 Width(/, MULL SPAN, 1X3 1X4 _ 2X4 _ 2X6 _ Width(wl MULLSPAN 1X3 1X4 2X4 2X6 1 CC o .. 18 125.0 125.0 125.0 125.0 18 125.0 125.0 125.0 125.0 18 44.0 95.7 125.0 125.0, o z 1 125.0 125.0 125.0 125.0 24 139.5 125.0 125.0 125:0 24 33.0 71.8 116.6 125.0 ..0 o a 30 125.0 125.0 125.0 125.0 . 30 111.6 125.0 125.0 125.0 30 26.4 57.4 93.2 125.0 tOco y cc - • 36 125.0 125.0 125.0 125,0 36 93.0 125.0 125.0 125.0 36 22.0 47.8 77.7 125.0 n,, 1. 5 2 I 42 125.0 125.0 125.0 125.0 42 79.7 F 125.0 125.0 125.0 42 18.9 , 41.0 66.6 125.0 i,,Qo e n O e. ! 48 38-318' 125.0 125.0 125.0 125.0 48 74-1/4" 69.7 125.0 125.0 125.0 48 120" 16,5 35.9 58.3 _ 149.7 q o .- Z °z c' 54 5.0 125.0 125.0 125.0 54 62.0 134.6 125.0 125.0 54 - 31.9 51.8 133.1 4 V Q < 60 12t13,_ 125.0 125.0 125.0 60 55.8 121.2 125.0 125.0 60 - 28.7 46.6 , 119: z i c, M 66 125.0 25,0 125.0 125.0 66 50.7 110.1 125.0 125.0 66 - 26,1 42.4 .8.9 i ,c4) z a `- 72 125.0 1 .1 125.0 125.0 72 46.5 101.0 125.0 125.0 72 - 23.9 38.9 99.8 0 W= C7 u - 78 125.0 125,0125.0 125.0 78 42.9 93.2 125.0 125.0 78 - . 22.1 3 .• 92.1 a0>F°- k -) a 0 18 125.0 125.0 aty0 125.0 18 128.4 125.0 125.0 125.0 18 33.1 71.9 116.8 125.0 j m 24 125.0 125.0 125.0 125.0 24 96.3 125.0 125.0 125.0 _ 24 24.8 53.• 87.6 125.0 Z N 1 30 125.0 125.0 125.0 . .0 30 77.1 125.0 125.0 ' 125.0 30 19.9 • .1 70.1 125.0 _ W m 03 a 5 36 125.0 125.0 125.0 , 125.0 36 64.2 139.5 125.0 125.0 36' 16.5 35.9 58.4 125.0 • .i y 42 125.0 125.0 125.0 125.0 42 55.0 , 119.5 125.0 125.0 42 30.8 50.0 128.5 ¢ F u F I 48 50-518" ' 125.0 125.0 ' 125.0 125.0 ••: 84" 48.2 104.6 ' 125.0 125.0 48 132" - 27.0 43.8 112.5 . • F w 11 ,1 64 125.0 125.0 125.0 125.0 54 42.8 93.0 125.0 125.0. 54 - 24.0 38.9 100.0 zN 60 125.0 125.0 125.0 . 125.0. • 60 38.5 63.7 135.9 I 125.0 60 21.6 35.0 90.0 ® c o I 66 147.7 125.0 125.0 125.0 66 35.0 76.1 123.6 125.0..1 66' • 19.6 31.8 81,8 r... 72 135.3 125.0 . 125.0 125.0 72 32.1 69.7 . 113.3 125.0. 72 - 18.0 29.2 75.0 . CIO 5' 78 . 124.9 125.0 125.0 125.0 78 6 64.4 .. 104.6 125.0. 78 - _ 16.6- 26.9 69.2ae 18 ' 125.0 125,0 125.0 125.0 18 66. 125.0. 125.0 125.0 8 _ 25.5 55.4 89.9 125.0 I j m 24 I 125.0 ' 125.0 ' 125.0 ' 125.0 ' 24 ! 64.5 40.1 125.0 125.0 24 19.1 41.5' 67.5 125.0 F k 30 125,0 125.0 125.0 125,0 30 • 51.6 11 . 125.0 125. 30 15,3 33.2 54.0 138.6 s 36 125.0 125.0 125.0 125.0 36 . 43.0 93.4 125.0 .0 ' 36 - 27.7 45.0 115.5 U 42 125.0 125.0 125.0 125.0 42 36.9 80.1 1 a' 125.0j 42 - 23.7 38,5 I 99.0N 4 0 48 57" 125.0 125.0 125.0 125.0 48 96" 32.3 70.1 11 .• 125.0': 48 144" - 20.6 _ 33.7 86.6 ,, , z 54 137.0 125.0 125.0 125.0 64 28.7 62.3• /01.2 . 0'. 54 18.5 30.0 77.0 -' 60 123.3 125.0 125.0 125.0 ' 60 25.8 ;:,..41,/• 91.1 125.0 60 - 16.6 27.0 69.3 k 66 112.1 125.0 125.0 125.0 , 66 23.5 .0 82.8 125.0" 66 - 15.1 24.5 63.0 c 72 102.8 125.0 125.0 125.0 72 21.5 46.7 . 75.9 125.0 _ - - 22.5 .57.8 N Ta., P., •I....- 78 94.8 125.0 125.0 125.0 78 19• _ 43.1 70.0 125.0 78 - - 20.8 53.3 S ISO 18 125.0 125.0 125,0 125.0 18 .1,4 131.2 125.0 125.0 16 22.6 49.0 79.6 125.0 `` .9 _ o 24 125.0 125.0 125.0 125.0 24 45.3 98.4 125.0 125.0 24 16.9 36.7 59.7 125.0 a WW :al 30 125.0 125.0 125.0 125.0 30 36.3 78.7 127.9 125.0 30 - 29.4 _ 47.7 122.6 5 c ;n g - 36 • 125.0 125.0 125.0 125.0 36 30.2 65.6 106.6 125.0 36 24.5 39.8 102.2 p .- u m 9 42 130,5 125.0 125.0 125.0 42 25.9 56.2 91.4 125.0 42 21.0 34.1 87.6 48 63" 114.2 125.0 125.0 125.0 48 108" 22.7 49.2 79.9 125.0 48 _ 150" :,4 29.8 76.6 . v i i w 54 101.5 125.0 125.0 125.0 N 20.1 43.7 71.1 125.0 54 - 16. 26.5 68.1 • f =i13 z 60 91.3 125.0 125.0 125.0 60 18.1 39.4 64.0 125.0 60 - - 3.9 61.3 12 & R. .E 3 66 83.0 125.0 , 125.0 125. 66 16.5 35.8 58.1 147.0 66 - - 2 .' 55.7e, m u° u° o�' 72 76.1 142.4 125.0 ,0 72 15.1 32.8 53.3 134.8 72 - - 19.9 151.1 a m ,3 d „i i .78 70.2 131.4 125.0 125.0 78 - 30.3 49.2 124.4 78 - - 18.4 Me_ _____€Z7- 1--70 HORIZONTAL UULUON ,,,Ng{Illil/!//I %'GInZINc TYPICAL MULLION ARRANGEMENTS ��..0 I. �•�� I�, VERI.ICAL PRODUCT 3 d :� P:••' • „ / ` -YUWON ('� ARCHES TO BE INSCRIBED 0Z,' .''. .4, INSIDE RECTANGULAR SHAPEZ EU pj�'y'4, 4 1 V''�•,gl'/'- cUzwc c •NO Q Z NOTE: "Tr '' n .........1..., PRODUCT --•DUCT -I0. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED pFODUCPREVISED ' •` 'r.� � VERTICALLY OR HORIZONTALLY. ,s complying wilhthe Florida a=''' 'a1' • Oe'` aaZlNc GUZINc (INTERPOLATION BETWEEN WIDTHS ALLOWED) Balamgcoae oma _" '.::,......1 ' 1 PRODUCT PRODUCT Acmptaou Tao I�•1 / Q I=- r✓i0•• ,;_:1 E,'mlim Dace 87g11.k‘• /I< z •• • ,;" ,..1 W1 W2 WIDTH (W) '= WI + W2 By ii!„ . -:_' ' ' #srrJ'tal 1.1.0, FI -' I MULLION SPAN J 2 Miem'1. O 1 . . • • MIN. EDGE DIST. 5/16TAPCONS 5/1 6-TAPCONS 2-3/16 CONCRETE OR - 1 1/4" MIN. I-1/2"MIN.WOOD PENETRATION 1-1/2.-MIN.W000 PENETRATION in EDGE DIST. 2 PER CLIP(I ON EACH WING) 1 PER ANGLE 4" OLLOW BLFCK eG & 5/16"TAPCONS WI 6-TAPCONS CD - Iglik ...di Millillia 011.7--Lr004WW"-700010000.,,, rp.'"7"1""•• "-C-010.'-••••000rooir10.00, 3/4" I-3/4T met TREES INTO MASONRY 4 PER CLIP(2 ON EACH WING) I-3/4•MIN.EMBED INTO MASONRY 2 PER ANGLE ..00 ciQ HI 1 to 0 a- • 7 NUN, to cc,03 Cn Z ' P 0 ' .2 d liolm-...IA., ..•.1.:. .:-1' "...... 11. ,,. >,5 • . . . 2 .11101ftg. ak_.00.111_....0011Wii A---2 -.00.110•111101.1-!!! -.110101 -4•11.1 '•••••'' .." .'''''*'' ''''. ''.1:•'' - ....... I . In d 0 C5 ed A. 0. Mit-1 -tirlmillill Iltrio Z co , °w-lrollfl 1.11 —jalli 1 it il rigaummsai .,.,--mr--.41, —.T.---iiii-- .-- -- I tal tat 0 Z I I II I I ....-J Z ca ; II I I I III II 0 0 0 • --t AC L...4 I I I i 2 / 6" 1 ; I i tr 11 Ix FLOATING CLIP I 1 1 1 2 X 2 X 1/8- ...,- I I I I ALUM ANGLE ;,'""c MIN. . N 1 1 2 SY M 1 BY 1 1 t 1 2 X 2 X IX ..... I I WOOD BUCK WOOD BUCK IX FLOATING CUP I I I I ALUM ANGLE 0 CI 2r I .... , , II-, , , . I I i ....... fr., z , ..... . , 3/4" MIN. 5/TB'IC TAPCONS • ANCHORS TYPE 'D' (INTO BLOCK) EDGE DIST. 1-1/2-MIN.WOOD PENETRATION I PER AlGiLigl ANCHORS TYPE 'C' (INTO CONCRETE) . . t ANCHORs THRU TX BUCK aa Willgt, 11Wir.PirrAl.W.- ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK • C 9]tf) ';t2 ••••),4 r,4"— I -..m '... . milliglill101111111111,11i INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL 51 cg IrAliidillill . :5. 'I-0%1Ci .–,.. ..do! .il MIN. EDGE DIST. iII. .'"" -':" .!!^"•111117"".!!!"'" "1 IIII 2-3/16" CONCRETE DRIQ EZ R 3 i I, I, 11 4" HOLLOW BLO K 5/16'•TAPCONS 5%16"TAPCONS 1-3/4-LIIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY J N A .4 I Ii II 281 II It 2 X 2 X lie 4 t 2 PER CUP(1 ON EACH WING) I PER ANGLE ' 4 4. • t- ttti WOOD BUCK II II ALUM ANGLE _ U U ' - ,,, ''Z .... i I I . I 4 . . .. •.. .',.Z E i . i •1 ALL CLIPS AND ANGLES TO FIT SNUG .•' ; • . en I:: • `")'2- .. ' I ALTERNATE INTO TUBE MULLIONS. • * ' I . I' ° ^ "'1 ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. -114.1111 --r1.71141.4111 . ' ' I *-- El- '-:'; .Z•Z t.< T T. t‘t i. IlLadilliellillir...._ irdell. laill -.wile _I I . ....-., Minia . -< ANCHORS TYPE 'A' 1 I I i I, 1 Ii 11 K • k f 1 I I I I I 4.0 tat ,pt,.,0 : 2 ANCHORS INTO WOOD < i BY ,,t-..; 1: ;1 L2 X 2 X I/•-' 0 42' % :. WOOD BUCK j IX FLOATING CLIP u U ALUM ANGLE z .' ' v o o o I !I U U . ..g ,... .... R. tta 02 5/15'TAPCONS 5/15'TAPCONS cst • i 1 / 1 2 I z g g g 1 1/4" MIN. 1-1/2'him WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION .-\ i I i I EIDE DI T. 4 PER CUP(2 ON EACH WINO) 2 PER ANGLE i 1 ___L....4,j_..t V 3 2 .2 „ AL z C ' ,•Ak -milli 22 & *a -6 3 I pi 0A1111 r 111.111Pri.....101.1111W"-"11."--4111101 ....111111111111n1W111.1. 1 ANCHORS TYPE 'C' (INTO BLOCK) z, , s s ti a, • j i k- 1 -41111,,i 11 0 .• '. - --.••'., ,'•• • ., . --•_z_ ANCHORS TYPE 'F. (INTO CONCRETE) .alAtIMIMIlinn- Atiill./.11.11.r.1 .i- 1_.. 011! —. -.410110r1411.011 ; ra,,ii.....-iwii., .,–mr--,.,-7- —.”,--mr--.-tm— . 2 ANCHORS THRU 1X BUCK votatitri,,,, INTO CONCRETE OR BLOCK ,,•0‘ ix .. ........:., "Tto, 4'.- ......t..... .a.- „ ..„„.1..,.., .:,., ,n. FLOATING C L.-I 1 1 2 X 2 X 1/B•) lf 11 UP I I II ALUM ANGLE . Al WOOD BUCK 2 BY U U Yc•Am ' 1 PRODUCT REVISED ..-. 1 1 II I - - wlora Xc=>lAoTt,.•t..,.> l tH 0 • ./4,.4'... i E,t .i0.Pato 3-M3' ..” C, P2FK ,,t.`. • ',t' I ANCHORS TYPE 'B' ALTERNATE By Alif././ .:.*, , .. ,.. - f...1 , EH 4 ANCHORS INTO WOOD ANCHOR LOCATION Miami* •e Fr.•ct ..,. ...x r2 1.; -N . . -— 5/16'TAPCONS 1-3/4'MIN.EMBED INTO MASONRY MIN. EDGE DIST. MIN. EDGE DIST. 2 PER CLIP(1 ON EACH WING) 5/16•TAPCONS 2-3/ E OR 5/16'TAPCONS 5/16'TAPCONS .2-3 OR 1juBNTOsNASoNRr4"MIN. 1 ¢ OLLOW BL CK 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY O fn 4' HOLLOW BLO K 3 1/4" 1 PER ANGLE 4 PER CLIP(2 ON EACH wINC) 2 PER ANGLEto o p F ID In 0 t .� IIIJCO ti .l 1 r. I o� p 1 iii=::- _ L ' _ ! _ a 3 v �)! ".1_�))' ilii --1�—'— y I I ! Z W p k in Z=. 1 1 I I I .-J Z C Z' G I I 1 1 1 W 2 Q -� CONCRETE OR x II CONCRETE OR I .3 m 0_ o 0 CONCRETE OR CEMENT BLOCK ¢ 11 L-J (;-U .2 X 2 X 1/e' f CEMENT BLOCK 1 _2 "'� G I CV I I CEMENT BLOCK ALUM ANGLE l 3 i ALUM ANGLE j ] rj `� \ I i • FLOATING CUP C3 7 U U \ 2 7/1 6 i FLOATING CLIP LI U Cs] 2 • I 1 I MIN. i — —I \ —L-'�— ,., •v E U aE MULL 3 1/¢" k •., v • MIN. uuLL� ®z a Z - $ &i ANCHORS TYPE 'D' INTO BLOCK) • • '' r ANCHORS TYPE 'C' (INTO BLOCK) � W a ¢ �, ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'C' (INTO CONCRETE) a j o 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK F t"). c E 1"x4" & 2"x4" MULL '¢ o 1 t- -i ALTERNATE MULL • r1 x 2 ANCHOR LOCATION r✓� 6 g / MULL ��^�`1 Q e l • ! , I I lv Ir-1 . I 1 FLOATING CUP • JQ !I I `ry CONCRETE OR -+1 N• o n F da ..1� \ CEMENT BLOCK Ir-TI VI u 1__--- II II 4 _ o A~ p II II EE ::—JML�'r— I• 1111 II - W n i itl 1 • • r \- • a o 0 r • Z .5 m m GI m 34 N.EMBED W11 / • o 0 .5 l' INTO MASONRY • M S 2 L m PERm - _ CUP 2 ((JJ( • IJ .. 11 11 s (1 ON EACH WING) TAPCONSi I E E I I #12 SMS 1-3/4'MIN.EMBED INTO MASONRY I ; 2 PER ANGLE 4 PER CUP(2 ON EACH WING) _ m V a W 3 h IY ,d. S 1 II II• ,y k ba1 °Air 1 II 1I ALL CLIPS AND ANGLES TO FIT SNUG 4 :q ! �,I��.`�.,w. INTO TUBE MULLIONS. c ti O O�•� • P TAPCONS MAY BE HEX OR FLAT HEAD. .fL M �' .,ODUCT REVISED • G V:s.Q: • ` •Z at complying with Elva Florida Xy •__ _ • gi. