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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORSFlorida Building Code Online _ P .. ,jiSh,�.3t�?�sY"al�u la&.3•{.sa•`si'vt��w�'S ..#.. +,��a�r f i MS Home 1 Log In : User Registration Hot To �0It92 P Product Approval USER: Public User d,,- a7 . } PmQct ADDroval Meng > Product or Apollcation.Sear- ".S< FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated littp://floridabuilding.org/pr/pil_app_j Page 1 of 3 ' l'1qpr.--�(,(Q`` {{y pr��•N^�y' iIlL'1.,.... Lucia Y OU Y ics Submit Surcharge Stall &Facts i Publications FBC Staff i BCIS Site Map , Links i Search ,2<r > Application L15C > Application Detail FL22401 t New 2017 Approved *Approved by DBPR. Approvals by DBPR shall be -reviewed and ratified by the POC and/or the Commission. if necessary,. J 01 MI Windows and Doors I I J 650 West Market Street Gratz, PA 17030 (717) er@m w Ext'2560 M4adoLoo T bsitlinger@miwd.com c! Brent Sltlinger J 1-4r bsitlinger@miwd.com f „� I2' ^ u / J wo o Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Steven M. LIHch, PE J Validation Checklist - Hardcopy Received Standard Year. AAMA 506 2011 AAMA/,WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S:2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 Method 1 Option A r 06/08/2017 le ® Il 06/21/2017- ir wGEVXQ Dq 7WPh33i Ar :.. 11/15/2:017 Florida Building Code Online Page 2 of 3 13 Date Pending FBC Approval Date Approved 06/29/2017 FL.# j Model, Number or Name Description 22401.1 Series 120/130 140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door - Non - Sliding Glass Door Impact Limit's of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16368.ndf Approved for use outside HVHZ: YeE FL22401 RO C CAC 16371.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 02/02/2022 Other: Refer to Installation Drawing Installation Instructions FL22401 RO II 08-03087.Ddf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party. Yes Evaluation Reports FL22401 RO AE 513976.13df Created by Independent Third Party: Yes 22401.2 Series.120/13011140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door(OXO) - Sliding Glass Dbor Non -Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16366.odf Approved for use outside HVHZ: YeJ FL22401 RO C CAC 16372.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 02/08/2022 Other: Refer to Installation Drawing Installation Instructions FL22401 RO f) 08-03089.pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513976 ndF Created by Independent Third Party: Yes 22401.3 Series 120/130 140 Aluminum Series 1201130/140 Aluminum Sliding Glass Door - Impact Sliding Glass D or Limits of Use Certification Agency Certificate Approved for use in HVHZ: No. FL22401 RO C CAC 16369,odf Approved for use outside HVHZ: Yes FL22401 RO C CAC 16370.Ddf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 11/29/2021 Other: Refer to Installation Drawing Installation Instructions FL22401 RO II 08-03086.Ddf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513975.Ddf Created by Independent Third Party: Yes 22401.4 Series 120/130, Sliding Glass Door 140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door (OXO) - Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16367.Ddf Approved for use outside HVHZ: Yes FL22401 RO C CAC 16373.13df Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 12/19/2021 Other: Refer to Installation Drawing Installation Instructions FL22401 RO lI 08-03088.odf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513977.odf Created by Independent Third Party: Yes Batk Nett Contact Us J 2601 Blair Stone Road. Tallahassee FL 32222 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, ! oLOoht 2007-2013 State of Florida.:: Privacy Statement :: Aaessibility Statement :: Refund Statement Under Florida law, email addresses are public rec rds. If you do not want your e-mail address released In response to a public -records request, do not send. electronic mall to this entity. Instead, contact the o ce by phone or by traditional mail. If you have any questions, please contact 850A87.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective Octob r 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 fa official communication with the licensee. However email addresses are public record. If you "do not wish to supply personal address, please provide the Departrr entwith an email address which can be made available. to, the public. To determine if you are a,licensee under Chapter 455, F.S., please click here . http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvL7 WPh33iXNArQ... 11 / 15/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. S. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 11, FRAME MATERIAL: EXTRUDED ALUMINUM 6005—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEE SHEET 24 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REV)SONS REV DESCRUMDN DATE APPROVED 15.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1,/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1. 7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=3OKSI .048" THICK MINIMUM 19. APPROVED CONFIGURATIONS: OX, X0, XX, OXXO, PX, XP, PXXP, PIX, XIP, PIXXIP, XIX, DIX, X10, PIIX, XIIP, XIIX, OIIX, X110, PIIIX, XIIIP 20. DOOR ASSEMBLIES INSTALLED IN AREAS WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 TABLE OF CONTENTS SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT SHEET NO. DESCRIPTION NOTES 1 NOTES DRAWN: DWD NO. REV 2 — 3 ELEVATION. ANCHORING LAYOUTS AND CHARTS R.S. 08-03086 — 4 PLAN VIEWS sME NTS I DATE 04/13/17 sMEET 1 OF 24 5 — 23 INSTALLATION DETAILS L ROBERTO LO'AASP.E. 1432 WOODFORD RD LEW1SVIUF NO 27023 24 GLAZING AND SILL RISER DETAILS 434�B66•9606 nbmes@hbmsspes SIGNED: 0611412017 I�l0�9 TA OF Luis R. Lomas P.E. FL No.: 62514 6"MAX 16„ r I I MAX O.C. I 6" MAX I 96" 16" MAX MAX O.C. FRAME HEIGHT 6 MAX 191" MAX FRAME WIDTH 6" MAX �1 I O 4 JIL SERIES 120 ALUMINUM SLIDING GLASS DOOR - IMPACT 2, 3, & 4 TRACK (OXXX) EXTERIOR VIEW ' WITH STANDARD SILL DESIGN PRESSURE RATING IMPACTRATING +15.0%55.OPSF I?RGEANDSMALL MISSILE IMPACT WITH 2 &8' & 3 112' SILL EXTENDERS DESIGN PRESSURE' RATING IMPACTRATING ±55.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 3 MISSILE LEVEL D, WIND ZONE 3 WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE EATER PENETRATION RESISTANCE IS REQUIRED WITH STANDARD SILL, 2 56' 8 3 112" SILL EXTENDERS 1-NOTES: 1. MAXIMUM PANEL SIZE: 48 518' x 93 112' 2. MAXIMUM D.L.O.: 40 518' x 85112' DESIGN PRESSURE RATING IMPACTRATING ±55.