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HomeMy WebLinkAboutFL16554_R8_II_YKK020 SS 2020-07-26(1)INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING USE #14 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 114 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT. 7. FOR INSTALLATION THROUGH METAL FRAME USE 114 INCH DIAMETER SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE. 8. FOR INSTALLATION THROUGH ALUMINUM MULLION USE 114 INCH DIAMETER SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND ALUMINUM FRAME SUBSTRATE. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 10.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 11.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. 12.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. 13.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER) WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALL THICKNESS. E. ALUMINUM - MINIMUM 1/16 INCH THICK 6063-T5 ALUMINUM. YKK AP America Inc. SERIES 35H ALUMINUM OUTSWING ENTRANCE DOOR (HVHZ) (IMPACT) GENERAL NOTES: 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: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-14 • ASTM E1886-13a • ASTM E1996-14a/17 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD FRAMING AS A 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 ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T5 7. ALL STRUCTURAL MATERIALS & DISSIMILIAR METALS SHALL BE PROTECTED, TREATED, PAINTED, COATED, AND/OR ISOLATED AS REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT FLORIDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 14 & 15 FOR GLAZING DETAILS. 9. DOOR CONFIGURATIONS MAY UTILIZE BUTT HINGES AS DESCRIBED HEREIN OR CONTINUOUS HINGES INTERCHANGEABLY. 10. ALLOWABLE CONFIGURATIONS: X (SINGLE DOOR) OR XX (DOUBLE DOOR) WITH OR WITHOUT TRANSOMS. TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 INSTALLATION & GENERAL NOTES 2 ELEVATIONS 1 3 ELEVATIONS 2 3.1 ELEVATIONS 3 3.2 ELEVATIONS 4 4 ANCHOR LAYOUTS & QUALIFIED HINGE ASSEMBLIES 5 VERTICAL SECTIONS 1 6 VERTICAL SECTIONS 2 7 VERTICAL SECTIONS 3 & THRESHOLD WATER & DP LIM. 8 HORIZONTAL SECTIONS 1 9 HORIZONTAL SECTIONS 2 10 HORIZONTAL/VERTICAL SECTIONS 11 SILL DETAIL WITH RAMP 12 CURTAINWALL INSTALLATION & DOOR CORNER DETAILS 13 FRAME CORNER DETAILS 14 GLAZING DETAILS 1 15 GLAZING DETAILS 2 16 COMPONENTS & BILL OF MATERIALS 17 COMPONENTS (1) 18 COMPONENTS (2) DESIGN PRESSURE TABLE GLAZING TYPES MAX. D.L.O. SIZE MAX. DP IMPACT RATING A, B, C 38.44" X 83.50" +90/-90 PSF LMI & SMI Al, 61, Cl 38.06" X 82.44" +70/-90 PSF LMI & SMI D, E 32.44" X 83.50" +60/-60 PSF LMI & SMI D1, E1 32.06" X 82.44" +50/-50 PSF LMI & SMI F, G, H 38.44" X 82.50" +90/-90 PSF SMI F1, G1 38.06" X 82.44" +70/-90 PSF SMI C, Cl 32.44" X 100.81" +90/-90 PSF LMI & SMI 61, Cl 32.44" X 106.81" +75/-75 PSF LMI NOTE: 1. LMI - LARGE MISSILE IMPACT RATED 2. SMI - SMALL MISSILE IMPACT RATED 3. SEE SHEETS 14 & 15 FOR GLAZING DETAILS 4. SEE SHEETS 2-4 FOR LIMITATIONS ON DESIGN PRESSURE BASED ON SIZE AND LOCKING HARDWARE Quality p Hauqn..,, II YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH: (478)277-1955 FAX: (678)838-6001 Ln U w Z M z 0 Z Na ° vi o z m n I- a Om���m 0 Q z w w Z V z z Z a LL 3 z z o o m < N 0 Q Z > m J CO rn ~ Lu Cr Ln z Lu oc LL W n Q d J W Cl- REMARKS BY DATE 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 WITHTHIS DOCUMENT. )igitally gh� mes�rero ;easgr;�l� in oent • N .7 7 r V S A OF 441 Z. O l�t�trl►ti�� HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. II 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: CHK. BY: HR HFN SCALE: N TS DWG. #: YKK020 SHEET: SHEET 1 OF 20 101" MAX. FRAME WIDTH 66 3816" MAX. 3816" MAX. D.L.O. WIDTH D.L.O. WIDTH 831" 2 MAX. D. L.O. HEIGHT 98111 2 MAX. FRAME HEIGHT 1 C 971, 8 27" 1 27" 27" 758" _ ELEVATION A 831" 2 MAX. D.L.O. HEIGHT 981" 2 MAX. FRAME HEIGHT STANDARD S-POINT LOCK 89" MAX. FRAME WIDTH 32 7 ,, MAX. _ _ 3216" MAX. D.L.O. WIDTH D.L.O. WIDTH 104 9711 8 Q 9 27" p8u P 9 8 27„ T-1 , III �-J' I 453" 42111 �I 4 ELEVATION C SINGLE POINT WITH FLUSHBOLTS 27" ELEVATION A QUALIFIED LOCKING HARDWARE DESIGN PRESSURE ADAMS RITE MS 1850 WITH MS 4015 AND MS 4016 TOP AND BOTTOM BOLTS +/- 90 PSF ADAMS RITE MS 1880 ADAMS RITE MS 1850 WITH MS 4015 AND MS 4016 TOP AND BOTTOM BOLTS +70/-90 PSF ADAMS RITE MS 2180 ELEVATION B QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SARGENT8500 RIM PANIC WITH REMOVABLE MULLION +/- 60 PSF VON DUPRIN 98/99SERIES RIM PANIC WITH REMOVABLE MULLION +50/-50 PSF VON DUPRIN 33A/35A SERIES RIM PANIC WITH REMOVABLE MULLION SARGENT8500 RIM PANIC WITH REMOVABLE MULLION +/- 60 PSF ADAMS RITE EX 88 RIM EXIT DEVICE CORBIN RUSSWIN ED4200 RIM EXIT DEVICE WITH REMOVABLE MULLION YALE 7250M EXIT DEVICE WITH REMOVABLE MULLION NOTE: RIM PANIC EXIT DEVICES WITH REMOVABLE MULLION ARE NOT FOR USE WITH AIR/WATER RATER THRESHOLD. NOTES: 1) WHEN AIR/WATER THRESHOLD IS UTILIZED, MAX. DOOR FRAME HEIGHT MAY INCREASE TO 99-7/8". SEE DETAIL D, PAGE 5 AND DETAIL K, PAGE 7. 2) SINGLE AND DOUBLE DOORS ARE QUALIFIED SUCH THAT SINGLE DOOR UTILIZES HARDWARE FROM ACTIVE DOOR PANEL. 3) ADDITIONAL QUALIFIED PANEL CONFIGURATIONS CAN BE FOUND ON PAGE 4. 