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2213 ALICIA LN RES25-0083 FL17838_R10_II_EWS016 SS 2024-02-29EURO -WALL, LLC EURO -C3 BIFOLD ALUMINUM DOOR SYSTEM (HVHZ) (IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • ASTM C864-05 • ASTM E1886 13a • ASTM E1996-17 • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. FRAME MATERIAL: ALUMINUM 6063-T5. 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300. SEE GLAZING DETAILS ON SHEETS 1 & 2. FRAME SIZE DESIGN PRESSURE MISSILE IMPACT RATING WATER TEST PRESSURE SEE SHEETS 4-7 SEE SHEETS 3, 5,&7 LARGE& SMALL MISSILE IMPACT SEE SHEETS 4-7 NOTE: WHEN INSTALLED AT A LOCATION PROTECTED BY AN OVERHANG SUCH THAT: OVERHANG (OH) RATIO =OH LENGTH +OH HEIGHT IS ?1.0, WATER INFILTRATION REQUIREMENT DOES NOT NEED TO BE MET OVERHANG LENGTH a x C7 OL = ��ygti o x ¢ .p C, w xa' 9T�0 x O �1. GLAZING NOTES: 1. GLASS TYPE COMPLIES WITH ASTM E1300 REQUIREMENTS. 2. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER FBC CHAPTER 24. 3. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN FBC CHAPTER 24. 4. GLASS TYPE SHALL COMPLY WITH APPLICABLE GLAZING REQUIREMENTS PER CHAPTER 24 OF THE FBC 1" O.A. INSULATED GLASS CONSISTING OF: TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL NOTES AND GLAZING DETAILS 2 GLAZING DETAILS 3 GLASS DESIGN PRESSURE TABLES 4 STANDARD HARDWARE ELEVATION UNIT 1 5 PANIC HARDWARE ELEVATION UNIT 1 & DESIGN PRESSURE TABLE 6 STANDARD HARDWARE ELEVATION UNIT 2 7 PANIC HARDWARE ELEVATION UNIT 2 & DESIGN PRESSURE TABLE 8 ANCHOR LAYOUT 9 VERTICAL SECTIONS 10 VERTICAL SECTIONS 11 HORIZONTAL SECTIONS 12 HORIZONTAL SECTIONS 13 HORIZONTAL SECTIONS 14 ANCHOR DETAILS & ANCHOR SCHEDULE GLAZING NOTES: 1. GLASS TYPE COMPLIES WITH ASTM E1300 REQUIREMENTS. 2. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER FBC CHAPTER 24. 3. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN FBC CHAPTER 24. 4. GLASS TYPE SHALL COMPLY WITH APPLICABLE GLAZING REQUIREMENTS PER CHAPTER 24 OF THE FBC 1" O.A. INSULATED GLASS CONSISTING OF: 9/16" O.A. MONOLITHIC GLASS CONSISTING OF: 3/16" TEMPERED GLASS 1/4" ANNEALED GLASS { I 5/16" STAINLESS STEEL AIR SPACER I 0 ANNEALED GLASS 0.090" SENTRYGLAS INTERLAYER BY KURARAY 1/4" ANNEALED GLASS GLAZING GASKET D 0.090" SENTRYGLAS INTERLAYER BY KURARAY 0.09 3/16" ANNEALED GLASS GLAZING GASKET 00058-A BED GASKET 9/16" REDUCER BAR 00057-A WDG GASKET zG^mgs 00058-A BED GASKET 00057-A WDG GASKET 0w ALUMINUM 6063-T5 t GLAZING BEAD EO 10-A C3 -BEAD 1-1 3/4" GLASS BITE E0010 -A C3 -BEAD I 3 S BITE J �Y L uL�uu SETTING BLOCK TBLOCK @1/4" POINTS EXTERIORT-U-�SEJTING @/4" POINTS EXTERIOR INTERIOR INTERIOR GLAZING DETAIL 1 GLAZING DETAIL 2 ew wall EURO -WALL, LLC P.O. BOX 8007 NORTH PORT, FL 34290 PH: 18881989-3876 signed by Hermes F. Norero, I am, n tcli 1Ul *] RcumeF .w [ No * f8 1900 NE MIAMI COURT, STE, 2-11 FBPE CERT. OF AUTHORQATION No. 19578 FL #: FL17838 DATE: 10,09,20 ILL I SM SCALE: NTS DWG.#: EWS016 1 U Z 3 ti D O z n E zG^mgs 0w s Ur s moa � O 00 �a=° UD` ZU �o m J 4 3 6 Z2 ¢ N z 3 j m H Is a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE LIFE. SH 09/23 JORDAN'S DOOR UPD. FB 12/23 MISC. UPDATE SH 02/24 ND MAY NOT IREFLECTACTUALCONDIDETAILS "ICRI IF SITE CONDTIONS CAUSE FROM THE REQUIREMENTS DETAILED ErvGINEER 11 SHALL DOCUMENTS FOR USE II ..TIONS FOR ASPECIFIC INSTALILATION TO DEVIATEilTE. HEREIN, A LICENSED PREPARE SITE WITHTHIS DOCUMEMCIFI signed by Hermes F. Norero, I am, n tcli 1Ul *] RcumeF .w [ No * f8 1900 NE MIAMI COURT, STE, 2-11 FBPE CERT. OF AUTHORQATION No. 19578 FL #: FL17838 DATE: 10,09,20 ILL I SM SCALE: NTS DWG.#: EWS016 1 GLAZING GASKET C0057 -A WDG GASKET GLAZING BEAD — / E0010 -A C3 -BEAD `� 1" O.A. INSULATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS 5/16" ALUMINUM AIR SPACER 0.090" SENTRAT YGLAS ED GLASS 0.090" SENTRYGLAS INTERLAYER BY KURARAY 3/16" HEAT STRENGTHENED GLASS GLAZING GASKET 00058-A BED GASKET C0057 -A WDG GASKET I GLAZING BEAD EO 10-A C3 -BEAD y� 3/4" GLASS BITE EXTERIOR SETTING BLOCK @1/4" POINTS INTERIOR GLAZING DETAIL 9 9/16" O.A. MONOLITHIC GLASS CONSISTING OF: 1" O.A. INSULATED GLASS CONSISTING OF: 1" O.A. INSULATED GLASS CONSISTING OF: 0.090" SENTRYGLAS INTERLAYER BY KURARAY 0.090" SENTRAT YGLAS 3/16" HEAT STRENGTHENED GLASS 3/16" TEMPERED 3/16" TEMPERED GLASS 1/4" HEAT STRENGTHENED GLASS 0.090" SENTRYGLAS INTERLAYER BY KURARAY 3/8" THERMOPLASTICSTIC SPACER 3/16" HEAT STRENGTHENED GLASS 3/8" ALUMINUM AIR SPACER 3/16"HEAT STRENGTHENED GLASS euro -wall' UaF. - e. of ,o" 1/4" HEAT STRENGTHENED GLASS 0.090" SENTRYGLAS INTERLAYER BY KURARAY 0.090" SENTRYGLAS INTERLAYER BY KURARAY EURO -WALL, LLC 00058-A BED GASKET 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS P.O. BOX 8007 GLAZING GASKET 9/16" REDUCER BAR GLAZING GASKET GLAZING GASKET NORTH PORT, FL 34290 C0057 -A WDG GASKET ALUMINUM 6063-T5 00057-A WDG GASKET 00058-A BED GASKET C0057 -A WDG GASKET 00058-A BED GASKET PH: 18881989-3876 GLAZING BEAD