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 3 WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED (2) ANCHORS PER LOCATION SEE CHARTS #1, #2 & #3 FOR NUMBER OF LOCATIONS REVISIONS REV DESCRIPnON GATE APPROVED chww 8t• nwlK wuh 2 nn nor• Number or anchor locations required (2 anchors per location) F.rome Frame Width 0in Height on) 48.00 H & S Jamb 00.00 H & S Jamb 72.00 K& S Jamb 84.00 H & S Jamb 96.00 H!7 S Jamb 80.00 4 6 4 6 5 6 6 6 7 6 84.00 4 6= 4 6 5" 6 6 6 7 6. 90.00 4 6 4 6 5 6 6 6 7 6 86.00 4 7 4 T b 7 6 7 7 7 Chart 82- Ilnits with 3 eanel. Number of anchor locations required (2 anchors per location Frame Frame Width (in) Haight (in) 72.00 H & S Jamb 90.00 H & S Jamb 108.00 If & S Jamb 126.00 H & 5 Jamb 144.00 H & S Jamb 80.00 5 6 6_j 6 7 6 9 6 10 6 84. DO 5 6 fi 6 7 6 9 6 10 6 90.. 5 6 6 6 7 6 9 6 10 6 96.00 5 7 1 6 1 7 7 7 9 7 10 7 r.h.0 Y9• I Inch with A na nwla Number of anchor locations required 12 anchors per location) Frame Frame Width Iin) —J:1e1HhL 96.00 _120,0_ 0 —144.0 _f68 00— -----492,00— (In) H& S Jamb H 6 S Jamb H& S Jamb HAS Jamb H& S Jamb 80.00 7 6 8 6 10 6 11 6 13 5 84.00 7 6 8 6 10 6 11 6 13 6 90.00 7 6 8 6 10 5 11 6 13 6 96.00 7 7 8 7 10- 7 11 7 13 7 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT ELEVATION DRAWN: DWC -N0. R.S. 08-03086 'GALE NTS I DATE 04/13/17 sHEET2 OF 24 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rIbo @W nraspe.com SIGNED: 0611412017 0 � ( I IL �,••4�G NSA s *• 0„5�57 tit= TATE OF ; �4�E`• �<OR1�P• �'�� SS/ONA i 1E�G�� Luis R. Lomas P.E. FL No.: 62514 191' MAX FRAME WIDTH 6" MAX 16" MAX O.C. r---- 6" MAX I I I I I I I I 16" 96" I MAX O.C. MAX FRAME I �— HEIGHT I I I POCKETUNDER I SEPARATE4,PPROVAL I TO BE REVIEWED BY BUILDING OFFICIAL i 1- I 6 MAX 6- MAX X X FINLESS S FLANGE INSTALLATION WITH HOOK STRIP WITH STANDARD -SILL WITH 250' & 3112' SILL EXTENDERS DESIGN PRESSURE RATING. IMPACT RATING +15.0%55.OPSF LARGEAND SMALL MISSILE IMPACT DESIGN PRESSURE RATING IMPACT RATING ±55.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D, WIND .ZONE 3 MISSILE LEVEL D, WIND ZONE 3 WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE EATER PENETRATION RESISTANCE IS REQUIRED WITH STANDARD SILL, 2 518'& 3110 SILL EXTENDERS NOTES: 1. MAXIMUM PANEL SIZE.,46518"x-931/2" 2. MAXIMUM D.L.O.: 40 &B'x 8S U7' DESIGNPRESSURER4TING IMPACTRATING ±55.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 3 WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED 2 PER PANEL B"FROM EACH END OF 607 BLE PANELAT LOCK STILE, 39" FROMTHE REV{S10N5 REV DESCRIPTION DATE APPROVED ---------� I HOOK STRIP (1) ANCHOR PER LOCATION SEE CHART #1, #2 & #3, I SHEET 2 FOR I NUMBER OF I LOCATIONS I I I I I POCKET UNDER I SEPARATE APPROVAL I TO BE REVIEWED BY I BUILDING OFFICIAL I I I I ---------- PER LOCATION. SEE CHART #1, #2 & FOR NUMBER OF LOCATIONS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDII GLASS DOOR — IMPACT RZ. I OB-03OB6 SCALE NITS I DATE 04/13/17 1 SHEET3 OF 24 L ROBERTO LOMAS P.E. I432 N47ODFORD RD LEMSVILLE NO 27023 434-688.0609 r1tomas@h1o=sjmcom SIGNED: 06/14/2017 \6 1R I I �IO/z��i ,* 0,,ffj?61* p ; STAT rE OF •�� O• �i Luis R. Lomas P.E. FL No.: 52514 r b " Kim Ifflm --,I I ::Me, PIIIX (XIIIP OPPOSITE) OPPOSITE)POCKET POCKET POCKET PIXXIP S ■ ` Milk—_��M ■ REVISIONS I REV I DESCRIPTION I DATE I APPROVED I ■ ' • ,,Mfg. .�_�« ■ PIN (XIIP OPPOSITE) LAYOUTS SHOWN AS REFERENCE ONLY. PANELS MAY BE MIXED & MATCHED AS NECESSARY MI WINDOWS AND DOORS LLC 650 WEST MARKET. STREET GRATZ, PA 17030 SERIES 1.20/130/140 ALUMINUM S1.64 GLASS DOOR — IMPACT PLAN VIEWS DRAWN: DM NO. REV. R.S. 08-03D86 — Sa'LE NTS I DATE 04/13/17 1 SNEET4 OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NO 27023 SIGNED: 06/14/2017 936E OF •ig i��'PFSS/�OR10��G�j'�� Luis R. Lomos P.E. FL No.: 62514 % WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS G /R" MIN. 1STANCE MIN. AENT I 4x 4CE ,^,REW REVIM,&s REV DESCRIPTION DUE I APPROVED 1 3/8- MIN. EMBEDMENT 5/8- MIN. EDGE DISTANCE 1 /4° MAX. SHIM 'SPACE #14 WOOD J SCREW WOOD FRAMING V::i�: OR 2X BUCK 'EAIOR BY OTHERS NOTES: I 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEAL'ANTBYOTHERS TOBE BACKER ROD DESIGNED IN ACCORDANCE WITH ASTME2112 & APPROVED SEALANT JAMB INSTALLA WO0DFA4MING_OR2X #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. FSHIM SPACE MI WINDOWS AND DOORS LLC MIN EMBEDMENT 650 WEST MARKET STREET GRATZ PA 17030 5/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 120/1'30/140 ALUMINUM SLIDING GRASS 'DOOR — IMPACT 2 TRACK FINLESS INSTALLATION DETAILS DM NO. 08-03086 NTS — 04/13/17 1SREE15 OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434.66B•0609 dlnmas@rWmospe.w. INTERIOR EXTERIOR SIGNED: 0611412017 C//Z/�i . 11 i 9�1% o,.B1251 �t QTTA(FTllccE OF .ss Q R� I�G\# Luls R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT 5/B" MIN, EDGE DISTANCE REVISIONS DESCRIPTION I DATE I APPROVED 1/4" MAX. SHIM SPACE INTERIOR. SHIM SPACE MIN. EDGE DISTANCE #14 SMS OR SELF DRILLING / SCREW J// #14 SMS OR SELF DRILLING EXTERIOR SCREWS INTERIOR METAL -� NOTES: STRUCTURE I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BY OTHERS NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE BACKER ROD DESIGNED IN ACCORDANCE WITH ASTM E2112 &APPROVED JAMB INSTALLATION DETAIL SEALANT METAL STRUCTURE INSTALLATION #14 SMS OR SELF�RILCIN SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. F SHIM SPACE 1 METAL STRUCTURE 5/8" MIN. BY OTHERS EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET \\01111111/,/Z ``��J\S !' L 0,1 ",,,� GRATZ; PA 17030 J�.•.4�GENSF9�r�G ,•51A *= SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT i.a 4 2 TRACK FINLESS INSTALLATION DETAILS • S�I�!0,{;�E OC ��o TAT F �0, �� °�C.•;�CQR1aP DRAWN: DWG NO. REV 08 //ol1111110�G``` Luis R. Lomas P.E. FL No.: 62514 SCALE NT5 DATE 04/13/17 SHEE166 OF 24 L ROBERTO LQUAS P.E. f432 WOODFORD RD LEWISWUE. NO 27023 434-688-0609 rflomes@fd=Bspe.c 2 3/16 MIN 1 7/8" MIN: SEPARATION EDGE DISTANCE 1 CONCRETE/MASONRY .. a .•, e.. - BY OTHERS' e� �•: 1 1/4" MIN. •a• - EMBEDMENT OPTIONAL 1X BUCK---,., a SEE NOTES 3 — 7 • e I SHEET 1 BACKER ROD 1/4" MAX. & APPROVED I 1 SHIM SPACE SEALANT 1/4" TAPCON EXTERIOR I I III I I 111 INTERIOR Gb lil �F FilSILL ■ IAI TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD 1/4• MAX. do APPROVED SHIM SPACE SEALANT — OPTIONAL 1X BUCK e • �. 