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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILED: PERMIT# REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS gu�A�uaiad PROJECT INFORMATION i4unoo e1an7'i LOCATION/SITE a0z ®� 1 C1 ADDRESS: C13N3038 VP• AerLx �l 3lQ�lS DETAILED DESCRIPTION OF PROJECT REVISIONS: o / Z-0 CONTRACTOR INFORMATION: FILE COPY STATE of FL REG./CERT. #: )33 ( 1 ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: A V , .p �a-N ADDRESS: 3?, S t -,a CITY: V4L- STATE: 4PI ZIP: 3 PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: I. 14-e �'1 ADDRESS: 1 3 )c CITY: 2 t Pr.P,-e-e- STATE: ' ZIP: 3 PHONE (DAYTIME: `7-) 2 -- v?(p7-7(O Z 3 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: fr1 L ADDRESS: ; 8 L)- CITY: e D R-,T- �!�T . L e't L-' STATE: ZIP: 3 f Y PHONE (DAYTIME): 7,� '� S o S 8 SLCCC: 9123109rA Revised 06130117 Wit: 1r. L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville,NC 27023 434-688-0609 Report No.: 512520B rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors,LLC 650 West Market St Gratz,PA 17030 Product Line: M-2285-Vertical Mullion Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d).The product listed herein complies with requirements,of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-01833 revision B prepared,signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No.512520-1A per AAMA 450-10 Option 3, prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: refer to design pressure charts in approval document. • Maximum single window unit size: 60"x 84" • Window units attached to mullion must have their own separate approval. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in Wind-Borne Debris Regions, up to Wind Zone 3. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components;mullion or individual units. • All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in accordance with manufacturer's installation instructions and approval document 08-01833 revision B. Certirication of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also,I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). � J CEN` , CP *' 051 •yt TAT 'OF • 0 , sS/ONAL 1 of 1 Luis R.Lomas, P.E. FL No.:62514 10/17/2017 REVISIONS REV DESCRIPTION DATE APPROVED NOTES: A REVISED INSTALLATION DETAILS 08/07/15 R.L. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO B REVISED ANCHORING NOTES 06/05/17 R.L. COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE ANCHORING NOTES: RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. SHEET 3. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS 2) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED SHOWN IN INSTALLATION DETAILS SHEET 4. UNDER SEPARATE APPROVAL. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE WINDOWS AND DOORS, INC. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE —A0 LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL 4) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING WINDOW DOOR UNIT. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT CC� 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS SCREWS 6" FROM EACH MULLION END AND DO MAX. O.C. THREE THREADS PAST THE MULLION WALL. LOCATE L�l+ ANCHORED AS SHOWN HEREIN. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. y 0 �= 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED 5) ALL FASTENERS TO BE CORROSION RESISTANT. + � IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING 6) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH TO THIS DOCUMENT. ANCHOR ANCHORSMSHALLCNOTEBESUISEDAN SION UUBSTRATESCWIITN , AND THSSTRENGTHS 0 LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: j l d F A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 "�" B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 4,200 RSA DESIGN PRESSURE TABLE INSTRUCTIONS: C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADEN N �, TYPE 1 (OR GREATER). � vas'' c)' 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE D. METAL — STEEL 18GA (.048") FY=33KSI/FU=52KSI OR r �.p —_ CHAPTER 16. ALUMINUM 6063—T5 FU=30KSI .0625" THICK MINIMUM. !� m _ � 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON ° '■ 6 PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. FRI 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT 0 —\ THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING \ FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. SIGNED:1011712017 TRIBUTARY WIDTH — W1 + w2 MI WINDOWS AND DOORS ���1►�111►r��i� 2 650 WEST MARKET STREET A%s R. L p � GRATZ, PA 17030-0370 v•%c'ENSF 'p M-2285 - VERTICAL MULLION _*• 0 TABLE OF CONTENTS 84" MULLION SPAN NOTES A 5TpT pE F �t�` SHEET N0. DESCRIPTION DRAWN: DWG NO. REV �� F�'cF` ORI�P•��� 1 NOTES CAL. DATE OB s0E 833 B /pNAL1EG`�\ 2 CONFIGURATIONS AND DP CHART NTS O1/11/12 1 OF 4 3 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. P.E. P omas 1432 WOODFORD RD LEWISVILLE,NO 27023 Luis R.FL No Lomas 4 COMPONENTS 434-688-0609 rllomas@ldomaspe.mm 7 REVISIONS 120° 120.1 120" REV DESCRIPTION DATE APPROVED COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH A REVISED INSTALLATION DETAILS 08/07/15 R.L. Wl--{�W2 111 W2 W1 W2 B REVISED ANCHORING NOTES 06/05/17 R.L. 8 /// /// g /// FRAME FRAME WINDOW WINDOW FRAME WINDOW 4NDOW WINDOW WINDOW HEIGHT HEIGHT HEIGHT (MULLION (MULLION (MULLION SPAN) / / SPAN) / / SPAN) / 120" 120" 120" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH W1 W2 W1 W2 W1 W2 it / I / WINDOW / WINDOW / WINDOW / 84" // // // g4" // 84" // // FRAME // WINDO FRAME FRAME yylNDO HEIGHT HEIGHT WINDOW I DW HEIGHT WINDO WINDOW (MULLION / / /// /// (MULLION / / (MULLION / SPA SPAN) // if /// SPA w1--II- w2 wlw2 wl �l-wz 120" 120" 120" t 7COMBINED WIDTH COMBINED WIDTH L:: COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 120"AS SHOWN HEREIN. Design pressure rating(p4 Design pressure rating(pso Units anchored into wood and metal framing Units anchored into masonry/concrete Mullion Tributary width n) Mullion Tributary width In SIGNED: 1011712017 span(in) 18.13 25.50 36.00 42.00 48.00 54.00 60.00 span(In) 18.13 25.50 36.00 4ZOO 48.00 54.00 60.00 25.00 120.0 120.0 120.0 120.01 120.0 120.0 120.0 25.