GLAZING BEAD GLAZING BEAD E0010 -A C3 -BEAD p E0010 -A C3 -BEAD D E0010 -A C3 -BEAD D Z 3 5 BITE 3/4" GLASS BITE 3/4" GLASS BITE g „ �, s V ai SETTING BLOCK C) p Ci ¢ G ^ 3 m a u P e a @1/4" POINTS EXTERIOR SETTING BLOCK EXTERIOR SETTING BLOCK LL Z a w m p (D EXTERIOR INTERIOR @1/4" POINTS @1/4" POINTS ? ? i a INTERIOR INTERIOR V Q IV z O m m = 3 GLAZING DETAIL 3z GLAZING DETAIL 4 GLAZING DETAIL 5 ` m m UJ� � o Q F 1-1/16" O.A. INSULATED GLASS CONSISTING OF: 1" O.A. INSULATED GLASS CONSISTING OF: 1" O.A. INSULATED GLASS CONSISTING OF: Fm a 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS REMARKS BY DATE 7/16" ALUMINUM AIR SPACER 5/16" ALUMINUM AIR SPACER 5/16" TPS SPACER MISC. UPDATE OL 06/23 STRENGTHENEDLAYERS STRENGTHENED STRENGTHENED PANIC HARDWARE LIP . SH 09/23 0.090"HEAT 0.090"HEAT 0.090" ENTRYAT INTERLAYER BY INTERLAYER BY 0.090" SENTRYGLAS INTERLAYER BY KURARAY 0.090" SENTRYGLAS INTERLAYER BY KURARAY 0.090" SENTRYGLAS INTERLAYER BY KURARAY GLAZING GEAT AlD STRENGTHENED GLASS GLAZING GASKET 3/16" HEAT STRENGTHENED GLASS GLAZING GASKET 3/16" HEAT STRENGTHENED GLASS JORDAN'S DOOR UPD. FB 12/2 C0057 -A WDG GASKET 00058-A BED GASKET C0057 -A WDG GASKET 00058-A BED GASKET C0057 -A WDG GASKET 00058-A BED GASKET MISC. UPDATE SH 02/24 ND MAY NOT IREFLECTA_ LCONDITION6 FOR ASPECIF GLAZING BEAD GLAZING BEAD GLAZING BEAD E0010 -A C3 -BEAD E0010 -A C3 -BEAD D ➢ E0010 -A C3 D "T TO FROMT.EREQUINEMENTSDETAlLEOHENEIN'ALICENSEDF .... 3/4" GLASS BITE 3/4" GLASS BITE 3/4" GLASS BITE CUMENI2 FOR USEWBH THIS DOCUMEMCIFIC SETTING BLOCK SETTING BLOCK SETTING BLOCK EXTERIOR @1/4" POINTS EXTERIOR @1/4" POINTS EXTERIOR @1/4" POINTS INTERIOR INTERIOR INTERIOR 1 .• �% `��4,•• GLAZING DETAIL 6 GLAZING DETAIL 7 GLAZING DETAIL 8 = * No s GLAZING GASKET C0057 -A WDG GASKET GLAZING BEAD — / E0010 -A C3 -BEAD `� 1" O.A. INSULATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS 5/16" ALUMINUM AIR SPACER 0.090" SENTRAT YGLAS ED GLASS 0.090" SENTRYGLAS INTERLAYER BY KURARAY 3/16" HEAT STRENGTHENED GLASS GLAZING GASKET 00058-A BED GASKET C0057 -A WDG GASKET I GLAZING BEAD EO 10-A C3 -BEAD y� 3/4" GLASS BITE EXTERIOR SETTING BLOCK @1/4" POINTS INTERIOR GLAZING DETAIL 9 3/4" GLASS BITE SETTING BLOCK EXTERIOR @1/4" POINTS INTERIOR GLAZING DETAIL 10 GLAZING NOTES: 1. GLASS TYPE COMPLIES WITH ASTM E1300 REQUIREMENTS. 2. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER FBC CHAPTER 24. 3. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN FBC CHAPTER 24. 4. GLASS TYPE SHALL COMPLY WITH APPLICABLE GLAZING REQUIREMENTS PER CHAPTER 24 OF THE FBC FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL I SM SCALE: NTS DWG.#: EWS016 0 OF 1" O.A. INSULATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS 5/16" THERMOPLASTIC SPACER GLASS 0.090" SENTRYGLAS INTERLAYER BY KURARAY 0.090" SENTRAT YGLAS 3/16" HEAT STRENGTHENED GLASS 00058-A BED GASKET 3/4" GLASS BITE SETTING BLOCK EXTERIOR @1/4" POINTS INTERIOR GLAZING DETAIL 10 GLAZING NOTES: 1. GLASS TYPE COMPLIES WITH ASTM E1300 REQUIREMENTS. 2. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER FBC CHAPTER 24. 3. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN FBC CHAPTER 24. 4. GLASS TYPE SHALL COMPLY WITH APPLICABLE GLAZING REQUIREMENTS PER CHAPTER 24 OF THE FBC FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL I SM SCALE: NTS DWG.#: EWS016 0 OF GLASS DESIGN PRESSURE TABLES NOTE: APPLIES TO RADI USED AND SEGMENTED INSTALLATIONS. G3/G4/G5/G6/G7/G8/G9/G10 DESIGN PRESSURE TABLE (+/- PSF) FOR INSWING OR OUTSWING DOOR G1/G2 DESIGN PRESSURE TABLE (+/- PSF) FOR INSWING DOOR PRESSURE TABLE (+/- PSF) FOR OUTSWING DOOR 0 s e' NOMINAL PANEL WIDTH (INCHES) NOMINAL PANEL WIDTH (INCHES) LL Z R 0 V a m Nz 20.0 24.0 28.0 32.0 36.0 40.0 44.0 48.0 52.0 28.0 72.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 52.0 76.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 100.0 80.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 z 84.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 - 88.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 = 92.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 T 96.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 x 100.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 - +65.0/-65.0 104.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 - +65.0/-65.0 108.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 - - 75.0 112.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 - - 75.0 116.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 - - - 82.8 120.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +60.0/-65.0 +64.6/-65.0 +58.6/-63.5 100.0 97.3 NOTE: APPLIES TO RADI USED AND SEGMENTED INSTALLATIONS. NOTE: APPLIES TO RADI USED AND SEGMENTED INSTALLATIONS. G3/G4/G5/G6/G7/G8/G9/G10 DESIGN PRESSURE TABLE (+/- PSF) FOR INSWING OR OUTSWING DOOR G1/G2 DESIGN PRESSURE TABLE (+/- PSF) FOR OUTSWING DOOR 0 s e' NOMINAL PANEL WIDTH (INCHES) Q M=a9 LL Z R 0 V a m Nz NOMINAL PANEL WIDTH (INCHES) 20.0 24.0 28.0 32.0 36.0 40.0 20.0 24.0 28.0 32.0 36.0 40.0 44.0 48.0 52.0 65.0 72.