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Building Cade sw�i` (V���_:; • I n m WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR AcaPEmlc4 No 18" S O Fo WATER-WHITE METHACRYLATE LACQUER. • G.y• I1Oo N�+� )u+A7 m % FI J7 I 5/I6'TO CONS 1-3/4'MIN. EMBED CI ❑ INTO MASONRY- 1 PER ANGLE tuic • MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR 4" HOLLOW BLOCK 3-3/4" 5/16'TAPCONS 4" HOLLOW BLO K 3-3 4' �n . G. / / 5/16'TAPCONS MIN. 1-3/4'MIN.EMBED INTO MASONRY I MIN. 1-3/4'MIN.EMBED INTO MASONRY 4 PER CLIP(2 ON EACH WINCOroe /� .,1' " - • ) 4 PER CUP(2 ON EACH WINC)\ rZI I .t —.m z • CLIP LENGTH I n u"rr j, 3 -3 o .W. b• !• MULL "L" b .. ..• . __ .�.� m p no 2 Z m q2 l 2 X 4 3.688' J `� i -+o e O :, • i "' 3�v y 2 X 6 5.688' S 1 Zw o z " t i v� a_ IN 11 X 11 Z C z 1 t N1.�12 . Vl O 1 1BY 1 mZa -3 I 2%6 MULL 5/16'TAPCONS rot + WOOD BUCK 1 .-3 F I I-3/4'MIN.EMBED INTO MASONRY \ ; 2%6 M 5/1 TAPCONS ti -3 1. 4 PER CLIP(2 ON EACH WING) 1 1 / � z ^� f9 1 1-3/4'MIN.EMBED INTO MASONRY Z z 1 3/4" 1 4 PER CUP(2 ON EACH WINO) O 3/4.. .+t. • i I MIN. U F .a g Hz. :• z 2X6 u ; •_I, - R. I 0 — CLIP LENGTH 2X6 MULL I N ¢ F 2x6 MULL ---. - _�:i7 -d W W D. M a - MULL "L" 1^: ..... n • aso \Z c 2 X 4 3.:B' G� P v a j \z � 2 X 6 5.688' I '.1- . (n z� • "' n ' 2 z E PI Q e < j • • ;_., ---- i 3-3/4" I t.' = o m o N ry n d< MIN. " .. 1 o � 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) a : W w a •4�,o INTO TUBE MULLIONS. AN • ORS TYPE 'H' (INTO CONCRETE) w000 BTOYc f" .; ftA - ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. u 0 15 4 ANCHORS THRU 1X BUCK « i E E o0 c iv ANCHORS TYPE 'H' (INTO CONCRETE) CLI•- OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED TO CONCRETE OR BLOCK C v° s ; < a4 ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR 6' MULL SHOWN 5 m " IA fu 2'x6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. u " z m 2i c" ti 1 e 3 y t x r U U O q (V . C1 G W +Y C • • u. 8-%.,,,,4,• 4. oir# ' u 10 7_M.: PRODUCT REVISED .;s - �..•. • a,complying with the Florida .*n'.. +,�'Y�f`' Building Code o•s.1 4:0).2. 1 Acceptance No 10 • '.Q Sea• . •' I Expired° Deme :FR•.GT•/ t E"p �a• I . By Lieu 0..0 .'. • a 4gaAi;'r:±.• •.•.° 1 1vli,.•' ••-Product 03 701-`g4- E-•1/ 6 0 • 1 • • MIN. EDGE DIST. 5/16'TAPCONS 2-3/16" CONCRETE OR 1_3/4'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH 4'• HOLLOW BLOCK 4 TOTAL(2 ON EACH WING) MIN. h •• MULL "L" c OT *1E 1 X 2 1.688' o F 1/111 I ',1-„, ao 0 ` .. ., • • n1 X 3 2.688' .n ao 4 z 9 .. �11�1 '�• 1 X 4 3.688' Nam o a m ory to m _I� �11�—�wyw11� 2 X 4 3.686' m 2 z ov s 0 2X6 5.688' 2 -7/16"], • z} ! c q MIN. 2.4 or 2:6 Mull 1. ALL CLIPS AND ANGLES ARE TO FIT = o z a 2 x 2 x t/4' SNUG INTO TUBE MULLIONS. 0 o 0 L _I LJ LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG W= 01 mea .:a o I INTO TUBE MULLIONS, SEE OPTIONAL .] ¢ � • ANCHOR DETAIL AT SHEET 9 OF 10. n o CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED • g'14 S.N.S.• "j 3 cm xo 2/CHANNEL TUBE MULLION V E. WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. e F F �U t." '' i MIN. EDGE DIST. ®z ? y I 2-3/16" CONCRETE OR #12 F.H.S.M.S. _��MI H. W d 4" HOLLOW BLOCK1 Uf o d E 2/SIDE W W 1/8'THICK ALUM CHANNEL a ,. _ LENGTH TO FIT SNUG a INTO MULLION � TUBE MULLION !••I t; a (: • \Z TUBES MAY BE NOTCHED I .a; O • •' :.! • M AS SHOWN TO ALLOW INSTALLATION I • j U OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY Z Z g LOCATION OF SCREWS CONNECTING �niwlllll�' A �e ¢ GE ANGLES TO TUBES WHERE ANGLES cl IiIci.�ao7� ' `z glb FR SMS I ARE NOT FIT SNUG INTO TUBE ¢ I 1 2 PER cup 9 MULLIONS. I I / ACCESS HOLE 7 1 I \ • 1-1/2.O.C.MIN• A !� OA F I 5/8„{2j �'\ 11110. ...0 N n o \•p L_ R. J -ao 5/16'TAPCONS3” m vy #14 SUS will e. , I-3/4'MIN.EMBED INTO MASONRY 4 PER ANGLE - - 3 2 PER ANGLE m M w az o S 1. a N m - Oi i -- 6-i N o �n m 11 I 4 V mmV ! •• Y E. E V 2x 2x 1/8' -" 21 o o • THIS SCREW CAN BE ALUM ANGLE INSTALLED IN EITHER I I #12 FH 545 I o 'o j j Ail L Q DIRECTION �jp 1 I 2 PER CUP 5 . ... .!•....� �������� w I 1 1'O.C.MIN. u o J m Z Z �z E E iy 0 :,1111�11■11� .. 18 u o m ti o ' 1-3/4'%2'% I/8"(FOR 2BY TUBE) ? 3/4'%2'x 1/8'FOR(18Y TUBE) ' 4 a ALUM ANGLE a.1A 1 1,4 CUT TO FIT SNUG INSIDE TUBE _ 7,`_ 11 1.11.111�11.11� t'' .. '•. :: III ANCHORS TYPE 'Ireg== METAL TO METAL CONNECTION v!N'..•. ;te I� USE CHARTS FOR ANCHOR TYPE 'I• TO VERIFY CAPACITY OF CONNECTION m�` :,1 _- ;�� qui _ r •.w fs2 PRODUCT REVISED ao-.L.S .' a 2' .v..L-cf- 3-3 4" camplyir a with the Ptarida c in V.`_;.F, I / ALL CLIPS AND ANGLES TO FIT SNUGrw. �!a'�. MIN. INTO TUBE MULLIONS. Dui/ding Code F7n. ``r•V�•'_, `" Accepto ce No 78 'L' o 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. Expiration Date r._. Te a s�A „ ;,g;�,�'' MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK By Ai .a A V. 2teE0:F�'-`• ' E-. Miami.eda Product Ca . 0 i • ANCHOR TIP, /./•-• ANCHOR 7YP _ ANCHOR TYPES • W4th(wj MULL SPIN A B C D E F �,G H I Width MULL SPAN A ....,,B C,) D E F , 0 H I Wirth(w)MULL SPAN A B C D E F G H I 17 18 125.00 12500 125.00 1 0 125.00 125.00 125.00 18 90.72 125.00'125.00 12500 125.00 723'.116 125.00 125.00 125.00 18 56.13 11227 123.07 125.00 125.00 144.27 125.00 125.00 125.00 C 24 131.65 125.00 12500 125.00 125.00 12500 125,00 125.03 125.00 24 68.04 136.08 125.00 125.00 125.00 125.00 125.00 12500 125.00 24 42.10 84.20 96.60 145.60 125.00 108.20 125.00 125.00 115.70 Ca 30 105.32 125.03 125.00 125.00 125.00 125.00 12500 125.00 12500 30 54.43 108.86 125.16 125.00 12500 13989 12500 125.00 149.59 30 33.68 6736 77.44 116.48 135.00 86.56 13024 125.00 9256 'O 36 87.77 125.00 125.00 125.00 12500 125.00 125.00 125.03 125.00 36 45.36 93.72 104.30 125.00 12500 116.58 12500 12500 124.66 36 28.07 56.13 64.53 97.07 129.00 7213 108.53 14420 77.13 ^m y V) n 42 7523 125.00 125.00 12500 125.00 12500 125.00 12500 125.00 42 38.68 77.78 8940 134.46 125.00 59.92 12100 12500 10585 42 24.08 48,11 55.31 8320_110.57 61.83 93.03 123.60 66.11 M� h .1 0 ^ I 48 383/8 65.82 131.65 12500 125.00 125.00 125.00 12500 125.00 125.00 48 74114 34.02 6E04 7872 117.66 12500 87.43 131.56 125.00 9349 48 120 2105 42.10 48.40 7280 96.75 54.10 81.40 108.15 57.85 y c 03 V Z re 64 58.51 117.02 134.53 12500 12500 125.00 12500 12500 12500 _ 54 30.24 60.48 69.53 104.58 138.99 77.72 116.94 12500 83.11 54 18.7137,4343525471565648.097236561351.42 m 2 e a i 50. 52.66 105.32 121.08 125.00 12500 125.00 12500 12500 144.72 60 2722 54.43 6256 9413 125.09 63.95 10524 139.83 7480 60 1584 33.68 38.72 58.24 77.40 4328 6512 88.52 4528 0 o e m .. 66 47.87 9574 110.07 12E00 125.00 125.00 12500 125.00 131.58 66 24.74 49.48 56.89 8557 11.272 6359 9568 127.12 6800 • 66 15.31 30.52 3520 5295 7536 3935 5920 78.65 4207 3" Z ° 72 43.88 87.77 103.90 12500 12500 12500 12500 12500 120.60 72 22.68 45.36 5215 78.44 104.24 5E29 87.70 116.53 6233 72 14.03 28.07 32.27 4853 64.50 36.07 54.27 7210 38.57 Z> • C/0 4.6 y 78 40.51 81,01 9314 140.09 12500 1511 12500 125.00 111.32 78 20.94 41.87 48.14 7240 96.22 5381 80.96 107.56 57.54 78 12.95 25.91 29.78 4480 59.54 3329 50.09 6655 35.60 0 o Z O o 18 133.06 125.00 12500 125.00 125.00 125.00 125.00 12500 12500 18 80.19 125.00 125.00 125.00 12500 12500 125.00 125.00 12500 18 51.03 10206 117.33 125.00 125.00 131.15 125.00 125.00 140.24 v7 W= ¢ c 24 99. 79 125.00 12503 125.00 12500 125.00 125.00 12500 125.00 21 63.14 12023 1389 12500 12500 125.00 125.00 125.00 12500 24 3827 76.55 88.00 132.36 125.00 98.36 148.00 125.00 105.18 00 a ) rn o 30 79.83 125.00 125.00 125.00 125.00 125.00 12500 12500 125.00 30 48.11 9823 110.63 12500 125.00 12366 125.00 125.00 13223 30 30.62 61.24 70.40 105.89 140.73 78.69 116.40 125.00 84.15 aL 36 66.53 133.06 125.00 12500 12500 125.00 125.03 12500 125.00 36 40.10 80.19 9219 138.67 12500 10305 12500 12500 11519 36 25.52 51.03 58.67 88.24 117.27 65.58 98.67 131.09 70.12 Z x �j 42 57.02 114.05 131.12 12500 125.00 14E56 12500 12500 12500 42 34.37 68.73 79.02 11885 12500 8833 13290 125.00 94.45 42 21.87 43.74 509 7564 100.52 56.21 84.57 11236 60.10 W 0 3 48 50518 49.90 99.79 114.73 12500 125.00 12824 12500 12500 137.13 48 84 30.07 60.14 63.14 104.00 133.21 7729 116.29 12500 8264 48 132 19.14 38.27 44.00 6918 87.95 4918 74.00 9832 5259 0 MI Ca 1 IX 64 44.35 88.70 101.98 12500 12500 11199 12500 12500 121.89 54 26.73 53.46 61.46 9244 122.08 68.70 10337 137.33 7346 54 17.01 34.02 63.11 5893 78.18 43.72 6578 87.30 46.75 Q F 60 39.92 7983 91.78 138.05 125.00 10259 125.00 125.00 109.70 60 24.06 48.11 55.31 8320 110.57 61.83 9303 123.60 66.11 60 15.31 30.62 3520 5295 70.36 63.35 5920 7865 4207 Ft E 66 369 7258 83.44 125.50 125.00 9326 140.33 125.00 99.73 66 21.87 43.74 50.29 7564 100.52 5621 84.57 11236 60.10 • 66 13.92 27.83 32.00 48.13 9397 35.77 53.82 71.50 38.25 z V d 72 3326 66.53 76.48 115.04 125.00 8549 128.63 12500 91.42 .72 20.05 40.10 4810 .69.33 9214 51.52 77.52 103.00 55.10 72 12.76 2552 29.33 44.12 58.64 3279 4933 65.55 35.06 �..I Q Z P 78 30.71 61.41 70.60 10819 141.13 78.92 118.74 125.00 84.39 78 • 18.51 37.01 4255 64.00 85.05 47.56 71.56 95.08 50.86 78 11.78 23.55 27.08 40.73 54.13 3027 45.54 60.50 3236 ® m ! V 18 118.18 125.00 125.00 125.00 125.05,125.00 125.00 125.00 12500 18 70.17 140.33 125.00 125.00 12500 12500.12500 125.00 12500 18 46.78 93.53 107.56 125.00 125.00 120.22 12500 12500 128.56 k - 24 88.63 125.00 125.00 125.00 12500 175.00 12500 125.00 12500 24 52.63 105.25 121.00 125.00 125.00 13525 12500 125.00 144.63 24 35.08 70.17 80.67 121.3,3 125.00 9517 13567 125.00 9642 in C d G 30 70.91 141.81 125.00 125.00 125.00 12500 125.00 12500 125.03 30 42.10 84.20 9880 14560 12500 108.20 12500 125.00 115.70 30 28.07 56.13 64.53'97.07 129.00 7213 108.53 144.20 77.13 W C 2 36 59.09 118.18 135.86 12E00 12500 125.00 125.00 12500 12500 36 35.08 70.17 80.67 121.33 125.00 90.17 13567 125.00 96.42 36 23.00 48.78 53.78 80.89 107.50 60.11 90.44 120.17 8428 wC a 42 50.65 101.29 176.45 125.00 125.00 13017 12500 125.00 139.19 42 3107 60.14 69.14 104.00 138.21 77.29 116.29 12500 8264 42 20.05 40.10 46.10 69.33 9214 51.52 77.52 103.00 55.10 W 6. 