1 1/4" MIN SEE NOTE 3 — 7 EMBEDMENT SHEET 1 A•' .a . 1 CONCRETE/MASONRY ' BY OTHERS 2 3/16' MIN 1 7/8 MIN SEPARATION - EDGE DISTANCE VERTICAL CROSS SECTION CONCRET'EMASONRY INSTALLATION REVISIONS I ary I oESCRIPnDN 1 DATE I APPROVED 1 1 /4" MIN. EMBEDMENT 1/4" MAX; SHIM SPACE 1 7/8" d •° INTERIOR MIN. EDGE DISTANCE • a 2 3/16' MIN ' SEPARATION ' '• EXTERIOR b.. OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET 1 1/4" TAPCON-.. : .'� CONCRETE/MASONRY a BY OTHERS BACKER ROD & APPROVED NOTES: Y. 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: 0611412017 MI WINDOWS AND DOORS LLC \\\, 1� Il Coi,,�� 650 WEST MARKET STREET GRATZ, PA 17030 • `\�J\ .••. �.,•�\GEN"•9s� SERIES 120/130/140 ALUMINUM SLIDING —*• p,.�Z61 *= GLASS DOOR - IMPACT = , 2 TRACK FINLESS INSTALLATION DETAILS �� : TA7E OF ; DRAWN: DWO NO. REV R.S. OB—�03E0B6 — DAZE SCALE NTS 04/13/17 7 OF 24 ONAj10�\�� L ROSERTOLOIMSP.E W32 WOODFORD RD LEWISVILLE, NC27023 Luis R. Lomas P.E. FL No.: 62514 4.W-668-0609 illamas(plrlomaape.com WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS REV DESCRIPTION DATE I APPROVED 1 3/8" MIN. EMBEDMENT 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR-2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE 1 3/8" MIN EMBEDMENT 5/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK 'INSTALLATION 1/4" MAX. I� SHIM SPACE INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET PA 9J+�� GRATZ, 17030 •��GENS� SERIES 120/130/140 ALUMINUM SLIDING*�• GLASS DOOR -IMPACT /�Gp,,6�61�1' #= =,o-J�� 3 TRACK FINLESS INSTALLATION DETAILS OF , �� • STATE OF DRAWN: DWG NO. - REV %C)'nF�:c�OR10P 08-503 86 — �YONA SCALE PATE NTS 04/13/17 8 OF 24 11� L. ROBERTO LOMAS P.E. 1432WOODFORD RD LEWISVILLE, NO 270P.3 LuIS Is NOLomas P.E. R. 62514 4N-6884609 r11am8S@1do Wpe.rortl .: 0 METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT 5/8" MIN. EDGE DISTANCE I4" MAX. IM SPACE SMS OR DRILLING N I NOTES: 1. INTERIORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 #14 SMS OR SELF DRILLING SCREW SILL TO BE SET 1N A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE I METAL c STRUCTURE 5/8" MIN. BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION e REV610N5 REV DESCRIPTION DATE APPROVrD ,{ 1/4" MAX. �I SHIM SPACE II 5/8" MIN. EDGE DISTANCE I ' 14 SMS OR SELF DRILLING SCREWS / METAL J STRUCTURE BY OTHERS BACKER ROD & APPROVED INTERIOR EXTERIOR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0611412017 AND LLC MI WINDOWS650 STREET WEST MARKET GRATZ, PA 17030 .�••��G N S�.•S ` SERIES 110/130/1'40 ALUMINUM SLIDING GLASS DOOR — IMPACT- _*• oy6j261 �t= 3 TRACK FINLESS INSTALLATION DETAILS TAT E OF DRAWN: DWC NO. - REV �i4��iS' 'cCORIOQ; 08 503E066 — .//,ONl1`1Ea��0 SCALE DATE NTS 04/13/17 9 OF 24' L ROBERTO LOMAS P.E. 1432WOODFORORDLEVASVILLEN027023 Luis R. Lomas P.E. FL No.: 62514 4 7/16"` MIN 1 7/8" MIN. _ SEPARATION EDGE DISTANCE CONCRETE/MASONRY BY OTHERS e 1 1/4"MIN. ° EMBEDMENT OPTIONAL 1X BUCK ° a •.a SEE NOTES 3 — 7 —� SHEET 1 BACKER ROD 1 APPROVED �-� SHIM SPACE yPC& SEALANT _ "— 1/4" TAPCON REVISIONS DESCRIPTION DATE I APPROVED 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 1 7/8' INTERIOR MIN. EDGE DISTANCE ..... a . NOTES: EXTERIOR 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 4 7/ 16" 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE MIN • V ' •, DESIGNED IN ACCORDANCE WITHASTM E2112 SEPARATION INTERIOR �,'°, •. EXTERIOR 1/4" TAPCON r SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE SEALANT OPTIONAL 1X BUCK °° • 1 1/4" MIN SEE NOTE 3 — 7 a ` ° • . ° ; _ : , EMBEDMENT SHEET 1 08 a CONCRETE/MASONRY ' BY OTHERS 4 7/16" MIN ~ 1 7/8" MIN SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1/4" TAPCON CONCRETE/MASONRY J ° �— BY OTHERS BACKER ROD & APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES ' 3-7 JAMB INSTALLATION DETAIL SHEET 1 CON CRETE/MASONRYINSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC ft.. L/0 WEST `\\\J\S GRATZ,. PA 17030 ` \r,•v�GENSF,tS�� SERIES 120/130/140 ALUMINUM SLIDING _ ir�-/�1 0 51 GLASS DOOR"- IMPACT r pti�f4t2 �f fa»tBt� 3 TRACK FINLESS INSTALLATION DETAILS �G TAT OF �` • �� F<0R10P•\�� DRAWN: 'OWG.No. REV 08SOEEr80OF �ONAL1�a�\\\\ scALENTS Dare 04/13/17 24 Luis R. Lomas P.E. L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-668-0669 rUamas@lfbmaspe m 'WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR RE:V06NS REV DESCRIPTION 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE r 5/8" MIN. 1;4 EDGE DISTANCE W #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Elf 12 #14 WOOD SCREW SILL TO BE SET ( i IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED SEALANT 1/4" MAX. SHIM SPACE I 1 3/8" MIN EMBEDMENT WOOD FRAMING OR 2X BUCK 5 8 MIN BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION DATE. I APPROVED INTERIOR EXTERIOR BACKER ROD J JAMB.INSTALLATION DETAIL & APPROVED WOOD FRAMING OR2X BUCK INSTALLATION SEALANT SIGNED: 0611412017 IINDOWS ANDDOORS MI WINDOWS 7LLC WEST MARKET \ :NN E NS�.9iP� GRATZ, PA 17030 \, . ,G SERIES 120/130/140 ALUMINUM SLIDING _ ir• 0,251 GLASS DOOR — IMPACT 4 TRACK FINLESS INSTALLATION DETAILS ��0 • TAT OF DRAWN, Dxo No. REV 08 03 85 SCALE DATE NTS 04/13/17 11 OF 24 L. ROBERTO LOIJASP.E' 1432 WOODFORD RD LEWISOUE, NO 27023 LUIS R. Lomas P.E. FL NO.: 62514 434-588-0609 17lonw@L(omaspe.com _ METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT METAL STRUCTURE BY OTHERS 5/8" MIN. EDGE DISTANCE 5/I8" MIN. I4" MAX. , EDGE DISTANCE IM SPACE J� SMS OR DRILLING #14 SMS OR N SELF DRILLING SCREWS / METAL J STRUCTURE 1 BY OTHERS NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 14 SM OR D STGRED?ACCOROANCEWfTH�S7ATE2112 SELF DRILLING SCREW SILL TO BE SET IN A BED OF REVISIONS. DESCRIPTION 1/4" MAX. SHIM SPACE II / DATE I APPROVED INTERIOR EXTERIOR APPROVED SEALANT BACKER ROD J JAMB INSTALLATION DETAIL 1 /4" MAX. _F SHIM SPACE 7 I J 5/8' MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION & APPROVED METALSTRUCTUREINSTALLATION SEALANT SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET `\��a11111III�, `��J�S R.L04f9 i GRATZ, PA 17030 ` ;••��GENSF •s SERIES 120/130/140 ALUMINUM SLIDING *�•/�1 51 GLASS DOOR - IMPACT 4 TRACK FINLESS INSTALLATION DETAILS �y0 , TAT OFDRAWN,y on �• REV R • tug: �i�FSs�tOR10 0G`��\ R.S. OB-03086 //77101I1A111��\\ 5CCENTS DAB 04/13/17IL SHEET 12 OF 24 L.R08ERTOLOM4SP,E 1432 WOODFORDRD LEtMSVILLE, NO 27023 -Luis R. Lomas P.E. FL No.: 62514 OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT OPTIONAL, IX BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS REVISIONS 4 ,7/16" MIN' 1 7/8" MIN. SEPARATION +06GEDISTANCE 1 REV DESCRIPTION •.a . ...a° :. •' a 1/ 1 1 4MIN. 4" MAX. " °• ; •� c '• 1 1/4" MIN. EMBEDMENT SHIM SPACE 'a. EMBEDMENT ° a ° n. a.4 1N. MIN. e • •- " °' EDGE DISTANCE ► • •v .: .. 