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 75.0 65.0 76.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 75.0 w 80.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 75.0 75.0 65.0 84.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 75.0 +65.0/-65.0 z - 88.0 100.0 100.0 100.0 100.0 100.0 100.0 75.0 +65.0/-65.0 +65.0/-65.0 = 92.0 100.0 100.0 100.0 100.0 100.0 100.0 75.0 +65.0/-65.0 +65.0/-65.0 w96.0 1 65.0 100.0 100.0 100.0 100.0 100.0 75.0 +65.0/-65.0 +65.0/-65.0 +65.0/-65.0 = 100.0 100.0 100.0 100.0 100.0 94.3 75.0 +65.0/-65.0 +65.0/-65.0 - 65.0 104.0 100.0 100.0 100.0 92.9 75.0 75.0 +65.0/-65.0 +64.5/-65.0 - LL 108.0 100.0 100.0 93.8 82.8 75.0 +65.0/-65.0 +65.0/-65.0 - - - 112.0 100.0 97.3 83.9 75.0 75.0 +65.0/-65.0 +62.6/-65.0 - - - 116.0 100.0 87.4 75.4 75.0 75.0 +64.5/-65.0 - - - 120.0 94.2 78.9 75.0 75.0 +64.6/-65.0 +58.6/-63.5 NOTE: APPLIES TO RADI USED AND SEGMENTED INSTALLATIONS. NOTE: APPLIES TO RADI USED AND SEGMENTED INSTALLATIONS. euro wall EURO -WALL, LLC P.O. BOX 8007 NORTH PORT, FL 34290 PH: 18881989-3876 G3/G4/G5/G6/G7/G8/G9/G10 DESIGN PRESSURE TABLE (+/- PSF) FOR INSWING OR OUTSWING DOOR Z E g w ti NF s a 0 s e' NOMINAL PANEL WIDTH (INCHES) Q M=a9 LL Z R 0 V a m Nz z 20.0 24.0 28.0 32.0 36.0 40.0 44.0 48.0 52.0 72.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 SH 02/24 78.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 w 84.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 z 90.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 - 96.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 ~ x 102.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 108.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 = 114.0 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 - - Z 120.0 65.0 65.0 65.0 65.0 65.0 65.0 - - - 126.0 65.0 65.0 65.0 65.0 65.0 65.0 - - - 0 132.0 65.0 65.0 65.0 65.0 65.0 - - - - 138.0 65.0 65.0 65.0 65.0 65.0 - - - - 144.0 65.0 65.0 65.0 65.0 65.0 - - - - NOTE: APPLIES TO RADI USED AND SEGMENTED INSTALLATIONS. euro wall EURO -WALL, LLC P.O. BOX 8007 NORTH PORT, FL 34290 PH: 18881989-3876 0 No 8 1900 NE MIAMI COURT, STE. 2-15 M AMI, HL 33132 FBPE CERT. OF AUTHORQATION No. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 3 OF u Z E g w ti NF s a 0 s e' C) Q M=a9 LL Z R 0 V a m Nz z ~ 3 K = N m F H � a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR LPD. FB 12/2 MISC. UPDATE SH 02/24 ND MAY NOT -IN REFLECTACTUALCONDITIONS FROM THE REQUIREMENTS DETAILED ENGINIER DOCUMENI3 FOR JEW AIIIINIIIC FOR ASPECIF HEREIN, A LICENSEDE BH THIS DOCUMEMCIFI 0 No 8 1900 NE MIAMI COURT, STE. 2-15 M AMI, HL 33132 FBPE CERT. OF AUTHORQATION No. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 3 OF M FR, HE CQTQTQTQTQTQ MAX. FRAME WIDTH MAX. PANEL WIDTH SEE SHEET 3 MAX. D.L.O. 'J ELEVATION INSWING/OUTSWING UNIT WITH STANDARD LOCKING HARDWARE NOTE: PANELS SHOWN ARE BASED ON TESTING, OTHER APPROVED CONFIGURATIONS ARE AS FOLLOWS: 1 PANEL- 1L, 111 2 PANEL - 2L, 2R, 1L 1R 3 PANEL - 3L, 3R, 2L 1R, 1L 211 4 PANEL - 4L, 4R, 3L 1R, 1L 3R, 2L 211 5 PANEL - 5L, SR, 4L 1R, 1L 4R, 3L 2R, 2L 3R 6 PANEL - 6L, 6R, SL 1R, 1L SR, 4L 2R, 2L 4R, 3L 3R 7 PANEL - 7L, 7R, 6L 1R, 1L 6R, 5L 2R, 2L SR, 4L 3R, 3L 4R 8 PANEL- 8L, 8R, 7L 1R, 1L 7R, 6L 2R, 2L 6R, 5L 3R, 3L SR, 4L 411 9 PANEL - 9L, 9R, 8L 1R, 1L 8R, 7L 2R, 2L 7R, 6L 3R, 3L 6R, 5L 4R, 4L SR FOR DOOR WITH GLASS TYPE 1 & 2, OVERALL FRAME AREA SHALL NOT EXCEED 415 FT (1.5 X TESTED FRAME AREA). FOR DOOR WITH GLASS TYPE 3, 4, 5, 6, 7, 8, 9, & 10, OVERALL FRAME AREA SHALL NOT EXCEED 334 FT2 (1.5 X TESTED FRAME AREA). r NOTE: G�_ THE WALL CENTER PIVOT AND CENTER HINGE 11 IS NOT REQUIRED WHEN THE DOOR HEIGHT IS A,,, LESS THAN 72". 11 Gl/G2 15.0 NOTE: -C. L. DOORS WITH STANDARD LOCKING 9.75 HARDWARE MAY BE USED AT ANY PANEL SIZE z� GIVEN IN SHEET 3 GLASS DESIGN PRESSURE m0 TABLES. Z= s a UO` no 4g m J 0 2 m Q 3 5" / / H ¢ H \ m a \ 12 \ MISC. UPDATE 12 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR UPD. FB 12/2 MISC. UPDATE SH 02/24 ND MAY NOT (REFLECT ACTUAL INICA FROM THE REQUIREIT'MENTS DETAILED ENGIDOCUMENTS FOR US01 E CONMTIONS FOR ASPECIF HEREIN, A LICENSEDE 1. W RH TH6 DOCUMENTCIFI \ B / / \ B \ 12 \ 12 \\ 4X. / C /� F I Fo... C SME 11 3HT 12 11 11 11 12 \ B MAX. PANEL a C. L.- C.L.- HEIGHT SEE SHEET 3 MAX. D.L.O. HEIGHT 48 X38" \ \ 35" / �► / 'J ELEVATION INSWING/OUTSWING UNIT WITH STANDARD LOCKING HARDWARE NOTE: PANELS SHOWN ARE BASED ON TESTING, OTHER APPROVED CONFIGURATIONS ARE AS FOLLOWS: 1 PANEL- 1L, 111 2 PANEL - 2L, 2R, 1L 1R 3 PANEL - 3L, 3R, 2L 1R, 1L 211 4 PANEL - 4L, 4R, 3L 1R, 1L 3R, 2L 211 5 PANEL - 5L, SR, 4L 1R, 1L 4R, 3L 2R, 2L 3R 6 PANEL - 6L, 6R, SL 1R, 1L SR, 4L 2R, 2L 4R, 3L 3R 7 PANEL - 7L, 7R, 6L 1R, 1L 6R, 5L 2R, 2L SR, 4L 3R, 3L 4R 8 PANEL- 8L, 8R, 7L 1R, 1L 7R, 6L 2R, 2L 6R, 5L 3R, 3L SR, 4L 411 9 PANEL - 9L, 9R, 8L 1R, 1L 8R, 7L 2R, 2L 7R, 6L 3R, 3L 6R, 5L 4R, 4L SR FOR DOOR WITH GLASS TYPE 1 & 2, OVERALL FRAME AREA SHALL NOT EXCEED 415 FT (1.5 X TESTED FRAME AREA). FOR DOOR WITH GLASS TYPE 3, 4, 5, 6, 7, 8, 9, & 10, OVERALL FRAME AREA SHALL NOT EXCEED 334 FT2 (1.5 X TESTED FRAME AREA). r D.L.O. HEIGHT = PANEL HEIGHT - 7.0375" D.L.O. WIDTH= PANEL WIDTH - 7.3125" OUTSWING DOOR NOTE: G�_ THE WALL CENTER PIVOT AND CENTER HINGE 11 IS NOT REQUIRED WHEN THE DOOR HEIGHT IS A,,, LESS THAN 72". 