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 MI WINDOWS AND DOORS- 120.0 120.0 120.0 `�(\\)�►I►►111j�� 37.38 120.0 120.0 120.0 120.0 0 37.38 120.0 120.0 120.0 120.0 120.0 120.0 49.63 120.0 98.3 81..2 6.9 75.2 75.1 5.10 49.63 120.0 109.2 90.2 85.4 83.5 83.4 83.4 BGRA50 TIZ,SPA 17030 ET MRKET50370T TREE �N I.. GENSJi�.r� F• 62.00 96.4 73.6 58.4 53.7 50.7 48.9 48.2 6200 107.1 81.8 64.8 59.7 56.3 54.3 53.5 M-2285 - VERTICAL MULLION ��r• p�51 .i 65.63 90.2 68.6 53.9 49.3 46.3 44.3 43.3 65.63 100.2 76.2 59.9 54.8 51.4 49.2 48.1 84" MULLION SPAN ( _- 12.00 81.0 61.2 1.6 43.2 40.1 38.0 36.7 72.00 90.0 68.0 52.8 48.0 44.6 42.2 40.4 J�O• CONFIGURATIONS AND DP CHARTS y0., T • " 84.00 63.6 46.0 33.9 29.8 27.0 24.9 23.4 84.00 63.6 46.0 33.9 29.8 27.0 24.9 23.4 i DRAWN: DWG NO. REV 'c••-FC0R10Q:'� \ V.L. 08-01833 B �zz ip �G\NN LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 SCALE DATE SHEET NAL1E���� DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT NTS 01/1 1/12 2 OF 4 INCLUDE FLANGE L.ROBERTO LOMAS P.E. P.E. P Lomas 1432 WOODFORD RD LEWISVILLE,NC 27023 LDIS R.FL No L as 434-688-0609 A/omas@Idomaspe.=m REVISIONS 1" MIN 1 MIN REV DESCRIPTION DATE APPROVED SEPARATION EDGE DISTANCE A REVISED INSTALLATION DETAILS 08/07/15 R.L. . 4. B REVISED ANCHORING NOTES 06/05/17 R.L. a.. a 1 1/4" a° MIN. EMBEDMENT a. II II MASONRY/ CONCRETE U BY OTHERS 3/16" ELCO ULTRACON TAPCON SECT5796 CLIP M-2285 EXTERIOR MULL INTERIOR EXTERIOR M228500A M228500C EXTERIOR a SECT M-2285Q MULLION �oo SECT5796 SECT5796 CLIP CLIP IEIE=== Oo #10SELF S R OR 10 WOOD SCREW INTERIOR SELF DRILLING V-692 SCREW r------- WOOD FRAMING/ WINDOW&MULLION ASSEMBLY CLIP INSTALLATION 2X BUCK r------- METAL MASONRY/CONCRETEANDWOOD FRAMING BY OTHERS i i STRUCTURE INSTALLATION BY OTHERS 1 3/8" MIN. EMBEDMENT 1/2" MIN EDGE DISTANCE 1/2" MIN SIGNED: 10/17/2017 VERTICAL CROSS SECTION EDGE DISTANCE MI WINDOWS AND DOORS �511111i// MASONRY/CO CRETEAND INSTALLATION�DFRAMING IyE�ALICAL STRUCUOEINSTALLATSS ION ION 650 WEST MARKET STREET ��\\J\�?:R�L.o GRATZ, PA 17030-0370 `v�•�\6ENSF,��+. M-2285 — VERTICAL MULLION *• 0y 61 *= 84 MULLION SPAN �,O CA INSTALLATION DETAILS 0; TA OF .1, P ii DRAWN: DWG NO. REV �/� •.�Z.Q �Q... N �. SCALE DATE OS 50 E833 B �/W/OIVAL1; N�\'� NTS 01/11/12 3 OF 4 L.ROBERTO LOMAS P.E. omas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 L41S R.FL NO L 62514 434-688-0609 r1lomas[allrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 3 3/4' 3/8" A REVISED INSTALLATION DETAILS 08/07/15 R.L. 1" 3 3/4" B REVISED ANCHORING NOTES 06/05/17 R.L. 3/8" 3/8" 2 X 01/4" 2" 2 7/8" 2" 2 7/8" 7/8 7/8" 2X 01/4" SECT5796 CLIP SECT5796 CLIP FOR CONCRETE INSTALLATION FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125"THICK ALUMINUM 6063-T5.125"THICK 3 3/4" 3 1/4" 2 1/4" 5/8" 1 3/8" 3/8" 3 8„ / 7/8„ 11 t 2X 01/4" L 3 1/4" 1 1/2" 7/8" T--Ll===. T-- 4„ 1 1/2" I O JSECT5796 CLIP MT000022 CLIP FOR WOOD FRAMING INSTALLATION 16GA(.063)GALVANIZED STEEL ALUMINUM 6063-T5.125"THICK 1— 2 7/8" SIGNED: 1011712017 MI WINDOWS AND DOORS 0r;,�� 650 WEST MARKET STREET 1 5/8 a GRATZ, PA 17030-0370 mow• \CENS9p�y 1 3/8" M-2285 - VERTICAL MULLION � 0,,6�51 *_ 84 MULLION SPAN ((��(�Arr - SECT M-2285 MULLION COMPONENTS �o•, , TAT OF' .<v ALUM/NUM6005-T5.i25"THICK DRAWN: DWG NO. REV SCALE DATE OB s0EE633 B ///S/ONWe: \\ NTS 01/11/12 4 OF 4 L.ROBERTO LOMAS P.E. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R.FL No L 62514 43"86-0609 rllomas@lAomaspe.com i I AAMA CERTIFICATION PROGRAM F G 'A An FGIA Product Certification Program , ! Fenestrauuia&Glazllig Ifidusuy Alliance AUTHORIZATION FOR PRODUCT CERTIFICATION ► ' MI Windows&Doors,LLC P.O.Box 370 Gratz,PA 17030-0370 Attn: Rick Sawdey This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATIONS RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101/I.S.2/A440-11 AAMA 506 LC-PG55-1857x1905(73x75)-FW Missile Level:D CPD SERIES MODEL& COMPANY AND CODE Rating:+55/-55,73x75 NO. PRODUCT DESCRIPTION MAXIMUM SIZE TESTED Wind Zone:3 Rating above conforms 1620/1630 PW (FIN,FLANGE,&FINLESS) FRAME MI Windows&Doors,LLC the requirements of: 15955 (PVC)(0)(OG) 1857 mm x 1905 mm and E Code:MTL A E (INS 0.090"SGP LAM GL) (6'1"x 6'3") and 1996 (ASTM) This Certification will expire August 15,2026(extended from August 15,2021 per AAMA 103-19)and requires validation until then by continued listing in the current AAMA Certified Products Directory. Structural Test&Report By: Missile Impact Test&Report By: Intertek-ATI lntertek--ATI Report No: G1769.01-109-47 Report No: G1769.02&.03-109-47 Date of Report: October 17,2016 Date of Report: October 17,2016,&February 7,2017 Evaluated for Certification: July 16,2021 h, 4-IL A oci led Laboratories Inc. • Authorized for Certification: July 16,2021 -(Validator-I Operations-Administrator) T ACP-04(Rev.2/20) Fene tion and Glazing Industry Alliance L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville NC,27023 Report No.: 513867A 434-688-0609 Rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors,LLC. 650 West Market Street Gratz,PA 17030 Product Line: Series 1620/1630 PW—Impact 73"x 75" Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval documents:drawing numbers 08-03004 Revision A, prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Report No.:ATI G1769.01-109-47 signed by Timothy J.McGill. Architectural Testing, Inc.,York PA. AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: ±55.14psf Water penetration resistance 12.11psf 3. Report No.:ATI G1769.02-109-47 signed by Timothy J. McGill. Architectural Testing, Inc.,York PA. ASTM E1886-05 and ASTM E1996-12 ASTM E1886/E1996 Large Missile Impact, Level D,Wind Zone 3 ASTM E1886/E1996 Cyclic Load Test,±55:Opsf-design pressure 4. Anchor calculations,report number 513867-1A,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±55.Opsf • Unit size: 73 1/8"x 75" • Units must be glazed per ASTM Ell300-04/09,according to glazing details in approval drawing. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be Rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval documents,08-03004 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). N �����1 R•I+.Lld���i�. IV :� .. TAT 4F ;•w; A.`. �ORI�P' C�� s . , � . . �G\\\.. %��NAL1 ���� 1 of 1 Luis R. Lomas, P.E. FL No.:62514 01/08/2019 L REVISIONS REV DESCRIPTION DATE APPROVED A I ADD FIN INSTALLATION INTO METAL STUD 1 01/03/18 1 R.L. NOTES: 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 SMS OR SELF DRILLING 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DETAILS. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 'DETAILS BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH r--a MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 19. ALL FASTENERS TO BE CORROSION RESISTANT. � -r 20.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR a uJ -j 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED,IN-.. Fri COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF a SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOWa� THE ARCHITECT OR ENGINEER OF RECORD. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 11 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS STRENGTH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. PROVIDED. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIM jm.' ' B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ® Y d e EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM � Y d e GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 21. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOM IC SHAPES DIMENSION r ^ 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVE TANGULAR AA�EMBUY SHOWN OF SUSTAINING APPLICABLE LOADS. IN SHEET 2. ® 7 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. H � � � 11. FRAME MATERIAL: EXTRUDED RIGID PVC. r4 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND 0 BORNE DEBRIS REGIONS. �1 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0110312019 MI WINDOWS MA ET STREET D DOORS, LLC 650 WEST \``\\\5 11�1IIL/0 GRATZ, PA 17030 `\r•��CENS�9.+ , SERIES 1620/1 630 PW :fir• 0 fite IMPACT 73" X 75" TABLE OF CONTENTS NOTES TM'OF SHEET NO. DESCRIPTION 0. R p, •�� DRAWN: DWG N0. REV //�• C6R1O�•�' �\ 1 NOTES R.L. 08 s0E004 A //isslpNAL 2 — 3 ELEVATIONS LE NTSDATE 11/30/16 E 1 OF 12 4 — 11 INSTALLATION DETAILS LOMAS P.E. 1432WOODFORDRDOLEWISVI LE,,NC27023 Luis R. Lomas P.E. 12 COMPONENTS 496-688-0809 rllomas@ItY=wpo.com FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 73 1/8" FRAME WIDTH 73 1/6" FRAME WIDTH A ADD FIN INSTALLATION INTO METAL STUD 01/03/18 R.L. 4" MAX 12" MAX O.C. � 4" MAX 4" MAX 12" MAX O.C. 4" 4" MAX ' IFT 1� / 4" MAX / 12 / 5/32" ANN MAX O.C. 12" T-- MAX O.0 0.090" SGP BY EASTMAN 75 // FRAME 5/32" ANN 5/32" ANN FRAME HEIGHT HEIGHT EXTERIOR METAL BUTYL COMPOSITE 1 SPACER SYSTEM 1/2" BITE Ff ZD INTERIOR SILICONE BACK BEDDING GLAZING DETAIL 4" MAX 4" MAX 162011630 PW 162011630 PW FOR NUMBER EXTERIOR VIEW EXTERIOR VIEW FOR NUMBER OF ANCHORS FINLESS&FLANGE INSTALLATION FINLESS&FLANGE INSTALLATION OF ANCHORS REQUIRED REQUIRED SEE CHART #1 DESIGN PRESSURE RATING IMPACTRATING SEE CHART #1 t55.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 731/8"X 75"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 36.08 FT2 NOTES: 1. D.L.O.:681/2"X 701/2" chart#1 SIGNED:0110312019 Number of anchor lowUo ( ) red Frame F MI WINDOWS AND DOORS, LLC ���1�111 ►��ii� me widthh in in WEST ET Hein)t H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S �mb H&S Jamb H&S �mb H&S Jamb H&S Jamb 650 RATZ,MPAK17030REET `Z�,.'\CElV&- �s�el V lc 24.00 3 3 3 3 4 3 4 3 5 3 5 3 6 3 6 3 7 3 7 3 SERIES 1620/1630 PW *• 0 61 30.00 3 3 3 3 4 3 4 3 5 3 5 3 6 3 6 3 7 3 7 3 IMPACT 73" X 75" 36.00 3 4 3 4 4 4 4 4 5 4 5 4 6 4 6 4 7 4 7 4 FINLESS & FLANGE ELEVATIONS 10• TAT OF Q 42.00 3 4 3 4 4 4 4 4 5 4 5 4 6 4 6 4 7 4 7 4 �O,c. .4 48.00 3, 5 3 5 4 5 4 5 5 5 5 5 6 5 6 5 7 5 7 j DRAWN: DWG N0. REV i� ".[OR1MP+ 60.00 3. 6 4 6 4 6 5 6 5 6 6 6 6 6 7 6 7 R.L.AE NTS DATE 11/30/16 OS saEETQ24 OF 12 A ssj/1NA"0aG`�� 66.00 3 6 J17 4 6 4 6 5 6 5 6 6 6 6 6 7 6 7 72.00 3 7 4 7 475 7 5 7 6 7 6 7 7 7 7 L.ROBERTOLOMASP.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 75.00 3 7 4 7 4 7 5 7 5 7 6 7 6 7 7 7 7 434-688-0609 rllomwC&ld=aspe.wm Ar REVISIONS REV DESCRIPTION DATE APPROVED 73 1/8" FRAME WIDTH 73 1/8" FRAME WIDTH A ADD FIN INSTALLATION INTO METAL STUD 01/03/16 R.L. 3" MAX -}- 8" MAX O.C. 3" MAX 3" MAX 8" MAX 3" F 3 MAX 3" MAT / MAX'D.C. B" MAX O.C. 75" / 75 / NOTES: FRAME FRAME 1. D.L.O.:68112"X70112" HEIGHT HEIGHT 3" MAXji 3" MAX 162011630 PW 162011630 PW FOR NUMBER EXTERIOR VIEW EXTERIOR VIEW FOR NUMBER OF ANCHORS FININSTALLATION FIN INSTALLATION OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING REQUIRED SEE CHART #2 SEE CHART #2 t55.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 73 118"X 75"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 36.08 FT2 Chart#2 SIGNED:0110312019 Number of anchor locations required MI WINDOWS AND DOORS LLC \\�����►III/ Frame F.0mewldth .0 650 EST MARKET STREET ��J\.RE_N,.'l�f Height 24.00 3Q00 36.00 4200 48.00 54.00 60.00 66.00 72.00 73.13 \ S 0 / 30 (in) H&S Jamb H&S Jamb H&S Jamb HSS Jamb H&S Jamb H&S Jamb H&S Jamb H8S Jamb H&S Jamb H&S Jamb �.•��C 8F.� 24.00 4 4 4 4 5 4 6 4 7 4 7 4 8 4 9 4 10 4 10 4 30.00 4 4 4 4 5 4 6 4 7 4 7 4 8 4 9 4 10 4 10 4 SERIES 1620"1 630 PW 0 61 1k• �;(j'� 36.00 4 5 4 5 5 5 6 5 7 5 7 5 8 5 9 5 10 5 1 FIN ELEVATIONS TAT F 0 5 IMPACT X 75" S w� 42.00 4 6 4 6 5 6 6 6 7 6 7 6 8 6 9 6 10 6 10 6 �O. O 48.00 4 7 4 7 5 7 6 7 7 7 7 7 8 7 9 7 10 7 10 7 DRAWN: DWG 110. REV �i�'�FS';[OR,IOQ:*G���� 08 60.00 4 8 4 8 5 8 6 8 7 8 7 8 8 8 9 8 10 8 10 8 CAE NTS DATE 11/30/16 SQHEET34 OF 12 66.00 4 9 4 9 5 9 6 9 7 9 7 9 8 9 9 9 10 9 10 9 L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 72.00 4 10 4 10 5 10 6 10 7 10 7 10 8 10 9 10. 10 10 10 10 1432 WOODFORD RD LEWISVILLE,NC 27023 75.00 4 10 4 10 1 5 1 10 1 6 1 10 1 10 1 7. 1 10 1 8 1 10 9 10 10 10 101 10 434688-0609 rllomas@Momaspa.00m FL No.: 62514 Ar 7/16" MIN. 7/16" MIN REVISIONS EDGE DISTANCE EDGE DISTANCE I I REV DESCRIPTION DATE APPROVED WOOD FRAMING I A ADD FIN INSTALLATION INTO METAL STUD 01/03/18 R.L. OR 2X BUCK BY OTHERS 1 1/4" MIN. 1/4" MAX. EMBEDMENT METAL SHIM SPACE 1 STRUCTURE BY OTHERS BACKER ROD 5511 1/4" MAX. APPROVED & APPROVED SHIM SPACE SEALANT �a SEALANT o� o�LJ #8 WOOD SCREW #8 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR #8 WOOD SCREW EXTERIOR INTERIOR #8 SMS OR SILL TO BE SET SELF DRILLING SCREW IN A BED OF O APPROVED SEALANT o� SILL TO BE SET BACKER ROD BACKER ROD IN A BED OF & APPROVED � 1/4" MAX. & APPROVED y1 APPROVED SEALANT SEALANT SHIM SPACE SEALANT ?J 1/4" MAX. SHIM SPACE METAL NOTES: WOOD FRAMING —� STRUCTURE �- 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OR 2X BUCK 1 1/4" MI BY OTHERS NOTSHOWNFORCLARITI: BY OTHERS EMBE MENT 2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 7/16" MIN 7/16" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1 1/4" MIN. 1/4" MAX. 1/4" MAX. EMBEDMENT SHIM SPACE SHIM SPACE L— INTERIOR 7/16" MIN. Ik 7/16" M� INTERIOR EDGE DISTANCE EDGEDISTANCE SIGNED:0110312019 oMI WINDOWS AND DOORS LLC ` �#8 WOOD 650 WEST MARKET STREET ��� $ R' LO ��///SCREW #8 SMS OR q GRATZ, PA 17030 � EN '9 �SELF DRILLING n0 ••���' `SFSCREWS �I SERIES 1620/1630 PW =*• 0 61WOOD FRAMINGIMPACT 73" X 75"OR 2X BUCKRIOR EXTERIOR •BY OTHERS METAL FINLESS INSTALLATION DETAILS y:13. TAT 0FSTRUCTURE ��.c�'.