1 /4' MAX. SHIM SPACE 1 ° 1/4" TAPCON 4 7/16" MIN SEPARATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, ° • ° NOT SHOWN FOR CLARITY. 2. PERIMETERANDJOINT .SEALANTBYOTHERS TOBE EXTERIOR DESIGNED IN ACCORDANCE WITH AsTM E2112 1NTEAIOR , 1/4" TAPCON 1/4" TAPCON SILL TO BE SET ( IN A BED OF APPROVED SEALANT 1/4„ MAX. SHIM SPACE °� •• y6. ••- -a 'n . n _ .•.° : , a• 1 1/4" MIN °i < •' EMBEDMENT - • •. a �' .. 4 7/161* MIN 1 7/6" MIN SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION DATE I APPROVED INTERIOR EXTERIOR CONCRETE/MASONRY BY OTHERS ° ' BACKER ROD & APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTE 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEIMASONRYINSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC ��111u11rp�� 650 WEST 'p RATZ,MPAKET 17030REET `�\�J�S�pEN,9*. : SERIES 120/130/140 ALUMINUM SLIDING —*• 0 51 *= GLASS DOOR — IMPACT 4 TRACK FINLESS INSTALLATION DETAILS . TAT OF tp DRAWN: DWG NO. - REV %D�sSCALEDATE oa—�oos6 sNTS 04/13/17 13 OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC27023 LI11S R. Lomos P.E. FL No.: 62514 4V488.0609 +9omasC'Gfomarpe.wII WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT 3" MIN. DISTANCE MIN. GENT NAX. PACE SCREW REVISIONS REV DESCRIPTION DATE I APPROVED 1 3/8" MIN. EMBEDMENT 5/8" MIN. EDGE DISTANCE #14 WOOD —Y SCREW WOOD FRAMING OR 2X BUCK INTERIOR BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE BACKER ROD DESIGNED IN ACCORDANCE WITH ASTM E2112 & APPROVED SEALANT — #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION ► 1 3/6' MIN EMBEDMENT MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 - _ _ SERIES 120/130/140 ALUMINUM SLIDING WOOD FRAMING GLASS DOOR — IMPACT OR 2X BUCK BY OTHERS 5/$" MIN VERTICAL CROSS SECTION EDGE DISTANCE 2 TRACK FLANGE INSTALLATION DETAILS DRAWN: awc NO. WOOD FRAMING OR 2X BUCK INSTALLA77ON R.S. OB-03086 SCALE NTS I DATE 04/13/17 SHE714 OF 24 L ROBERTO LO.'dAS P E. 1432 WOODFORD RO LEWISVILLE; NO 2=3 434-68610609 flbmas@rrlom pe.com SIGNED: 06/1412017 \\5111�1 I I LIO Yi, 00y� 51• STATE OF : QZ RZORMV" 'A� Luis R. Lomas P.E. FL No.: 62514 5/6" MIN. EDGE DISTANCE METAL J STRUCTURE BY OTHERS 1 BACKER ROD 1/4" MAX. 5/8" & APPROVED SHIM SPACE MIN. SEALANT EDGE DISTANCE 014 SMS OR SELF DRILLING SCREW #14 SMS OR SELF DRILLING Ll hrk�_-4-w- SCREWS EXTERIOR INTERIOR METAL — 6 NOTES: STRUCTURE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE BACKER ROD DESIGNED INACCORDANCEWITH ASTM-E2112 & APPROVED SCREW SILL TO BE SET IN A BED OF II /II APPROVED SEALANT REVSONS DESCRIPRON DATE I APPROVED _ 1/4" MAX. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION BACKER ROD E I I I II I & APPROVED U uU SEALANT 1/4" MAX. F SHIM SPACE SIGNED: 06/14/2017 MI ssoDOWr MARKET DOOR LLC , J\S P. I ILr0 // STET GRATZ, PA 17030 v,•4VGENS�-,cP�� SERIES 120/130/140 .ALUMINUM SLIDING , *• 0, �251 METAL GLASS DOOR —IMPACT =:.a �t STRUCTURE 0, 2 TRACK FLANGE INSTALLATION DETAILS -�-A , TAT OF BY OTHERS 5/8" MIN. ivy VERTICAL CROSS SECTION EDGE DISTANCE DRAWN: DWDNO. REV i��Fs,CORIaQ:G�� METAL STRUCTURE INSTALLATION sRcASi[. �� 08 50 86 4��s pNA 11�?��` NTS 04/13/17 15 OF 24 L. ROBERTO LOMAS P.E: LU1S R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 FL No.: 62514 2 3/16"- MIN 1 7/8" MIN. SEPARATION EDGE DISTANCE CONCRETE/MASONRY 4A BY OTHERS a . ,. 14. . a e4• 1 1/4" MIN, OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1 �I BACKER ROD 1/4" MAX J & APPROVED nn SHIM SPACE SEALANT III I 1/4" TAPCON INTERIOR EXTERIOR SILL TO BE SET oIN' A .BED OF MTAIlCON APPROVED SEALANT BACKER ROD1/4" MAX. & APPROVEDSHIM SPACE SEALANT OPTIONAL_lX BUCK SEE NOTE 3 - 7 '• • - 4 1 1/4" MIN SHEET 1 q;, - EMBEDMENT a a • CONCRETE/MASONRY '' �'• ' • " • dam.. . ' • y BY OTHERS 2 3/16" MIN 1 7/8" MIN SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETERJASONRY INSTALLATION REVISIONS I' RM I DESCRIRTION I DATE I APPROVED 1 1/4" MIN. EMBEDMENT 1/4" MAX. I SHIM SPACE 1 7/8" MIN. a °' EDGE DISTANCE > • -.� .: .. 'v 2 3/16" e MIN SEPARATION 1/4" TAPCON CONCRETE/MASONRY •'°. BY OTHERS INTERIOR EXTERIOR OPTIONAL 1X BUCK BACKER ROD SEE NOTE 3 - 7 & APPROVED SHEENSEALANT JAMB INSTALLATION DETAIL CONCREfE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE IMTH ASTM E2112 SIGNED: 0611412017 MI ssoWINDOWS AWEST RDEDOOR ETRS LLC ST GRATZ, PA 17030 `\\\0 R11�09��i ��,••'\rENSFmod+ SERIES 120/130/140 ALUMINUM SLIDING o,@1251 *= GLASS DOOR — IMPACT— �� 2 TRACK FLANGE INSTALLATION DETAILS S �� . TAT OF S ;o[ OR10Q; '�i7S1lOfNAf10?\\`\ DRAWN: R.S. DWD N0. 08:s003 86 REV — DATE WALENTS 04/13/17 16 OF 24 L ROSERTOLOMAS P.E. 1422 MODFORD RD LEWISVILLE, MC27023. 434-668-0609 dlomaspklomaspe.crom Luis R. Lomas. P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT REVISIONS I4EV DESCRIPMN I DATE MPROVED 1 3/13" MIN. EMBEDMENT 5/B" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR NOTES: 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 E2172 #14 WOOD SCREW { ILTO BE SET NA BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE i WOOD FRAMING OR 2X BUCK 5/8" MIN BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD J & APPROVED SEALANT JAMB INSTALLATION DETAIL -WOOD FRAMING OR 2X BUCK INSTALLATION 1 3/6" MIN MI WINDOWS AND DOORS LLC EMBEDMENT 650 WEST MARKET STREET GRATZ PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT 3 TRACK FLANGE INSTALLATION DETAILS DRAWN: DWO NO. R.S. 08-03086 SG1LE NTS JDATE .04/13/17 sNEET 17 OF 24 L. ROBERTO LOMASP.E. 1432 WOODFORD RD LEWISVILLE, NC27023 434-669-0609 r0amasOlrbmaze-tom SIGNED: 0611412017 \\\\J\5ti1R L I IO Z �,••��GENS�'9�1�� *� u 5*� .03. TAf F `''0�''c[OR10P• �Z': 11NA 11NG\`\\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT 5/8" MIN. EDGE DISTANCE t•" MAX. A SPACE MS OR )RILLING NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 #14 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE 1 METAL STRUCTURE 5/8" MIN. BY OTHERS EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION , REVISIONS REV DESCRIPTION DATE APPROVED 1/4" MAX. SHIM SPACE 5/T-� MIN. EDGE DISTANCE 1 #14 SMS OR J SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 WEST MARKETSTREET GRATZ, �ENO�9/��i SERIES 120/130/140 ALUMINUM SLIDING _*• o„6051 *= GLASS DOOR — IMPACT — (�(4F - 3 TRACK FLANGE INSTALLATION DETAILS. STATE OF ; DRAWN: DWG NO. REV ��'�F•; ZORIOP• �� 0E-030136 SCALE DATE NTS 04/13/17 18 OF 24 L ROBERTO LOIAAS P.E. 1492WOODFORDRDLEWISVRLE,NC27023 Luis R. Lomas P.E. FL No.: 62514 4 7/16" MIN 1 7/8" MIN SEPARATION EDGE DISTANCE (— CONCRETE/MASONRY ae• ° ° BY OTHERS ° a' ° :' 1 1/4" MIN. ° 'a. _. 