11 Gl/G2 15.0 NOTE: -C. L. DOORS WITH STANDARD LOCKING 9.75 HARDWARE MAY BE USED AT ANY PANEL SIZE z� GIVEN IN SHEET 3 GLASS DESIGN PRESSURE m0 TABLES. D.L.O. HEIGHT = PANEL HEIGHT - 7.0375" D.L.O. WIDTH= PANEL WIDTH - 7.3125" OUTSWING DOOR WATER TEST PRESSURE WATER TEST PRESSURE PRESSURE PANEL SIZE GLASS TYPE (PSF) X:5 36" X 96" Gl/G2 15.0 36" X 96" < X <_ 36" X 114" 11.25 X > 36" X 114" 9.75 INSWING DOOR WATER TEST PRESSURE WATER TEST PRESSURE PRESSURE PRESSURE PANEL SIZE GLASSTYPE (PSF) X:5 44" X 114" Gl/G2 9.0 INSWING OR OUTSWING DOOR WATER TEST PRESSURE U PRESSURE PANEL SIZE GLASS TYPE (PSF) X<36"X144" G3 -G10 9.75 euro wall' EURO -WALL, LLC NORTH PORT,RT, FL FL 34290 PH: 18881989-3876 ° No 8 1900 NE MIAMI COURT, STE. 2-15 F8PE CERT. OF AUTHOREATION No. 29578 FL #: FL17838 DATE: 10,09,20 ILL I SM SCALE: NTS DWG.#: EWS016 1H U Z n E u v 3 C, co g-_ LLcr z� L7ia° m0 = Z Z= s a UO` no 4g m J 0 2 m Q 3 H ¢ H m a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR UPD. FB 12/2 MISC. UPDATE SH 02/24 ND MAY NOT (REFLECT ACTUAL INICA FROM THE REQUIREIT'MENTS DETAILED ENGIDOCUMENTS FOR US01 E CONMTIONS FOR ASPECIF HEREIN, A LICENSEDE 1. W RH TH6 DOCUMENTCIFI ° No 8 1900 NE MIAMI COURT, STE. 2-15 F8PE CERT. OF AUTHOREATION No. 29578 FL #: FL17838 DATE: 10,09,20 ILL I SM SCALE: NTS DWG.#: EWS016 1H MAX. G FRAME 11 -1EIGHT A 11 MAX. PANEL HEIGHT SEE BELOW & SHEET 3 MAX. D.L.O. HEIGHT __j ELEVATION T OUTSWING UNIT WITH PANIC EXIT DEVICE LOCKING HARDWARE NOTE: PANELS SHOWN ARE BASED ON TESTING, OTHER APPROVED CONFIGURATIONS AREAS FOLLOWS: 2 PANEL -2L, 2R, 1L 1R 3 PANEL - 3L, 3R, 2L 1R, 1L 211 4 PANEL -4L, 4R, 3L 1R, 1L 3R, 2L 211 5 PANEL -5L, 5R, 4L 1R, 1L 4R, 3L 2R, 2L 311 6 PANEL - 6L, 6R, 5L 1R, 1L 5R, 4L 2R, 2L 4R, 3L 313 7 PANEL -7L, 7R, 6L 1R, 1L 6R, 5L 2R, 2L 5R, 4L 3R, 3L 4R 8 PANEL - 8L, 8R, 7L 1R, 1L 7R, 6L 2R, 2L 6R, SL 3R, 3L SR, 4L 411 9 PANEL - 9L, 9R, 8L 1R, 1L 8R, 7L 2R, 2L 7R, 6L 3R, 3L 6R, 5L 4R, 4L SR FOR DOOR WITH GLASS TYPE 1 & 2, OVERALL FRAME AREA SHALL NOT EXCEED 415 FT2 (1.5 X TESTED FRAME AREA). FOR DOOR WITH GLASS TYPE 3, 4, 5, 6, 7, 8, 9, & 10, OVERALL FRAME AREA SHALL NOT EXCEED 334 FT2 (1.5 X TESTED FRAME AREA). NOTE: THE WALL CENTER PIVOT AND CENTER HINGE IS NOT REQUIRED WHEN THE DOOR HEIGHT IS LESS THAN 72". NOTE: PANIC EXIT DEVICE ONLY QUALIFIED FOR USE IN THE OUTSWING CONFIGURATION WITH ADA SILL. NOTE: DOORS WITH PANIC EXIT DEVICE LOCKING HARDWARE SHALL BE LIMITED TO THE DIMENSIONS SHOWN IN THE TABLE BELOW AND THE SIZES GIVEN ON SHEET 3 GLASS DESIGN PRESSURE TABLES. THE LOWER OF THE TWO DESIGN PRESSURE VALUES SHALL GOVERN. DOORS WITH PANIC DEVICE ARE NOT RATED FOR WATER INFILTRATION. D.L.O. HEIGHT = PANEL HEIGHT- 7.0375" D.L.O. WIDTH = PANEL WIDTH -7.3125" PANIC EXIT DEVICE LOCKING HARDWARE DESIGN PRESSURE TABLE (+/- PSF) FOR OUT -SWING DOOR ONLY U � NOMINAL PANEL WIDTH (INCHES) lu O mO >-� 20.0 24.0 28.0 32.0 36.0 40.0 44.0 48.0 52.0 ,7 72.0 65.00 65.00 65.00 65.00 65.00 65.0 65.0 65.0 65.0 o 0 78.0 65.00 65.00 65.00 65.00 65.00 65.0 65.0 65.0 65.0 Z 84.0 65.00 65.00 65.00 65.00 65.00 65.0 65.0 65.0 ~90.0 x MISC. UPDATE 65.00 65.00 65.00 65.00 65.00 65.0 65.0 65.0 - O 96.0 65.00 65.00 65.00 65.00 65.00 65.0 65.0 = 102.0 65.00 65.00 65.00 65.00 65.00 65.0 108.0 65.00 65.00 65.00 65.00 65.00 65.0 z 114.0 65.00 1 65.00 65.00 65.00 65.00 120.0 65.00 65.00 65.00 65.00 65.00 euro wall' EURO -WALL, LLC P.O. BOX 8D07 NORTH PORT, FL 34290 PH: 18881989-3876 0 No 8 1900 NE MIAMI COURT, STE. 2-15 FBPE CERT. OF AUTHORQATION No. 29578 FL #: FL17838 DATE: 10,09,20 ILL I SM SCALE: NTS DWG.#: EWS016 5 U � Z E lu O mO >-� zm H O m zG,m<a co F LLcr 0 l7�aP°`g m UOQ sm 4g m oZ,x 3Z �^ 3 � Z 2 o 0 Y m Lu s w =o m 0 ¢ U� w z a - H H a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UP . SH 09/23 JORDAN'S DOOR UPD. FB 12/2 MISC. UPDATE SH 02/24 ND MAY NOT IREFLECTACTUALCONDITIONS FROM THE REQUIREMENTS DETCAU"AILED ENGIOOCUMENTS FOR USE FOR ASPECIF HEREIN, A LICENSEODEVIAT01 E W RH TH6 DOCUMENTCIFI 0 No 8 1900 NE MIAMI COURT, STE. 2-15 FBPE CERT. OF AUTHORQATION No. 29578 FL #: FL17838 DATE: 10,09,20 ILL I SM SCALE: NTS DWG.