4) SEE SHEET 7 DESIGN PRESSURE LIMITATIONS BASED ON WATER INFILTRATION REQUIREMENTS. ELEVATION C QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SINGLE POINT MS 1850ON ACTIVE WITH FLUSHBOLTS 50 PSF INACTIVE ELEVATION D QUALIFIED LOCKING HARDWARE DESIGN PRESSURE VON DUPRIN 9947F CVR EXIT DEVICE W/ 3/16" SHIM 50 PSF BETWEEN DOOR & DEVICE NOTE: MONOLITHIC D.L.O. SHOWN, INSULATING SIMILAR. SEE SHEET 1 FOR MAXIMUM PER GLASS TYPE. 9; M F Rd HEI 89" MAX. FRAME WIDTH 326" MAX. �-�{ 326" MAX. D.L.O. WIDTH I D.L.O. WIDTH It•�I \ • v� MAX.HEIGHT 0�© L, SWIM • 11©DO I► 97" 8 pQuality RPI�I}GFB YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-1955 FAX:(678)838-6001 U 1 (D zm E 2711 z NNa 3 ao�'-mo o J m �m ! 00U Ln Q Mna spa _O (Jm 3 t zLu z v zazaLL3 w c o m J w cr mow= } m M LU LL m o � L1., w Q a tLLj a J —j LiJ 2711 REMARKS BY DATE ELEVATION B i RIM PANIC WITH THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC REMOVABLE MULLION SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR S HIS DOCUMENT. �%%%% I jjti 89" MAX. FRAME WIDTH �S o �I�' 326" MAX. 3216" MAX. ., `� • •;. E..S •• - '�',�i D.L.O. WIDTH D.L.O. WIDTH O N 7 7 r -0 S A .. OF [r . o B C �''iSS, \ O t N�N 832" 27" ��lS D. L.O. N L Q \ F. NORE O, P.E. HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 8 HEIGHT / 9 \ BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 981" 2 U M DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 19 8 P 17, FL #: FL16554 MAX. FRAME 27„ HEIGHT DATE: 09.14.18 \ , DWG. BY: CHK. BY: 3" H R H FN A D 2711 SCALE: NTS I 5 5 \ DWG. #: YKK020 — L 5 7" 8 SHEET: 2 ELEVATION D f CONCEALED VERTICAL ROD SHEET 2 OF 20 N FR HE 1 N FR HE 101" MAX. FRAME WIDTH 7„...., ��7 .•.., ELEVATION E CVR EXIT DEVICE InIu KAAV ELEVATION G DOUBLE DOOR WITH TRANSOM 1 97" 8 1 27" 1 27" f 27" 75,E 8 ELEVATION E QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SARGENT 8400 CVR EXIT DEVICE +/- 90 PSF ADAMS RITE EX 76 CVR EXIT DEVICE FIRST CHOICE 3690 CVR EXIT DEVICE FALCON DOR-O-MATIC 1490 CVR EXIT DEVICE +70/- 90 PSF FALCON DOR-O-MATIC 1690 CVR EXIT DEVICE ELEVATION F QUALIFIED LOCKING HARDWARE DESIGN PRESSURE FALCON DOR-O-MATIC 2390 MID -PANEL EXIT DEVICE +70/- 90 PSF NOTES: 1) WHEN AIR/WATER THRESHOLD IS UTILIZED, MAX. DOOR FRAME HEIGHT MAY INCREASE TO 99-7/8". SEE DETAIL D, PAGE 5 AND DETAIL K, PAGE 7. 2) SINGLE AND DOUBLE DOORS ARE QUALIFIED SUCH THAT SINGLE DOOR UTILIZES HARDWARE FROM ACTIVE DOOR PANEL. 3) ADDITIONAL QUALIFIED PANEL CONFIGURATIONS CAN BE FOUND ON PAGE 4. 4) SEE SHEET 7 DESIGN PRESSURE LIMITATIONS BASED ON WATER INFILTRATION REQUIREMENTS. *NOTE: AIR TIGHT THRESHOLD (ITEM #13) MAY BE USED IN LIEU OF AIR/WATER THRESHOLD WHEN UTILIZED WITH CONCEALED VERTICAL OD DEVICES NOTE: MONOLITHIC D.L.O. SHOWN, INSULATING SIMILAR. SEE SHEET 1 FOR MAXIMUM PER GLASS TYPE. ELEVATION G QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SEE ELEVATIONS A-F & I FOR ALLOWABLE LOCKING HARDWARE SYSTEMS. *NOT TO EXCEED +70/-90 PSF *ELEVATION G NOTES: 1. FOR TRANSOM MULLION DETAIL S/9. A. MAX. DESIGN PRESSURE NOT TO EXCEED+70/-65 PSF WHEN MONO-LAMI GLAZINGS ARE UTILIZED (MULL ITEM# 51). B. DESIGN PRESSURE NOT TO EXCEED+70/-70 PSF WHEN INSULATED LAMINATED GLAZINGS ARE UTLILIZED (MULL ITEM# 52). C. LESSER DESIGN PRESSURE OF THOSE STATED ABOVE (1.A & 1.B) OR THOSE FOUND ON SHEET 1 SHALL GOVERN. 2. FOR TRANSOM MULLION DETAIL S1/9. A. MAX. DESIGN PRESSURE NOT TO EXCEED+70/-70 PSF WHEN MONO-LAMI GLAZINGS ARE UTILIZED (MULL ITEM# 12). B. DESIGN PRESSURE NOT TO EXCEED+70/-90 PSF WHEN INSULATED LAMINATED GLAZINGS ARE UTILIZED (MULL ITEM# 62). C. LESSER DESIGN PRESSURE OF THOSE STATED ABOVE (2.A & 2.13) OR THOSE FOUND ON SHEET 1 SHALL GOVERN. 3. LESSER DESIGN PRESSURE OF THAT SHOWN IN TABLE ABOVE, OR THAT INDICATED IN CORRESPONDING TABLE FOR HARDWARE SHALL GOVERN. 4. MAX. DOOR SIZES FOR A GIVEN HARDWARE AS INDICATED IN ELEVATIONS A-F & I SHALL GOVERN MAX. SIZE OF ASSEMBLY. ASSEMBLY IS TO NOT EXCEED DIMENSIONS AS SHOWN IN ELEVATION G. ELEVATION H QUALIFIED LOCKING HARDWARE DESIGN PRESSURE ADAMS RITE MS 1850 WITH MS 4015 AND MS 4016 TOP AND BOTTOM BOLTS. +90/-90 PSF ADAMS RITE MS 1880. +90/-90 PSF 981ll 2 MAX. FRAME HEIGHT 1162" MAX. FRAME HEIGHT 101" MAX. FRAME WIDTH 7 " MAX. _ 38 1 " 38 16 MAX D.L.O. WIDTH D.L.O. WIDTHi 1 468" MAX. D. L.O. HEIGHT 2811, 4 MAX. `D. L.O. HEll GH- 4I / ELEVATION F 97,. 8 27" \ 1 f 27" 'H f6 27" 75,, 8 MID -PANEL EXIT DEVICE NOTE: HARDWARE FABRICATION LOCATION ON ELEVATION F IS 40" FROM BOTTOM OF DOOR REGARDLESS OF WHICH THRESHOLD IS USED. Onil AAAV ELEVATION H STANDARD 5-POINT LOCK - t 91ll 2 "K Quality ap In.p,i. I Rl S I}i'�5 YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-1955 FAX:(678)838-6001 z V) goa o zU2 a z v w 7 Q fV J Q H = w Ln w w J N U m Z E s �a a. Emma a J�"^ o O mLL��m Q U U M r a ww�N Lj m m ai O1 3 aQ ix 3 a z = LL 3 �oaoa m } m m CO 0- a w Cr Q a w Cr a 1 REMARKS I BY I DATE 1 SND 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 USEWLTH THIS DOCUMENT. '•N.77 S A OF [r 441 0 IMP: •' Iifil11111Y; HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG. #: YKK020 SHEET: 3 SHEET 3 OF 20 d 77" MAX. FRAME WIDTH 2616" MAX. �-�{ 2616" MAX. D.L.O. WIDTH I D.L.O. WIDTH 83111 2 MA / M\ X. D.L.O. HEIGHT / L N 8 \ 1 982 8 8 U P MAX. 9 8 FRAME HEIGHT A 41" / 5 5 LZ ELEVATION I CVR EXIT DEVICE 794" MAX. FRAME WIDTH 2516" MAX �-{ 2516" MAX. D.L.O. WIDTH D.L.O. WIDTH 1 1102 MAX. 952" L N \ 8 8 FRAMEHEIGHT DLO %UEP HEIGHT 3916" /I ELEVATION K RIM PANIC WITH REMOVABLE MULLION 1 97,, 8 31" 31" 31" ELEVATION I QUALIFIED LOCKING HARDWARE DESIGN PRESSURE VON DUPRIN 3347 CONCEALED VERTICAL ROD +70 / -48 PSF ELEVATION J QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SEE ELEVATIONS A-F & I FOR ALLOWABLE LOCKING HARDWARE SYSTEMS NOT TO EXCEED+70/-90 PSF ELEVATION K QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SARGET 8500 RIM PANIC WITH REMOVABLE MULLION +/- 