�R P •wBACKER RO BY OTHERS BACKER ROD DRAWN: DWG NO. REV i��Fs ;�ORI`J`-x\0� CE & APPROVED & ASEALANT JAMB INSTALLATION DETAIL BALE NTS DATE 11/30/16 PPROVED R.L. 08 SOHEET44 OF 12 A ONAil JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION L ROBERTO LOMAS P.E. WOOD FRAMING OR 2X BUCK INSTALLATION 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E. 434-6e8-0609 N/omes@lrlomespe.wir FL No.: 62514 41 REVISIONS REV DESCRIPTION DATE APPROVED A ADD FIN INSTALLATION INTO METAL STUD 01/03/18 R.L. 2" MIN. EDGE DISTANCE 1 1/4" MIN. 1/4" MAX. CONCRETE/MASONRY EMBEDMENT SHIM SPACE BY OTHERS c a 1 1/4" MIN. CONCRETE/MASONRY OPTIONAL 1X BUCK " d •d a d_ " EMBEDMENT BY OTHERS 9 SEE NOTES 3 — 7 SHEET 1 � v OPTIONAL 1X BUCK c NOTES 3 — 7 BACKER ROD SHEET 1 & APPROVED 1/4" MAX. SEALANT SHIM SPACE 3/16" TAPCON 3/16" TAPCON v �' MCIINTERIOR EXTERIOR INTERIOR 3/16" TAPCON 2" Ep— BACKER ROD SILL TO BE SET MIN. & APPROVED oa IN A BED OF EDGE v >. DISTANCE SEALANT APPROVED SEALANT OPTIONAL 1X BUCK 1/4" MAX. EXTERIOR SEE NOTE 3 — 7 SHIM SPACE SHEET 1 —r BACKER ROD CONCRETE/MASONRY I & APPROVED BY OTHERS SEALANT d" A 1 1/4" MIN JAMB INSTALLATION DETAIL d` c ° EMBEDMENT CONCRETE/MASONRYINSTALLATION .. d d " d NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 2" MIN NOT SHOWN FOR CLARITY. EDGE DISTANCE 2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION SIGNED:0110312019 CONCRETE/MASONRYINSTALLATION MI WINDOWS AND DOORS, LLC 0\11111,11111el 650 RATZ,WEST MPAK117030ET STREET \�.pENs� SERIES 1620/1630 PW _it• 0 51 *= IMPACT 73" X 75" - - FINLESS INSTALLATION DETAILS A fM OF •� DRAWN: DWG NO. REV %0'°••"cC R.L. 08-03004 A ��/�sS•0R10 x" SCALE NTS DATE 11/30/16 1 SHEET OF 12 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434689-0609 rllomes@lrlamespe.COM AIL 7/16" MIN. 7/16" MIN REVISIONS EDGE DISTANCE EDGE DISTANCE REv DESCRIPTION DATE APPROVED WOOD FRAMING A ADD FIN INSTALLATION INTO METAL STUD 01/03/18 R.L. OR 2X BUCK BY OTHERS 1 1/4" MIN. 1/4" MAX. EMBEDMENT METAL SHIM SPACE t STRUCTURE BY OTHERS BACKER ROD 1/4" MAX. APPROVED & APPROVED �a SHIM SPACE SEALANT SEALANT C=lr2J oisLJ D #8 WOOD SCREW #8 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR EXTERIOR INTERIOR B WOOD SCREW SB SMS OR # SELF DRILLING SCREW NOTES: OSILL TO BE SET O SILL TO BE SET 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, ors IN A BED OF C IN A BED OF NOT SHOWN FOR CLARITY. BACKER ROD APPROVED SEALANT BACKER ROD APPROVED SEALANT 2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE & APPROVED �a & APPROVED �a DESIGNED IN ACCORDANCE WITHASTM E2112 SEALANT ^� 1/4" MAX. SEALANT 1/4" MAX. 1r1 SHIM SPACE �q SHIM SPACE WOOD FRAMING METAL OR 2X BUCK 1 1/4" STRUCTURE �- BY OTHERS MIN BY OTHERS EMBEDMENT 7/16" MIN 7/16" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1 1/4" MIN, 1/4" MAX. 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACE 7/16" MIN. Fa ED E1 DIS AIN.NCE c�1 SIGNED:0110312019 EDGE DISTANCE INTERIOR INTERIOR MI WINDOWS AND DOORS, �N i/ LLC ��u11I r,rn 650 WEST MARKET STREET `\\\\s•R••,L'D�/�j� #8 WOOD ❑�o #8 SMS OR ❑n� GRATZ, PA 17030 SCREW SELF DRILLING b p SERIES 1620/1630 PW *•' p, 26,1 *' SCREWS IMPACT 73" X 75" ( fr �� FLANGE INSTALLATION DETAILS �` STATE OF WOOD FRAMING ��,:� P �\� OR 2X BUCK EXTERIOR METAL EXTERIOR „. •�� BY OTHERS STRUCTURE DRAWN: DWG N0. REV i�j�s �ORSQ.. BACKER ROD BY OTHERS & APPROVED SALE DATE 08 s0E 004 A !ii/'S/ONALIE���`\ & APPROVED JAMB INSTALLATION DETAIL SEALANT JAMB INSTALLATION DETAIL NTS 1 1/30/16 6 OF 12 SEALANT WOOD FRAMING OR2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION LROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO27023 FL No.: 62514 434-668-0609 rllomw@Irlomaspe.wm REVISIONS REV DESCRIPTION DATE APPROVED A ADD FIN INSTALLATION INTO METAL STUD 01/03/16 R.L. 2" MIN. EDGE DISTANCE 1 1/4" MIN. 1/4" MAX. CONCRETE/MASONRY EMBEDMENT SHIM SPACE BY OTHERS °° a q °° a ° 1 1/4" MIN. CONCRETE/MASONRY °a. EMBEDMENT BY OTHERS OPTIONAL 1X BUCK " ° ° a' ° SEE NOTES 3 - 7 SHEET 1 OPTIONAL 1X BUCK SEE NOTES 3 - 7 BACKER ROD C-1 51 SHEET 1 a >v & APPROVED 2J 1/4" MAX. SEALANT SHIM SPACE ,•' o� 3/16" TAPCON v •°a 3/16" TAPCON ca INTERIOR EXTERIOR INTERIOR 3/16" TAPCON 2" ° ❑�� BACKER ROD D SILL TO BE SET MIN. & APPROVED o:3 IN A BED OF EDGE SEALANT APPROVED SEALANT DISTANCE ° OPTIONAL 1 X BUCK 1/4" MAX. .° v. EXTERIOR SEE NOTE 3 - 7 �q SHIM SPACE 1� SHEET 1 BACKER ROD CONCRETE/MASONRY & APPROVED SEALANT BY OTHERS a 1 1/4' JAMB INSTALLATION DETAIL MIN CONCRETE/MASONRYINSTALLATION a ° EMBEDMENT 4 NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2" MIN EDGE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION SIGNED:0110312019 CONCRETE/MASONRYINSTALLATION MI WINDOWS AND DOORS, LLC \\\111III/I// 650 WEST MARKET STREET \N \ R,• 'LDS/ij�� GRATZ, PA 17030 v• GENSF 9p�/� SERIES 1620/1630 PW =*• 0 61 *= IMPACT 73" X 75" FLANGE INSTALLATION DETAILS O TAY OF ;�a DRAWN: DWG NO. REV •.FC QR%'D � �\ SALE NTS DATE GS SOEEOO4 A ////6/0Np;;E�G`�� 11/30/16 7 OF 12 L ROBERTO LOMAS P.E. P.E. P 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.:LDIS R. Lomas as 434-688-0609 rllomasa@lrlamaspe.com REVISIONS REV DESCRIPTION DATE APPROVED A ADD FIN INSTALLATION INTO METAL STUD 01/03/18 R.L. APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT #6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX 1/4" MAX. SHIM SPACE _�SHIM SPACE WOOD FRAMING 3/8" MIN BY OTHERS EDGE DISTANCE �� ��o #6 WOOD SCREW INTERIOR o� 1 1/4" EXTERIOR INTERIOR MIN. EMBEDMENT OD e APPROVED ❑—� 51 SEALANT Qgp�41/4" MAX BEHIND FIN �p tiJ F SHIM SPACE 3/8" MIN EXTERIOR EDGE DISTANCE 3/8" MIN Ip►ll►dlttllltW JAMB INSTALLATION DETAIL EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION #6 WOOD WOOD SCREW FRAMING 1 1/4" MIN. BY OTHERS APPROVED EMBEDMENT SEALANT NOTES. BEHIND FIN VERTICAL CROSS SECTION 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, WOOD FRAMING OR 2X BUCK INSTALLATION NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0110312019 MI WINssaDOWS WEST Mn D EDOOR ET LLC \\\\ % R�1.L/p�/i,// GRATZ, PA 17030 v•�\GENS� SERIES 1620/1630 PW _*• p 51 *= IMPACT ATI X 75" FIN INSTALLATION DETAILS :�-p, TAT OF tv� DRAWN: DWG NO. REV ����•�[pR10P'\��\ I� R.L. 08-03004 A //SS•"'•CMG\\\ SCALE NTS DATE 11/30/16 SHEET$ GF 12 l�NA11�`��\ L ROBERTO LOMAS P.E. LU15 R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-68e-0609 rllomas@lAomaspe.com FL No.: 62514 Ar REVISIONS REV DESCRIPTION DATE APPROVED A ADD FIN INSTALLATION INTO METAL STUD 01/03/13 R.L. APPROVED SEALANT BEHIND FIN SEL6 SMS OR METAL STRUCTURE F DRILLING BY OTHERS SCREW 1/4" MAX 1/4" MAX. SHIM SPACE TUCTURE 3/S" MIN SHIM SPACE METAL BYROTHERS EDGE DISTANCE O #6 SMS OR SELF DRILLING Ga SCREW EXTERIOR INTERIOR INTERIOR 00 APPROVED Q SEALANT Ql-14 1/4" MAX BEHIND FIN L, 0 SHIM SPACE 3/ g 8" MIN EXTERIOR EDGE DISTANCE fl 3/8" MIN m» —� JAMB INSTALLATION DETAIL EDGE DISTANCE METAL STRUCTURE INSTALLATION #6 SMS OR METAL STRUCTURE SELF DRILLING BY OTHERS SCREW VERTICAL CROSS SECTION APPROVED METAL STRUCTURE INSTALLATION NOTES: SEALANT BEHIND FIN i. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0110312019 MI WINDOWS AND DOORS, LLC oJil1Ii►rri,,� 650 WEST MARKET STREET \\\�\5 R• Ld�ij�� GRATZ, PA 17030 V•y\GENq- SERIES 1620/1630 PW _*• 051 *= IMPACT 73" X 75" — r FIN INSTALLATION DETAILS TAT E OF DRAWN: DWG NO. REV F�FCORI'D \�\� SALE DATE 08 SHEET A ��isg10;I IE�G�\\ NTS 11/30/16 9 OF 12 L.ROBERTO LOMAS P.E. LDIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomes@ldomespe.com REVISIONS REV DESCRIPTION DATE APPROVED A ADD FIN INSTALLATION INTO METAL STUD 01/03/113 R.L. APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT #6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX 1/4" MAX. SHIM SPACE 3/8" MIN SHIM SPACE WOOD FRAMING EDGE DISTANCE BY OTHERS ❑ CF7� #6 WOOD SCREW o� D 1 1/4" c� EXTERIOR INTERIOR MIN. EMBEDMENT ❑❑ I^ INTERIOR OR D T-- �❑LJ�+o APPROVED SEALANT ❑ 1/4" MAX BEHIND FIN QqG�❑� SHIM SPACE 3/8" MIN EXTERIOR EDGE DISTANCE 3/8" MIN JAMB INSTALLATION DETAIL EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION #6 WOOD WOOD SCREW I FRAMING 1 1/4" MIN. BY OTHERS APPROVED EMBEDMENT SEALANT BEHIND FIN VERTICAL CROSS SECTION NOTES: WOOD FRAMING OR 2X BUCK INSTALLATION 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOMT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED:0110312019 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. .5•r N b'�j9���i SERIES 1620/1630.PW ?*• 0 95Vk IMPACT 73" X 75" — — FIN,WITH J CHANNEL INSTALLATION DETAILS TpTE OF -•�� DRAWN: DWG NO. REV I- OR ID \ \\ R.L.LE DATE 08 50E 004 A ��iijq....L1E�G`�� NTS 11/30/16 10 OF 12 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 NlomwC&lrlomaspe.00m REVISIONS REV DESCRIPTION DATE APPROVED A ADD FIN INSTALLATION INTO METAL STUD 01/03/18 R.L. APPROVED SEALANT BEHIND FIN 6 SMS OR METAL STRUCTURE BY OTHERS SELF DRILLING SCREW 1/4" MAX 1/4" MAX. SHIM SPACE 3/8" MIN BY SHIM SPACE METALSTRUCTURE OTHERS EDGE DISTANCE #6 SMS OR SELF DRILLING c� SCREW EXTERIOR INTERIOR INTERIOR o ot3 dE1 APPROVED �❑`—'0 SEALANT o 1/4" MAX BEHIND FIN QgDO �SHIM SPACE 3/8" MIN EXTERIOR EDGE DISTANCE 3/8" MIN JAMB INSTALLATION DETAIL EDGE DISTANCE METAL STRUCTURE INSTALLATION #6 SMS OR METAL STRUCTURE SELF DRILLING BY OTHERS SCREW VERTICAL CROSS SECTION APPROVED METAL STRUCTURE INSTALLATION SEALANT NOTES., BEHIND FIN 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0110312019 MI WINDOWS MARKET STREET D DOORS, LLC 650 `\\`J\S11R IIL/O GRATZ, PA 17030 `v••��GENS 9'p SERIES 1620/1630 PW =*• 0;,61261 *= IMPACT 73" X 75" FIN WITH J CHANNEL INSTALLATION DETAILS TATE OF DRAWN: DWG NO. REV %O�••'cC P R.L. 08-03004 A �zz 5i' 0R10"N SCALE NTS DATE 11/30/16 SHEET 11 OF 12 //,7j/IO�A 11\0\ L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 434-688-0609 rllomag@lrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED A ADD FIN INSTALLATION INTO METAL STUD 01/03/18 R.L. 3 1/4" 3 1/4" 3 1/4" 3 1/4" ocs 3 13/161, 3 13/16" 2 5/16" 13 =F7 2 13/16" o ��f J 4 ��� 4 fl LL4�1pED MAIN FRAME MAIN FRAME/FLANGE MAIN FRAME MAIN FRAME W/J CHANNEL PVC EXTRUDED(V-1008) PVC EXTRUDED(V-1010) FIN INSTALLATION FIN INSTALLATION PVC EXTRUDED(V-1007) PVC EXTRUDED(V-1006) �{ 3/16" 1 5/16" � 5/16"B LAA NCE COVER GLAZING BEAD PVC EXTRUDED(V-1058) PVC EXTRUDED(V-676) SIGNED:0110312019 MI WINDOWS AND DOORS, LLC `"\111111.11111t/ 650 WEST MARKET STREET \\\�_\5 R• L0 //ice GRATZ, PA 17030 `\v•��GENS '9s/-�� SERIES 1620/1630 PW _*• 0,6,25 Tt= IMPACT 73" X 75" COMPONENTS O;' S.TATE OF DRAWN: DWG NO. REV SALE DATE 08 s03E004 A // s�QfYAL1E�\��\ NTS 11/30/16 12 OF 12 L ROBERTO LOMAS P.E. P.E. P Lomas 1432 WOODFORD RD LEWISVILLE,N027023 Luis R.FL No L as 434-688-0609 rllomwCE)Irlomaspe.00m i r'v AAMA CERTIFICATION PROGRAM ® �AJ L %F �A, An FGIA Product Certification Program Fenestration&Gla-zing 1ndustiy-Alliance AUTHORIZATION FOR PRODUCT CERTIFICATION MI Windows&Doors,LLC P.O.Box 370 Gratz,PA 17030-0370 Attn: Rick Sawdey This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests-by an AAMA Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATIONS AAMANVDMA/CSA 101/I.S.2/A440-17 . RECORD OF PRODUCT TESTED -LC-PG50*-1324x1600(52x63)-H AAMA 506 Negative Design Pressure=-63 psf Missile Level:D CPD SERIES MODEL& COMPANY AND CODE MAXIMUM SIZE TESTED Rating:+55/-63,52x63 NO. PRODUCT DESCRIPTION Wind Zone:3 Rating above conforms 1620 SH MI Windows&Doors,LLC to the requirements of: (FIN,FLANGE,&FINLESS) FRAME(mm) SASH(mm) Code:MTL ASTM E1886 18896 (PVC)(O/X)(OG) 1324 x 1600 1257 x 794 (INS 0.090"PVB LAM GL) (4'4"x 5'3") (4'2"x 27") and E1996 (MODIF)(REINF)(TILT)(ASTM) This Certification will expire March 19,2025 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Structural Test&Report By: Missile Impact Test&Report By: Molimo,LLC Molimo,LLC Report No: 1919.02-10642 Report No: 1919.02-106-12 Date of Report: March 24;2020 Date of Report: March 24,2020 Evaluated for Certification: April 20,2020 'h' 4;tL Ad.ocited Laboratories, Inc. • Authorized for Certification: April 20,2020 (Validator/Operations-Administrator) T ACP-04(Rev.2/20) Fene tion and Glazing Industry Alliance L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville NC,27023 Report No.: 514845 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Windows.