07 F - 48 57 44.32 8863 101.89 12500 125.00 11389 12500 12503 121.79 48 96 26.31 52.63 6050 91.00 12094 67.63 101.75 13519 7231 48 144 17.54 35.08 40.33 60.67 8063 45.08 67.83 9113 4821 H Q y 64 39.39 78.78 90.57 136.23.125.00 101.24 12500 125.00 108.28 64 23.39 48.78 53.78 80.89 107.50 60.11 90.44 120.17 64.28 64 15.59 31.19 35.85 5393 71.67 40.07 6030 8011 4285 � (n a 0. , 2 §§3 60 35.45 70.91 81.52 17261 125.00 91.12 13709 125.00 97.43 60 21.05 42.10 48.40 7280 96.75 54.10 81.40 10815 57.85 60 14.03 28.07 32.27 48.53 64.50 3807 5427 7210 38.57 ..6/ 2 a. y 1• 66 3222.33 44.12 5864 3279 49.33 65.55 3506 A 3 64.46 74.11 111.46 148.13 8283 124.63 125.00 88.57 66 19.14 3827 44.00 66.18 87.95 49.18 74.00 9632 5259 66 12.78 25.52 U 72 2.54 5909 87,93 10218 135.79 7593 11425 125.00 81.19 72 17.54 35.08 40.33 60.67 80.63 4508 67.83 90.13 4821 72 11.63 23.39 26.89 40.44 5175 30.06 45.22 60.08 3214 Z 4 78 27.27 54.54 6270 94.32 125.34 70.09 105.46 140.11 74.95 78 16.19. 32.38 37.23 '56.00- 74.42 41.62 6262 8319 44.50 78 10.79 21.69 24.82 37.33 49.82 27.74 41.74 55.48 29.67 I.. 1 18 106.92 125.00 125.03 12400 12500 125.00 125.00 12500 12500 .18 62.37 124.74 143.41 125.00 12500 125.00 125.00 125.03 12500 18 44.91 89.81 103.25 125.00 125.00 115,41 173.65 12500 123.41 k 24 80.19 125.00 125.00 125.00 125.00 12500 125.00 125.00 12500 24 46.78 93.56 107.56 125.00 12500 12722 125.00 125.00 128.56 • 24 33.68 67.38. 77.44 116.48 125.00 8856 13524 125.00 9256 64.15 12 50 125.00 125.00 12400 12500 125.00 30 37.42 74.84 88.04 12942 12500 9618 144.71 12500 10284 30 26.94 53.89 61.95 9318 123.84 69.25 104.19 13843 7405 N N 67 C 9 ` •36) 53.48 170692 12292 125.00 12500137.40 2500 125.00 146.92 36 31.19 62.37 71.70 107.85 14333 00.15 120.59-12500 8570 36 2245 44.91 51,63 77.65 103.20 57.71 6683 115.30 61.71 i , 42 45.00 -31116-1051 12500 125.00 11.7 12500 125.00 12593 42 26.73 53.46 61.48 9244 17286 68.70 10337 137.33 7346 42 19.25 38.49 44.25 66.56 8848 4946 74.42 98.88 5263F. l4. o _ 5.R 63 40.10 '� m 99 138.67 12500 10305 12500 12500 110.19 48 108 ..23.39 46.78 5378 80.89 107.50 60.11 90.44 120.17 64.28 48 150 16.81 33.68 38.72 58.24 77.40 43.28 6512 9152 4628 m '" - a azo� 64 / 35. 71.2E 81.95 12326 12500071.6E-)137.82 12500 9795 _ 64 20.79 41.58 47.80 71.90 95.56 53.43 80.40 106.81 57.14 64 14.97 29.94 34.42 51.77 6860 3847 5788 7891 41.14 d « o o A <,..4...,/4 '�' 32.08 04.15 id 5_110.93 147.43 82.44 124.04 12500 86.15 60 18.71 37.42 4302 64.71 66.00 48.09 72.38 96.13 51.42 60 13.47 2694 30.98 46.59 61.92 34.62 5210 6322 37.02 f. o m t 66 2.16 58.32 67.05 100.85 134.03 74.94 11276 14982 80.14 66 17.01 34.02 39.11 58.83 7818 4372 6578 87.39 46.75 68 1225 24.49 28.16 4236 5629 31.48 47.36 6292 3366 v m om u o 72 26.73 5348 61.46 9244 12286 68.70 103.37 137.33 73.46 72 15.59 31.19 35.95 5393 71.67 40.07 60.30 80.11 4285 72 1123 2245 25.81 38.83 51.60 28.85 43.41 57.68 30.85 3. LL - 1 o o 78 24.67 49.35 5673 8533 113.41 63.41 95.41 12577 67.81 78 14.39 28.79 33.09 49.78 6615 38.99 55.66 73.95 39.56 78 10.36 2.73 23.83 35.84 47.63 2663 40.07 5324 2848 a v° i a o i' c � c m u m ANCHOR/CLIP ANCHOR/CLIP 0 e o o = 2 HORIZONTAL MULLION �z E E J S ANCHOR CLIP NOTES: x(' c u° o F3 r ' GLAZING 8< m ti a 4..i j 8 VERTICAL o PRODUCT 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER T5 B S MULUON 1-- 1'• TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 8 1ttuurrup aRcoucT PR Quer F.,a 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE �,`�� ••*..fl��N'` 0682)00 GIAZINO 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN rv. O PRODUCT PRODUCT THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. Np O~ ••u.�?. C Ce ¢ 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER - O'2�'C3 N Co;..1.4.,' CHOR/CU' > ANCHOR/CLIP r•• LOCATIONS AT HEAD, SILL OR JAMB ENDS. ��,�, in M%Q� 1'•, w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT REVISED 1,4!;t:19.. z"'" �:z_ as complying with the Florida o usrj�1 z �'0` �- Building Code _ x o5.}� I Wi W2 HORIZONTAL MULLION Awe/420.14o 8-• 4.03 fow''✓'7i'�-�9':,, I SPAN Emy9radou Dae�.,�i K•0223 a 14;' 1 •'tilt<$ I • TYPICAL MULLION CLIP ARRANGEMENTS fty Vim«--'_�� � Miax'DadePadua '� . - . Florida Building Code Online 2 .- 8 11 - 13 Page 1 of 2 kvq— .% 11 iit BusgteSsAiliro ess 11 410-41 tpvil BCIS Home Log In I User Registration Hot Topics , Submit Surcharge Stats&Facts Publications FBC Staff BCIS Slte Map ( Links I Search Florida '�,t, � )Product Approval ,USER:Public User Product Approval Menu>product or Application Search>Application List>Application Detail q FL# FL1617 -R2 Application Type Revision Code Version 2017 Application Status Approved Comments RECEIVED Archived D SEP 2 4-:2010 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 Permitting Department (352)368-6922 Ext 245 St.Lucie County kpine@cws.cct Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 ,pp (352)368-6922 Ext 291 jlathrop@cws.cc iLL Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity ty Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE g Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReport812C.ndf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Oy... 1/3/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 ummary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required. FL16177 R2 AE EvalReport812C.pdf Safety glazing required on outer lite above 30 ft.in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. Contact Us::2601 Blair Stone Road.Tallahassee FL 37399 phone:650-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-7013 State of Florida ::Privacy Statement::Accessibility Statement::)tefund Statement Under Florida law,email addresses are public records.If you do not want your a-mall 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 emalls 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.5.,please click hem. Product Approval Accepts: Credit Card Safe securityMETRICS' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10y... 1/3/2018 . URNERT 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 51 7/8"x 61 3/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner,P.E. 3) Test Report NCTL-210-3815-1A,-2, and-2A, by National Certified Testing Laboratories, Orlando, FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101. 1'I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. .ti%" OREW )714 14,Ec..? ..tel 2'"� f •y. •n _,, No 58201 .�r r.*: * Z% . STATE OF LUw . 7 ,j'O fi ,fi4 t��foe.`�4 Lucas A. Turner,lP.E. .0...`te��\i` too' FL PE #58201 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: /y_ __A _ni 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ! SYSTEMSIWINTYI/D/S70�RJW9fUPl/4/I)/] � '�� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) - 531/8"MAX OVFRAI I FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"0/X". 517/8"MAX.UNIT WIDTH . SINGLE HUNG 4711!16'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. A _L -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ¢ g <w O -- -- ASTM E-1300-04e01/09. Z w.Op ¢k o w / w ZOZ W-Zi- co 63' __ __ I _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED LI F W >.. 0 m' MAX _r T— IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z 22 2¢D'w a 0 OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O F-0 ci Q 2 F-cc HFa. EIGHT GE ANCHOR CALCULATIONS. 00 Z 0)I-Z Z F--0 B O I B 2613/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE a Z LL p 70 LL z OLD SS NOT REQUIRED. Ce <�O}w 0 I 0 I I w LW 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT _w (3,01->-05_M cc o p w o w 6613/3/4" I II USED AT FIXED MEETING RAIL AND JAMB.• ?-a 0 O(01- UNIT p w I--O 0.2 r.1' HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. a F a it 1)W� 1I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: u�i�ii X=OPERABLE SASH,0=FIXED SASH `‘‘0'.&oRE W 4, MAX30 1 V I 1 I 1 26 7/6' 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR +.yPyy�C E Ng fi G�Q,�'', LOCATION. SASH `, I GLASS ��f� No 58201 •�:� HEIGHT X e DLO �; 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. it +3 STATE OF :��` I I i 0 iiA�.T4 O H 103."• $ OA� 1 s - 45 1/16" - eZ- GLASS DLO 48 3/8" - 9/22/2017 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 • PH.941-380-1574 SHEET DESCRIPTION: _ GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL 2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS 3 RATING DWG IT: REV.: EXTRUSIONS&B.O.M 4 CWS-812 C ANCHOR SCHEDULE&NOTES 5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS 6 SCALE: SHEET 1:15 1 OF 6 CliegQDI11 '% WINDOW SYSTEMS L Lfld 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC • 8100 PVC SINGLE HUNG IMPACT a z ¢z� ✓ ow() COW Op Z w.0 QCE tW O Qw5>Ocm li I-WZI- 2= 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Z Z I M 4 0'w O O O OI-O,j¢=I...ce o o w F a 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED O1 Z F- 4. O z- -ZI-.7� • 7/16'AIRSPACE 7/16"AIRSPACE Q• OF W.,Z 0 W Z 5/16"LAMINATED GLASS 5/16'LAMINATED GLASS D' M Q O I-~F-Z 1/8"ANNEALED 1/8"ANNEALED W OLL ce W Cl)p W w W .090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 1- a O W FI-O a } D w w o) 1/8"ANNEALED 1/8'ANNEALED a. I D. C a d QUANEX DURASEAL �' QUANEX DURASEAL �j1�u��Ui,��� �. IG SPACER IG SPACER d` OREH+ ��� PURFECT GLAZE°H'OR SIKAFLEX 552I m PURFECT GLAZE"H"OR SIKAFLEX 552 �. y P;N•• rli�e�i ?till I ♦ Q.. ;GErJg 4? i, v. No 5901a) ma 112'GLASS BITE 1/2"GLASS BITELii ' i L 1,1' -k: * C*E. I` ��r 0% STATE OF •:t.u` ���.t`S•Z 0141...;..-1;\,.,C • �) ® hs,uNA`,``,`•• 1-.I II Z FIXED LITE SASH LITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG9: REV.: CWS-812 C "SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET 1:1 2 OF 6 again INTERIOR WINDOW SYSTEMS L Ifs 1900 SW 44TH AVE. OCALA,FLORIDA 34474 ® (Doe o m m a' tri WWW.CWS.CC ... — .A. 8100 PVC �'� � 'Z 0 it w INIraz �i�7'� � Ti0 SINGLE HUNG I ( —r.—.1.4,-,-A -,---q-III—P ) IMPACT m,........1 CD IM"-r—. -..... A Milli I 0 DiriLIIIMMI Chulk 0 ii rtii,f I z zx!a� © m e) m e ma O ' o ol-o�a=pO� • SECTION B-B °o Zcn�zZF �a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. > ¢ O w O=0 F oa }jo� W �B2WfnOWfnW W. 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Mikron Vinyl © OCALA,FLORIDA 34474 © I08 WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum � 1 8 1-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16' 0 1 5/8" r_F-------i10.43 - 1 5/8' 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum Li 1/16" 1/16" 8100 PVC O 1 1/16" CORNER WELD 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl ! �� (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl I 1:8 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,7!8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl rr-� • ¢ o uj z 1 1/2" - ffl-II O ul 0 w w 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl _ z w 0 Z ¢ Z w 111 41:. 