47 PSF VON DUPRIN 98 / 99 SERIES RIM PANIC WITH REMOVABLE MULLION +/- 39.7 PSF VON DUPRIN 33A / 35A SERIES RIM PANIC WITH REMOVABLE MULLION SARGENT 8500 RIM PANIC WITH REMOVABLE MULLION 47.7 PSF CORBIN RUSSWIN ED4200 RIM EXIT DEVICE WITH REMOVABLE MULLION YALE 7250M EXIT DEVICE WITH REMOVABLE MULLION ELEVATION L QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SARGET 8500 RIM PANIC WITH REMOVABLE MULLION +/- 53.3 PSF VON DUPRIN 98 / 99 SERIES RIM PANIC WITH REMOVABLE MULLION +/- 44.4 PSF VON DUPRIN 33A / 35A SERIES RIM PANIC WITH REMOVABLE MULLION SARGENT 8500 RIM PANIC WITH REMOVABLE MULLION 53.3 PSF CORBIN RUSSWIN ED4200 RIM EXIT DEVICE WITH REMOVABLE MULLION YALE 7250M EXIT DEVICE WITH REMOVABLE MULLION 120" MAX. FRAME HEIGHT NOTES: 1) WHEN AIR/WATER THRESHOLD IS UTILIZED, MAX. DOOR FRAME HEIGHT MAY INCREASE TO 99-7/8". SEE DETAIL D, PAGE 5 AND DETAIL K, PAGE 7. 2) SINGLE AND DOUBLE DOORS ARE QUALIFIED SUCH THAT SINGLE DOOR UTILIZES HARDWARE FROM ACTIVE DOOR PANEL. 3) ADDITIONAL QUALIFIED PANEL CONFIGURATIONS CAN BE FOUND ON PAGE 4. 4) SEE SHEET 7 DESIGN PRESSURE LIMITATIONS BASED ON WATER INFILTRATION REQUIREMENTS. "NOTE: AIR TIGHT THRESHOLD (ITEM #13) MAY BE USED IN LIEU OF AIR/WATER THRESHOLD WHEN UTILIZED WITH CONCEALED VERTICAL ROD DEVICES NOTE: MONOLITHIC D.L.O. SHOWN, INSULATING SIMILAR. SEE SHEET 1 FOR MAXIMUM PER GLASS TYPE. 304" MAX. D.L.O. HEIGHT MAX. 711 DOOR MAX. OPENING D.L.O. HE81�HT HEIGHT 89" MAX. FRAME WIDTH �824" MAX. D.L.O. WIDTH►{ 1 D.L.O. WIDTH D.L.O. WIDTH i (i4524f ELEVATION J DOUBLE DOOR WITH TRANSOM 84" MAX. FRAME WIDTH 2716" MAX. 2716" MAX. _ _ D.L.O. WIDTH D.L.O. WIDTH 8 F V / 6 10 \ 29" L N 8 8 R 892" 9 MAX. 1042" D.L.O. 9 8 MAX. HEIGHT 29 FRAME M HEIGHT E1 6 3911„ 29" E W 75" 8 ELEVATION L RIM PANIC WITH REMOVABLE MULLION 1 9/" 8 23" 23" 23" 75" 8 f p QLJp RPI�I}GF YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-1955 FAX:(678)838-6001 U zm E z NNa 8 aog�mo 03 = K H oov N 2! m C) x M M n a puu - :Eoa o a o ww�� Zv� ; zaZaLL3 Z W p o o m = J J w J Cr Q H > W m mow= } m M W m Cr LLJ W < a W Vn n J W H a REMARKS BY I DATE 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 5 HIS DOCUMENT. ``%%% ,ljll '•N.77 OF r Qi � 11! HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG. #: YKK020 SHEET: SHEET 4 OF 20 d 42" MAX. FROM CORNERS 52"MAX. FROM CORNERS 131" MAX. O.C. 643" MAX. FROM CENTER OF DOOR ANCHOR LAYOUT FOR ELEVATIONS A-F, H, K, L & M QUALIFIED HINGE ASSEMBLIES HINGE TYPE DESCRIPTION MAX FRAME SIZE DESIGN PRESSURE ***FOUR (4) HAGER BB1191 BUTT HINGE 101" x 98 1/2" +90/-90 PSF BUTT HINGES PER DOOR LEAF ***FOUR (4) HAGER BB1191 BUTT HINGE 89" x 116 1/2" +90/-90 PSF BUTT HINGES PER DOOR LEAF ***FOUR (4) MCKINNEYTA2714 BUTT HINGE 101"x981/2" +90/-90PSF BUTT HINGES PER DOOR LEAF ONE (1) ROTON 780-226HD CONTINUOUS HINGE CONTINUOUS GEARED HINGE PER DOOR 101" x 98 1/2" +90/-90 PSF LEAF ONE (1) SELECT27HD CONTINUOUS HINGE CONTINUOUS GEARED HINGE PER DOOR 101" x 98 1/2" +90/-90 PSF LEAF ONE (1) PEMCO SLI HD CONTINUOUS HINGE CONTINUOUS GEARED HINGE PER DOOR 89" x 1221/2" +75/-75 PSF LEAF RIXSON PIVOT HINGES 180ATTOP, PIVOT M-19 AT INTERMEDIATE, & 101" x 98 1/2" +90/-90 PSF 147 AT BOTTOM 3" 311 � 41" MAX. 3" - FROM CORNERS 3 521.MAX. FROM CORNERS - 3" 41 " 8" MAX. O.C. 64" MAX. FROM CENTER OF DOOR 52"MAX. FROM CORNERS ANCHOR LAYOUT FOR ELEVATION G, I & J ***NOTE: IF DOOR HEIGHT IS LESS THAN 90" AND DOOR WIDTH IS EQUAL TO OR LESS THAN 36", THEN ONE INTERMEDIATE BUTT HINGE AT MIDSPAN IS REQUIRED BETWEEN TOP & BOTTOM BUTT HINGES *TWO (2) LESS ANCHORS ARE REQUIRED AT HEAD AND SILL FOR DESIGN PRESSURES OF +/- 60 PSF OR LESS. QUALIFIED PANEL CONFIGURATIONS 101" 9812" 2 :Ila MIDRAILS 101" 981" 2 CROSS RAILS 101" 198" 8 MIDRAILS WITH AIR/WATER THRESHOLD ap Quality ,,,.p-,,.., YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-1955 FAX:(678)838-6001 U (D w Z m o J co G N N a CL 6 o m O I- � �w N O 0 o U O Q Q Q Q a a a d Q w V' m m= 3 2 z p x 0 o o m Q N QH > = Lu w U J LLi 3 °J m =z_ Ln w z1 Q J m� i M w � Q m o w I= a wV) n -.1 w a REMARKS BY DATE SND 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 S HIS DOCUMENT. ``,�1 lljll ���� . • O '•N.77 .. OF [r . 441 ,/Ilili111�; HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG. #: YKK020 SHEET: 4 SHEET 6 OF 20 1/2" MIN. EDGE DISTANCE MIN. 6063-T5 ALUMINUM MULLION OR CURTAINWALL FRAME UNDER SEPARATE APPROVAL PERIMETER SEALANT BY OTHERS O.A. DOOR HEIGHT 1�� 12 22 1 8 1" 1/4" SELF -TAPPING INSTALLATION SCREW 3 THREADS OF MIN. PENETRATION BEYOND ALUMINUM STRUCTURE 3/8" MAX. SHIM SPACE SEE GLAZING OPTIONS SHEET 14&15 EXTERIOR ---- INTERIOR g VERTICAL SECTION ��5j HEAD - ALUMINUM MULLION 1" EXTERIOR O.A. DOOR MIN. 7 3/16" HEIGHT MAX. 9 3/16" 1, ill 8 7 F- 8 EXTERIOR FINISH BY OTHERS 2X WOOD FRAME BY OTHERS --- 3/4" MIN. EDGE DISTANCE q VERTICAL SECTION 5 SILL - 2X WOOD FRAME AIR RESISTANT THRESHOLD SEE GLAZING OPTIONS SHEET 14&15 INTERIOR * 8" & 10" BOTTOM RAIL IS NOT SHOWN, BUT SIMILAR. 1 1/2" MIN. EMBEDMENT #14 WOOD SCREW INSTALLATION ANCHOR 1/2" MIN. EDGE DISTANCE 1/4" SELF -TAPPING INSTALLATION MIN. 18 GA. STEEL SCREW YKK STUD BY OTHERS 3 THREADS OF MIN. PENETRATION BEYOND P quaffty - SHEATHING STEEL STRUCTURE IDSRIS BY OTHERS YKK AP America Inc. EXTERIOR FINISH 1229 HWY 441 BYPASS BY OTHERS DUBLIN, GEORGIA 31021 PERIMETER SEALANT PH: (478(277-19ss FAX: (678)838-6001 BY OTHERS u 3/8" MAX. cD z m E 21, 1 SHIM SPACE z V S 2,� 32 8 n p���o 51 76 �� o .