&Doors,LLC. 650 West Market Street Gratz, PA 17030-0370 Product Line: Series 1620 Single Hung Window Impact-52"x 63" Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval documents:drawing numbers 08-03703,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: 1919.02-106-12 signed and sealed by Michael D.Stremmel, P.E. Molimo, LLC.York, PA. AAMA/WDMA/CSA 101/I.S.2/A440 Design pressure: +55.14/-63.70psf Water penetration resistance 7.52psf AAMA 506 ASTM E1886 and ASTM E1996 Large Missile Impact, Level D,Wind Zone 3 Cyclic Load Test, +55.0/-63.7psf design pressure 3. Anchor calculations,report number 514845-1,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Design pressure: Refer to installation drawing • Unit size: 52"x 63" • Units must be glazed per ASTM El300,according to glazing details in approval drawing. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions up to wind zone 3. • Frame material to be Extruded PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval documents 08-03703. Certification of Independence: Please note that 1 don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). \�w11t111/f//�/ IV • OP- OF 1 •'rt TAT oo ... \�V�iss/ NAI �� //-Ili11.1 1 of 1 Luis R.Lomas, P.E. FL No.:62514 04/01/2021 REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 SMS OR SELF DRILLING 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DETAILS. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. ALL FASTENERS TO BE CORROSION RESISTANT. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 20. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: THE ARCHITECT OR ENGINEER OF RECORD. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. PROVIDED. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,005FS1 MINIMUM F, 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI ORB ® 1"" EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM — ,,�7 0 o G GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 21.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC S I PES DMENSIONS 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN OF SUSTAINING APPLICABLE LOADS. IN SHEET 2. 0 J u 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 0 v 11. FRAME MATERIAL: EXTRUDED RIGID PVC. R 12. UNITS MUST BE GLAZED PER ASTM E1300, SEE SHEET 2 FOR GLAZING DETAIL. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND 0 BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS n WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. 0 LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0712712021 MI W WS & DOORS, LLC. "n" ���elut,rlri�� 650 WEST MARKET STREET R.10ti17���� GRATZ, PA 17030-0370 v.��GEN,S '9d1�%. SERIES 1620 SINGLE HUNG WINDOW REINFORCED _*• 0„gb� *=_ IMPACT — 52" X 63" TABLE OF CONTENTS NOTES SHEET NO. DESCRIPTION 0iP'.A DRAWN: DWG N0. REV /1, �ORID 1 NOTES A.R. 08 503703 - i /ONAj1 a\\`� 2 ELEVATIONS NTS DATE 03/31/2021 1 OF 13 3 — 12 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 LUIS R. Lomas P.E. 13 COMPONENTS 434-668-0609 Ilbma9@ldbmaspe.wm FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 52" FRAME WIDTH 52" FRAME WIDTH 14 1/4" 3" MAX 8" MAX 3" MAX MAX. O.C. 4" MAX 4" MAX D.C. r I~� yl r 4^ MAX3' MAX 14 11/4" / O 8 O 7/8.. MAX O.C. MAX O�C. 1/8" ANN '7 63" 63" �l EXTERIOR FRAME FRAME 0.090" PVB BY EASTMAN HEIGHT / HEIGHT / 1/8" ANN 1/8" ANN X /� V 1/2" CARDINAL XL 4/^�� SPACER SYSTEM 1/2" BITE INTERIOR GLAZING DETAIL 4" MAX 3" MAX 1620 SH REINFORCED 1620 SH REINFORCED EXTERIOR VIEW EXTERIOR VIEW FINLESS&FLANGE INSTALLATION FIN INSTALLATION WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING RGE RGE +50.0%63.OPSF MISSILE IMPACT +55.0%63.OPSF MISS LE IMPACT MISSILE LEVEL D,WIND ZONE 3 MISSILE LEVEL D,WIND ZONE 52"X 63'UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 22.75 FT` SIGNED:0712712021 NOTES: 1. SASH 2. SASHD.L.0.446"X273/44" MI SI�NDOWS WEST M&R DOORKET REETLC \\\\\\S?,IL0 GRATZ, PA 17030-0370 v•� ENS •�� 3. FOXED D.L.O.:471/2"X273/4' ` �G . N J SERIES 1620 SINGLE HUNG WINDOW REINFORCED *• py�251 HARDWARE SCHEDULE IMPACT — 52" X 63" A (2)COMPOSITE CAM LOCK AT INTERIOR MEETING RAIL,7"FROM EACH END ELEVATIONS �•� ,TAYM Aw B. (2)METAL TILT LATCH WITH J4100KAT EACH END OF INTERIOR MEETING RAIL DRAWN: DWG NO. -REV �jO�F•.'�CpR10P••tC�� ND E. (2)FV NR SSEDSTANT OEGHPTLATCHES AT FIXEAT D STSILESC. (2)METAL PIVOT PIN AT SASH BOTTOM RAIL,ONE AT EACH EB"ABOVE FIXED MEETING RAIL SCALE NTS DATE 03/31/202108 SoEET 23 OF 13 / OAM 11�?G\\\ F. ALUMINUM REINFORCEMENT(M•2343)AT FIXED MEETING RAIL L ROBERTO LOMAS AE G. ALUMINUM REINFORCEMENT(M•2115)AT INTERIOR MEETING RAIL 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E. H.ALUMINUM REINFORCEMENT(M-2266)AT SASH STILES 434-68"609 rllomas@IAomaspe.cam FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 7/16" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT<f J�-� r I =J�� 1 1/4" MIN. 1/4" MAX. BACKER ROD 5511 1/4" MAX. EMBEDMENT SHIM SPACE & APPROVED UP 2J SHIM SPACE SEALANT INTERIOR 7/16" MIN. pg #8 WOOD SCREW EDGE DISTANCE #8 WOOD SCREW b® Gam❑ EXTERIOR INTERIOR WOOD FRAMING EXTERIOR Is n s OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL BACKER ROD WOOD FRAMING OR2X BUCK INSTALLATION & APPROVED INSTALL TWO ANCHORS THROUGH JHOOK SEALANT INTO WOOD SUBSTRATE SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD � & APPROVED 0 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SIGNED:0712712021 WOOD FRAMING OR2X BUCK INSTALLATION MI WINDOWS & DOORS LLC. �// 650 WEST MARKET STREET `\\���S 1R I J..4i/j0 GRATZ, PA 17030-0370 v•4�GEN,SF'9d'5- SERIES 1620 SINGLE HUNG WINDOW REINFORCED _*• p 61 �t= IMPACT — 52" X 63" — FINLESS INSTALLATION DETAILSTAT NOTES., DRAWN: DWG NO. REV 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY c R DATE OS So3�03 — i�S�QNAL1 ���`\ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 03/31/2021 3 OF 13 DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No 62514 434-666-0609 rllomes@7ldomsspe.com REVISIONS REV DESCRIPTION DATE APPROVED 7/16" MIN. EDGE DISTANCE 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED 1/4" MAX. SHIM SPACE INTERIOR O 7/16" MIN. �CUD o EDGE DISTANCE S6 SMS OR SELF DRILLING SCREW D SELF DRILLING �❑ Do q® Cam❑ SCREWS EXTERIOR 0 o OM INTERIOR EXTERIOR METAL STRUCTURE BACKER ROD JAMB INSTALLATION DETAIL BY OTHERS & APPROVED METAL STRUCTURE INSTALLATION SEALANT INSTALL TWO ANCHORS THROUGH J HOOK INTO METAL SUBSTRATE SILL TO BE SET IN A BED OF O APPROVED SEALANT BACKER ROD & APPROVED SEALANT 1/4" MAX. SHIM SPACE METAL STRUCTURE �- BY OTHERS SIGNED:0712712021 VERTICAL CROSS SECTION MI WINDOWS & DOORS, LLC. METAL STRUCTURE INSTALLATION 650 WEST MARKET STREET ���`\�5 R•'Lp /�j�i GRATZ, PA 17030-0370 v•��GENS�,9J,�� SERIES 1620 SINGLE HUNG WINDOW REINFORCED _*• p g2(� t= IMPACT — 52" X 63" — FINLESS INSTALLATION DETAILS ��' STATE OF". �`. NOTES: REV ��• � Q` � � 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, DRAWN: DWG N0. 