#: EWS016 5 MAX. FRAME WIDTH MAX. PANEL WIDTH SEE SHEET 3 A B C A B C 9 9 9 30 10 10 MAX. D.L.O. MAX. A FRAME 11 HEIGHT 11 MAX. PANEL HEIGHT SEE SHEET 3 MAX. D. L.O. HEIGHT ELEVATION INSWING/OUTSWING UNIT WITH STANDARD LOCKING HARDWARE NOTE: PANELS SHOWN ARE BASED ON TESTING, OTHER APPROVED CONFIGURATIONS ARE AS FOLLOWS: 3 PANEL - 1L 2LR, 2LR 1R 4 PANEL- 1L 21-11111 5 PANEL - 1L 4LR, 4LR 1R 6 PANEL - 1L 4LR 111 7 PANEL - 1L 6LR, 6LR 1R 8 PANEL- 1L 61-11 1R 9 PANEL- 1L 81-11, 8LR 111 FOR DOOR WITH GLASS TYPE 1 & 2, OVERALL FRAME AREA SHALL NOT EXCEED 415 FT (1.5 X TESTED FRAME AREA). FOR DOOR WITH GLASS TYPE 3, 4, 5, 6, 7, 8, 9, & 10, OVERALL FRAME AREA SHALL NOT EXCEED 334 FT (1.5 X TESTED FRAME AREA). NOTE: Ao.= THE WALL CENTER PIVOT AND CENTER HINGE 11 IS NOT REQUIRED WHEN THE DOOR HEIGHT IS GLASS TYPE LESS THAN 72". 11 Gl/G2 15.0 / —C.L. DOORS WITH STANDARD LOCKING 9.75 HARDWARE MAY BE USED AT ANY PANEL SIZE GIVEN IN SHEET 3 GLASS DESIGN PRESSURE m 0 TABLES. A \ \ / H \ a 12 \ MISC. UPDATE \ / JORDAN'S DOOR UPD. FB 12/2 B SH 02/24 \ HEREIN ARE GENERIC CONDITIONS FOR ASPECIFIC HEREIN, A LICENSEOD-ATE _HIREIARE SITE THIS OOCUMENTCIIII B \ \ 12 12 C F / C 12 11 / 12 13 \ Ca.. B B C o... 11 11 11 13 \ \ \ 48" \ 35" \38" / \ / 35" / ELEVATION INSWING/OUTSWING UNIT WITH STANDARD LOCKING HARDWARE NOTE: PANELS SHOWN ARE BASED ON TESTING, OTHER APPROVED CONFIGURATIONS ARE AS FOLLOWS: 3 PANEL - 1L 2LR, 2LR 1R 4 PANEL- 1L 21-11111 5 PANEL - 1L 4LR, 4LR 1R 6 PANEL - 1L 4LR 111 7 PANEL - 1L 6LR, 6LR 1R 8 PANEL- 1L 61-11 1R 9 PANEL- 1L 81-11, 8LR 111 FOR DOOR WITH GLASS TYPE 1 & 2, OVERALL FRAME AREA SHALL NOT EXCEED 415 FT (1.5 X TESTED FRAME AREA). FOR DOOR WITH GLASS TYPE 3, 4, 5, 6, 7, 8, 9, & 10, OVERALL FRAME AREA SHALL NOT EXCEED 334 FT (1.5 X TESTED FRAME AREA). D.L.O. HEIGHT = PANEL HEIGHT - 7.0375" D. L.O. WIDTH = PANEL WIDTH - 7.3125" OUTSWING DOOR NOTE: Ao.= THE WALL CENTER PIVOT AND CENTER HINGE 11 IS NOT REQUIRED WHEN THE DOOR HEIGHT IS GLASS TYPE LESS THAN 72". 11 Gl/G2 15.0 NOTE: —C.L. DOORS WITH STANDARD LOCKING 9.75 HARDWARE MAY BE USED AT ANY PANEL SIZE GIVEN IN SHEET 3 GLASS DESIGN PRESSURE m 0 TABLES. D.L.O. HEIGHT = PANEL HEIGHT - 7.0375" D. L.O. WIDTH = PANEL WIDTH - 7.3125" OUTSWING DOOR WATER TEST PRESSURE U PRESSURE PRESSURE PANEL SIZE GLASS TYPE (PSF) X < 36" X 96" Gl/G2 15.0 36" X 96" < X < 36" X 114" 11.25 X > 36" X 114" 9.75 INSWING DOOR WATER TEST PRESSURE U PRESSURE PANEL SIZE GLASS TYPE (PSF) X!5 44"X 114" Gl/G2 9.0 INSWING OR OUTSWING DOOR WATER TEST PRESSURE U PRESSURE(PSF) PANEL SIZE GLASS TYPE X < 36" X 144" G3 - G10 9.75 euro wall' EURO -WALL, LLC P.O. BOX 8007 NORTH PORT, FL 34290 PH: 1888) 989-3876 No 8 F; 1900 BE MIAMI COURT, STE. 2-15 AM" IT33" FBPE CERT. OF AUTHORQATION No. 29578 FL #: FL17838 DATE: 10,09,20 ILL I SM SCALE: NTS DWG.#: EWS016 A U Z n E u v 3 a e C) (D co oZ oQu__a LLcr m 0 W H a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR UPD. FB 12/2 MISC. UPDATE SH 02/24 HE ON DETAUS DESCRIBED NO MAY NOT (REFLECT ACTUAL I'TFROM THE REQUIREMENTS DETAILED ENGIOR 1HALL DOCUMENTS FOR CT USE HEREIN ARE GENERIC CONDITIONS FOR ASPECIFIC HEREIN, A LICENSEOD-ATE _HIREIARE SITE THIS OOCUMENTCIIII No 8 F; 1900 BE MIAMI COURT, STE. 2-15 AM" IT33" FBPE CERT. OF AUTHORQATION No. 29578 FL #: FL17838 DATE: 10,09,20 ILL I SM SCALE: NTS DWG.#: EWS016 A N FR HE MAX. FRAME WIDTH Q9 MAX. ELEVATION OUTSWING UNIT WITH PANIC EXIT DEVICE LOCKING HARDWARE NOTE: PANELS SHOWN ARE BASED ON TESTING, OTHER APPROVED CONFIGURATIONS ARE AS FOLLOWS: 3 PANEL- 1L 2LR, 2LR 1R 4 PANEL- 1L 2LR 111 5 PANEL- 1L 4LR, 4LR 1R 6 PANEL - 1L 4LR 1R 7 PANEL- 1L 6LR, 6LR 1R 8 PANEL - 1L 6LR 111 9 PANEL - 1L 8LR, 8LR 111 FOR DOOR WITH GLASS TYPE 1 & 2, OVERALL FRAME AREA SHALL NOT EXCEED 415 FT2 (1.5 X TESTED FRAME AREA). FOR DOOR WITH GLASS TYPE 3, 4, 5, 6, 7, 8, 9, & 10, OVERALL FRAME AREA SHALL NOT EXCEED 334 FT (1.5 X TESTED FRAME AREA). h NOTE: THE WALL CENTER PIVOT AND CENTER HINGE IS NOT REQUIRED WHEN THE DOOR HEIGHT IS LESS THAN 72". NOTE: PANIC EXIT DEVICE ONLY QUALIFIED FOR USE IN THE OUTSWING CONFIGURATION WITH ADA SILL. NOTE: DOORS WITH PANIC EXIT DEVICE LOCKING HARDWARE SHALL BE LIMITED TO THE DIMENSIONS SHOWN IN THE TABLE BELOW AND THE SIZES GIVEN ON SHEET 3 GLASS DESIGN PRESSURE TABLES. THE LOWER OF THE TWO DESIGN PRESSURE VALUES SHALL GOVERN. DOORS WITH PANIC DEVICE ARE NOT RATED FOR WATER INFILTRATION. D.L.O. HEIGHT = PANEL HEIGHT - 7.0375" D.L.O. WIDTH = PANEL WIDTH - 7.3125" PANIC EXIT DEVICE LOCKING HARDWARE DESIGN PRESSURE TABLE (+/- PSF) FOR OUT -SWING DOOR ONLY N U ~ NOMINAL PANEL WIDTH (INCHES) � jw via 3 00 z OH 4.0 28.0 32.0 36.0 40AN A 48.0 52.0 w 72.0 65.00 65.00 65.00 65.00 65.00 12 65.0 65.0 65.0 10 78.0 65.00 65.00 65.00 65.00 B 65.0 65.0 65.0 65.0 a - 84.0 65.00 65.00 65.00 12 65.00 65.0 65.0 65.0 4X. 90.0 65.00 65.00 C 65.00 F 65.0 65.0 ME 96.0 65.00 12 65.00 11 65.00 65.0 SHT A A 102.0 B 65.00 D.,,. 