-d, 0 =ov Ewa, 2i0 w �7mmm�3 O.A. 32 z ; z < z DOOR a F: v HEIGHT a z m m 3 71, 56 31 53 = Lu = w } 38 V "' > co413 8 o 36 w acc EXTERIORINTERIOR N a 13 SEE GLAZING ~ a 16 OPTIONS REMARKS BY DATE SHEET 14&15 O.A. DOOR HEIGHT C VERTICAL SECTION �-5j OHCC HEAD (OPTIONAL) - STEEL STUD EXTERIOR MIN. 61 6f 61„ 2 MAX. 9 3/16" SEE GLAZING OPTIONS SHEET 14&15 INTFRICIR #14 X 1/2" PHSMS TYPE "AB" #10 X 1/2" FHSMS TYPE "AB" THRESHOLD ASSSEMBLY TO BE SEALED PER MANUFACTURERS INSTRUCTIONS PERIMETER 1J 3/8" MAX. SEALANT 16 SHIM SPACE BY OTHERt CONCRETE/MASONRY11/4" e.. MIN. a. BY OTHERSqd '. a, a "• EMBEDMENT < e e a 'd .. d e 2 1/2" MIN. EDGE 1/4" ITW TAPCON DISTANCE INSTALLATION SCREW p VERTICAL SECTION 5 SILL - CONCRETE/MASONRY AIR + WATER RESISTANT THRESHOLD SND 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 USEWLTH THIS DOCUMENT. '•N.77 S A of [r 441 HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 BY: 7H- DWG.BY: HRFN SCALE: NTS DWG. #: YKK020 SHEET: 3 SHEET 7 OF 20 1/2" MIN. EDGE DISTANCE O.A. DOOR HEIGHT O.A. DOOR HEIGHT 111, EXTERIOR 416 1/4" ITW TAPCON INSTALLATION SCREW 1 1/4" MIN. EMBEDMENT a 3/8" MAX. SHIM SPACE SEE GLAZING OPTIONS SHEET 14&1 F VERTICAL SECTION 6 HEAD - CONCRETE/MASONRY REMOVABLE MULLION EXTERIOR SEE GLAZING OPTIONS SHEET 14&15 MIN. 61'' NA2� 61 6F 1X WOOD BUCK OPTIONAL BY OTHERS CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE SEE GLAZING OPTIONS (3) FHMS SHEET 14&15 1/4-20 X 5/8 (3) PHMS EXT 1/4-20 X 5/8 — INTERIOR REMOVABLE MULLION SEE DETAIL R, PAGE 9 INTERIOR *NOTE: MIDRAIL SHALL BEAT MINIMUM 6 3/16". SEE SHEET 7 FOR ALLOWABLE 2%" CROSS RAIL D ETA I LS. SEE GLAZING l OPTIONS 8 SHEET 14&15 G VERTICAL SECTION 6 6" MIDRAIL EXTERIOR 11, 16 REMOVABLE MULLION SEE DETAIL R, PAGE 9 —(2) 1/4" SS HILTI KWIK BOLT 3 ANCHORS MIN. 1„ OR (2) 3/8" SS HILTI KWIK BOLT 3 ANCHORS 62 61 6F THROUGH MULLION BRACKET MAX. MIN. 1 5/8" EMBEDMENT 9 3/16" MIN. 2 1/2" EDGE DISTANCE * 8" & 10" BOTTOM RAIL IS 3/8" MAX. NOT SHOWN, BUT SIMILAR. C SHIM SPACE 1 1/4" MIN. EMBEDMENT 1/4" ITW TAPCON INSTALLATION SCREW E VERTICAL SECTION 6 SILL - CONCRETE/MASONRY REMOVABLE MULLION SEE GLAZING OPTIONS SHEET 14&15 EXTERIOR INTERIOR & U 8 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS 3/4" MIN. EDGE DISTANCE SEE GLAZING OPTIONS SHEET 14&15 H VERTICAL SECTION 6 MID -PANEL EXIT DEVICE PANIC MIDRAIL SEE GLAZING OPTIONS INTERIOR SHEET 14&15 REMOVABLE MULLION SEE DETAIL R, PAGE 9 #14 WOOD SCREW INSTALLATION ANCHOR VERTICAL SECTION 6 SILL - 2X WOOD BUCK ornnnvA01 r ee1 u 1 1nk1 INTERIOR (2) 3/8" LAG SCREW INSTALLATION ANCHORS THROUGH MULLION BRACKET MIN. 1 1/2" EMBEDMENT MIN. 1" EDGE DISTANCE 3/8" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT ap�quaff ftY inspires YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-1955 FAX:(678)838-6001 U m p zM. Ea z N g 0- o o w m o H N O w ? m p 0 v z O mLLd,a U spa p dC W a ww�N V' m m ai O1 3 C z Lu G _ v (n z as=x 3 _ z z a LL z Q o o m < N U J 3 Q H ; D m W } co Ln = Lu m w o cco: ,,, G WV) n J W Cr � d REMARKS BY I DATE 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 USEWLTH THIS DOCUMENT. ♦��� • • o '•N.77 of r Qi 441 Z. /fillIIkj\; HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG. #: YKK020 SHEET: 0 SHEET 8 OF 20 THRESHOLD WATER INFILTRATION AND DESIGN PRESSURE LIMITATIONS THRESHOLD DESCRIPTION ITEM# TYP. DETAILS WATER TEST PRESSURE LIMITATIONS THRESHOLD SHALL BE USED WHERE WATER INFILTRATION RATING IS NOT 41/2" AIR TIGHT THRESHOLD ITEM #13 SEE TYP. DETAILS 0PSF REQUIRED OR WHERE WATER INFILTRATION IS REQUIRED, A MINIMUM OVERHANG A/5, E/6, E1/6, W/10&1/7 RATIO (OVERHANG PROJECTION:OVERHANG HEIGHT) SHALL BE EQUALTO OR GREATER THAN 1. POSITIVE DESIGN LOAD NOTTO EXCEED+90 PSF. • WHERE WATER INFILTRATION IS REQUIRED, POSITIVE DESIGN LOAD SHALL NOT EXCEED+70 PSF. • WHERE WATER INFILTRATION IS REQUIRED, AND A MINIMUM OVERHANG RATIO AIR/WATER RESISTANT SEE TYP. DETAILS THRESHOLD ITEMS#14,#15,&#16 D/5, K/7, Y/11&Z/11 10.5 PSF (OVERHANG PROJECTION:OVERHANG HEIGHT) EQUALTO OR GREATERTHAN I IS PRESENT, POSITIVE DESIGN LOAD SHALL NOT EXCEED+90 PSF. • WHERE WATER INFILTRATION IS NOT REQUIRED, POSITIVE DESIGN LOAD NOTTO EXCEED+90 PSF. 4" 12" lyrryru I-3 O.A. DOOR HEIGHT 3 �16 CONCRETE/MASONRY BY OTHERS a 2 1/2" MIN. EDGE DISTANCE SEE GLAZING OPTIONS SHEET 14&15 INTERIOR 1 1/4" MIN. EMBEDMENT 1/4" ITW TAPCON INSTALLATION SCREW J VERTICAL SECTION �-7j SILL - CONCRETE/MASONRY STACKED BOTTOM RAIL EXTE SEE GLAZING OPTIONS SHEET 14&15 SEE GLAZING OPTIONS SHEET 14 & 15 rGt VERTICAL SECTION �-7j 2 1/2" CROSS RAIL 1" �.J 4 63 O.A. DOOR HEIGHT 123 16 EXTERIOR 3 �16 61 1X WOOD BUCK OPTIONAL BY OTHERS CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE I1111Ydy-II61-1 CVTCDInD G HORIZONTAL SECTION �-7j 2 1/2" CROSS RAIL 0 V v .b a •O b SEE GLAZING OPTIONS SHEET 14&15 INTERIOR #14 X 1/2" PHSMS TYPE "AB" #10 X 1/2" FHSMS TYPE "AB" THRESHOLD ASSSEMBLY TO BE SEALED PER MANUFACTURERS INSTRUCTIONS 3/8" MAX. SHIM SPACE 1 1/4" MIN. EMBEDMENT 1/4" ITW TAPCON INSTALLATION SCREW K VERTICAL SECTION 7 SILL - 1X/CONCRETE/MASONRY STACKED BOTTOM RAIL ap�Quaff ftY inspires YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-1955 FAX:(678)838-6001 U . Z z J d OU (n O a- o o a m o Om��am 2 0 d U� vWia z az=LL 3 cZcv G Z J p m Q N az> U �=° J a 3 Dm Ln = W= Cr Ini co Ln W_ W ; W = CO 0 W Q G W n d J W � d REMARKS BY I DATE 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 USEWLTH THIS DOCUMENT. ``%%% ,ljll �� . • o ei :i '•N.77 of r Qi � 11! HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG. #: YKK020 SHEET: 7 SHEET 9 OF 20 1 1/4" MIN. EMBEDMENT 3/8" MAX. SHIM SPACE CONCRETE/MASONRY BY OTHERS 30 CAULK