23 H-1699 Reinforcement,SBR Keymark Alum 7/8" 13/16 I. ' W F w z Z O 3 m 24 P-2190 Balance BSI 9116^ I L Z z w ¢1 W Q O 25 P-3059 Sash Cam,PVC BSI Plastic 1 O O 1-O ¢ 26 P3046 Take Out ClipBSI SS } 1 5/8" 2 1/8" 1/16" RAIL0 0 co~Z n.~ a 1/16• SCREWEDnTOG TOGETHER WITH Z z Oco LD 7_�~ 27 P-3783 Lock,Impact,PVC Interlock q II 1/16" OUTERFRAME < O z O z O u0 O 28 P-4069 Keeper,Impact,PVC Interlock Zamac I 1 1:8 > ¢ u w O=0? 30 P-3215 Weep Corer w/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 D M g 0 I-U~Zvi 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W OO O >-0 W O W 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel tr z nw. 0-r 0)I- cDco 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16" 9/16" O D- WI0 0.1 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2" t I 1 1/81 11/81 a F a W wa W 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel ( I: 5116' 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" 1 ( --� a) 1 5/16" �� 0 soso�v poi, 45 P-3752 Cap Plug,1/2"Hole M&M Nylon L ` I 045" r 1/18• �.`y P• ••TG L 47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1/16' 1/16" 1 �GP.•��G ENSF.•V... 48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 No 56201 ••L�i0 S 51 P-3881 Temporary Lbl.(NFRC/DP) =*! lirSir 52 P3613 CWS Lbl.(logo) Pro Label III 518" t!a' h T."332% STATE OF •ill 53 Sash SEE SHEET2 GLASS • �4 I I 3/4" I 54 Fixed SEE SHEET2 GLASS 3/16•Z I 1-- , 6 t �FO " ''�'•06',9 �S IORtOPO\24 56 P3281 Spacer Duraseal �� I 15/16" I�I.f1/16" 1" +-1/16" 7/8" r z�iti,./ONA''�'..`` 62 P3218 Screen Frame,Horiz. Allmetal Alum T 1/16" L__/-1II } j_ 63 P3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P3321 Screen Frame Corner Key Allmetal Plastic 65 P3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass 66 P3228 Screen Spline,.155 Dia.,Elk. Dapa Vinyl .r� 67 P3029 Screen Pull Tab Summit Alum 68 P3033 Screen Spring,SS Fl.Screen SS 9/22/2017 70 P3113 Screw Support for PVC T.Plastics Nylon , LUCAS A.TURNER,P.E. 71 141836 Alum.Fixed Rail Keymark Alum3116" FL PE#58201 72 S-6063 Corer,Fixed Rail Mikron Vinyl �I p 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P3541 #8 x 1/2",Pan Head,TEK Fastenal Steel ' PH.941-380-1574 1 5116" 1/2" SHEET DESCRIPTION: - LINE ITEMS NOT USED: 5" 3/16" 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 0 ( 3'� BOM AND EXTRUSIONS 7/8" 0 . 1/16" J T DRAWN BY: DATE: SCREW SUPPORT-3113 IMPACT HOOK BAT 06/18/12 S-1577 DWG#: REV.: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET I 1:2 40F6 scala F} WINDOW SYSTEMS k ,17A 6"MAX.(TYP.) 17"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX(TYP.) OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC / SEE NOTE 2 1012, , 8100 PVC MAX O.C. . SINGLE HUNG (TYP.) IMPACT -L- O INSTALLATION ANCHOR(TYP.) H I I- Z 3 <WO I� Mo W ZOZ KF�W o ami}o� m ---�A1TG�,L z z=''a it W o o 0 OI-0 •<ii_CC "(TYP.) I 0 Z-u3=Z�0w Z 0(.9 7U— Q 0. °2ZOOLL.Z 10 Z MAX 10.C. W 2 COO O W U)W LU W J WI- (TYP.) 0 _I-O a X 4? M ,,.11th 11111... 4"(TYP.) -- -- - -- 15'41:=:g.::: `�.y 01.91Y.W TG/ems. GP�.y�CEJSB••�P'��. 4"(TYP.) NO ANCHORS REQUIRED IN SILL t" No 58201 �•t�p ANCHORLAYOUT-(FLANGE) �•a= ;a. 'P i STATE OF ,•W� /,Q��";(O A 10 P -2 NOTES: '•1';9,43 Aii11?�`` 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 2,SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ?% 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 1 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 5: REV.: CWS-812 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:15 SHEET 5OF6 TYPICAL HEAD ANCHORAGE COMON '/ MIN.EMBEDMENT WINDOW SYSTEMS ��A MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4'MAX SHIM SEE TABLE 1 OCA1900 S FLORIDA 34474 E. UBSTRATE BY OTHERS SEE TABLE 1 f ' , WWW.CWS.CC MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT -— MIN.EDGE DIST. 8100 PVC BY INSTALLER / + l ■■ SEE TABLE 1 INSIDE AND OUT ill �rI A SINGLE HUNG I..p INSTALLATION ANCHOR I• SEALANT BEHIND ,___,,....i..111 SEE TABLE 1 .. , IMPACT FLANGE BY INSTALLER JiI -1/4"MAX.SHIM111111 , F OWO UWpO W ZQZ KZF ,�!-7 mFD PERIMETER SEALANT LL H W>Z FO 2_ BY INSTALLER Z Z=2¢5 W O O INSTALLATION ANCHOR INSIDE AND OUT 0 0 OU co OF U d 1._co a SEE TABLE 1 SEALANT BEHIND O Z C7 j—Z F-O co • FLANGE BY INSTALLER Q F Z 00 LL U IL O Z _ - CONTINUOUS DOUBLE 3/16"BEADS OF OB HORIZONTAL SECTION Q O U�"Z uj TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE H O o }O}i O �(� PERIMETER AT ALL INDICATED POINTS K Z U w U 00 J 0 H \ I BETWEEN FRAME AND BUCK BY INSTALLER. 0 2 I-d o 0 W co ���I 114'MAX SHIM D. F_ a SEALANT BEHIND _ FLANGE BY INSTALLER�"pC.13)—�ca • O`��gORE W T��.� i PERIMETER SEALANT V IN } ;�GP5•ykG EN SFG�Q2MIN.EMBEDMENT J>BY INSTALLER SEE TABLE 1 zv f No 59201 :"PrINSIDE AND OUT �,k' * *_// 49'• STATE OF .'W:SUBSTRATE BY OTHERSJ / O •<UC SEE TABLE 1 , ' i�• 1 (3P'\_.� MIN.EDGE DIST. .F"• O R qOVERTICAL SECTION SEE TABLE 1 —— ,114.JO NA'14/14.11V.%00. 6 0. TYPICAL SILL ANCHORAGE '!. 1111 pore r N I 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS . LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE IN.EMBEDMENT MIN.EDGE DIST. - FL PE#58201 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1.1/8" PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 HORIZONTAL SECTION BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"11W TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR 11W FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) • DRILLING SCREW THRU 0.125° SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6 j • • -„,,, a Florida Auildin8 Code Online 9 - lb S' - x + ',4 4! 0 ,;,7,.. ,� t d � h€ �" •,17'1,,.'"," i t rv' [ ''W � iitimo! ' i,„ ^, 4, xs.t,rk I Yo �^, , +ha A /...,u `";3 Y`"!eA�' ea..m. $ 4i' eG'3'SF ae�'v�$ i V'^Te$ BCIS Home ' Log In '( User Registration 1 Hot Topics ( Submit Surcharge ( Stats&Facts ( Publications Contact Us BCIS Site Map Links Search r d Rata M; ,ti Product Approval * ' USER:Public User RECEIVED Product Approval Menu>Application Detail SEP"'2 4''2018 F:i FL# FL13010-R6 _; Application Type Revision Permitting Department .. - ,,47 Code Version 2017 hA lzyqia r9yptY Application Status Approved .• , ' „ pproved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. § Aar s ' Comments Archived0 ''."-°"1°-'";4:%44•"`"::)'''''',77'-:;:' Y {.44 0 Product Manufacturer Custom Window Systems Inc. s" Address/Phone/Email MC 1900 SW 44th Avenue «o i Ocala, 14,21 � � (352)368-6922FL34474 Ext.245 • �I. kpine@cws.cc Y ...... v4.41„,..1,p..4*, .:...,,, ,... Authorized Signature Kevin Pine m A C kpine@cws.cc 1 , Technical Representative Jay Lath0 rop s a l , ' n Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 x ` Ext 291 ", jlathrop@cws.c(352)3686922c Quality Assurance Representative Jay Lathrop � � Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 t (352)368-6922 Ext 291 �F jlathrop@cws.cc 'g'i min. Windows ask Category * Subcategory Fixed M rti Compliance Method Certification Mark or Listing r:14 '''..i''''' p ' � 444 Certification Agency Keystone Certifications,Inc. µ` Validated By Steven M. Urich, PE EJ 4 , 0 Validation Checklist- Hardcopy Received v� 4 q V *4 Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/LS.2/A440 05 I 2005 � ? AAMA/WDMA/CSA 101/LS.2/A440 08 ' 2008 � ASTM E1886-05 2005 fir" a,x ASTM E1996-05 2005 PA TAS 201/202/203 1994 �" Equivalence of Product Standards https://floridabuilding.org/pr/pr app_dtl.aspx7panun=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbaezonS2SDienp6kee9uGfEA%3d%a3d[7/5/2018 2:47:55 PM] Florida Biuilding Code Online 4 Certified By Product Approval Method Method 1 Option A ' ° Date Submitted 05/30/2018 ad Date Validated 05/31/2018 Date Pending FBC Approval s"" Date Approved 06/10/2018 Wilt 1 4.'"...,."...*;• Summaryrof Products" FL# i° ' Model,=Number or Name '' Description- V 44)) :2,14 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window a V Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-1357.pdf �, tIt. Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1362.pdf i ';,, Impact Resistant:Yes FL13010 R6 C CAC CAR 138-562.pdf mf , Design Pressure: N/A Quality Assurance Contract Expiration Date N ; „'..,..iOther:PW-8150, 36"x 72"and 72"x 76"see installation 09/14/2019 , ,,, detail for DPs. Large Missile Impact. In HVHZ may only be used Installation Instructions up to 30ft above grade.Glass complies to ASTM E1300-04. FL13010_R6 II CWS433D.pdf ,c - Verified By: Lucas A.Turner 58201 = - Created by Independent Third Party: No ` Evaluation Reports "kit FL13010 R6 AE EvalReoort433D.pdf aa- Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window ' PW-8150 PVC FIg/Fin Fixed Window,Continuous Head&Sill. ; Limits of Use Certification Agency Certificate -r Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR138-261e2.pdf � �V,. Approved for use outside HVHZ:Yes FL]30t0 RCZC CAC CAR 138-705e2.pdf V - Impact'Resistant:Yes FL13010"R6 C CAC CAR 138-706e2.pdf � ` -' Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date - Other:Large Missile, Dp= +/-67,5,psf, Max.size 74 1/8 x 08/12/2019 , 7r�. �" 72'.,Outer lite must be safety glass above 30 ft. in HVHZ.Glass Installation'Instructions complies to ASTM E1300-04. FL13010 R6 II CWS-510C.pdf Verified By: Lucas A.Turner 58201 ,F Created by Independent Third Party: No sa Evaluation Reports "' • FL13010 R6 AE EvalReoort510C.odf " 'P Created by Independent Third Party: Yes •; 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120"x 48" Limits of Use Certification Agency Certificate V ,; Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-258e2.pdf V,. Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-481e2.pdf Impact Resistant:Yes FL13010 R6 C CAC CAR 138-482e2,pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date 4 Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2019 xr x; ,:^.