2NOTSHOWN FOR CLARITY. A .. PERIMETER AND JOINT SEALANT BY OTHERS TO BE scRE NTS DATE 03/31/202108 SHHEET43 OF 13 DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOMAS P.E. P.E. P Lomas Luis R. L as 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No as 434-688-0609 rllomasplrlornaspe.wm 2' MIN. --.{ REVISIONS EDGE DISTANCE I REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY BY OTHERS a b d° a 1 1/4" MIN. d. OPTIONAL 1 X BUCK ' °d d. ' EMBEDMENT SEE NOTES 3 — 7 SHEET 1 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE BACKER ROD CONCRETE/MASONRY & APPROVED 1/4° MAX. BY OTHERS 9 • SEALANT SHIM SPACE ° 1^� v OCL 3/16" TAPCON OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 •° INTERIOR 3/16" TAPCON v ° �C o 0 NO =❑ EXTERIOR INTERIOR M Q M 2„ MIN. n(�0 EDGE DISTANCE ° SILL TO BE SET ° EXTERIOR IN A BED OF BACKER ROD APPROVED SEALANT & APPROVED O SEALANT BACKER ROD 1/4" MAX. & APPROVE SEALANT OPTIONAL 1 X BUCK ❑ SHIM SPACE JAMB INSTALLATION DETAIL SEE NOTE 3 — 7 4q ❑ CONCRETE/MASONRYINSTALLATION SHEET 1 INSTALL ONE ANCHOR THROUGH JHOOK INTO MASONRY SUBSTRATE CONCRETE/MASONRY BY OTHERS ° SIGNED:07/27/2021 db a ° d ° 4. °° ` MI WINDOWS & DOORS LLC. ��lutlluli '°. VERTICAL CROSS SECTION 650 WEST MARKET STREET �``�\�5 R•"L p �i��� GRATZ, PA 17030-0370 ``w.��C•ENSF9cP%� CONCRETE/MASONRY INSTALLATION SERIES 1620 SINGLE HUNG WINDOW REINFORCED _*• p„ 61 *= IMPACT 52I X 6T FINLESS INSTALLATION DETAILS TAT OF °tv� NOTES: DRAWN: DWG NO. REV 'P�C.S;czORIOP 1. INTERIOR AND EXTERIOR NOTSHOWN FOR CLARITY FINISHES,BY OTHERS, SCALE A.R. NTS DATE 03/31/202108 SD 3 HEET 5 OF 13 111 I m W��`� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 Luis R. Lomas P.E. 434-688-0609 rflomas@ldmaspe.com FL No.: 62514 Ar REVISIONS REV DESCRIPTION DATE APPROVED 7/16" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN, EMBEDMENT BACKER ROD 1/4" MAX. & APPROVED SEAL SHIM SPACE ANT ❑ � 1 1/4" MIN. 1/4" MAX. o� EMBEDMENT SHIM SPACE i INTERIOR #8 WOOD SCREW 7/16" MIN. �� o EDGE DISTANCE #8 WOOD EXTERIOR INTERIOR SCREW LIE] C1 a El o � DWOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD JAMB INSTALLATION DETAIL & APPROVED WO 0 D FRA MING 0 R 2X B LICK INS TA LLA TIO N SILL TO O BED OF BE SET SEALANT INSTALL TWO ANCHORS THROUGH JHOOK IN A B INTO WOOD SUBSTRATE APPROVED SEALANT BACKER ROD & APPROVED O 1/4" MAX. SEALANT � SHIM SPACE WOOD FRAMING �- OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SIGNED:0712712021 WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS & DOORS, LLC. 0NIIIiiu///� 650 WEST MARKET STREET \\\��S R,:L p�ii��� GRATZ, PA 17030-0370 v•��GENS�9��<� SERIES 1620 SINGLE HUNG WINDOW REINFORCED :*4MTAT'i'077'h:�� 0, 261 *= IMPACT — 52" X 63" -moo:NOTES: FLANGE INSTALLATION DETAILS ��0 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, DRAWN: DWG NO. REV %O'�••'C� P NOT SHOWN FOR CLARITY 2 DESIPERIMETERAND JOINT D IN ORDANC�H BY ASTTHERSTOBE SCAA.RE NTS DATE 03/31/202108 SDHEET63 OF 13 /'//S/0NACE1 N�\\\ L:ROBERTO LOMAS P.E. P.E. P Lomas 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R.FL No L as 434-668-0609 rllomesL7olrlomaspe.wm REVISIONS REV DESCRIPTION DATE APPROVED 7/16" MIN. EDGE DISTANCE 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED SEALANT �{ 1/4" MAX. o� I SHIM SPACE #8 SMS OR SELF DRILLING INTERIOR SCREW 7/16" MIN. EDGE �� o DISTANCE EXTERIOR INTERIOR L8 SMS OR o � � O SELF DRILLING �❑ p n SCREWS n�0 I I �LII EXTERIOR I`bJ METAL STRUCTURE BACKER ROD BY OTHERS & APPROVED JAMB INSTALLATION DETAIL SEALANT METAL STRUCTURE INSTALLATION r TO BE SET INSTALL TWO ANCHORS THROUGHJHOOK SILLSI BED OF INTO METAL SUBSTRATE APPROVED SEALANT BACKER ROD & APPROVED SEALANT �� E31/4" MAX. SHIM SPACE METAL STRUCTURE r BY OTHERS I SIGNED:0712712021 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET `���J\S,R L 0?�7��i�/ GRATZ, PA 17030-0370 `v�•v��+EN.3F9Lp4" SERIES 1 620 SINGLE HUNG WINDOW REINFORCED _*• 0 51 yl IMPACT — 52" X 63" — FLANGE INSTALLATION DETAILS TAT E OF i0 P Z'� NOTES: DRAWN: DWG N0. REV ///��s•��OR��,• 1. INTERIOR AND EXTERIOR NOT SHOWN FOR CLARITYINISHEQBYOTHERS, A.SCARIE DnrE 08 SOEE703 — �i77SIONA11f;N\\�� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE NITS 03/31/2021 7 OF 13 DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTOLOMASR Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 Luis R.FL No L 62514 434-688-0609 rllomes@lrlomespe.com 2" MIN. -+{ EDGE DISTANCE I REV DESCRIPTION REVISIONS DATE APPROVED CONCRETE/MASONRY BY OTHERS a a '. °a 1 1/4" MIN. `a. OPTIONAL 1 X BUCK EMBEDMENT ' ° a' ` SEE NOTES 3 — 7 SHEET 1 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BACKER ROD BY OTHERS & APPROVED 1/4 SEALANT SHIM SPACE o'c o� 0 DOPTIONAL 1X BUCK 3/16" TAPCON SEE NOTES 3 — 7 1/4" MAX. SHEET 1 .oa SHIM SPACE INTERIOR 3/16" TAPCON a® quo EXTERIO INTERIOR © L7 n >.v a 2" ° �0 MIN. p EDGE DISTANCE ° EXTERIOR SILL TO BE SET I ° IN A BED OF l� BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL & APPROVED BACKER ROD CONCRETE4t4SONRYINSTALLATION SEALANT & APPROVED INSTALL ONE ANCHOR THROUGH JHOOK O TIIENAL 1X3BUCK 0 �� SHIM SPACE SEALANT INTO MASONRY SUBSTRATE SHEET 1 13_ CONCRETE/MASONRY BY OTHERS ° °' SIGNED:0712712021 a; ; MI WINDOWS & DOORS, LLC. 650 S MARKET STREET GRATZ, PA 7030 0370 `�\vJ\��GENS+- VERTICAL CROSS SECTION _ CONCRETE/MASONRYINSTALLATION SERIES 1620 SINGLE HUNG WINDOW REINFORCED =*• 0 61 IMPACT — I X 63" FLANGE INSTALLATION DETAILS ��0, TAT O.F NOTES: DRAWN: DWG N0. REV / FS,'•100QQiG,\_\�� 1. INTERIOR AND EXTERIOR NOT SHOWNFFORCLARI7YINISHES,BYOTHERS, SCALE A.R. NTS DATE 03/31/202108 60 3 HEET8 OF 13 7//1[1111ll \N�\`\ 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62614 434-666-0609 rllomm@lrloma pe.00m REVISIONS APPROVED REV DESCRIPTION DATE APPROVED SEALANT BEHIND FIN 1 1/2" MIN. EMBEDMENT #6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 3/8" MIN 1/4" MAX EDGE DISTANCE V SHIM SPACE WOOD FRAMING BY OTHERS—:: #6 WOOD SCREW INTERIOR 1 1/2" c� o MIN. p® �� EMBEDMENT ❑❑ EXTERIOR INTERIOR �— D n n n D APPROVED >yo SEALANT 0 BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE D JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 0 INSTALL TWO ANCHORS THROUGH J HOOK INTO WOOD SUBSTRATE �� ❑ 1/4" MAX ❑ F SHIM SPACE 3/8" MIN EDGE DISTANCE SIGNED:07/27/2021 #6 WOOD WOOD SCREW FRAMING MI WINDOWS & DOORS, LLC. \\11111IIr/ APPROVED EMBEDMENT BY OTHERS 650 WEST MARKET STREET ��J�S R1•CO�/l�i� SEALANT GRATZ, PA 17030-0370 BEHIND FIN VERTICAL CROSS SECTION SERIES 1620 SINGLE HUNG WINDOW REINFORCED ?