4. • .. EMBEDMENT OPTIONAL 1X BUCK .•4 ` ' SEE NOTES 3 - 7 SHEET 1 RODJ"l 1/4" MAX. BACKER & APPROVED �n n�1n SHIM SPACE SEALANT ffllL� oD JJ1l1l l ^ I EXTERIOR 1/4" TAPCON RLv�solus DESCRIPTION DATE I APPROV0 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE e 1 7/8" 1ZLNIERIll MIN a. •>�- °' EDGE DISTANCE > - •.v •: .. 9 • .d NOTES: r EXTERIOR 1. INTERIOR AND EXTERIOR FINISHES; BYOTHERS, NOT SHOWN FOR CLARITY. 4 7/ 16" 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE MIN DESIGNED IN ACCORDANCE WITHASTM E2112 SEPARATION INTERIOR 1/4" TAPCON rfSILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD I I� I{U 1 4"MAX, & APPROVED SEALANT L—JIJ SHIMSPACE - --OPTIONAL-1X BUCK SEE NOTESHEET 1 ! ..a e' "° d ae ' 7 1/4 MIN '4 °' ;. EMBEDMENT CONCRETE/MASONRY 4 7/1'6" MIN 1 7/8" MIN BY OTHERS SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION o:a TAPCON v•'..------------- CONCRETE/MASONRY e • BY OTHERS BACKER ROD OPTIONAL 1X BUCK & APPROVED SEE NOTE 3 - 7 SEALANT SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SIGNED: 0611412017 MI WIN650DOWS DOORSLLC I li►O/// WEST MARDEf STREETJit GRATZ, PA 17030 `ter •��G$NS••9iP�� SERIES 120/130/140 ALUMINUM SLIDING = *• kilo, 61 GLASS DOOR - IMPACT _ 3 TRACK FLANGE INSTALLATION DETAILS S9 �Q°� STATE OF ;Avz DRAWN: DWG NO. REV/�'c�s R1�P G\� 3c 08 -30 8 ////S/o111111110?\\\\ NTS DATE 04/13/17 SHEET 9 OF 24 L. ROBERTO LOMAS P.E. 1432 WOODFORD.RD LEWISV/LLF NC27023 Luis R. Lomas P.E. FL No.: 62514 434-688,0609 r9om sCafrl=aspe.cm WOOD FRAMING OR 2X BUCK -BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR c 1.11 MIN. ISTANCE MIN. �1E�JT ;REW 1 3/8" MIN. EMBEDMENT 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIORFINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS DESCRIPTION 1/4" MAX. SHIM SPACE DATE I APPROVED INTERIOR EXTERIOR #14 WOOD SCREW SILL TO BE SET I IN A BED OF APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL & APPROVED WOOD FRAMING OR2XBUCK INSTALLATION BACKER ROD SEALANT & APPROVED SEALANT 1/4" MAX. - SHIM SPACE SIGNED: 0611412017 —�--i MI WINDOWS AND DOORS LLC ��111111rr�I�T R. L /i�� 1 3/8" MIN EMBEDMENT \��\'5 0 650 WEST MARKET STREET ��J�••BEN.4iy�. GRATZ, PA 17030 �., SF v� ,s SERIES 120/130/140 ALUMINUM SLIDING _ *• 0,.�251 *= GLASS DOOR -IMPACT -0(�(�` WOOD FRAMING 5/8" MIN 4 TRACK FLANGE INSTALLATION DETAILS ;;-;a• TAT OF tv� R 2X BUCK 0BY OTHERS VERTyy0p0FRAMCAL EDGE DISTANCE DRAIN: R� /O, 03 MINGORZOBUCKINS ISS NSTALLATION - 66�\ R.S. - 08 50�OB6 ss�- 1-NAL wtE 04 S LECA NTS /1 /17 20 F 0 24 L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEINSVILLE. NC 27023 FL No.: 62514 1 ME STRUCTL BY OTHE BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT rGE MIN. EDGE DISTANCE i 5/B. MIN. EDGE /4" MAX DISTANCE IM SPACE 1� SMS OR DRILLING #14 SMS OR N SELF DRILLING SCREWS METAL STRUCTURE 1 BY OTHERS NOTES: 1 INTERIOR.AND-EXTERIORflNISHES, BY-0THEAS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE #14 SMS OR DESIGNED INACCORDANCE WIT74 ASTM E2112 SELF DRILLING SCREW r SILL TO BE SET (� IN A BED OF METAL STRUCTURE 5/8" MIN. BY OTHERS EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVISIONS .I I_ 1/4" MAX. I I SHIM SPACE DATE I APPROVED INTERIOR I EXTERIOR APPROVED SEALANT BACKER ROD J JAMB INSTALLATION DETAIL 1 /4" MAX. F SHIM SPACE �l I & APPROVED METAL STRUCTUREINSTALLATION SEALANT SIGNED: 0611412017 MI WINDOWS AND DOORS LLC `\\,51R Ht///,/j�// 650 WEST RA Z, PAK17030ET REET `w�ENS?ly��' SERIES 120/130/140 ALUMINUM SLIDING = *�•/� 0y, C�61/f *= GLASS DOOR — IMPACT ��+GsrirtAC'<` 4 TRACK FLANGE INSTALLATION DETAILS �yD • STATE OF DRAWN: Dw0 NO. 08—S03OB6 REV�'cFS:;[OR1�P•��Z'�� E21 S/ONA ` 1�a scALE NTS 04/13/17 OF 24 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NO 27023 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rilomas@ldomaspe.com OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD — & APPROVED SEALANT BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK - SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS EXTERIOR 4 7/16" MIN 1 7/MM8" MIN. REVISIONS SEPARATION EDGE DISTANCE REV DEPTION DATE A°PRDVED 4 I 1 1'/4" MIN. 1/4' MAX. 1 1/4" MIN. EMBEDMENT SHIM SPACE •a. - EMBEDMENT 1 7/B" INTERIOR MIN. e ° EDGE DISTANCE v • a ;: .. 1 /4" MAX. SHIM SPACE I ° 1/4" TAPCON ° • °° EXTERIOR 4 7/16" MIN e NOTES: SEPARATION ° 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. a •'° ' 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 INTERIOR 1/4" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT 11 I{U I II_Ju L_J j I 1/4" MAX. U LJ I`j JI � SHIM SPACE 112 1 1/4 4. " MIN EMBEDMENT <• •� : .. 4 7/16" MIN 1 7/8" MIN rl SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1 4 TAPCON ° CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK BACKER ROD SEE NOTE 3 — 7 & APPROVED SHEET 1 SEALANT JAMB INSTALLATION DETAIL CONCRETSMASONRY INSTALLATION SIGNED: 0611412017 MI C 665NDOWS0 WEST M RKE STREET GRATZ, PA 17030 R!IL10 �,••��GENS�.