-^',4, Impact.Glass complies to ASTM E1300-04. Installation Instructions - FL13010 R6 II CWS-373C.pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 �s,4 A Created by Independent Third Party: No : " Evaluation Reports FL13010 R6 AE EvalReoort373C.pdf • ; a L (—NC` Created by Independent Third Party: Yes V ' , 1 � p a 4 130,10.4" PW-8300 PVC Fixed Window " , PW-8300 PVC Fig/Fin Fixed Window, 120"x 48" .,:,..a„4"4.09f" (. Limits of Use Certification Agency Certificate " „ •_ Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-1093.odf, ', °° ; ( Approved for use outside HVHZ:Yes FLt3010 R6 C CAC CAR 138-1320.e2.odf cq Impact Resistant:Yes FL13010 R6 C CAC CAR 138-250.pdf " Design Pressure: +70/-70 - ..FL13010 R6 C CAC CAR 138-274e2.pdf 'rr'4 ;yOther: PW-8300,'120"°x 48", DP= +/-70`psf. Large Missile FL13010 R6 C CAC CAR 138-457.pdf 3Impact.Glass complies to ASTM E1300-04. FL13010 R6 C CAC CAR 138-465.pdf 4 " FL13010 R6 C CAC.CAR 138-534 pdf � = https://floridabuilding.org/pr/pr_app_dtlaspx7param=vGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGEEA%3d%3d[7/5/2018 2:47:55 PM] Florida Building Code Online --k1 ,._FL .-�-.�; 13010 R6 C CAC CAR 138 730e2.Ddf FL13010 R6 C CAC CAR 138-739e2.pdf -< Quality Assurance Contract Expiration Date o� Installation 03/16/2020 Instructions .� FL13010.R6 II CWS 159E,pdf // Verified By: Lucas A.Turner,P.E. FL PE#58201 Created.by Independent Third Party: No fiat xa4 Evaluation Reports , FL13010 R6 AE EvalReoort159E.pdf Created by Independent Third Party:Yes :Cite"�a Contact Us••2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 yy , The State of Florida is an AA/EE0 employer Coovriaht 2007-2013 State of Florida.••Privacy Statement••Accessibility Statement••Refund Statement •i<r,' ,: Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic w 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 offidal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please ,. ;mom+'s 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 dick here. eiNt, a Product Approval Accepts: I Credit Card Safe } p, secuntyMETRICS' httpsJ/floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGtEA%3d°/Od[7/5/2018 2:47:55 PM] URNERT 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159E September 7, 2017 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6th Edition(2017)Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-159E, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3954-01 and-IA, and NCTL-210-3955-01 and-1A, from National Certified Testing Laboratories, Orlando, FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159E,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use: This product: • May be used in 0 configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max. glass daylight sizes as shown in CWS-159E • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159E,with Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NOA 14-0916.11t in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA 16-1117.021 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.101 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. %1"l ti lrr)g s" �, rri ♦;4, r...RE 4. ( ,fi�i 1 0.• vv0El+lgF -✓,1. .. . VIN To ,Z% * �• 9/07/2017 ' 'al Lucas A. Turner, P.E. O STATE OF Qt. s,',►,�'�fiS j O t 1,,Pi w.•4. FL PE#58201 Docunent Title: Doc No: FRM B1-02 1-7 Structural Performance Rev No: 7 Page: 1 Of: 1 K.EYSTON ) Certification CEtxTIFtCATION9.SNC. Ji ' d Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 739.0 Issue Date: 10/28/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 Fixed with Fin or Flange 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-5/16"Ann Lami IG Max Width: 48 Max Height: 72 Referenced Standard: Product Rating: PA/TAS 201/202/203 Large Missile, DP +1-55.0, 48x72 0 Qualifying Test Information: Test Report No: NCTL-210-3672-1 &-2 Test Report Expiration: 3/16/2020 Authorized Signature: Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTO N EC E RTS.C O M GENERAL NOTES: ri,„PICTURE WINDOW - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDwIN��MS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW E. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA, FLORIDAFLORI DEFINED IN ASTM E 1996 PER THE FBC. 491/4 731/4' 2.GLAZING OPTIONS:(SEE SHEET 3) MAX OVERALLFLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC 48 CMAX UNIT WIDTH MAX UNIT WIDTH 3.NOT LIMITEDCONFIGURAT ON THOSE SHOWN ON SHEETH2 PES INCLUDE,BUT ARE PICTURE WINDOW 45 1/8" - 69 1/8" 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND _ A GLASS TABLES ASTM E-1300-04e01/09. z Q ?� 1 -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER F o w O 0 w 0 p ! 1 INFILTRATION TEST PRESSURE AND GLASS TABLES Z w_i 0 I w z0z m—l— ASTMS-1300-04e01/09, Q ¢co5- }Oc3m I Li—.-- -- --— 771/4' 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z Z 2 2 Q i-cit w 20 O MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 0 I-0,4 a= H Ir 73 1/4' , HEIGHOVET ANCHOR CALCULATIONS.DETAILS. WINDLOAD TION FACTOR Cd=1.6 WAS USED FOR WOOD z o Z co z j U MAX. a OVERALL 1-- 2 Z O IL z FLANGE B I B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT cc 2 3 o F 0 I-Z z HEIGHT I 76, REQUIRED. FQ- O Y(�O MAX w �yO J n~ 72' 0 UNIT 0 7.ALL FRAMES ARE FULLY WELDED, a z-aLOU) MAX. HEIGHT w UNIT8.SERIES/MODEL DESIGNATION PW-8300. o r~a w} HEIGHT D- 791/8• 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ' 69 118' I GLASS 0=FIXED SASH. �p���ANO�RE W, ,ice DLO D OGLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR :GPyy�'6"1/4 F Gp�� LOCATION. --/• No 50201 0 1 1 1 0I X e 1 - STATE OF ��1` A 1 ��40c�s�1 O R 1 a P<}��:� 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS 1 çdlQN `" * k" P_ I N RRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES 2 „ „ r4-' - '11Th"f Y Y Y Y Y Y I r ', X c Y GLAZING DETAILS 3 ANY 48 x 72 +/-55 PSE ADE 05/05/07 SECTION VIEWS 4 \ - - - - - - (‘ - DWG#: REV.: EXTRUSIONS&B.O.M 5 N - L - , +1-6b Pb� LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES 6-7 72”x 76" CWS-159 E HVHZ +/ INSTALLATION DETAILS 8 -67.5 PSF SCALE: SHEET 1:20 1 OF 8 adorn !i �� WINDOW SYSTEMS . --A 1900 SW 44TH AVE. OCALA1 WWw. FLORIDA 34474 I WWW.CWS.CC � ) PICTURE PVC / WINDOW 1 i 8300 FULL ELLIPSE("OVAL"1 IMPACT ---- a z ¢z o FULL CIRCLE z w.wJo awzw TOMBSTONE w z O z D'--1= LI I-Lu z ZI <a 0 0O 0 OF-OUQ<=I_iy it. eur\ 0 O O(Oo-Zi-Ucn ' >- F-gT260w0 Y 20W—MOZ • cnw OJcnF- a O wF=-o w=0U) a D- Waw 1/2 CIRCLE._... — ` % ` %%%tkO rJ•' ... N. zv. •No 58241 •:i1: OCTAGON ------- *; * * r. TRAPEZOID 9•: STATE OF .•iu 0' c •�': <1.," .1pR1©P e NOTES: y 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. .Y --• 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 I THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE. NORTH PORT,FL 34288 ili 1 6 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE ARCHITECTURAL SHAPES TRIANGLE DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: 1 CWS-159 E SCALE: SHEET 1:1 2OF8 Caag011ir WINDOW SYSTEMS [ -� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z 3 azo I- owO col+/op • • Z zOz_ 0=, 1- OW TccoI-w-'zi- 2z 2z z ZX <E:EWoo o 01-0LjQ=F.w 1"OVERALL - 1"OVERALL 0 Urn 1- D-I-0,0_ rn? 3/16'ANNEALED or TEMPERED — 3/16•HEAT STRENGTH or TEMPERED Z 00-'6.-00- •=t Z - m1/2"AIR SPACE - 3/8"AIRSPACE 24`"1-161=Z w2 O Z 5/16'LAMINATED 7/16"LAMI GLASS 1L 0O 0 } W 1:3°) y w LLCAWtn 0JOTW r, 1/8"ANNEALED 3/16'HEAT STRENGTH . .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER coi- F~d W W O a 1/8"ANNEALED f 3/16'HEAT STRENGTH _ ��,,HlluIlt I QUANEX DURASEAL 1.1 ' ,% PNOREW T i. IG SPACER PURFECT GLAZE"H" PURFECT GLAZE"H" +��p5..kpEN$'•4' v 0 SIKAFLEX 552 QUANEX DURASEAL 0 SIKAFLEX 552 :O �' ''.%4'01:. IG SPACER t v t• No 58201 "i� �. r. T❑ IT0 mak: * :*= m 1/2'GLASS BITE 10 1/2"GLASS BITE • •0 Ilk -__; r. %Ir. STATE OF u (.1. 111. rh 0 c icliNlir -L___A t„......,.• .....„..,.... PIM I=1 = ,z5_ GLASSTYPE A ., GLASS TYPE B 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAX SIZE DRAWN BY: DATE: I'SETTING BLOCKS PER FBC 2411.3.3.11 TYPE _�/X H ADE 05/05/07 , DP+/-55 A 48 X75159 E DP +/-67.5 B 72 X 76 SCALE: SHEET 1:1 3OF8 • agaPYra 0 0 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 00 8300 PVC If II0 PICTURE WINDOW NMI= f.. 0 0 111( 3 IMPACT �� 0 0 Git r"11 O—ft ��'r- �A a 3 azcau,o • W ZJOZ CC--I- '■ '2` 111 ��! a I-W-z1-2i ��7/ Z Z= QccWUp O OF-OLja=I_o Elio QUO Q�ZUzyUFcDZZ oFF- .�U �D- 0 0 SECTION VIEW B-B m. m m m >- -owoFO z g zW wO o o CC cow LLO v CW 0-Imr a O W F o W O w} a I- Cl- Cha INTERIOR `,��O.PNOI , i,�� `•�Qy.Y�ceNSeG.Q2., v: No 58201 -*: * •.*a G9r. Q STATE OF •to m • t ra `f ° �L ° 9/22/2017 A.TURNE ll ill �J \ul I LUCAS A.TURNER,P.E. ow M -_-cam--O FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 0 0 ..3 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: ADE 05/05/07 DWG B: REV.: i CWS-159 E SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION gJ�(� ITEM PART# DESCRIPTION VENDOR MATERIAL • WOO"""S •,/WINDOW SYSTEMS � I'I�1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1111 ` 1900SW44THAVE. OCALA2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC • www. ws.ccFLORIDA34474 www.cws.cc 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC .N,„ 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALEI:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE a z a z o 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w o o Q k❑w W zpz D: zi 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC • ❑ a co3>o c m 11 GLASS SEE SHEET 3 Z 1--.Lu <D o o Opv 1-�?4mt -u~ima 3 1/8" 3 1/8' Q r�a�zppLLp }� �QpFFHpZ ❑ _ O Li H}7wpL W o❑�O)❑WCOW az= O1a Oo�I 000 0 w = ow= crc -r11----- _, 0. ~ co ./moi� 1/16"21/16" cuir-i 1/16" ••‘%1:614W/ii i /=Q AqCEN:03,� 2 718^ v: No 58201 :11: 'lr; * :•*� 11/2" �0� STATE OF •:�� PVC FRAME FLANGE-H-60068 1'~ �Fssl o R 1� 0`?.` PVC FRAME FIN-H-6006A � r_1/4" 9/22/2017 LUCAS A.TURNER,P.E. 1/16" r1/2,13" FL PE#58201 7I" ( OD 1_ 1 1239 JABARA AVE. 3/16" 1___________i'' © NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG 8: REV.: CWS-159 E SCALE: SHEET 1:1 50F8 aIJ UV•; , 14"MAX.O.C.(TYP.) MAX.(TYP.) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS 6'MAX.