*•• p WOOD FRAMING OR 2X BUCK INSTALLATION IMPACT — 52" X 63" �_ FIN WITH J CHANNEL INSTALLATION DETAILS ��0 TAT _O.F`'tr, NOTES: DRAWN: DWG N0. ��F'R ORI�P'\�Af� I. INTERIOR AND EXTERIOR FINISHES,BYOTHERS, _ _ / S'• G 2. PERIMETER AND NOT SHOWN FOJOINT SEALANT BY OTHERS TO BE SCALE NTS DATE 03/31/202108 SDHEET93 OF 13 DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOMAS R.E. .E. P omas 1432 WOODFORD RD LEWISVILLE;NO 27023 Luis R.FL NO Lomas 434-688-0609 rllomes@lrlomespe.com REVISIONS APPROVED REV DESCRIPTION DATE APPROVED SEALANT BEHIND FIN METAL STRUCTURE #6 SMS OR BY OTHERS SELF DRILLING SCREW 1/4" MAX. SHIM SPACE 3/8" MIN 1/4" MAX EDGE DISTANCE o 55�� SHIM SPACE �� 2J o� METAL STRUCTURE BY OTHERS INTERIOR #6 SMS OR D SELF DRILLING �� o SCREW 00 E-51❑ 00 EXTERIOR INTERIOR ct n n n D APPROVED do IYJ. SEALANT 0 BEHIND FIN EXTERIOR 3/8" MIN EDGE DISTANCE O JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION INSTALL TWO ANCHORS THROUGH J HOOK El 1/4° MAX INTO METAL SUBSTRATE 4� ❑ `SHIM SPACE 3/8" MIN IBL� EDGE DISTANCE #6 SMS OR METAL STRUCTURE SIGNED:0712712021 SELF DRILLING BY OTHERS MI WINDOWS & DOORS, LLC. \\11111rII/ SCREW VERTICAL CROSS SECTION 650 WEST MARKET STREET ����\�5.R.•L p��i���. APPROVED METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 •��C E N '9,p SEALANT FSERIES 1620 SINGLE HUNG WINDOW REINFORCED _1k• o„81261 *= BEHIND FIN ( IMPACT - 52" X 63" _,o ir_ NOTES: FIN WITH J CHANNEL INSTALLATION DETAILS �� TAT OF 4r� 0.... 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, DRAWN: DWG N0. REV ����yZpR1OQ:!\���\ NOT SHOWN FOR CLARITY. Z. S G 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE scR DATE o6 sos�o3 — //VONZ;1 ��`� DESIGNED IN ACCORDANCE WITH ASTIME2112 NTS 03/31/2021 10 OF 13 L ROBERTO LOMAS P.E. P.E. P Lomas 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R.FL No L as 434-666-0609 rllomascOlAomaspe.cam REVISIONS APPROVED REY DESCRIPTION DATE APPROVED SEALANT BEHIND FIN 1 1/2" MIN. EMBEDMENT #6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. F SHIM SPACE 3/8" MIN r (� EDGE DISTANCE SHIM SPACE O❑� WOOD FRAMING BY OTHERS o'aLJ #6 WOOD SCREW INTERIOR 1 1/2" o MIN. EMBEDMENT ❑❑ M® �❑ T EXTERIOR II�7 INTERIOR n❑ o o P3UP3 U q APPROVED n�D SEALANT �uI BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION INSTALL TWO ANCHORS THROUGH J HOOK INTO WOOD SUBSTRATE �� ❑ 1/4" MAX ❑ F SHIM SPACE 3/8" MIN J EDGE DISTANCE SIGNED:0712712021 #6 WOOD WOOD SCREW FRAMING MI WINDOWS & DOORS, LLC. �lllllll///, 1 1/2" MIN. BY OTHERS 650 WEST MARKET STREET ��\\�S R-•L02j���i APPROVED EMBEDMENT GRATZ, PA 17030-0370 ���J•• GENS SEALANT =�,v\' F;,p BEHIND FIN VERTICAL CROSS SECTION SERIES 1 620 SINGLE HUNG WINDOW REINFORCED —*• p GO WOOD FRAMING OR 2X BUCK INSTALLATION IMPACT — 52" X 63"FIN INSTALLATION DETAILS TAT •; NOTES: DRAWN: DWO NO. REV 'i� �!C[ORIOP`•-��\ 1. INTERIOR NOTSHOANDDEXTERIOR FOR CLARITYINISHES,BYOTHERS, A.R NTS DATE 03/31/202108 03701 OF 13 /���ssj�NA4lE�G`�\\ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27= 434-6e8-060e rilomas@ldmwpe.com FL No.: 62514 APPROVED REVISIONS SEALANT REV DESCRIPTION DATE APPROVED BEHIND FIN #6 SMS OR METAL STRUCTURE BY OTHERS SELF DRILLING SCREW 1/4" MAX. SHIM SPACE 1/4" MAX 3/8" MIN EDGE DISTANCE VE METAL STRUCTURE SHIM SPACE BY OTHERS INTERIOR #6 SMS OR SELF DRILLING �GUO o SCREW a® �❑ D EXTERIOR ao INTERIOR n❑�o D APPROVED n�() SEALANT �LII BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION O INSTALL TWO ANCHORS THROUGH J HOOK O INTO METAL SUBSTRATE 1/4" MAX SHIM SPACE 3/8" MIN EDGE DISTANCE #6 SMS OR METAL STRUCTURE SIGNED:0712712021 SELF DRILLING BY OTHERS SCREW VERTICAL CROSS SECTION MI WINDOWS & DOORS, LLC. ��C1►�I�►/I// APPROVED METAL STRUCTURE INSTALLATION 650 WEST MARKET STREET \% \5 - 'LDiL1///// SEALANT GRATZ, PA 17030-0370 `\v•��GEN,S�9�/i BEHIND FIN •SERIES 1620 SINGLE HUNG WINDOW REINFORCED • 0 IMPACT 52" X 63" NOTES: FIN INSTALL -;:-ALATION DETAILS TAT OF •'ty` 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, i�iP•�/�` Q + � DRAWN: DWG N0. REV / ,CQ : \ NOT SHOWN FOR CLARITY. RIO,• _ H SM _ //FS• 2 B OTHERS 2O BE DESIGNED IN ACCORDANCE W E211 SCALE NTS DATE 03/31/202108 SHHEET 1 2 OF 13 L.ROBERTO LOMAS P.E. P Lomas Luis R. L .E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No as 434-688-0609 rlbmas@lAamaspe.wm 3 3/16'' 3 1/4" REVISIONS REV DESCRIPTION DATE APPROVED o O 3 3/16" 3 1/4" LJ—J� 3 13/16" �� 0 3 5/8" O O pp C Qql� 4 4C 4 2 5/15" CD €� a 2 1/8" �CJp0 �q1��4 HEAD/JAMB FINLESS SILL FINLESS HEAD/JAMB FIN INSTALLATION SILL FIN INSTALLATION EXTRUDED PVC(V-1008) EXTRUDED PVC(V-1013) EXTRUDED PVC(V-1007) EXTRUDED PVC(V-1012) 3 3/16" 3 1/4"� 3 1/4" 3 1/4"--{ 2 13/16 2 5/8" 3 13/16" �1CI-10I1 �I �� 3 5/6 �� p p lr' rM HEAD/JAMB WITH FLANGE SILL WITH FLANGE N INSTALLATION SILL FIN INSTALLATION EXTRUDED PVC(VE-000025) EXTRUDED PVC(VE-000021) HEAD/JAMB FI WITH J-CHANNEL WITH J-CHANNEL EXTRUDED PVC(V-1006) EXTRUDED PVC(V-1011) 1 3/4" 1 1/4" 1 1/2" 1 1/4" �❑ � 1 3/4 13/16" I I�I 2 3/16" 1 3/4" 1 ElE L E3 0 �C T _� �]❑ BOTTOM SASH/BOTTOM RAIL GLAZING BEAD EXTRUDED PVC(V-672) RIGID PVC(V-676) MEETING RAIL BOTTOM SASH/TOP RAIL BOTTOM SASH/STILE SIGNED:0712712021 EXTRUDED PVC(V-1016) EXTRUDED PVC(V-675) EXTRUDED PVC(V-670) MI 650 WINDOWS0 WESTMAR ET STREET LC. 1 8" 3/4 GRATZ, PA 17030-0370 ENAq ?Jim% I / 15/16" SERIES 1620 SINGLE HUNG WINDOW REINFORCED =-*•• 0 6 ••ik= �—f — IMPACT — 52" X 63" 7 g„ 1•• COMPONENTS A TATE OF / 1/2„ DRAWN: DWG N0. REV �iP z A . �—STILES MEETING RAIL LOCK RAIL sC RE NTS DATE 03/31/2021083703 SHDEET 113 OF 13 ssj0NA REINFORCEMENT REINFORCEMENT REINFORCEMENT ALUMINUM 6063-T5(M-2266) ALUMINUM 6063-T5(M-2343) ALUMINUM 6063-T5(M-2115) L. B TOLOM Luis R. Lomas P.E. 1Q?2WOODFORORVILLE•NC27023 434-688-0609 d/omwCaVdamaspemm FL No.: 62514