•'p ` SERIES 120/130/140 ALUMINUM SLIDING *• 0 1j9= GLASS DOOR -IMPACT ~ o �ArTe Yt�' ATEE OF 4 TRACK FLANGE INSTALLATION DETAILS �2Do • I. DRAWN: DWG N0. REV �i�'4FS''t0R10" DB 86 SCALE SNEET NTS DATE 04/13/17 22 OF 24 L ROBERTO LOMAS AE Luis R. Lomas P.E. 1432 WOODFORD RD LEMSVILLE, ND 27D23 434-688-0609 illomas@1domaspe.rnm FL No.: 62514 REVISIONS B" MIN. 1 3/8' MIN. REV DESCRIPTION DATE APPROVED 1 3 / EMBEDMENT EMBEDMENT NOTES: WOOD FRAMING #14 WOOD WOOD FRAMING 1. INTERIOR AND NOTSHOWNFOR CLARRIORFINISHES, BYOTHERS, 14 WOOD OR T BUCK SCREW OR 2X BUCK # BY OTHERS BY OTHERS D SIGNPERIMETERAND JOINT SEALANT ASTM E211 OTHERS BE SCREW DESIGNED INACCRDANCEW?H ASTM E2112 5/8" MIN. 5/8" MIN. EDGE DISTANCE HOOK STRIP EDGE DISTANCE HOOK STRIP INTERIOR INTERIOR PANEL INTERLOCK PANEL INTERLOCK EXTERIOR EXTERIOR HOOK STRIP (M-2533) INSTALLATION HOOK STRIP (M-2534) INSTALLATION 2X BUCK/WOOD FRAMING 2X BUCWWOOD FRAMING - METAL—STRUC-TURF METAL—STRUCTUR BY OTHERS BY OTHERS #14 SELF DRILLING #14 SELF DRILLING SCREW SCREW 5/8" MIN. 5/8 MIN. EDGE DISTANCE EDGE DISTANCE HOOK STRIP SIGNED: 06/74/2097 �L HOOK STRIP INTERIOR INTERIOR MI WINDOWS WEST AND RDEDOOR LLC `\\\\\5111�I�1L10g�,i'/ PANET EL INTERLOCK PANEL INTERLOCK GRATZ, PA 17030 v •��CENS�.9J+�� SERIES 120/130/140 ALUMINUM SLIDING = *• 0 61 # GLASS DOOR IMPACT _.o �( ` HOOK INSTALLATION OF DETAILS ��o , TAT DRAWN: m NO. RLv i0'�F•'P<0R10Q- EXTERIOR EXTERIOR SCALE DATE 08 s03 86 //lSS/ONA 11��G`\\ HOOK STRIP (M-2533) INSTALLATION HOOK STRIP (M-2534) INSTALLATION NTS 04/13/17 23 OF 24 METAL STRUCTURE METAL STRUCTURE L.ROSERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC270M FL No.: 62514 434-668.0E09 trlomas@1 bwspe.rom e.� 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE 1X BUCK BY OTHERS, ` PROPERLY SECURED 1X BUCK TO BE a - PROPERLY SECURED r MASONRY/CONCRETE 1/4" TAPCON - 1/4" TAPCON BY OTHERS • HOOK STRIP HOOK STRIP 1 3/4" MIN. s EDGE DISTANCE a• INTERIOR INTERIOR �1 I I _ r PANEL INTERLOCK EXTERIOR NOOK STRIP (M 2533) INSTALLATION MASONRY/CONCRETE 1 1/4" MIN. EMBEDMENT. 'v a. a MASONRY/CONCRETE BY OTHERS 1 3/4" MIN. •p • EDGE DISTANCE PANEL INTERLOCK EXTERIOR HOOK STRIP (M-2534) INSTALLATION R 1 1/16' " AN ,100" HP 3/16" INTER 3/16" TEMP-- 3/16N PVB BY EASTMAN GLAZING DETAIL --� i RE REV I DESCRIPTION VISIONS DATE I APPRmD I 3 3 112" SILL EXTENDER ALUMINUM 6063-T5.062' THICK r-r3/4" fl 1 2 5/B" 2 518" SILL EXTENDER ALUMINUM 6063-T5.062"THICK SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 MPAK17030ET REET `%okILIIII/j// �J��:;GEN O'4j9Ji�i� RATZ,WEST ; SERIES 120/130/140 ,ALUMINUM SLIDING _ o .VO-F GLASS DOOR —IMPACT _ o �( GLAZING AND SILL RISER DETAILSO•. TAT �` REV • i��FS'�COR10Q: DRAWN: owD No. 08 ME NTS 6°� 04/13/17 5"E�T-03086 24 OF 24 0111NAIl1�?\\\\ L.ROBERTOLDMA6P.E. 1432 WOODFORD ROLEWISVILLE, NC27023 LU1S R. Lomas P.E. FL No.: 62514 434-688-0609 rf amas@ftmaspacam 4/18/f"17 Florida Building Code Online SCANNED * }� ,SP�Fl1�iuiem� BY t it , O'No 6 a Cowty �tiC6� BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts j Publications j FBC Staff I BCIS Site Map { Links L sSearch Florida p." �Al Product Approval USER: Public User Product Approval Menu > Product or Application Search > ADDlication List > Application History > Application Detail FL # FL7630-R5 x P Application Type Revision Code Version 2014 Application Status Approved 9619 Knollwood Lane, Ft Pierce Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who devel the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Meadowood Unit Five -Lot 7 GHO Meadowood Corp. Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Rick Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LJ Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan]. King, P.E. , Validation Checklist - Hardcopy Received FL7630 R5 COI Certificate Of Independence.pdf Standard AAMA/W DMA/101/I.S.2/A440-05 ASTM E1886 ASTM E1996 ASTM E330 1 V v Year 2005 2002 2002 2002 hftps:/Avww.floridabuilding.org/pr/pr nDpxTVmcZflJ1... 1/4 R. 4/18/2617. Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted 01/31/2015 Date Validated 02/02/2015 Date Pending FBC Approval 02/06/2015 Date Approved 04/15/2015 Date Revised 06/13/2015 Summary of Products FL ! Model, Number of Name Description 763�.1 a. "FlberClassic", " moothStar", 8'0 "Impact" Glazed Fiberglass Single Door - Inswing or "ClassicCraft" and 'ClassicCraft Outswing configuration (X) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R5 II Inst 7630.1.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 7630.1 for Design Pressur Ratings, any FL7630 R5 AE EVAL 7630.1.1)df additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 7630.2 b. "FiberClassic", "S oothStar", "ClassicCraft" and " IlassicCraft Rustic" 8'0 "Impact" Glazed Fiberglass Single Door with sidelite - Inswing or Outswing configuration (OX or XO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R5 II Inst 7630.2.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 7630.2 for Design Pressure atings, any FL7630 R5 AE EVAL 7630.2.odf additional use limitations, installation instruct! ns and Created by Independent Third Party: Yes product particulars. 7630.3 c. "FiberClassic", "S oh5tar", "ClassicCraft" and "ClassiotcCraft Rustic" 8'0 "Impact" Glazed Fiberglass Single Door with sidelites - Inswing or Outswing configuration (OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R5 II Inst 7630.3.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 7630.3 for Design Pressure atings, any FL7630 R5 AE EVAL 7630.3.odf additional use limitations, installation instructio s and Created by Independent Third Party: Yes product particulars. 7630.4 d. "FiberClassic", "Sm othStar% 8'0 "Impact" Glazed Fiberglass Double Door - Inswing or "ClassicCraft" and "Cl ssicCraft Outswing configuration (XX) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R5 II Inst 7630.4.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 7630.4 for Design Pressure Ratings, any FL7630 R5 AE EVAL 7630.4.pdf additional use limitations, Installation instruction and Created by Independent Third Party: Yes product particulars. 7630.5 e. "FiberClassic", "SmopI thStar", 8'0 "Impact" Glazed Fiberglass Double Door with sidelites - "ClassicCraft" and "Clasls!cCraft Inswing or Outswing configuration (OXXO) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R5 II Inst 7630.5.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/A Evaluation Reports Other: See INST 7630.5 for Design Pressure Rat ngs, any FL7630 R5 AE EVAL 7630.5.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 7630.6 f. "FlberClassic", "Smoot Star", 8'0 "Impact" Glazed Fiberglass Single Door utilizing Hoppe "ClassicCraft" or "Class! Craft Multi Point lock - Inswing or Outswing configuration (X) https://www.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgsrGs9v�ZHHs30VFES3QxSGPO17EfDkJdzZKQHXaNA%2fPvH4JnDpxTVmcZflJl... 214 4/18/2017 Florida Building Code Online Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R5 II Inst 7630.6.Ddf 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 7630.6 for Design Pressu a Ratings, any FL7630 R5 AE EVAL 7630.6.pdf additional use limitations, installation instru tions and Created by Independent Third Party: Yes product particulars. 