(TYP.) SEE NOTE 2 4, (TYP.) SEE SEE NOTE 2 1900 SW 44TH AVE. 6,MAX(TYP.) OCALA,FLORIDA 34474 --- — --- - -- r -I WWW.CWS.CC I 8300 PVC 6naAxo.c. I PICTURE WINDOW INSTALLATION (NP•) INSTALLATION IMPACT 14" ANCHOR(TYP.) ANCHOR(TYP.) MAX O.C. (TYP.) Q gOpO0 WZF3m_w0F ZQl)6ZUZODC°C% Q ZUmj . WZOu.0 � O=O>_ Q• aOOnWWWzwDW E NaO—imF— Ico I • WI-0 OW>0 = aL .� DF- r NM 00 ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) % P•k10REly;'k� DP+1-55 PSF DP+/-55 PSF N 5 G �' „GQ -4\CENsfi•.P4 e i No 58201 G1. 9Q STATE OF :iv. NOTES: --..A,-..;1' SONAra re ,.C1,`,, 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4", USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE �Z CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 8. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES II 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG 6: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 agell8 WINDOW SYSTEMS L �� __ 4"MAX(TYP.) 8'MAX.O.C.(TYP.) AX MP.) 7 5/8"MAX O.C.(TYR) 1900 SW 44TH AVE. SEE NOTE 2 q^MAX.(TYP.)- SEE NOTE 2 OCALA,FLORIDA 34474 6'MAX • WWW.CWS.CC - - 8300 PVC _ _ 8" PICTURE WINDOW 75/8• MAX O.C. IMPACT - 1141411 : MAX O.C. _ (TYP.) i (TYP.) _ _ — Q 3 QZ� F ow0 mwEd z wwo Qr OW w zoz w=—I- • TALLAT. . • INSTALLATION ZLL ZH-Q=w QFO Sw020 AN 'e.-. P.) O ANCHOR(TYP.) - - . -� O z -Zi-Du) z 0OU�j 70- ' ' } Q-Ow-Ipz ' ' w• OOcNOWmW E -0. efo m D _ ----1`•----_-__ - _ —_ _____ k 4. - ,p0%iiuII"p, - - - - - �\ ssp5 PNceiiS•TG•p, ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) :J�: •''c,'G DP 65 PSF IIs• No 58201 t''1i , DP+/-65 PSF L'x: * :*= T.�Q' STATE OF Cr It ',pct`'.1 0 p 10 P"�_.' NOTES: ,,`'SS1ONA-S.,0• 0 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE ` ,- CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E ' 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMAJAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 7 OF 8 MIN.EMBEDMENT (/ p7J(�4 g ,}r SEE TABLE 1 SUBSTRATE V- U'(jA)1CKIU TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS � ,-A 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 BY OTHERS --I MIN.EDGE DIST. / SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLET ' 1/4"MAX.SHIM WWW.CWS.CC ' MIN.EDGE DIST. SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 J • MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR , �� BY INSTALLER r /i SEE TABLE 1 g ' ' PICTURE WINDOW INSIDE AND OUT //.... iOUT // SEE TABLEDMENTIMPACT SEALANT BEHIND I �FLANGE BY INSTALLER •—1/4"MAX SHIM U Q Z Q Z J 1 �! PERIMETER SEALANTZWUiO ¢I W-❑WPERIMETER SEALANTT',' BY AND LL OUT ❑ ZOZ ~Z~BY INSTALLER 6:0L F w 3 Z O m INSIDE AND OUT INSTALLATION ANCHOR Z Z I Q 0C w p 0 41 SEALANT BEHIND SEE TABLE 1 0 O 1-O 6 Q=F.x 0FLANGE BY INSTALLER SEALANT BEHIND Z- Z Z ?d FIN BY INSTALLER Z O C0 I INSTALLATION ANCHOR B HORIZONTAL SECTION C HORIZONTAL SECTION Q 1-Z U- p O IL z I SEE TABLE 1 O8 TYPICAL JAMB ANCHORAGE O TYPICAL FIN ANCHORAGE X 4 g O W F-H O- HEAD AND SILL SIMILAR FOR FIN INSTALLATION F 0 }O ZO 2 W LLg2w�Ow,01- a X = W UJ 0LIJW D SEALANT BEHIND ��- F1/4"MAX.SHIM ,��S�P$OREW�7�e�' FLANGE BY INSTALLER h O q c,."y\G E'y S6c'•;PZG 1.--../-V No 58201 PERIMETER SEALANT MIN.EMBEDMENT * •"*' BY INSTALLER SEE TABLE 1 43 STATE OF •OJ: INSIDE AND OUT SUBSTRATE BY OTHERS tee, •"j O H ..P•-•�_`. SEE TABLE 1 -I MIN.EDGE DIST. J/ ',,,'SS+Ory1A11+s+```Q`` SEE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION i HEAD BY INSTALLER OB TYPICAL SILL ANCHORAGE ' -I . y / i 9/22/2017` TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MI MBEDMMIN.EDGE DIST. 1 FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON / 1-1/ ' 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"MN TAPCON " 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 p HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" a BOX FRAME INSTALLATION 3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: - -fi " FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR W FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 80F8 Florida BiJilding Code Online 1 . 0 .0 ,4••77 .9 Y !' q,,, t .a'...::,--1- 'e«' tib y ',',.W., ° ',.'""1.°V°'fka�, - ,' •��' "BttsitR. s' & r fe ibn r : eg a OM1' M '' -A � • t f', "z 41 '''*s 11 ".,. >.;AS 1;°,1.1,0z..-dk..A,',.a .. r#.�,..°: � " , . .. a r° fs_ :4 u " o''*" :; ' .,-. ".' ,";12. D '., ` W r^' k , ... D BCIS Home I Log In l User Registration I Hot Topics�I Submit Surcharge I Stats&Facts I Publications I FBC Staff BCIS Site Map I Links I Search I biciar) +_'": `Product Approval USER:Public User F.cdr tii1't4ig, Product Approval Menu>Application Detail FL# FL15210-R6 L --t, opy $,V,..-191Y�+ y Application Type Revision r. ` ,„ , ,. Code Version 2017 e Application Status Approved Comments ,,p--,,,,,,,,,,,,:t.,„b, Archived '' ' Product Manufacturer Plastpro Inc./Nanya Plastics Corp. -":` Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 : (440)969-9773 Ext 16 :,.V rickw@rwbidgconsultants.com ` g 9 5 r :a r,a Authorized Signature Vivian Wright rickw@rwbldgconsultants.com ',1`„?. ,' * r • ' `� Technical Representative Scott Johnson �: Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 P scottjohnson@plastproinc.com • tsr .';'9,, Quality Assurance Representative Ron O'Connell 4 Address/Phone/Email 5200 W Century Blvd. r n' :.'v.„ - . , Los Angeles,CA 90045 .:r (440)969-9773 Ext 16 -' ' ronoconnell@plastpro.com i-'', Category Exterior Doors .;. :x .. Subcategory Swinging Exterior Door Assemblies ..CYe. - " ., Compliance Method Evaluation 'e.. .m a Florida Registered Architect or a Licensed Florida g p. �': Professional Engineer 3n .. 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. " ' Evaluation Report J� ',..',14,1 r Florida License PE-43409 (', Quality Assurance Entity National Accreditation and Management Institute fi • rS' e.a Quality Assurance Contract Expiration Date 12/31/2018 ;. Validated By Ryan J. King, P.E. ;tSml a CI Validation Checklist-Hardcopy Received Certificate of Independence FL15210 R6 COI (a)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 .. ' ~max s, ASTM D2843 1999 • :,3,4� https://floridabuilding.org/pr/pr_app_dtl.aspx?param wGEVXQwtDgv3yVVKJZ1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpolBdA%3d%3d[1/4/2018 11:40:49 AM] ' Florida Bdilding Code Online ASTM D635 1998 . ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 -'4, 0y. G 155 2005 - TAS 201, 202, 203 1994 . � fit. 4ii • Equivalence of Product Standards a #, 1. Certified By Florida Licensed Professional Engineer or Architect sx,A...-41,4 � . FL15210 R6 Eouiv (a) Eauivalencv of Standards.odf � • 4 ,,.4 )4 q;_, Sections from the Code —vaz4:"..-414,:lii' Product Approval Method Method 1 Option D ▪ .. �• i Date Submitted 08/13/2017 . � �. Date Validated 09/18/2017 ,* Date Pending FBC Approval 09/20/2017 '„ ,,,,,,,,,-4-4,� � �' -; Date Approved 12/12/2017 • ` ^� Summar of Products _ - 1, .• q'- s FL# Model,Number,or Name Description , 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact”Opaque Fiberglass Single Door- & 4 Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) ' s. . Fiberglass Door - s • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL152t0 R6 II (b)Inst 15210.1.pdf - Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 4�, ..,,,,,,,,,,,,„4,<, r a Impact Resistant:Yes Created by Independent Third Party: Yes -',..,-.1,--i r ;` i.'Design Pressure: N/A Evaluation Reports ,/,,, F' Other:See INST 15210.1 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.1.pdf 44"0V p � ? additional use limitations, installation instructions and product Created by Independent Third Party: Yes `� - particulars. % .• " 15210.2 b. Smooth/Wood Grain/White Wood 6'8'Impact"Opaque Fiberglass Single Door with Sidelite or 4 Grain/Rustic/Mahogany Series 0 Sidelites Inswing/Outswing (OX or XO; OXO Configurations) a Fiberglass Door Limits of Use Installation Instructions Ams a r" ; ▪k Approved for use in HVHZ:Yes FL15210 R6 II (b)dnst 15210.2.pdf _ -r,71, Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 m, Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure: N/A Evaluation Reports "" Other:See INST 15210.2 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes .,k particulars. . 44.: 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without : a Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) �{s Fiberglass Door 7 ' Limits of Use Installation Instructions ,' f` ,4� Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.3.pdf ; 4 _ Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes t Design Pressure: N/A Evaluation Reports e t Other: See INST 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.3.odf "i...''''''''''''.&',14,_ t,_ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ; , 15210 .4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing ' ' - Grain/Rustic/Mahogany-Series0 (X'-Configuration) i" Fiberglass Door haps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3y V VKJZ IQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%"3d%3d[1/4/2018 11:40:49 AM] ' Florida Bdilding Code Online Limits of Use Installation Instructions ^' I Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210,4.odf • e; r .a` ; Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 ,, 't Impact Resistant:Yes Created by Independent Third Party: Yes 3 Design Pressure: N/A Evaluation Reports ,�, ° 0 „ Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R6I AE (b) E�taI 15210.4.pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) Fiberglass Door I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/AEvaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.5.pdf ml„ , "= additional use limitations, installation instructions and product Created by Independent Third Party: Yes -::5'.','," ,' particulars. -' ' x‘ , :f° . 15210.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact"Glazed Fiberglass Double Door with or without ` ' Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) .`▪ 1'2.;'...11.Z,,',?:"."';„.-,,, ' Fiberglass Door ti, b " s . Limits of Use Installation Instructions ,;:,,,'.:2/1,'„:;',`;',,1",i.,,:', Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes ` Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.6,odf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing (X-17`YX.' Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door 1_i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.7.pdf 4.,. Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 44 ,°, '' " Impact Resistant:Yes Created by Independent Third Party:Yes "' Design Pressure: N/A Evaluation Reports ": Other: See INST 15210.7 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or XO; OXO-Configurations) �,i' °` Fiberglass Door Limits of Use Installation Instructions ; Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.10.pdf xa Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party:Yes • Design Pressure: N/A Evaluation Reports Other:See INST 15210.10 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.10.pdf R additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions �ixs 1 Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.11.pdf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (XX; OXXO-Configurations) x Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (bb Inst 15210.12.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 • Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210,12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series 0 -Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports 1yr Other: See INST 15210.13 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series 0 on Active Door panel -Outswing (XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.14.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERTr"an operational window insert-Outswing (X- Fiberglass Door Configuration) r.,. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210,15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ittg https://loridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d[1/4/2018 11:40:49 AM] Florida Building Code Online VA A.orroceeser• Contact Us:•2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,Coovriaht 2007-2013 State of Florida.••Privacy Statement•:Accessibility Statement:•Refund Statement s s 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 r•; 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 offidal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal uaddress,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., $Ir please click here. --. Product Approval Accepts: ° '. [ "'"1 « J 4 eCl`recF. Credit Card k Safe r securityMETRics• https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoFBdA%3d%3d[1/4/2018 11:40:49 AM] . , R Tu. R W Building ConsultantsInc. yv B. , .Consultieg.and Engineering.Services for the Building Industry C P.O.Box 230 Vali-W(4 FL 33595 Phano813.6599197 Florida Board ofProfessional Engineers Certificate:of Authorization NO:9813' . . ._. AhlikilibillatilaW— . Product Evaluation Report Report No.: FL-152103 , . . • ,, ,...,. . . Date: August 10,2017 vireeminrerenrarimmo“ Product . Sub.Category - Manufacturer -roduct erne Category - - : . • . Plastpro,Inc,. Smooth.!Wood Grain!White Wood,grain, inging : Exterior Eict5200W.Century Blvd: Ruatic[NiatiOgany: ' " • eSwriOr Door ' • Doors .... .. .. ._ . . Assemblies Los Angeles,PA 90,045 Series 0 FiberglassDoor ,Phone 409699773 Insvving/Outswing-"impact" Scope : Product Evaluation report issued by RW Building Consultants Inc.&Lyndon F.SChntidt,RE,tSystefil ID#10*for . Plaalp,rolge„based on Rule Chapter No.61 G20-31.Method 1D of:the State of Florida Product Approval,Department Of Business-.&:Professional Regulation. "RW Building,Oprispitant%end,Lyndon F.,Schriiidt P..E,do-not have nor willacquire financial.interestin the company manufacturing'or distributing the product or in any tither entity involved iri the aPpreValprOceSS Of theprodtict named erein. Limitations: 1. This product has been evaluated and is in compliance with the 6th,Edition(2017)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone", 2. Product anchors shall betas listedand spaced as shown on details.Anchor-embedment to baseirnaterlaishell be,beye,nd wail'dressing. or stucce. 3. When used in the"1-.1V1-121(this product complies with Section 1626 of theflorida Building Codeand does not regLiire animpact resistant covering. 4. When used in areas outside of the'!,HVii,t'''requiring wind borne:debria protection,this product.complies with FBC.Sections 1600:1.1& R301.2:11 and does not require an impact resistant covering This product meets missile level'V'',and includes Wind Zone 4 as defined in ASTM S-1093.and FBC Sections1600.1.2.2&R301 2.1.221. 51,for2x stud framing construction,anchoring of these units.shall be.the sameaSthatsnown for2x 0461(tha.sonty,SpnaKichotv, 6,Site:conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis iiya licensed engineer or registered architect. 7-,Outswing Configurations,Meet water infiltration requirements for"RVI-Jr. Air other do not meet the water infiltratiOrk ;reqUiremerits for the'!Rvf-rzh and must be installed only in non habitable areas or at habitable locations protected by an overhang or canopysuch that the angle between the edge ofdanopror overhang to sill is less'than 45 degrees, 8. See draWin i FL-15210.1 for sie and design pressure limitations. Swaging #acamen 4: 1. Test Report No. 'TestStandard Testing Laboratory Stoned by, TEL 01390365 TAS 20194,202-94,&TAS 203-94 Testing Evaluationtab.,Inc. LyndonT,SCilinid,t,P.E. TEL 01391846 TAS 201.94,202,94.8',TAS 203,94 Testing Evaluation Lab.,Inc. William Shelion,,P.E. . . ETC-05-255-16776.0 .ASTM'D 635-98i-638-03,1929-95-4 2843-99. ETC Laboratories Joseph ...Doldan,P.t, ASTM q26:-95' . . gTe-41.6,M717412.0 .ASTM.E 84-05 ETC LatioraterieS Joseph L.Doldan,P.E -1-p97-2o9',.19303.p, ASTM.D 535-98,1 1 -538703 1929-86&2843-99 . . . . . ETCLabctatbries , Ben Metinier. 2..braWing NO. prepared tiV.- Signed leStaled-by No.FL-152i 0.1. ,RW Building Consultants,Inc.(CA496.13) Lyndon F.Bohnildt,P.E.. S. Calculations 'Prepared by' _Vaned-&Sealecr by . Anchoring .RW Building donsuli.Urit8,Inc.(CA#981 Lyndon F:Schmidt,-P. 4. Quality Assurance too 011859.ffes, ' Certificate of Participation issued by National,Accreciitaticin and Management i.4` '617114/e1it i Institute;certifying thet,Plettprar MS:is manufacturing products within a quality' 4ta. . ,•....a..,.. 4.4. GENs assurance program that complies With ISO/IEC 17020 00 Guide : 53. (;1,- - t - ... -4- 44. ,,, .- - • ' • .CO 13/4 a' Alio 43409 1;,--, .::*I `. ..- , ir ,?—dt,..,---j ... 0 ii'.°76' E bE '14 ,$TAT... , • :to , -40.;--,-;•-.- c.n vi.t i(a&L-.N.--'1‘ai;" lirdonf.Schmidt,P.E. :‘... .,i'' ' :FLPE No:4349 '8/31/2017 sheet i br i ' 'ispopolui%** s, Q1", `O`,����`S11*'.+71 raplastpro �:. g 5200 W. CENTURY BLVD. Crn3 * a Z W i;:yo,• o�, LOS ANGELES, CA 90045 ,=,,,,,'' •• `o o` ; m 7.50''MAX.OVERALL I"*r `�s o d m i to Smooth / Wood Grain / White Wood Grain FRAME WIDTH - ° Rustic /Mahogany 1 o ED, _o o \ to 9 CW Series 0 Fiberglass Door cr: Na m n a INSWING/OUTSWING E 0- V., 'IMPACT" / \ / \ o i^ • GENERAL NOTES z �z K 3CY o-I 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building ,, z o Code (FBC)structural requirements including the"High Velocity Hurricane Zone(HVHZ). z O o 0 3 �u J � 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 0 T' �, w W� smaterial shall be beyond wall dressing or stucco. x = ` le n.m i;• 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and LLd V does not require an impact resistant covering. xe LL n ® o � Q \ / '\ / a n. a O 4. When used'in areas outside of the"HVHZ"requiring wind borne,debris protection,this product > f 'm t complies with FBC Sections 1609.1.2&R3012.1.2 and does not require an impact resistant covering. 0 O This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC b f:, a o Sections 1609.1. .2&•301 2 2e ^V- V- 1 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry • 0 0 U N.N ri construction. / \ / \ co s 0 e; O G 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a x licensed engineer or registered architect. Gi 1 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do w g not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable o 0 ti areas or at habitable locations protected by an overhang or canopy such that the angle between o o _ -.1 the edge of canopy or overhang to sill Is less than 45 degrees. B ��w z g TABLE OF CONTENTS N`a SHEET it DESCRIPTION SHEET# DESCRIPTION m 1 Typical Elevations,Design Pressures&General Notes 7 Horizontal&Vertical Cross Sections(Direct to Masonry) MAX , DESIGN PRESSURE(PSF) N"z n Lo 2 Door Panel Details 8 3-point lock details CONFIGURATION FRAME 0 /16/1 ._ ....:: DATE: - o 3 Horizontal&Vertical Cross Sections(2X Buck) 9 3-point lock details S� 2 2 DIMf:N ON POSRIVE, NEGATII/E. - 4 Horizontal&Vertical Cross Sections(lX Buck) 10 Buck and frame anchoring MES. 5 .4 5 Horizontal&Vertical Cross Sections(Direct to Masonry) 11 Components X 37.5"x 82.0" +75.0 -75.0 DWG-BY. JK m CNK:Ere: LFS 3 6 Vertical Cross Sections(Thresholds) 12 Bill of materials d DRAWING NO.: See sheets 2 for hardware design pressure limitations N FL-15210.1 n o SHEET 1'OF 12' _._ F o.r 2.o. - 0.4"—^� EXTERIOR r ,,,,,,,,,,,,,,,,,,,,, 2 0.4" =g• t v' 2 Ns.'3j z° o k,:p`N • a• ;d.• .':Q� .,��.. p. :�Y. yam Ec o��ro • .%°, : ,. :.e..: ,'/„„...1111 `\\\`\ i rai 5,i • A INTERIOR v TOP RAIL B c O, z m °w CAP(PVC) HINGE STILE(LVL) LATCH STILE(LVL) CAP(PVC) (COMP.) ” a rn 4 —o D. 7 Edo.E f. @HORIZONTAL CROSS SECTION _ I o= 64. �j;, '.;� ra 5 °'. 35.75"MAX OA. : • cc WIDTH p ----.– d' .••�° ?0 F. 0 ., r- • 5 aa� E ° N C V .4 7 /1 all 80 CC 0 11161 )--( I "' 0 Q el_ ;st — -O HARDWARETABLE 0_ n MANUfACTURER MODEL PRESSURE(PSF)j INTERIOR EXTERIOR ,,m a 0 0 4 = 1 1 KWIKSET KNOB: SIGNATURE SERIES ±7S FOAM CORE a T. q DEADBOLT: SIGNATURE SERIES(980 I, • a -4E. 0 ((( ^rY.(`C rYYY "� (POLYURETHANE- I e \ SCHLAGE KNOB: "�SERIES(F51) + 1.9 PCF MN.) • y N H X \ T\ DEADBOLT: B'SERIES(B60/62) 75 :� 1n _ II – -- �.� do Z Cl / SEE HARDWARE TABLE PAMIX LEVER: _�� k�R ��� + w n DEADBOLT: FD7SERIES 75 °•• :� ° HOPPE MULTIPOINT LOCK: HLS90003-POINT TONGUE ±50 FIBERGLASS SKINR. n•�.' • a SEE HARDWARE TABLE (0.125"MIN.THK) . '� a a d .g ENDURA MULTIPOINT LOCK: TRILENNIUM 3000(3-PT) .175 z r \ /• _\ r tn P W = g I I See sheets 5 and 6 for multipoint lock details. 