BETWEEN CONCRETE/ MASONRY & 1X <e WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS 4A 2 1/2" MIN. EDGE DISTANCE a 1/4" FH ITW TAPCON INSTALLATION SCREW EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS 1 1/2" MIN. EMBEDMENT WOOD SCREW INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS 3/4" MIN. EDGE DISTANCE J SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS I 3 32 21 2 INTERIOR v 38" 1" 4Z" 8 CVTCDInD O.A. -... _..._.. DOOR - WIDTH L HORIZONTAL SECTION JAMB - CONCRETE/MASONRY 3/8" MAX. SHIM SPACE 30 INTERIOR EXTERIOR 57 O.A. DOOR WIDTH N HORIZONTAL SECTION 8 JAMB-2XWOOD FRAME CONTINUOUS HINGE SEE GLAZING OPTIONS - SHEETS 14 & 15 SEE GLAZING OPTIONS - SHEETS 14 & 15 3/8" MAX. SHIM SPACE INTERIOR I" [� 3Z" - 47., _ 8 EXTERIOR O.A. DOOR WIDTH INTERIOR I•J�ilr•J 7Ti17 O.A. DOOR WIDTH 3 32 21" 2 3 THREADS OF MIN. "K PENETRATION BEYOND STEEL STRUCTURE Quality ap MIN. 18 GA. IIA�}il STEEL STUD BY OTHERS YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-19SS FAX:(678)838-6001 1/4" FH SELF -TAPPING INSTALLATION SCREW � z m £ V " o 0mLL�a 1/2" MIN. EDGE 00U I-- pQQa�9 DISTANCE � o CL n L7 = 3 z w ¢ Z a Z d LL 3 �z'-' F- moo m Qom= 0 SHEATHING Ln w = Cr BY OTHERS M oz CO LU EXTERIOR FINISH w� Q BY OTHERS LU � a PERIMETER SEALANT BY OTHERS REMARKS BY DATE HORIZONTAL SECTION 8 JAMB - STEEL STUD 3/8" MAX. SHIM SPACE p HORIZONTAL SECTION 8 JAMB - ALUMINUM STUD 3 THREADS OF MIN. PENETRATION BEYOND ALUMINUM STRUCTURE MIN. 6063-T5 ALUMINUM MULLION OR CURTAINWALL FRAME UNDER SEPARATE APPROVAL 1/4" SELF -TAPPING INSTALLATION SCREW 1/2" MIN. EDGE DISTANCE PERIMETER SEALANT BY OTHERS 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 S T HIS DOCUMENT. '•N.77 r S A OF [r 441 ��l�tJr�►ti���; HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG. #: YKK020 SHEET: on SHEET 10 OF 20 E2-0093 PART # E2-0093, ITEM # 39, MUST BE USED IN PLACE OF E2-0087, ITEM # 37, INTERIOR WHERE WATER INFILTRATION INTERIOR RESISTANCE IS REQUIRED SEE GLAZING OPTIONS SHEET 14&15 3 �UL 16 1 3Z" - 8 15,. _ 916 CVTCDInD 38" HORIZONTAL SECTION 9 MEETING STILE SEE GLAZING 4 SEE I — OFIIVncz, SHEET 14&15 iLAZING DNS SHEET 14&15 S VERTICAL SECTION C.I OHCC MULLION SEE SHEET 3 FOR DP LIMITATIONS U HORIZONTAL SECTION C� VERTICAL MULLION STOREFRONT SYSTEM SEE GLAZING 4 2 x 5/16" FLAT BAR & 2 x 3/4 x 0.120 FORMED TUBE (E 1-0197) SEE GLAZING OPTIONS - SHEET 14&15 JNDER 'ROVAL 3LAZING DNS SHEET 14&15 S VERTICAL SECTION C� STANDARD TRANSOM MULLION SEE SHEET 3 FOR DP LIMITATIONS 1" 3 16 32" - SEE DETAILS E & F, PAGE 6, FOR ATTACHMENT OF MULLION TO HEAD AND SILL. 37" ( ) I 1 SEE GLAZING OPTIONS 8 �� SHEET 14&15 R HORIZONTAL SECTION �'V MEETING STILE W/REMOVABLE MULLION 2 1/2" MIN. EDGE DISTANCE 1/4" ITW TAPCON INSTALLATION SCREW 11/4" MIN. EMBEDMENT 4' v v 1 3/8" MAX. SHIM SPACE SEE GLAZING OPTIONS SHEET 14&15 T VERTICAL SECTION 9 TRANSOM HEADER pQuality IIAS�}i'I-8 YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-19SS FAX:(678)838-6001 U (D z m £ z_ ,� g L I- 3���m 0Cr O U H o a c Qum a �o 0- o C7 wa 3 m m z u2 Q Z Z Z a LL 3 �z� z �00 m Cr = —1 Q zi N rn m w 2 Cr O r m M Ll, S CO o LLI Q V) J a H— W � a REMARKS BY DATE 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 S T HIS DOCUMENT. '•N.77 r S A OF /[�r� �/ HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG. #: YKK020 SHEET: g SHEET 11 OF 20 O.A. DOOR HEIGHT 2 1/2" MIN. EDGE DISTANCE 11,E EXTERIOR 416 1/4" ITW TAPCON INSTALLATION SCREW 1 1/4" MIN. EMBEDMENT 3/8" MAX. SHIM SPACE (3) FHMS 1/4-20 X 5/8 (4) PHMS 1/4-20 X 5/8 VON DUPRIN KR9954 TOP MULLION FITTING INTERIOR VON DUPRIN KR9954 KEYED REMOVABLE MULLION SEE GLAZING OPTIONS SHEET 14&1 V VERTICAL SECTION O HEAD - CONCRETE/MASONRY REMOVABLE MULLION SEE GLAZING EXTERIOR OPTIONS --'--, SHEET 14&15 INTERIOR VON DUPRIN KR9954 KEYED SEE GLAZING OPTIONS SHEET 14&15 1357 ;, 16 VON DUPRIN KR9954 KEYED ! f 110 / REMOVABLE MULLION VON DUPRIN KR9954 BOTTOM O.A. MIN. MULLION FITTING DOOR HEIGHT 62 61 68 (4) 1/4" SS HILTI KWIK BOLT 3 ANCHORS MAX. OR (4) 3/8" SS HILTI KWIK BOLT 3 ANCHORS 9 3/16" 55 THROUGH MULLION BRACKET MIN. 1 5/8" EMBEDMENT MIN. 2 1/2" EDGE DISTANCE II 3/8" MAX. 3" u Y —� SHIM SPACE 8 1 1/4" MIN. EMBEDMENT 1X WOOD BUCK—.$ a OPTIONAL BY OTHERS $ CONCRETE/MASONRY BY OTHERS 8" & 10" BOTTOM RAIL IS 1/4" ITW TAPCON NOT SHOWN, BUT SIMILAR. 2 1/2" MIN. EDGE INSTALLATION SCREW DISTANCE VERTICAL SECTION O SILL - CONCRETE/MASONRY REMOVABLE MULLION X HORIZONTAL SECTION O MEETING STILE W/REMOVABLE MULLION NOTE: SEE ELEVATION B, SHEET 2 FOR DETAILS OF RIM PANIC DEVICES. VON DUPRIN KR9954 KEYED REMOVABLE MULLION TO BE USED WITH VON DUPRIN HARDWARE ONLY. U 0 U It 311, IVJ 2 111, 7 Qj 216 U o 0 3 VON DUPRIN KR9954 BOTTOM MULLION FITTING SEE GLAZING OPTIONS SHEET 14&15 VON DUPRIN KR9954 TOP MULLION FITTING _T 22" 2 pQuality IIAS�}i'I-8 YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-19SS FAX:(678)838-6001 z_ N Z U m z m £ O u U N g vi d p �m � � o Cr J 0 O U Q p U u m^ 9 �o CL Z w V w _Z z Z d LL 3 �z" > poo m Q N Q�� -r < J LL 3 mow= zz }mm M N m V ..w O = w Q V1 J a W H- CL REMARKS BY DATE 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 S T HIS DOCUMENT. :i '•N.77 of r Qi � 11! HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG. #: YKK020 SHEET: 10 SHEET 12 OF 20 @ FLASHING SEE GLAZING (1DTInNIC \fEn'rleAI Cffe"ri %ki wun,rirAI CCrT1nki YK pQuality YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-19SS FAX:(678)838-6001 U m (D Z m £ z a �� g N"o a 0 m m, o _ Cr a OfU O mom m a = n S O 2 2 m 9 Q U u - �O Q H wwo�'o 11 LU J 3 Q Q Q