7630.7 g. "FiberClassic", " moothStar", 8'0 "Impact" Glazed Fiberglass Single Door with sidelite "ClassicCraft" or " NassicCraft utilizing Hoppe Multi Point lock - Inswing or Outswing Rustic" configuration (OX or XO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R5 II Inst 7630.7.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 7630.7 for Design Pressur Ratings, any FL7630 R5 AE EVAL 7630.7.1)df additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 7630.8 h. "FiberClassic", "SoothStar", 8'0 "Impact" Glazed Fiberglass Single Door with sidelites "ClassicCraft" br "Cl ssicCraft utilizing Hoppe Multi Point lock - Inswing or Outswing Rustic" configuration (OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R5 II Inst 7630.8.Ddf 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 7630.8 for Design Pressure atings, any FL7630 R5 AE EVAL 7630.8.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. II 7630.9 i. "FiberClassic", "Sm othStar", "ClassicCraft" or "Cla IsicCraft Rusti c" 8'0 "Impact" Glazed Fiberglass Double Door utilizing Hoppe Multi Point lock - Inswing or Outswing configuration (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R5 II Inst 7630.9.Ddf 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 7630.9 for Design Pressure R tings, any FL7630 IRS AE EVAL 7630.9.Ddf additional use limitations, installation instructio s and Created by Independent Third Party: Yes product particulars. 7630.10 J. "FiberClassic", "Smo thStar", 8'0 "Impact" Glazed Fiberglass Double Door with sidelites "ClassicCraft" or "Clas icCraft utilizing Hoppe Multi Point lock - Inswing or Outswing Rustic" configuration (OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R5 II INST 7630.10.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 7630.10 for Design Pressure R tings, any FL7630 R5 AE EVAL 7630.10.odf additional use limitations, installation instruction I and Created by Independent Third Party: Yes product particulars. Contact Us :: The State of Florida is an AA/EEO employer. Back Next Phone: 850-487-1824 Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail 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 communicatidn 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, KS,, please click here . Product APprova".ccepts: eChetk -,xr. Credit Card Safe https://vvww.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsrGs9vb7HHs30VFES3QxSGPO17EfDkJdzZKQHXaNA%2fPvH4JnDpxTVmcZflJ1... 3/4 N THERMANTRU 0 THERMA TRU DOORS 1 1 8 INDUSTRIAL DR., EDGERTON, OH 4351 7 "SMOOTH STAR", "FIBER CLASSIC", "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" GLAZED FIBERGLASS SINGLE DOOR INSWING / OUTSWING 'IMPACT" GENERAL NOTES 1. This product has been evaluated and is in Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product compiles with Section 1609.12 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing requke further engineering analysis by a licensed engineer or registered architect. TABUS OF CONIEWS SHEET 6 DESCRIPRON 1 Typical elevotions, design pressures & general notes 2 Smooth Star door panel & glaring details 3 Fiber Classic door panel & glaring details 4 Classic Gaff/Classic Craft Rustic door panel & glaring detals 5 Horizontal cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - IX buck masonry construction 9 Components 10 Bit of Materiols 37.75 MAX. FRAME WIDTH Xff MAX. PANEL WIDTH L7 _ w w w LL < —Cr 4 O r a I "SMOOTH STAR", "FIBER CLASSIC" "CLASSIC CRAFT & "CLASSIC CRAFT RUSTIC" OVERALL DIMENSIOK OVEItAIt : DIMENSfON LIESIGN PRESSURE (FS�. Pb3RIVE NEGATIVE; INSWING 37.75" x 98.W' 21.00" x 78.75" +50.0 -50.0 OUTSWING 37.75" x 96.75" 21.00" x 78.75" +50.0 -50.0 ••. �o O NZ � OJ UWQ BY. AL anc BY. LFS DRAWIND NO: FL-7630.1 sNaa 1 or 1( 0 z @ i 5 z m° z J 3 m 3 0 m N Ft\Clients\Therma Tru PERMANENT odda Product Approvals\FL-7630\Drawings\Current\FL-7630.1-S.dsJg, 21 78.75' MAX. D.L.O. N $ 2 I O O M --{ 0.W Pr`4. A c) n p mG)a m 2 H 00 Q A Q 0 m c3 0n N O m� T m m N � 1.54" 1 O W � =O A s N O O w > � S 70 O H rn 0 gn 1-„ n A - 0 Glz C $PaW A0 0 o n O F „ ((nn 5 > N PO m m m0 ➢ v a • x A 0= A N m H P T O O N N �T1 a P N < ri7 .'O A � Q A A •4i'•.'a - O j•Y H TFR Z O O \`\111111111" . ' No.43409 •i * P PRODUCT: THE MA—TRU Doeummtx Pnpansd Ely., Lyndon F. Schmidt ��,��• • N I o N GLAZED F 9ERCLASS DOOR I .;;iOR1D�`.•••O ��` P.E. No. 43409 � S�ONAL $ V W Z -i o �p %%`�� 11 BUILDING CON SULT'ANTS11�tyC%%%%% (],// 2 1 29 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSE 13LY: --� 1 6 11 12 UPDATE TO 2010 FBC JK IC, -' �I in M SMOOTH STAR �/((/ P.O. Box 230, VOIr1c0, FL 33595 NO DATE BY DOOR PANEL & GLA7ING DETAILS Phone No.: 813.659.9197 REVISIONS CONot1LTANT. Ira.. Q 2009 R.W. 9UILDIND I FBPE CA No. 9813 R:\Clients\Therma Tro PERMANENT\Ffodda 3.1 .90' r N o 0 4 N_ 78.75' MAX. D.L.O. r Q O I 0 0 rye m ti N_ C m z mG)� m to °0:1 Q A Q n A 10 N CA ..,.. m 4� W S N a I D� no O-1 a n C9 r^'bo y w � n= � ^ D Z Ar 4 �i'i v <T zm D m ��1 S Mn A Dzr ° X ® T rl 0 I22 WI-+ No. 43409 `3 CA THERMA—TRU Lyndon F. Sehmfdt ^>;OR10►•.�-� It 2 ro GLAZED FIBERGLASS DOOR P.E. No. 434G9 ��SS;OI NA`,%1` cw y O 2 1 29 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY-. K BUILDING CONSULTANTS, IQ ri V1 p 1 6171172 UPDATE TO 2010 FBC JK P.O. Box 230, VDlrlco, FL 33595 O y m NO DATE BY FIBER CLAS�IC DOOR PANEL Phone No.: 813.859.9197 REVISIONS & GLAZING DETAILS PBPE C.A. No. 9813 D 2009 R.W. BUILDING CON-1—NTe INC. R'\Otents\Therma Tm PERMANENT\Flodda Product 4.1 1.43" 2 0.94" o N_ 78.75' MAX. D.L.O. $ F - Q O v ` \' Nil i O O 09 r Z M D H Z mOv rn v A O A A O O ((�� A N C. { =' m 41 W N 2 I s I v� n� 2 G +•1 G)a4 7,O (CO' y�-y 0 Z z <; AP3 z n Z m m a m b v Z m O 0 -MM v 'o x O:p p Z rn A �o N x .. p 7m� rn ..a. m O O I = No.43409 /%. 7-1 I� to W Q ` R i r Q n y O En PRODUCT: THERMA—TRU GLAZED FI§ERGLASS DOOR Document P'"n"d •• `� Lyndon F. Schmidt i`•'••!20R10�`. ' P.E. No. 43409 r� BUILDING CONSULT /ANTS11ityc�tt`` YY P.O. Box 230, Valrlco, FL 33595 Phone No.: 813.659.9197 FBPE CA No. 9813 2 1 29 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: CU1SShCL. CRAFT RUSTIC DOOR PANEL & GLAZING DETAILS I 1 6 11 12 UPDATE TO 2010 FBC JK NO DATE [iY REVISIONS 0 2009 R.W. BUI1.91Nn CONSULTANTe INC. RNOlentAThermaTm PERMANENTLFlodda �a 3 Z 2 . A 0 315 on ,o �O om D o9 0 O v Z O (D a 8 -0 = �-- - fn N M >o .A a] N 0 0 0 Z a , r OD V CC A N CD �• Q ij'l V V O 0 fn rn O V ,D Q O Z N W a � rn . c d ' <Q d. v •.I' �!