7 o r. BOTTOM RAIL ry z Z (COMP.) L a•-.Z nD wME:02/16/12 Z 0 SSE: N.T.S. 40 DOOR PANEL – 5 DWG.BY: JE I< Plastpro Fiberglass 22 VERTICAL CROSS SECTION CHK BY: LFS 13�b 2 DRAWING NO.: N E FL-15210.1 .- 41 ` sHEEr 2 OF 12 0 R:\Olents\Rastpro,Inc PERMANENT\A-Rodda Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and GlazeE C-Drawings\FL-15210(2017)\FL-15210.1-6.6.g,3.1 .A 0 . z w): f, . k . ° Z'- _ ° a 0 , n akiwk .0„. ..... g-4 ..... 8 ►:� at • 8 El - 1 ®m®m®om �; © 6 CD . ° °liiir o 011111) o A CO 0 40 P$3 --ii Ni o %�I © 0 "� OQ l °°• 4D A ei rook © - z O , w w A e •° t• a° • 27AQ x ° a ° .q 111 jo I r•- O 3 O 0 uanruuu>+ a xi IIEV A O c 0.15'C-SINK [._ ° ° ``111H11u1p1�,7i Q ,% ,.ScyMi 1-1/4"MIN. EMB.)TYP.) L}��• No.43409 i 'i' 2 2 8 _ PRODUCT: Doeumrrnte Prepared 9,.;17„,%../.,'..•� alwrnur ` pi " o PLASTPRO INC. Lyndon F. Schmidt �i� `,..,ORI0,, .G`' ' 1 1 0 FIBERGLASS DOOR P.E. No. 43409 `IONAI.' �"1111111111� ` o h `' 1— y cn 2 7/24/17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. p x in N. I 3/9/15 UPDATE TO 5TH ED. (2014) FBC JK RV.P.O. Box 230, Valrlco, FL 33595 I^1 h NO DATE BY CROSSZS HORIZONTAL VERTICAL Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2016 R.W.BUILDING CONSULTANTS INC. • R:\Clents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVH2 Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,4.1 01O G -• 000 a 0 � � o X01 — — O 11 II Z Q (;).- o A N Oo p ii 2 C111 co 0 o E H I . m �� � O ° . Z e ell O 0 m O 0 .O A W .vo OST A a• IX! ` o.Oi.crF mil 0 111 o Z 77 xv�". 77 411:11 Ell:. © O < ``t\11111111/III,/ 1-1/4"MIN. ```\v( sCHly/Z;� EMB.(TYP.) 'ViceNBE . .': T No.43409 In $ 2 g PRODUCT: Documents P�Ged toy AC1 1 OIna Gur �4_ N FIBERGLASS� RDOOR L Ed n F Schmidt i,�i s MAL .`�` it lIIg IItt 0 N y pl 2 7/24 17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: n',BUILDING CONSULTANTS, INC. Ip -- t�N 1 3/9/15 UPDATE TO STH ED. (2014) FBC JK r�W P.O. Box 230, Valrlco, FL 33595 N rr NO DATE BY HORIZONTAL & VERTICAL Vv phone No.: 813.859.9197 REVISIONS CROSS SECTIONS (1X BUCK) FBPE CA No. 9813 0 2018 R.W.BUILDING CONSULTANTS INC. R:\Olents\Plastpm,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Rberglass-Impact Opaque and Glazed\C-DrawingsV1-15210(2017)\FL-15210.1-6.dwg,5.1 O O 0 • a os,z a da a • Cp O l�;s`! emit ��` oA3 s "� 0or —_ 3 m O O g. O B Z • M ut N We ,4 Q oa O 0 0 mgR�O 4110 3 m �=�-a_ S O 0R e O u,w O 73 w vo OQT 03hi 111 „. I . r ig.N 0 >>N z m 11 o II„ 0 • © • EMB.(YP `��\‘\F.s0.4i/ '' ? 49 �• Q PRODUCT: Document.Prepared By: . �•\ armour• /Q. 9 r1 E'P o PLASTPRO INC. Lyndon F. 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PCASTASS CNC. LmG I°j cn 5 Z N FIBERGLASS DOOR P.E. No. 43409 lyl/lllllitc•. • O 5 x cs N 1 3/9/15 UPDATE TO 5TH D. (2014) FBC JK 17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: 630 JL 4(P O. Box 230UILDING 5 Valrriicco CONSULTANTS, 33595 IN N. NO, DATE BY VERTCAL CROSS SECTIONS (THRESHOLDS) �U/��/ Phone No.: 813.659.9197 REVISIONS FBPE CA. No. 9813 0 2016 R.W.BUILDING CONSULTANTS INC. R:\Clients\Plastpro,Inc P^ERMANENT\A-Florida Product Approvals\FL-15210 HV`H2 Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,7.1 FF. 2" .a v. 1.5' rnz© MAX. 1.25' yS..o 0 \ MIN. 3.7 N cO o�0 ,. O tD Z 1p. O ) 002—z em O m O 3 / e Cr g / O O o T A o tip,n N. `\ EMB.(TYP.) hn: ...00 I v O O -/ Zrtil / 2 C: r/ O a� CI o y - O A Z ,z 2.25" /III:4 1.5'MAX. .1:e,.*; Y cIW o 1.5" 4„ MAX. fi:I 41) II o yr.13:-3 IIIV�ij - A 8 O A y� 1-1/4"MIN. 0 / mon \ 3-,...-ccpp -i r- m ,0,. p ZN%%••V n. m III 1:::....::: p �. 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N 7 3 • \ o' 0) 4.63" ICIO r----3.63"--I ---Ir---0.11" G 8O M o _�al " $ % OQO 0 §m g 7 5'.' o� o iro o �b - `S' A II `it-xl,_ d 44 kip I i c 8.87' \\' 3T 1 O O'oy 0 L 7 o l i • `! _ 7 - --O.1 A m A X• X A X X 5-,. OTS or C C O m �0 m 7C -Ac0 n n zC n n .�O 000 000 000 g .. .. m 3.61"'---I 0 0 I---15"--- ® ```1tt1111111%%%%% . 43.07' , F,,,CY.M/ No.43409 4 PRODUCT: Documents Pn�pme/I�BY i �. difdL 2 1�I P PLASTPRO INC. Lyndon F. Schmidt . .!cE0RIDR� ..?„ 10 _I N FIBERGLASS DOOR P.E. No. 43409 ''j,7•/o4 %_ %`' cn p 2•N -,IllllllLltGl- $ N3 -i m 2 7/24/17 UPDATE TO 6174 ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. IN o X ,U1 N 1 3/9/15 UPDATE TO 5TH ED. (2014) FBC JK 3—POINT LOCK DETAILS ��P.D. Box 230, VDlrico, FL 33595 N NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE CA. No. 9813 0 201 2 R.W.BUILDING CONSULTANTS IND. d ovale FL-15210 HVHZ Fiberglass-I act 0 ue and Glazed C-Drawings FL-15210 2017 FL-15210.1-6.dw 9.1 R:\Olents\Plastplo,Inc PERMANENT\A-Florida Product Approvals\ Impact Opaque \ 951 C )\ 9, T O C , n e '4 hp I , an l di...i"? 'ph . , / / / ft"!lf7 T T T '"'- T T T _'_ T 0 1 1 / 1 1 8 000 0 m l 'EI 7•/ t 4-r (ter p o a a m 24.25' — 23.0" 15.0" e,N‘`•4 SCWMjO t ' No.43409 y$ 2 N $ PRODUCT: Document.Prepared By: � 1 awz:zx ! �_ I� I z - - N FIBEEGLASSS DOOR P.E. Lyndon '''//7/ONM..1'''�` . N y m 27/24(17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: @ BUILDING CONSULTANTS, INC. IN p e- y N. 1 3/9(15 UPDATE TO 5TH ED. (2014) FBC JK 3—POINT LOCK DETAILS `�/P.O. Box 230, Valrieo, FL 33595 R.-.3 NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE CA. No. 9813 2012 R.W.BUILDING CONOULTANTe INC. q 49/16"JAMB O DIRECT TO MASONRY JAMB(TYP.) ����N`````iss*'! 'N/,, (SEE SHEET 7)PP.)7 `Qom; ''.,0 1. n e_ 623 Z`s▪r••o '�L` J'�ti gni (TYP.) 4:-1.4 '.▪ z 5<yob °' I _ • ',, *cos 6,7-,W� `Q L I SEE HINGE • O 2X BUCK =o E. g' c°t N-: O TYP.HEAD DETAIL(TYP.) . .. is o a x z°4 8.JAMBS o O IX BUCK (� E E m z m°e O g _. " DIRECT TO — L o a r 9 a ti MASONRY o MASONRY O MASONRY M 5 m d a OPENING sOPENING TYP.HEAD € oz E &JAMBS o 3ca FRAME - r, ER Pi U o x ,' 2X BUCK — — 4-9/16"JAMB Q ^O ® ?o e -- 2X BUCK 6-9/16"JAMB 0 (to m s, . b DIRECT TO ' Sw N p i7 MASONRY am 2 0 6 _... ._ — JAMB(TYP.) — . g o Y (SEE SHEET 7) a a < co o. o ..7 . - ADA SILL m O l ONLY _ 1 BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB Ei w o ri Masonry construction _ o O w 1 • CONCRETE ANCHOR NOTES: DIRECT TO E I.Concrete anchorlocatfons at the corners may be adjusted to maintain the min. DIRECT TO ¢ a $ edge distance to mortarjonnts. DIRECT TO MASONRY Q MASONRY 0 0 t 2 Concrete anchortocafons noted as MAX ON CENTER"must be adjusted to Q MASONRY Q >> i maintain the min edge distance to mortar joints,additional concrete anchors 1X BUCK Q r,n m a may be required to ensure the MAX ON CENTER"dimension are not exceeded. Q IX BUCK . 1 X BUCK O Le ro • 3 Concrete anchor table: �, 2X BUCK O •v MIN CLEARANCE MIN CLEARANCEi 2X BUCK cD-- 42E)2X BUCK 0` 2X BUCK O ^..o ; ANCHOR ANCHOR h11N �� YYPF :„,,„. 1:MBEDMENt TO MASONRY TO;AD4AC�Nf' . m '� I ,^Z c, RW 1XBUCK 0 �' DIRECT TO /P � �1� jr 4 .• Q MASONRY Q CO 02/16/12 z DIRECT TOQ ply w ELCOsr c• N.T.S. _ a ULTRACON® 1/4• 1-t/4• �" <" MASONRY QIXBUCK DM FMJK m R TAPCON • .1 AS li• •1 ® Q 2X BUCK t cle BY: LFS 3 R I iDRAWING NO.:,WOOD INSTALLATION NOTES: LATCH&DEADBOLT DETAIL HINGE DETAIL HINGE DETAIL N Maintain a minimum 5/8•edge distance,P end distance,8 1•o.c.spacing of FL-15210.1 IS gwood screws to prevent the splitting of wood. Inswing Outswing stern 0 OF 12 ii ! , • " R:\Olents\Plastpro,Inc PERMANENT\A-Honda Product Approvals\FL-15210 HVHZ Rberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,11.1 I !I, I 1.4" 1 r__1.75' ( Fla) .. r1161-\N4 W \^ N i qq+ o / o Ill .... a U ,..Z \a \ o z0 ` O II O O 1 hi . _� 11 I J 1 I 1-..-1.S SE goN ' P \ " r 1.75 ' i .98� N JQ° ° Q.5 �\ � 3z \ 3 zI U `. 5. a z \\\ 6 tI 6 o Ma 11 r S O SII 6 g6 ,z I _ 1.3" 1.4" A V tji 1-1 PP— -5015'5m ogAo • toT T.:,,,, 1.2NP 1 125' , m k —^i.5L 0.937' 1 f I .75" Fes----0.75" ° N 8 1 7 ,,*SCN4 , ,, ZNo.43409 G 7* * 7*' 2 2 N PRODUCT: Documents Prepared By: •, sine 1 ,_ i F `� PLASIPRO INC. Lyndon F. Schmidt 1:.:%:, .!;ZORICP•'•(Ij��� I� 7 $ g g Z 2 FIBERGLASS DOOR P.E. No. 43409 ",'ONAt. 0 N ' y ai 2 7/24 17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: @p BUILDING CONSULTANTS, INC. Ip cx In N 1 3/9/15 UPDATE TO 5TH ED. (2014) FBC JK t��P.O. Box 230, VGlrtco, FL 33595 N -1,1 NO DATE BY COMPONENTS vv Phone No.: 813.859.9197 I REVISIONS F9PE C.A. No. 9813 0 2012 R.W.BUILDING CONSULTANTS INC. `\\\\1f lei 14,''','/ BILL OF MATERIALS si sg _ ITEM B DESCRIPTION MATERIAL :-.0:k. p* L',.E:J o n Q_z A 1X BUCK SG>=0.55 WOOD =� 7 - 0, z @'`O� cm B 2X BUCK SG>=0.55 WOOD ..*k.. y: ,of I. C 1/4"MAX.SHIM SPACE - .'� '''•••. i;vp .`� m co D 1/4'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL "I,,,..l... z o m c E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE t` y 0 N o z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 v_ i .z., G 3/16"X3-1/4"PFH ITWCONCRETESCREW STEEL $ yr Sm`oa I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a `"."'r m a E T. J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I LL o K 1/4"X2-1/4"ITWCONCRETE SCREW STEEL r 9Z N L #10x 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL S I a d M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL o N 3/16"X 2-3/4"11W CONCRETE SCREW STEEL P 1/4'X 2-1/4"PFH ELCO CONCRETE SCREW STEEL ;.9, 1 POLY FIBER JAMB COMP./VINYL (.5o e 2 FINGER JOINTED PINE FRAME WOOD zJ; 0 7 WEATHERSTRIP FOAM � 1 I � r 8 DOOR BOTTOM SWEEP VINYL - 0 o _0..)9 4"X 4"BUTT HINGE STEEL fv iN s 11 #9 X 3/4"PFH WOOD SCREW STEEL � m 22 3 POINT"TONGUE MULTIPOINT LOCKSET(Mfg.BY HOPPED STEELo 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL & 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a g 27 LATCH STRIKE PLATE STEEL m u 2( DEADBOLT STRIKE PLATE(SECURITY) STEEL . ,.g 29 ADA THRESHOLD ALUM n 30 OUTSWING THRESHOLD ALUM/WOOD e 31 OUTSWING THRESHOLD ALUM/WOOD N. 00 32 OUTSWING THRESHOLD ALUM/WOOD NN cn _33 OUTSWING THRESHOLD ALUM/COMP z 34 OUTSWING THRESHOLD ALUM/WOOD N 36 INSWING THRESHOLD ALUM/COMP .. , e 37 INSWING THRESHOLD ALUM/WOOD R R 38 INSWING THRESHOLD ALUM/COMP N k 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS a a i• .g55 #10 X 1-1/2'PFH SCREW STEEL 2 57 BACKING PLATE STEEL '"'w . 58 #8 X 2"PFH WS STEEL `<' o a 60 M_ULTIPOIN_T STRIKE PLATE STEEL t' 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL N 0 Z U DATE:02/16/12 2 SCAM N.T.S. E DWG.Err: JK m' S CHK.er. LFS 3 e- DRAWING NO.: i I • FL-15210.1 6 O E SHEET 12 OF 12 0 - --