d LL 3 Z m J N Q f- LU J_ LL m 3 rn > LU = p r m m L() M V) W_ J CO 'Lou Cc W L LI Q <C W V) J d H- CL REMARKS BY I DATE 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 S T HIS DOCUMENT. ♦�`` • • o I '•N.77 of r Qi � 11! HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: T. BY: HR HFN SCALE: NTS DWG. #: YKK020 SHEET: @ FLASHING SHEET 13 OF 20 1/4" SELF -TAPPING INSTALLATION SCREW (SEE INSTALLATION NOTES, SHEET 11) %" MIN. EDGE DISTANCE SEE GLAZING OPTIONS SHEET 14&15 MIN. 6063-T5 CURTAINWALL FRAME UNDER SEPARATE APPROVAL 3/8-16 x 5/8 SOCKEI SCREW (2) PI 3 THREADS MIN. PENETRATION BEYOND ALUMINUM STRUCTURE INTERIOR SEE GLAZING OPTIONS SHEET 14&15 EXTERIOR HORIZONTAL SECTION JAMB - SUBFRAME TO CURTAINWALL DOOR CORNER DETAIL 1 HEAD - TYPICAL NOTES: A. CURTAINWALL SUBFRAME IS LIMITED TO A MAXIMUM SIZE OF 78 %" X 98 %" FOR ALL HARDWARE TYPES. B. BUTT HINGE SHOWN, CONTINUOUS HINGES MAY ALSO BE USED. INSTALLATION NOTES: A. AT HEAD, USE CLUSTERS OF (3) ANCHORS AT EACH CORNER, SPACED 4 %2" MAX. FROM CORNERS AND 3" O.C. THEREAFTER. B. (DOUBLE DOORS ONLY) AT HEAD, USE CLUSTER OF (8) ANCHORS AT MIDSPAN, SPACED 2" FROM EITHER SIDE OF MIDSPAN AND 3" O.C. THEREAFTER. C. AT JAMBS, USE ANCHORS SPACED 5 %" MAX. FROM CORNERS AND 9 %" MAX. O.C. THEREAFTER. 3/8-16 x 5/8 SOCKET I-II:An CAP SCREW (2) PER DOOR CORNER DETAIL 2 SILL - TYPICAL %2" MIN. EDGE DISTANCE MIN.6063-T5 ALUMINUM ------------------ --------------- �CURTAINWALL FRAME SEE GLAZING; UNDER SEPARATE APPROVAL OPTIONS SHEET 14&15 II II JI 3 THREADS MIN. PENETRATION BEYOND ALUMINUM STRUCTURE 1/4" SELF -TAPPING INSTALLATION SCREW (SEE INSTALLATION NOTES, SHEET 11) EXTERIOR R J 1 INTERIOR SEE GLAZING OPTIONS SHEET 14&15 VERTICAL SECTION HEAD - SUBFRAME TO CURTAINWALL OPTIONAL (STANDARD IN B/5) CW WITH STANDARD TRANSOM DETAIL 3 pQuality IIAS�}i'I-8 YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-19SS FAX:(678)838-6001 U C7 o?i z m £ z O J N d o o m, o Q 3 _ W= n O O U 2 9 5 - a w ZLU Zz _Z z 3 Z d a 3 c G z v J O Q I ap m Q N Q U J u 3 Qom= �Cr Ln w= Q° O r00m M w F- p U CO oW Q WV J a H- CL REMARKS BY DATE 4ND 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 S T HIS DOCUMENT. '•N.77 S A of [r HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG. #: YKK020 SHEET: 12 SHEET 14 OF 20 FM1006 (3) 66 #10-24 X 3/8" Quality ap s FH MS IIAS�}i'1- YKK AP America Inc. ® 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 OPH:(478)277-19SS FAX:(678)838-6001 ® L z z m £ z Z ,� g N LU J v OCr n 0 0 U Q U U m 9 13 Op ac LU w W N 3 3; 29 z LLI C z V _Z z LL a z d 3 �z" 0 moo m Q N U LLJ � J u 3 =z Ln LLI = a r FRAME CORNER DETAIL 2 M w LL CO o LU Q SILL - 4 Z" AIR TIGHT THRESHOLD ' W � z a ® 11 REMARKS BY DATE THRESHOLD CLIP PART NO. 29 (E1-10S6) IS FC-1216 (3) NOT REQUIRED IN APPLICATIONS WITH FM1004 (2) 12 #12 x 1" RIXSON PIVOTS OR SINGLE DOORS WITH #10-24 X 1/4" FH SMS AB TYPE THE VON DUPRIN 9947 DEVICES. FH MS 11 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 S T HIS DOCUMENT. ,!'II PC-1216 (2) ``%%% o 1ii FH SMS AB TYPE `�� : E'Po �= o �\ o.. • N 7 14 28 -• .7 15 r S A of s 441 °� 16 % 0 1DP:' w �ss PC-1210 (2)---'HERMES #12 x 1" F. NORERO, P.E. FLORIDA P.E. No 73778 0 #10 X 1/2" FHSMS FH SMS AB TYPE BUILDING , INC 398 E. DANIA B ACHP BLVD. # 338 o FRAME CORNER DETAIL 1 TYPE AB " " DANIA BEACH, Z ION N FBPE CERT. OF AUTHORIZATION No. 29578 #14 X 1/2" PHSMS 2 HEAD - TYPICAL TYPE "AB" 4 FL #:F FL16554 FRAME CORNER DETAIL 3 H, DATE: 09.14.18 o SILL - AIR AND WATER RESISTANT THRESHOLD DWG. BY: CHK. BY: HR HFN SCALE: NTS - DWG. #: YKK020 SHEET: a 11 SHEET 15 OF 20 LARGE & SMALL MISSILE IMPACT 1" O.A. INSULATED LAMINATED GLASS: 1/16" FULLY TEMPERED GLASS 1-6" AIR SPACE 1-6" HEAT STRENGTHENED GLASS )75" VANCEVA STORM BY EASTMAN tEVIOUSLY KNOWN AS SOLUTIA) 1.6" HEAT STRENGTHENED GLASS V CORNING 995 3/4" GLASS BITE 3/4" GLASS BITE GLAZING DETAIL A 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 5/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 0.090" TROSIFOL PVB BY KURARAY (FORMERLY KNOWN AS BUTACITE BY DUPO� 3/16" HEAT STRENGTHENED GLASS DOW CORNING 995 3/4" GLASS BITE GLAZING DETAIL D 3/4" GLASS BITE 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.090" SENTRYGLAS BY KURARAY (FORMERLY KNOWN AS DUPONT) 1/4" HEAT STRENGTHENED GLASS DRY GLAZED 9/16" GLASS BITE GLAZING DETAIL 131 9/16" GLASS BITE DRY GLAZED 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.090" SAFLEX PVB BY EASTMAN (PREVIOUSLY KNOWN AS SOLUTIA) 1/4" HEAT STRENGTHENED GLASS OW CORNING 995 9/16" GLASS BITE GLAZING DETAIL E1 1 O.A. INSULATED LAMINATED GLASS: 16" FULLY TEMPERED GLASS '16" AIR SPACE 16" HEAT STRENGTHENED GLASS 090" SENTRYGLAS BY KURARAY REVIOUSLY KNOWN AS DUPONT) '16" HEAT STRENGTHENED GLASS GLAZING DETAIL B DRY GLAZED 3/4" GLASS BITE 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 1-6" AIR SPACE L6" HEAT STRENGTHENED GLASS )90" SAFLEX PVB BY EASTMAN tEVIOUSLY KNOWN AS SOLUTIA) L6" HEAT STRENGTHENED GLASS 9/16" GLASS BITE GLAZING DETAIL E 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.090" SENTRYGLAS BY KURARAY (FORMERLY KNOWN AS DUPONT) 1/4" HEAT STRENGTHENED GLASS OW CORNING 995 GLAZING DETAIL Cl 1" O.A. INSULATED LAMINATED GLASS 3/16" FULLY TEMPERED GLASS L6" AIR SPACE 1.6" HEAT STRENGTHENED GLASS 190" SENTRYGLAS BY KURARAY tEVIOUSLY KNOWN AS DUPONT) 1.6" HEAT STRENGTHENED GLASS V CORNING 995 GLAZING DETAIL C 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.075" VANCEVA STORM BY EASTMAN (PREVIOUSLY KNOWN AS SOLUTIA) 1/4" HEAT STRENGTHENED GLASS OW CORNING 995 GLAZING DETAIL Al 9/16" GLASS BITE AIR SPACE CONSISTING OF: - SPACER: ALUMINUM BOX SPACER. - PRIMARY SEALANT: POLYISOBUTYLENE (PIB). - SECONDARY SEALANT: STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSULATING GLASS UNITS. 