65.00 65.00 65.0 11 13 11 65.00 11 65.00 65.00 MAX. 65.0 ¢ 114.0 65.00 65.00 65.00 PANEL 65.00 120.0 1 65.00 1 65.00 HEIGHT 1 65.00 1 65.00 SEE BELOW & SHEET 3 MAX. D.L.O. HEIGHT 48" L 35" 8" 4 -� ELEVATION OUTSWING UNIT WITH PANIC EXIT DEVICE LOCKING HARDWARE NOTE: PANELS SHOWN ARE BASED ON TESTING, OTHER APPROVED CONFIGURATIONS ARE AS FOLLOWS: 3 PANEL- 1L 2LR, 2LR 1R 4 PANEL- 1L 2LR 111 5 PANEL- 1L 4LR, 4LR 1R 6 PANEL - 1L 4LR 1R 7 PANEL- 1L 6LR, 6LR 1R 8 PANEL - 1L 6LR 111 9 PANEL - 1L 8LR, 8LR 111 FOR DOOR WITH GLASS TYPE 1 & 2, OVERALL FRAME AREA SHALL NOT EXCEED 415 FT2 (1.5 X TESTED FRAME AREA). FOR DOOR WITH GLASS TYPE 3, 4, 5, 6, 7, 8, 9, & 10, OVERALL FRAME AREA SHALL NOT EXCEED 334 FT (1.5 X TESTED FRAME AREA). h NOTE: THE WALL CENTER PIVOT AND CENTER HINGE IS NOT REQUIRED WHEN THE DOOR HEIGHT IS LESS THAN 72". NOTE: PANIC EXIT DEVICE ONLY QUALIFIED FOR USE IN THE OUTSWING CONFIGURATION WITH ADA SILL. NOTE: DOORS WITH PANIC EXIT DEVICE LOCKING HARDWARE SHALL BE LIMITED TO THE DIMENSIONS SHOWN IN THE TABLE BELOW AND THE SIZES GIVEN ON SHEET 3 GLASS DESIGN PRESSURE TABLES. THE LOWER OF THE TWO DESIGN PRESSURE VALUES SHALL GOVERN. DOORS WITH PANIC DEVICE ARE NOT RATED FOR WATER INFILTRATION. D.L.O. HEIGHT = PANEL HEIGHT - 7.0375" D.L.O. WIDTH = PANEL WIDTH - 7.3125" PANIC EXIT DEVICE LOCKING HARDWARE DESIGN PRESSURE TABLE (+/- PSF) FOR OUT -SWING DOOR ONLY N U ~ NOMINAL PANEL WIDTH (INCHES) � jw via 3 00 z OH 4.0 28.0 32.0 36.0 40AN 44.0 48.0 52.0 w 72.0 65.00 65.00 65.00 65.00 65.00 65.0 65.0 65.0 65.0 10 78.0 65.00 65.00 65.00 65.00 65.00 65.0 65.0 65.0 65.0 a - 84.0 65.00 65.00 65.00 65.00 65.00 65.0 65.0 65.0 ~ x 90.0 65.00 65.00 65.00 65.00 65.00 65.0 65.0 65.0 - 96.0 65.00 65.00 65.00 65.00 65.00 65.0 65.0 = 102.0 65.00 65.00 65.00 65.00 65.00 65.0 108.0 65.00 65.00 65.00 65.00 65.00 65.0 ¢ 114.0 65.00 65.00 65.00 65.00 65.00 120.0 1 65.00 1 65.00 1 65.00 1 65.00 1 65.00 euro wall' EURO- ALL, LLC P.O. BOX 8007 NORTH PORT, FL 34290 PH: 1888) 989-3876 O No 8 1900 NE MIAMI COURT, STE. 2-15 FBPE CERT. OF AUTHOREATION No. 29578 FL #: FL17838 DATE: 10,09,20 ILL I SM SCALE: NTS DWG.#: EWS016 N U ~ Z E � jw via 3 00 z OH at e' 0 m'w< co an0 070 ww Z is�LL UOQ sm 48 m 6Z 3Z�^ 3 �Z2 10 5.: ED W E' w =D m o ¢ w z a - H H i m a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR UPD. FB 12/2 MISC. UPDATE SH 02/24 ND MAY NOT IREFLECTACTUALCONDITIONS FROM THE REOUIREMENTS DETAILED ENGIOOCUMENTS FOR USE FOR ASPECIF E HEREIN, A LICENSED W RH TH6 DOCUMENT. O No 8 1900 NE MIAMI COURT, STE. 2-15 FBPE CERT. OF AUTHOREATION No. 29578 FL #: FL17838 DATE: 10,09,20 ILL I SM SCALE: NTS DWG.#: EWS016 6" FROM 12" MAX. CORNERS O.C. SPACING 6" FROM 12" MAX. O.C. CORNERS SPACING ANCHOR LAYOUT THROUGH FRAME NOTE: FOR MORE ANCHOR INFORMATION (INSTALLATION TYPE, SPACING, QUANTITY, ANCHOR TYPE, QUALIFIED SUBSTRATES) SEE SHEET 14 O.C. IG 6" FROM CORNERS euro wall EURO -WALL, LLC P.O. BOX 800] NORTH PORT, FL 34290 PH: 18881989-38]6 U Z E g V s o l7f<==a atOa 3 z��u N Z Z 3 = ¢ m W m H a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR UPD. FB 12/23 MISC. UPDATE SH 02/24 ND MAY NOT IREFLECTACTUALCONDITIONS I'TFflOM THE flEQUIflEMEN1S DETAILED ENGIDOCUMENTS FOR USE FOR ASPECIFK HEflEINNTI A LICENSEDE W RH TH6 DOCUMENTCIFI 24" MA; SPACI r s / 0 s r i 6" FROM 12" MAX. O.C. CORNERS SPACING ANCHOR LAYOUT THROUGH FRAME NOTE: FOR MORE ANCHOR INFORMATION (INSTALLATION TYPE, SPACING, QUANTITY, ANCHOR TYPE, QUALIFIED SUBSTRATES) SEE SHEET 14 O.C. IG 6" FROM CORNERS euro wall EURO -WALL, LLC P.O. BOX 800] NORTH PORT, FL 34290 PH: 18881989-38]6 No 8 1900 NE MIAMI COUNT, STE. 2-15 FBPE CERT. OF AUTHORQATION No. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 OF U Z E g V s o l7f<==a atOa 3 z��u N Z Z 3 = ¢ m W m H a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR UPD. FB 12/23 MISC. UPDATE SH 02/24 ND MAY NOT IREFLECTACTUALCONDITIONS I'TFflOM THE flEQUIflEMEN1S DETAILED ENGIDOCUMENTS FOR USE FOR ASPECIFK HEflEINNTI A LICENSEDE W RH TH6 DOCUMENTCIFI No 8 1900 NE MIAMI COUNT, STE. 2-15 FBPE CERT. OF AUTHORQATION No. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 OF EXTERIOR SEE GLAZING DETAILS SHEETS 1 & 2 x c7 INTERIOR EXTERIOR w � O z Q Cf SEE GLAZING DETAILS SHEETS 1 & 2 VERTICAL SECTION C) HEAD AND STANDARD SILL OUTSWING DOOR SEE GLAZING DETAILS SHEETS 1 & 2 INTERIOR SEE GLAZING DETAILS SHEETS 1 & 2 VERTICAL SECTION C, HEAD AND STANDARD SILL DETAIL INSWING DOOR NOTE: SILL NOT APPROVED FOR WATER PENETRATION. x Q9 EXTERIOR = m SEE GLAZING DETAILS SHEETS 1 & 2 INTERIOR SEE GLAZING DETAILS SHEETS 1 & 2 euro -wall' EURO -WALL, LLC P.O. BOX 8007 NORTH PORT, FL 34290 PH: 18881989-38]6 VERTICAL SECTION C) HEAD AND ADA SILL DETAIL OUTSWING DOOR g NF s NOTE: qc')G oma9 SILL NOT APPROVED FOR U N WATER PENETRATION. 3 euro -wall' EURO -WALL, LLC P.O. BOX 8007 NORTH PORT, FL 34290 PH: 18881989-38]6 No 8 1900 NE MIAMI COURT, STE. 2-15 FBPE CERT. OF AUTHORQATION No. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 9 OF U Z E g NF s qc')G oma9 L,z¢y m0? U N 2 z 3 2 00 W > ¢ H Q a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR UPD. FB 12/2 MISC. UPDATE SH 02/24 HE ON DFTAIB DESCRIBED ND MAY NOT (REFLECT ACTUAL "TE "'TE CNl"lN'CAlEIN'ALT"NTl FROM THE REOUIREM ENT5 DETAILED ENGINEER CT DOCUMENIS FOR USE HEREIN ARE GENERIC CONDITIONS FOR SPECIFIC HEREIN, A LICENSEDE W BH THIS DOCUMEMCIFI No 8 1900 NE MIAMI COURT, STE. 2-15 FBPE CERT. OF AUTHORQATION No. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 9 OF EXTERIOR SEE GLAZING DETAILS SHEETS 1 & 2 INTERIOR SEE GLAZING DETAILS SHEETS 1 & 2 rA--� �1 VERTICAL SECTION \ n HEAD AND MODIFIED SILL OUTSWING DOOR NOTE: SILL NOT APPROVED FOR WATER PENETRATION. EXTERIOR SEE GLAZING DETAILS SHEETS 1 & 2 FERIOR SEE GLAZING DETAILS SHEETS 1 & 2 VERTICAL SECTION HEAD AND MODIFIED SILL DETAIL INSWING DOOR NOTE: SILL NOT APPROVED FOR WATER PENETRATION. x EXTERIORU. = U a I SEE GLAZING DETAILS SHEETS 1 & 2 INTFRIOR euro -wall' EURO -WALL, LLC P.O. BOX 8007 NORTH PORT, FL 34290 PH: 18881989-38]6 rC--� U AILS GLAZING SHEETS 1 & 2 Z E g NF s NOTE: qc')G oma9 L,z¢y m0? U N 2 z 3 2 00 W¢` > DO H a a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UP . SH 09/23 JORDAN'S DOOR UPD. FB 12/2 MISC. UPDATE SH 02/24 DESCRIBED NO MAY NOT (REFLECT ACTUAL FROM THE REOUIREM ENT5 DETAILED ENGINEER ORAKFUTECTSHALL DOCUMENTS FOR USE HEREIN ARE GENER17 CONDITIONS FOR SPECIFIC HEREIN, A LICENSEDE PREPARE SITE SPECIFIC WITH THIS DOCUMENT. rC--� VERTICAL SECTION AILS GLAZING SHEETS 1 & 2 HEAD AND ADA SILL DETAIL INSWING DOOR O NOTE: No 8 F; SILL NOT APPROVED FOR rC--� VERTICAL SECTION 0 HEAD AND ADA SILL DETAIL INSWING DOOR NOTE: SILL NOT APPROVED FOR WATER PENETRATION. 1900 NE MIAMI COURT, STE. 2-15 FBPE CERT. OF AUTHORQATION No. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL I SM SCALE: NTS DWG.#: EWS016 SHEET 10 OF INTERIOR D.L.O. SEE GLAZIN( DETAILS SHEETS EXTERIOR O.A. FRAME WIDTH HORIZONTAL SECTION JAMB DETAIL/ OUTSWING — D.L.O. —{ I— D.L.O. — SEE GLAZINI :TAILS SHEETS EXTERIOR O.A. FRAME WIDTH g HORIZONTAL SECTION PANEL TO PANEL DETAIL/ OUTSWING O.A. FRAME WIDTH HORIZONTAL SECTION STANDARD HARDWARE DETAIL/ OUTSWING TSI&2 O.A. FRAME WIDTH HORIZONTAL SECTION PANEL TO PANEL DETAIL/ OUTSWING INTERIOR SEE GLAZING DETAILS SHEETS 1 & 2 I D.L.O. EXTERIOR O.A. FRAME WIDTH - G HORIZONTAL SECTION JAMB DETAIL/ INSWING L— O.A. FRAME WIDTH rE--� HORIZONTAL SECTION JAMB DETAIL W/ STANDARD HARDWARE/ INSWING EXTERIOR O.A. FRAME WIDTH SEE GLAZING TAILS SHEETS 1 & 2 1�1 HORIZONTAL SECTION \'� '� pAMB DETAIL W/ STANDARD HARDWARE/ OUTSWING O.A. FRAME WIDTH � HORIZONTAL SECTION PANEL TO PANEL DETAIL/ INSWING INTERIOR SEE GLAZING DETAILS SHEETS 1 & 2 D.L.O. T I— D.L.O. -- EXTERIOR EXTERIOR O.A. FRAME WIDTH 1�1 HORIZONTAL SECTION \'� '� / STANDARD HARDWARE DETAIL/ INSWING euro wall EURO -WALL, LLC P.O. BOX 8C07 NORTH PORT, FL 34290 PH: 18881989-38]6 U Z E a rr INTERIOR O�M$ae > ntOa vT V' Ea==s Lo0� Zis>:LL GLAZING 0 o m J zz O SEE GLAZING SEE GLAZING m INTERIOR SEE GLAZINGS F H 416-1 Am m a REMARKS SHEETS 1 & 2 MISC. UPDATE OL 06/23 DETAILS SHEETS 1 & 2 DETAILS SHEETS 1 & 2 MISC. UPDATE SH 02/24 DETAILS SHEETS 1 & 2 FOR A SPEOFI HEREIN, A L"T"TN TOICENSEDE SUI 111C HC WITH THIS DOCUMENT. L ; *INTER10,R,E 3D.L.O. D.L.O. — D.L.O. —{ D.L.O. — EXTERIOR EXTERIOR O.A. FRAME WIDTH HORIZONTAL SECTION PANEL TO PANEL DETAIL/ OUTSWING INTERIOR SEE GLAZING DETAILS SHEETS 1 & 2 I D.L.O. EXTERIOR O.A. FRAME WIDTH - G HORIZONTAL SECTION JAMB DETAIL/ INSWING L— O.A. FRAME WIDTH rE--� HORIZONTAL SECTION JAMB DETAIL W/ STANDARD HARDWARE/ INSWING EXTERIOR O.A. FRAME WIDTH SEE GLAZING TAILS SHEETS 1 & 2 1�1 HORIZONTAL SECTION \'� '� pAMB DETAIL W/ STANDARD HARDWARE/ OUTSWING O.A. FRAME WIDTH � HORIZONTAL SECTION PANEL TO PANEL DETAIL/ INSWING INTERIOR SEE GLAZING DETAILS SHEETS 1 & 2 D.L.O. T I— D.L.O. -- EXTERIOR EXTERIOR O.A. FRAME WIDTH 1�1 HORIZONTAL SECTION \'� '� / STANDARD HARDWARE DETAIL/ INSWING euro wall EURO -WALL, LLC P.O. BOX 8C07 NORTH PORT, FL 34290 PH: 18881989-38]6 No 8 1900 NEM AMI MIAMI,COURT, 5TE.315 FEPE CERT. OF ORIZATION N.. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 11 OF U Z E a rr O� zo O�M$ae > ntOa vT V' Ea==s Lo0� Zis>:LL U C) ¢ N Z 0 o m J zz O 3 O m p m F H 416-1 Am m a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR UPD. FB 12/2 MISC. UPDATE SH 02/24 H'I"TALITIN DIA"NO MAY NOT IREFL-ACTUALCONDITIO. FROM THE REOUIREM ENTS DETAILED ENGI1411111 AICI TCT ITALL DOCUM ENTS FOREUSE FOR A SPEOFI HEREIN, A L"T"TN TOICENSEDE SUI 111C HC WITH THIS DOCUMENT. No 8 1900 NEM AMI MIAMI,COURT, 5TE.315 FEPE CERT. OF ORIZATION N.. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 11 OF SE DETAILS SF INTERIOR D.L.O. —d [-- D.L.O EXTERIOR O.A. FRAME WIDTH INTERIOR SEE GLAZING INTERIOR SEE GLAZING GLAZING DETAILS SHEETS 1 & 2 JDETAILS SHEETS 1 & 2 SHEETS 1 K-2-\ O � I I 1 D.L.O. �— D.L.O. D.L.O. O �— D.L.O. EXTERIOR EXTERIOR O.A. FRAME WIDTH O.A. FRAME WIDTH q HORIZONTAL SECTION HORIZONTAL SECTION C HORIZONTAL SECTION PANEL TO PANEL DETAIL/ INSWING PANEL TO PANEL DETAIL/ OUTSWING qr PANEL TO PANEL DETAIL/ INSWING NOTE: DETAIL B/12 & C/12 ARE APPLICABLE FOR CONFIGURATIONS LISTED ON SHEETS 4 - 7 WHEN PANELS DO NOT EXCEED 30 FT' SEE GLAZING DETAILS SHEETS 1 SEE GLAZING \ILS SHEETS 1 & 2 tXI tKI UK O.A. FRAME WIDTH 1�/ HORIZONTAL SECTION \'� , / PANIC HARDWARE DETAIL/ OUTSWING INTERIOR EXTERIOR O.A. FRAME WIDTH SEE GLAZING DETAILS SHEETS 1 & 2 �� HORIZONTAL SECTION JAMB DETAIL W/ PANIC HARDWARE/ OUTSWING euro wall EURO -WALL, LLC P.O. BOX 8007 NORTH PORT, FL 34290 PH: 18881989-3876 No 8 1900 NEM AMI MIAMI,COURT, STE.315 SLSZ FGPE CERT. OF AUTHORIZATION N.. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 12 OF U Z n E uj uj s a O?� p U QGJ°�<a 4n0a Eo0� Z=sou J 6z2 Z O 3 � W m p m F H 416-1 � m a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR UPD. FB 12/2 MISC. UPDATE SH 02/24 NO MAY NOT IRE, I-ACTUALCONDITIONS FROM THE REOUIREM ENTS DETAILED ENGIDOCUM ENTS FORNEER OR ARCH ECT SHALL USE FOR A SPECIFI HERE, N, A LICENSEDE PREPARE SITE SPECIFIC WITH THIS DOCUMENT. No 8 1900 NEM AMI MIAMI,COURT, STE.315 SLSZ FGPE CERT. OF AUTHORIZATION N.. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 12 OF SEE GLAZING DETAILS SHEETS 1 EXTERIOR O.A. FRAME WIDTH HORIZONTAL SECTION 3 PANIC HARDWARE DETAIL/ OUTSWING F1&2 SEE GLAZING DETAILS SHEET 1 & 2 SEE GLAZING DETAILS SHEET 1 & 2 D.L.O. INTERIOR SEE GLAZING DETAILS SHEET 1 & 2 D.L.O. EXTERIOR O.A. FRAME WIDTH 1� HORIZONTAL SECTION \ 4 � J STANDARD HARDWARE DETAIL/ OUTSWING SEE GLAZING DETAILS SHEET 1 & 2 EXTERIOR ..FRAME WIDTH HORIZONTAL SECTION STANDARD HARDWARE DETAIL/ INSWING euro wall EURO -WALL, LLC P.O. BOX 8C07 NORTH PORT, FL 34290 PH: 18881989-38]6 No 8 1900 NEM AMI MIAMI,COURT, 5TE.315 FBPE CERT. OF AUTHORIZATION N.. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 13 OF u Z E g V s O?� 0GM'w<_ J a o zis==s Z i U 00 N D m m Z Z 3 = a m W¢� o H JMm a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR UPD. FB 12/2 MISC. UPDATE SH 02/24 NO MAY NOT I-I.-ACIN 'ETA"TUALCONDITIONS FROM THE REOUIREM ENTS DETAILED ENGI14111 OR ARCI TCTITALL DOCUMENT, FOREUSE OR FOR A SPEOFI HEREIN, A LICENSEDE PRIPARI SUI 111C HC WITH THIS DOCUMENT. No 8 1900 NEM AMI MIAMI,COURT, 5TE.315 FBPE CERT. OF AUTHORIZATION N.. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG.#: EWS016 13 OF MIN. 2"MIN. EDGE DISTANCE i SPACING BY OTHERS SEALANT BY OTHERS 1/4" MAX. SHIM SPACE ANCHOR LOCATION EXTERIOR INTERIOR [� ANCHOR DETAIL HEAD -THROUGH FRAME MIN. EMBEDMENT SUBSTRATE J MIN. INSTALLATION NOTES: 1" MIN. I_ BY OTHERS EDGE DISTANCE F` SPACING 1. TWO (2) INSTALLATION ANCHORS REQUIRED AT EACH LOCATION SHOWN. ANCHOR DETAIL 2. OPTIONAL 1X AND 2X WOOD STUDS FOR CONCRETE/CMU INSTALLATION. ADA SILL- THROUGH FRAME 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. 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 BY THE ANCHOR MANUFACTURER. ANCHORSCHEDULE INSTALLATION MIN. SUBSTRATE EMBEDMENT MIN. EMBEDMENT MIN. EDGE DISTANCE MIN. EMBEDMENT ANCHOR LOCATION LOCATION 1/4" MAX. SHIM SPACE (IN.) 2 WOOD (MIN. S.G.=0.55) INTERIOR r SEALANT BYMIN. ED GE CONCRETE (MIN. F'C= OTHERS EXTERIOR INTERIOR 1/4„ DISTANCE 2 3,000 PSI) OR CMU (PER 1/4" ITW TAPCON 1.75 MAX. SHIM THRU FRAME ASTM C90) SPACE METAL STUD (STEEL MIN. ANCHOR 18GA, Fy= 33 KSI1/4" SMS OR SELF 3 THREADS 2W DRILLING SCRE PENETRATION BEYOND METAL WALL 0.50 13/8" MIN. O. ZLOCATION 6063-T5) SPACING MIN. EMBEDMENT nlll EXTERIOR SUBSTRATE SUBSTRATE MIN. BY OTHERS SEALANT BY BY OTHERS EDGE DISTANCE OTHERS 1" MIN. SPACING ANCHOR DETAIL�� ANCHOR DETAIL STANDARD OR MODIFIED SILL - THROUGH FRAME JAMBS -THROUGH FRAME INSWING/OUTSWING ` ANCHOR LOCATION SEALANT BY OTHERS EXTERIOR INTERIOR 1/4" MAX. SHIM SPACE MIN. EMBEDMENT SUBSTRATE J MIN. INSTALLATION NOTES: 1" MIN. I_ BY OTHERS EDGE DISTANCE F` SPACING 1. TWO (2) INSTALLATION ANCHORS REQUIRED AT EACH LOCATION SHOWN. ANCHOR DETAIL 2. OPTIONAL 1X AND 2X WOOD STUDS FOR CONCRETE/CMU INSTALLATION. ADA SILL- THROUGH FRAME 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. 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 BY THE ANCHOR MANUFACTURER. ANCHORSCHEDULE INSTALLATION QTY PER SUBSTRATE ANCHORTYPE MIN. EMBEDMENT MIN. EDGE DISTANCE TYPE LOCATION (IN) (IN.) 2 WOOD (MIN. S.G.=0.55) #14 WOOD SCREW 1.50 0.75 CONCRETE (MIN. F'C= 2 3,000 PSI) OR CMU (PER 1/4" ITW TAPCON 1.75 2.50 THRU FRAME ASTM C90) METAL STUD (STEEL MIN. 18GA, Fy= 33 KSI1/4" SMS OR SELF 3 THREADS 2W DRILLING SCRE PENETRATION BEYOND METAL WALL 0.50 ALUMINUM MIN 1/8", 6063-T5) euro wall EURO -WALL, LLC P.O. BOX 8007 NORTH PORT, FL 34290 PH: 18881989-38]6 U Z E g Vi s 0 e' p? wJ? �G^m<< 0 01 u Z i u U Os O S O 2 - z = Oi m 3 X u u 22 m Wg ¢¢ 'm 6-1m H a REMARKS BY DATE MISC. UPDATE OL 06/23 PANIC HARDWARE UPM SH 09/23 JORDAN'S DOOR UPD. FB 12/2 MISC. UPDATE SH 02/24 HE MAY NOT I NOREFLERARUALCONDITIONG FOR A SPECIFI ON TO DI ITE FROM THE REQUIREMENTS DETAILED HEREIN, A LICE.. ENGIDOCOM CT SHALL PREPARE 11TE 1101 HI _S FOR EUSE WITH THIS DOCUMENT. No 8 1900 NEMIAMI COURT, 5TE.315 M —E CERT. OF AUTHORIZATION N.. 29578 FL #: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL I SM SCALE: NTS DWG.#: EWS016 SHEET 14 OF