••tjcFlieF•Awl $ PRODUCT: I Document. Pmpcmd .1 •• ��i�••' ALOMD��'•• o THERMA—TRU GLAZED DOOR Lyndon F. Schmidt �� P.E. No. 43409 � •NAL IN TERGLASS II SS/ / OII w 'a' y O 2 1 29 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: 1'11 BUILDING CONSULTANTS�1fNC�ttt •o^ UPDATE TO 2010 FBC JK HOkONTAL P.O. Box 230, Valrloo, FL 33595 NO DATE BY CROSS SECTIONS phone No.: 813.859.8187 REVISIONS FSPE CA No. 9813 0 2009 R.W. BUILDING CaNeULTANTe INC. RACIlentsMerma Tm PERMANENT\Flodda Product 6.1 1-1/4" MIN. EMB. (TYP.) ' O 0 � � N .r.•h.:.: M v 0 i. A O M v I 1-1/4"MIN. 1-1/4" MIN.�� m EMB. (TYP.) EMB. (TYP.) m O . v An o^ m n �. ^O N m oy °v.• M O A O Z m 1-1/4"MIN. EMB. (TYP.) oo A y O • v Im M ' ' ' > n .. O :. =r An O T `o Z m .� a 9y 0 n y A '^ 0 F 2R O Z O Z n 1-1/4" MIN. ° EMB. (TYP.) No. 43409 • F FI �1 PRODUCT: I THERMA-TRLI Do .t. Pnp—d By.�� ; `\ Lyndon1dts'•.!20RIOW;.�'(3\\\\` I°' GLAZED FI§ERGLASS DOOR E. F43409 S NA1. $ W y O 2 �O K BUILDING CONSULT 'ANTS�IItS��11`` 1 29 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: o o ti rn- V) 1 C' 6 11 12 UPDATE TO 2010 FBC JK BY VERTICAL d l� P.O. Box 230, Valrico, FL 33595 NO DATE CROSS SECTIONS Phone No.: 873.859.9i97 REVISIONS i FBPE C.A. No. 9513 0 213139 R.W. BUILDING CONaULTANTe INC. I NKlientATherma Tw PERMANENT\Fiodda Product Approvals\FL-7630\Dmwings\Cunent\FL�-7630.1-S.dwg, 7.1 d 00 O02a 5 y O oo ••1 i:ii ii 0300 aO Ziii S S Q Z 09 Dosnn=n>:�tr-4 ,T. 4n m C Sr.,npp moAZ z ® mZ corD-NFm10 Doom "'ii z0 zz Oj 3 oBoo�o Cd o o ° m c c ii'tti_ ° n' O'oo a3RA is[S:; g m to$oO 0' v" m A o EF =::o:—. SIX! �°� O m D o m iT: rii 3 i ... a a o i0' a ; ... QjC n a ms f1 p 0 3 q a rn: 0 3 o m _ iii3^: o B 23"MAX, 4" � � a A A nl! n xMoo ? O.C. (TYP.) ryry Anlj? a O O x 2 ym i I oa O m M II� 25.5" F� TYP. HINGE TO HINGE Dz f= 0 m O v z0 L7� ni'c T T y nx v o � c P 14"MAX. 6" ' P a O.C. (TYP.) BE n LIT 48.88" — a m 0 m a a SCH4 I No.43409 i Q PRODUCT: I DoLvmrrnt. Prop—d ey.,.'•' .;8JAMUF THERMA—TRU Lyndon F. Schmidt IV Z N GLAZED FIBERGLASS DOOR P.E. No. 43409//'1VAG IL�% -i O[N. 1 29 15 UPDATE TO 57H ED. 2014 FBC LFS PART OR ASSEMBLY: BUILOINO CONSULTANTS IGSC,t, Q �i Mtn OUPDATE 70 2010 FBC JKDATE BY BUCK & FRAIfE ANCHORING 2X phone No23813.659.991 7 33585 REVISIONS BUCK MASON Y CONSTRUCTION FBPn CA. No. 8813 0 2009 R.W. BOIL-Na CONal1LiANTa INC. I 6" cd X zo (DO L HEAD zTYP. & JAMBS Ix BUCK 0: 0 MASONRY OPENING OPINING F SEE HINGE DETAIL HINGE JAMS CONCRETE ANCHOR NOTES. FRAME ANCHORING I. Concrete anchor locations at the comers may be adjusted to maintain the min. Masonry IX buck conshucFo-n- edge distance to mortarloints. 2. Concrete onchorlocations noted as "MAX. ON CENTER"must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors a may be required to ensure the "MAX ON CENTER" dimension are not exceeded. e 3. Concrete anchor table: o z 2 ........................................ .... ....... ...... ....... 9 . M . M . ..... . .. . ..... M . $ . 9 . . , 4MBEDWW . . .. . . .. . .. . .. . . .. ................. ....................... ........................ �Wk JTW TAPCONO 1/4" 1-1/4' 2" 47 ITW TA CON' 3/16" 1-1/4" 3" 1-1/2, E t5 WOOD SCREW INSTALLATION NOTES: I- 1. Maintain a minimum 518" edge distance, 1"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 51i smi".11018 LATCH& DEADBOLT DEWL HINGE DETAIL T fill %% d;; C; 1) z a xzo-� z 0 T. MO C' w e on. 5 = 1A 7 T 0, 0: a. All LA: Ci Cz 0 V aE C w 3?a: at Fm- F-, N.T.S. BY: AL i BY. LFS MG NO.: I FL-7630.1 .T 8 OF 10 R.'\CIIents\Therma Tm PERMANENT\Flo6da 0.75' w •o Till-- 0 w mL al.25" --{ 0.4,f ^3 z z_ 0 _ m 0 1.53" m r-1.50" � � 1 S6" ;il+kW �u.:r: a is iK• n iii '.�.,Si /j ,,11111111� SC ............ .�� .. .. No. 43409 /p—� z* : •; PRODUCT: Doexm.m. Pnp—d .� E OF ��i��••••.�;ORIOR•'• THER A—TRU Lyndon F. Sahmidt P.E No. 43409 ��i,/��O�� GLAZED FIBERGLASS DOOR NAL BUILDING CONSULT AHTS�IItS��I`` PART OR ASSEMBLY: rnuDlnururc 7�/ YY P.O. Box 230. Valrloo, FL 33595 Phone No.: 813.659.9197 213D9 Q.W. BUILDINa C... ULT—T. INa. BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEMI DESCRIPTION MATERIAL A 1 X BUCK SG>= 0.55 WOOD 40 FIBERGLASS DOOR PANEL -SMOOTH STAR B 2X BUCK SG >= 0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065' THICKNESS SMC C MAX. IX SHIM SPACE WOOD 42 TOP RAIL COMPOSITE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE WOOD/LVL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 44 HINGE STILE WOOD 45 BOTTOM RAIL COMPOSITE F 1 /4" X 1,9/4" PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE -1.9 LBS. DENSITY FOAM G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL - FIBER CLASSIC H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065' THICKNESS SMC 1 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE J 1 /4" X 3,3/4" PFH ITW CONCRETE SCREW STEEL 53 LATCH STILE WOOD/LVL K #8X2-1/7'PFHWOOD SCREW STEEL 54 HINGESTILE WOOD L #10 X 2-1/7' PFH WOOD SCREW STEEL 55 BOTTOM RAIL COMPOSITE 1 EXTERIOR LITE FRAME ALUMINUM 56 POLYURETHANE FOAM CORE -1:9 LBS. DENSITY FOAM 2 INTERIOR LITE FRAME ALUMINUM 60 FIBERGLASS DOOR PANEL - CLASSIC CRAFT & CLASSIC CRAFT RUSTIC 3 LITE FRAME TRIM PVC 61 FIBERGLASS SMC SKIN MIN 0.090' THICKNESS SMC 4 #10 X 1-1/7' PFH SCREW STEEL 62 TOP RAIL COMPOSITE 7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 63 LATCH STILE WOOD/LVL 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 64 HINGE STILE WOOD 9 4" X 4" HINGE .09T' THK. STEEL 65 BOTTOM RAIL COMPOSITE_ 10 #10 X 3/4" PFH WOOD SCREW HINGE TO FRAME STEEL 66 POLYUREIHANE-EDAM_CORE-4.9 LBS. DENSITY FOAM 17 PASSAGE LOCK- KWIKSET_SIGNATURESERI —STEEL- -T8 -THRESHOLD OUTSWING ALUM./WOOD 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 DEADBOLT-KWIKSETSIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 INSWING THRESHOLD ALUM./COMP. 34 INSWING THRESHOLD CS ADJUSTABLE ALUM./COMP. 35 INSWING THRESHOLD ADJUSTABLE ALUM./COMP. 36 INSWING THRESHOLD ADJUSTABLE ALUM./COMP. 37 INSWING THRESHOLD SELF ADJUSTABLE ALUM./COMP. 38 INSWING THRESHOLD IMPERIAL ALUM./COMP. NOTE: WOOD DOOR COMPONENTS: PINE OR OAK (SG - 0.42) .......... •. o' � * °•:ate" Z ow z 0; N) '1►1 m m m o U tV •• v O N z e=O1 9mc �g o z ' c Lj 8 �d J m e N.T.S. BY: AL BY: LFS ONG NO.: FL-7630.1 T 10 OF 11