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.090" TROSIFOL PVB BY KURARAY (FORMERLY KNOWN AS BUTACITE BY DUPONT) 1/4" HEAT STRENGTHENED GLASS OW CORNING 995 GLAZING DETAIL D1 GLAZING NOTES: 1. GLASS TYPE AND THICKNESS SHALL COMPLY WITH ASTM E1300 REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING REQUIREMENTS PER THE FBC. THICKNESS, TEMPER, AND SAFETY GLAZING REQUIREMENTS SHALL BE REVIEWED ON A SITE SPECIFIC BASIS. 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN FBC CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER FBC CHAPTER 24. 4. D.L.O. AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN GLASS CHARTS. N%Iq ap4afy inspires YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-1955 FAX:(678)838-6001 U (D Z m E 0- ooam o Lin 03 m � O 0 U J Q Cr m LL � V - Q - M n o i O Q �p Cl- H W w w (D mmo�O1 3 z Z x< 3 U z a Z �ooa m � � N N J_ LLi 3 Dm az> g LLn W = co m W o W W Q Q W V)d t W � a REMARKS BY I DATE 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. ``,�1 ,ljll N 7 7 S A of [r 441 HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: 71HFN . BY: HR SCALE: NTS DWG. #: YKK020 SHEET: 14 SHEET 16 OF 20 SMALL MISSILE IMPACT ONLY 1" O.A. INSULATED LAMINATED GLASS: 16" FULLY TEMPERED GLASS 16" AIR SPACE 16" HEAT STRENGTHENED GLASS )60" TROSIFOL PVB BY KURARAY )RMERLY KNOWN AS BUTACITE BY DUPON 16" HEAT STRENGTHENED GLASS 3/4" GLASS BITE GLAZING DETAIL F DRY GLAZED 9/16" GLASS BITE 3/4" GLASS BITE 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.060" TROSIFOL PVB BY KURARAY (FORMERLY KNOWN AS BUTACITE BY DUPONT) 1/4" HEAT STRENGTHENED GLASS GLAZING DETAIL F1 DRY GLAZED 9/16" GLASS BITE 1" O.A. INSULATED LAMINATED GLASS: - 16" FULLY TEMPERED GLASS 16" AIR SPACE 16" HEAT STRENGTHENED GLASS )60" SAFLEX PVB BY EASTMAN REVIOUSLY KNOWN AS SOLUTIA) 16" HEAT STRENGTHENED GLASS GLAZING DETAIL G DRY GLAZED 3/4" GLASS BITE 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.060" SAFLEX PVB BY EASTMAN (PREVIOUSLY KNOWN AS SOLUTIA) 1/4" HEAT STRENGTHENED GLASS GLAZING DETAIL GI DRY GLAZED 1" O.A. INSULATED LAMINATED GLASS: 16" FULLY TEMPERED GLASS '16" AIR SPACE 16" HEAT STRENGTHENED GLASS 035" SENTRYGLAS BY KURARAY )RMERLY KNOWN AS DUPONT) '16" HEAT STRENGTHENED GLASS GLAZING DETAIL H DRY GLAZED AIR SPACE CONSISTING OF: - SPACER: ALUMINUM BOX SPACER. - PRIMARY SEALANT: POLYISOBUTYLENE (PIB). - SECONDARY SEALANT: STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSULATING GLASS UNITS. GLAZING NOTES: 1. GLASS TYPE AND THICKNESS SHALL COMPLY WITH ASTM E1300 REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING REQUIREMENTS PER THE FBC. THICKNESS, TEMPER, AND SAFETY GLAZING REQUIREMENTS SHALL BE REVIEWED ON A SITE SPECIFIC BASIS. 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN FBC CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER FBC CHAPTER 24. 4. D.L.O. AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN GLASS CHARTS. yKIq ClP4a)fty inspires YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-1955 FAX:(678)838-6001 U (D zm E 0-o V) H N ^ 03 �? m p U J Q M n =Ei � p d Q W w w o (�' m m o, O1 3 Z z x x 3 U Z z a Z m o o � m J � IV J w 3 _ Q z ; Q m m M m W_ 0 K W W � Q Q W N d W a - REMARKS BY DATE 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. ``,�1 ,ljll '•N.77 S A of [r 11! HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: 71HFN . BY: HR SCALE: NTS DWG. #: YKK020 SHEET: is SHEET 17 OF 20 35H DOOR BILL OF MATERIAL ITEM# PART# DESCRIPTION MATERIAL MANUFACTURER 1 E9-0222 PIVOT STILE 6063-T5 YKK AP 2 E9-0230 MEETING STILE 6063-T5 YKK AP 3 E9-0223 MEETING STILE 6063-T5 YKK AP 4 E9-0236 CONTINUOUS HINGE STILE 6063-T5 YKK AP 5 E9-0251 8" BOTTOM RAIL INS. 6063-T5 YKK AP 6 E9-0253 TOP RAIL INS. 6063-T5 YKK AP 7 E9-0255 EXTERIOR GLASS STOP INS. 6063-T5 YKK AP 8 E9-0254 INTERIOR GLASS STOP INS. 6063-T5 YKK AP 9 E9-0347 DOOR SWEEP BASE 6063-T5 YKK AP 10 E9-0348 DOOR SWEEP COVER 6063-T5 YKK AP 11 E9-0504 DOOR JAMB 6063-T5 YKK AP 12 E9-0501 MONO. TRANSOM MULL 6063-T5 YKK AP 13 E9-0487 4 1/2"AIRTHGHT THRESHOLD 6063-T5 YKK AP 14 E9-0503 THRESHOLD ATTACHMENT 6063-T5 YKK AP 15 E9-0502 THRESHOLD 6063-T5 YKK AP 16 E9-0619 SILL FLASHING 6063-T5 YKK AP 17 E9-0522 REMOVABLE MULLION 6063-T5 YKK AP 18 E9-0227 SHEAR CLIP 6063-T5 YKK AP 19 E9-0231 LOCK BASE 6063-T5 YKK AP 20 E9-0510 HINGE BACKER 6063-T5 YKK AP 21 E9-0657 FLAT FILLER 6063-T5 YKK AP 22 E1-0311 BACKER PLATE STEEL 23 E1-0312 BACKER PLATE STEEL 24 E1-0351 JOINT CLIP 6063-T5 YKK AP 25 E1-0353 LOCK BASE 6063-T5 YKK AP 26 E1-0357 HINGE BACK PLATE 6063-T5 YKK AP 27 E1-0381 JOINT CLIP 6063-T5 YKK AP 28 E1-1050 END DAM 6063-T5 YKK AP 29 E1-1056 THRESHOLD CLIP STEEL 30 E1-1068 FLAT FILLER 6063-T5 YKK AP 31 E2-0051 AIRTIGHT GASKET PVC 32 E2-0062 WEATHERSTRIP POLYPROPYLENE 33 E2-0063 SETTING BLOCK EPDM 34 E2-0067 DOOR SWEEP GASKET EPDM 35 E2-0083 EXTERIOR GASKET EPDM 36 E2-0085 SPACER GASKET PC EPDM 37 E2-0087 WEATHERSTRIP POLYPROPYLENE 38 E2-0088 INTERIOR GASKET EPDM 39 E2-0093 ASTRAGAL GASKET SILOCONE 40 E3-0005 ADJUSTABLE CAP NYLON 41 E4-0001 STANDARD LABEL ALUMINUM 42 E4-0028 IMPACT LABEL ALUMINUM 43 FC-1016 FH SMS STEEL 44 SM-3810 SH CAP SCREW STEEL 45 E9-0238 BOTTOM RAIL EXT. MONO. 6063-T5 YKK AP 46 27HD CONTINUOUS HINGE SELECT 47 780-226HD CONTINUOUS HINGE HAGAR-ROTON 48 BB1191 BUTT HINGES STAINLESS STEEL HAGAR 49 E9-0601 MONO TRANSOM HEADER 6063-T5 YKK AP 50 E9-0651 I.G. TRANSOM HEADER 6063-T5 YKK AP 51 E9-0520 MONO TRANSOM MULL 6063-T5 YKK AP 52 E9-0521 I.G. TRANSOM MULL 6063-T5 YKK AP 53 E9-0218 TRANSOM DOOR STOP 6063-T5 YKK AP 54 E1-1073 TRANSOM HEAD FILLER 6063-T5 YKK AP 55 E9-0221 7" BOTTOM RAIL MONO 6063-T5 YKK AP 56 E9-0220 TOP RAIL MONO 6063-T5 YKK AP 57 E9-0225 EXT. GLASS STOP MONO 6063-T5 YKK AP 58 E9-0226 INT. GLASS STOP MONO 6063-T5 YKK AP 59 E9-0217 MIDRAIL FILLER 6063-T5 YKK AP 60 E9-0237 PANIC MIDRAIL 6063-T5 YKK AP 61 E9-0235 8" BOTTOM RAIL MONO 6063-T5 YKK AP 62 E9-0517 I.G. TRANSOM MULL 6063-T5 YKK AP 63 E9-0245 I.G. BOTTOM RAIL EXT. 6063-T5 YKK AP 64 E1-0197 REM. MULL REINF. STEEL (MIN. A36) YKK AP 65 E9-3181 CW SUBFRAME - HEAD 6063-T5 YKK AP 66 E9-3180 CWSUBFRAME - JAMBS 6063-T5 YKK AP 67 E9-8344 2 1/2" CROSS RAIL 6063-T5 YKK AP 68 E9-0233 10" BOTTOM RAIL MONO. 6063-T5 YKK AP 69 E9-0252 10" BOTTOM RAIL INS. 6063-T5 YKK AP 70 E9-0511 THRESHOLD RAMP 6063-T5 YKK AP 71 E9-0512 THRESHOLD RAMP 6063-T5 YKK AP 72 E9-0513 THRESHOLD RAMP 6063-T5 YKK AP 73 E2-0086 SETTING BLOCK EPDM 74 E2-0737 SETTING BLOCK EPDM 75 E2-0095 SETTING BLOCK EPDM 76 E1-0370 SHEAR BLOCK 6063-T5 YKK AP 77 BB-1199 HAGER BUTT HINGE STAINLESS STEEL HAGER O EO PIVOT STILE 6063-T5 7 2.374" i 1-- 3.872" --) CONTINUOUS HINGE STILE 6063-T5 0.126" 2.374" In 1 3.774" OMEETING STILE O MEETING STILE 6063-T5 6063-T5 0.150" 0.150" 2.374" 2.374" 3.874" 3.874" O5 8" BOTTOM RAIL INS. O TOP RAIL INS 6063-T5 6063-T5 8.189" 0.126" --� �--� 4.874" 0.126" 2.3150" 1 NOTE: BOTTOM RAIL SHALL BE, AT MINIMUM, 7 5/16" 2.338" (�)EXTERIOR GLASS STOP INS. (:�) INT. 6G5ASS STOP INS. (:�) DOORS WEEP BASE g DOORS WEEP COVER 0.047" 1.126" 1 l y 1r 0.675" 11 DOOR JAMB 6063-T5 0.165" 5.000" 2.500" 1.157" 0.581" j f 12 MONO TRANSOM MULL 6063-T5 2.500" 0.094" 71 4.969" 0.804"� 0.047" 0.255" 0.275" 0.875" 0.055" 13 4 1/2" AIRTIGHT THRESHOLD 6063-T5 4.500" j 0.110" 0.504" 14 THRESHOLD ATTACHMENT 1 6063-T5 0.509" 1 3.512" yKK ap�!1JaN inspires YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-1955 FAX:(678)838-6001 � CJ g m Zm Z Cr F- a N o o aoo�^o F- 2 03m O O U O 0 a o �Op a a (J' mma'O1 3 Z w v m z _ a Z x LL 3 2z� OAS p QQa m == Q H IN- Z m } co Ln w= Z m V) w_ O d 0 OfLLI o w Q W N u d � w � a REMARKS I BY I DATE 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. :i N .7 7 rs OF � 11! ifitlkl�; HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: Tl Y: HR FN SCALE: NTS DWG. #: YKK020 SHEET: 0 SHEET 18 OF 20 15 THRESHOLD 6063-T5 5.323" r 0.110" f 1.014" 19 LOCK BASE 6063-T5 TYPICAL WALL THICKNESS:.118" 2.028" 0.118" 1.248" 49 MONO TRANS. HEADER 6063-T5 f 0.079" 2.5100" 1 4.969" 53 TRANSOM DOOR STOP 6063-T5 f 0.125" 1.312" 1.984" 16 SILL FLASHING 6063-T5 2.500" 0.063"' u 5.252" 29 THRESHOLD CLIP STEEL 0.105" -1 1f M 50 I.G. TRANS. HEADER 6063-T5 T0.079" 2.500" 4.969" 54 TRANSOM HEAD FILLER 6063-T5 3.898" 0.886" An 0.079" 17 REMOVABLE MULLION 18 SHEAR CLIP Iality 6063-T5 6063-T5 49Pinspires TYPICAL WALL TYPICAL WALL THICKNESS:.125" THICKNESS:.189" YKK AP America Inc. 1229 HWY 441 BYPASS 2.375" f 0189" DUBLIN,GEORGIA31021 PH:(478)277-1955 FAX:(678)838-6001 IT-- Um Em E 1.925" z L R 3.375" V' V) d J n o 0 0.125" I I I 20u z oQ;° ►� 1.591" - o a W Z<< 3 z z z Zz=LL 3 v z a o o a m <_ J�, 3 Q O D 30 FLAT FILLER 45 BOTTOM RAIL EXTENSION MONO. ro � w = } `° 6063-T5 6063-T5 w Of L„ a N d t LiJ Q 3.898" 1-- a REMARKS BY DATE q0.886" 4.937" 0.126" 0.079" 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 2.350" DOCUMENTS FOR S THIS DOCUMENT. IljII ♦��� • • 0 51 MONO TRANSOM MULL 52 I.G. TRANSOM MULLS•• -.'Po �= 6063-T5 6063-T5 ,+ N . 7 7 .. OF [r . "7 2.500" 0.094" 2.500 7 I `�Illt!!�►t���` + HERMES F. NORERO, P.E. 1 FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 4.969" DANIA BEACH, FL 33004 4.969" FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 7" BOTTOM RAIL MONO. 55 6063-T5 DATE: 09.14.18 DWG. BY: CHK. BY: HR I HFN 7.311" SCALE: NTS DWG. #: YKK020 0.126" 2.350" SHEET: 17 SHEET 19 OF 20 (�)TOP RAIL - MONO. 6063-T5 0.126" 4.685" i 2.350" EXT. GLASS STOP -MONO. 58 INT. GLASS STOP -MONO (�) 6063-T5 6063-T5 I 0.675"f 0.047" 0.675" 0.047" 0.969" 0.937" 62 I.G. TRANSOM MULL 63 I.G. BOTTOM RAIL EXT 6063-T5 6063-T5 L7 2.500" 0.094" � f =4.9 CW SUBFRAME - JAM BS(�) 6063-T5 0.094" 5.000" 0.750" 70 THRESHOLD RAMP 6063-T5 7.498" - 0.627" J 5.126" r 0.126" 2.350" 2 1/2" CROSS RAIL 6063-T5 2.338" 2.5100" 1 0.114" 59 MIDRAIL FILLER 6063-T5 0.114" �1.267" 2.350" 64 REMOVABLE MULL REINFORCEMENT STEEL 0.126" � I 0.313" 71 THRESHOLD RAMP 6063-T5 0.120" 0.750" 2.000" 1 El 68 10" BOTTOM RAIL MONO. 6063-T5 7.683" �M 'Y 1.250" 60 PANIC MIDRAIL 61 8" BOTTOM RAIL MONO 6063-T5 6063-T5 0.126" 6.934" 70 2.350" 65 CW SUBFRAME - HEAD 6063-T5 0.094" 0.750" 5.000" ---I 2.350" [-- 69 10" BOTTOM RAIL INS. 6063-T5 10.189" 2.335" 2.350" A 1/8" 72 THRESHOLD RAMP 6063-T5 3.183" -77 1.500 f YKK C1 P 4al ity inspires YKK AP America Inc. 1229 HWY 441 BYPASS DUBLIN, GEORGIA 31021 PH:(478)277-1955 FAX:(678)838-6001 U m (D zm E d o v) I- v ^ p 3 u-, p t U to Q u M n =Ei Z, p z z z x 3 U z a Z z LL o o a m ­1 cr_ Q > O mow= u } co M m w o w W Q Q W N d J t LL REMARKS BY 77 MATE 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. 11 '•N.77 S A OF [r 441 /llllll1111�; HERMES F. NORERO, P.E. FLORIDA P.E. No 73778 BUILDING DROPS, INC 398 E. DANIA BEACH BLVD. # 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL16554 DATE: 09.14.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG. #: YKK020 SHEET: on SHEET 20 OF 20