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Home My WebLink AboutSET UP-INSTALLATIONRECEIVED Vr..j 7 :: I, ci Lucie County, l INSTALLATION NOTES YKK AP AMERICA INC. SERIES YHS 50 FI STOREFRONT OUTSIDE GLAZED - HVHZ IMPACT RATED 1. SEE SHEET I5& 16 FOR ANCHOR TYPE REQUIREMENTS, MINIMUM EMBEDMENTS, AND MINIMUM EDGE DISTANCES. ALLANCHOR REQUIREMENTS MUST BEADHEREDTO. ANY DEVIATIONS FROM ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND APPROVAL w 2. ONE Ill INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORSTO BE USED TOR PRODUCT INSTALLATION. 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN TOLERANCE OF E3/21NCH 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. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH, SHIM WHERE SPACE OF 11161NCH OR GREATER OCCURS. SHIMIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER 6. MIN IM UM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, MAN, BRICK VENEER, AND SIDING. T. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL JOINT INTO FACE SHELL OF BLOCK 9. INSTALLATION ANCHORS SHALLBE 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 10.I1SISTALlATION 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- CMU UNIT STRENGTH CONFORMS TO ASTM C-90, WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C4T6, MIN. GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL- MINIMUM YIELD STRENGTH OF Sfi KSI. MINIMUM 12 GA WALLTHICKNESS. E. STEEL- MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUMI8 GA WALLTHICXNESS WRH 2X WOOD BACKING. F. ALUMINUM -MINIMUM I/81NCH THICK 6063-75 ALUMINUM. 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 WE FOLLOWING: • TAS 201-M • TAS 202-M • TAS 203-94 • AAMA 501-05 • ASTM E1886-05 • ASTM E1996-06 2. ADEQUACY OFTHE EXISTING STRUCNRALCONCRETE/MASONRY, M FRAMING AND METALSTUD FRAMING AS AMAIN 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. IXAND 2X BUCKS (WHEN USED) SHALL BE DESIGNEDAND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY Of THE ENGINEER OR ARCHRECT OF RECORD FOR THE PROI ECF OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL COMMONS FOR A5PECINC SITE. IF SITE CONDTUONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM 5 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SEE SHEETS 3,4 & 5 FOR LMI AND SMI GLASS TYPES. 6. STOREFRONT FRAME MATERIAL: ALUMINUM 6063-TS T. ALL STRUCTURAL MATERIALS & DISSIMILAR METALS SHALL BE PROTECTED,TREATED, PAINTED, COATED, AND/OR 501ATED AS REQUIRED IN THE APPUCABLE SECTIONS OF THE CURRENT FLORIDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS, S. GLASS MEETS THE REQUIREMENTS OF ASTM E 13W GLASS CHARTS. SEE SHEETS 3, 4 &S FOR GLAZING DETAILS. SCANNED BY St. Lucie County TABLE OF CONTENTS SHEET REVISION SHEETDESCRIPTION 1 B INSTALLATION & GENERAL NOTES 2 ELEVATION & ANCHOR LAYOUT 3 B SMI GLAZING DETAILS 4 C LMI GLAZING DETAILS 5 A LMI GLAZING DETAILS 6 UGHTMUWONTABLES T - MEDIUM MULLION TABLES 8 A HEAVY MUWON TABLES 9 - EXPANSION MULLION TABLES 10 SMI HEAVY MULLION TABLES 11 TYPE A&B ANCHOR TABLES 12 TYPE C&D ANCHOR TABLES 13 DOORMUWONTABLE 14 DOOR MULLION TABLES (1) 15 B VERTICAL SECTIONS& ANCHOR DESCRIPTIONS Sfi A VERTICAL SECTIONS& ANCHOR DESCRIPTIONS (I) 17 p LIGHT& MEDIUM MULLION HORRONTALSECTIONS 18 HEAVY MULLION HORIZONTAL SECTIONS 19 COMPONENTS& BILL OF MATERIALS 20 COMPONENTS INSTRUCTIONS FOR USE: 1. DETERMIN E DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING APPLICABLE ASCE T STANDARD, 2. SEE CHARTS ON SHEETS 3,4& 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. 3. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 6, T, 8, 9 & 10 FOR 90RE FRONT MULLION AND SHEETS 13 & 14 FOR DOOR MULLION, THE 4. USING CHART ON SHEET II& 12 SELECT ANCHOR OPTION WR DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP ABOVE 5. THE LOWEST VALUE RESULTING FROM STEP 2, 3AND 4 SHALL APPLY TO ENTIRE SYSTEM. YKK a� r a m ms msp YKK AP AMERICA I E9xw,Y55•Itl5 •xI•SSH�ns fulnMamS W Z F 6O 2 � } ¢ Z$°ESE OE NO T z S'1 O 7C 2 Q Qm. i d \Q r Q a Y SIM --am rm[ � V W�I.WIII.SD T]uLGSSu IDSm FL N: FL14218 DATE: 11.19.15 SCALE: DWG. B: I MAK. FRAME MA) HEIGHT SEE.' SEE SHEETS 3 , 6, ], 8, 9,10 13 & 14 .DLO HEM &S L 5` MAX. FROM CORNERS' SEETABLE BELOW JAMB ANCHOR SPACING' ANCHORTYPE MAK. SPACING MAIL DP AORB 18.75' 65 PSF CORD 13" AORB 13.5" 90 PSF C OR D 9.375" 'NOTE: JAMB ANCHORS ARE ONLY REQUIRED WHEN USING "HEAVY"JAMB CONFIGURATIONS, SEE SHEET 18 FOR HEAVY JAMB DETAILS SEE SHEETS ^ -4 ELEVATION 6, 7, 8, 9, 30, 13&14 TYPICAL YHS 50 FI STOREFRONT TYPICAL ANCHOR LAYOUT / \ \ \ \ SEE SEPARATE DOOR APPROVAL FOR DOOR RATING & DETAILS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILLAPPLYTO ENTIRE SYSTEM. L ANCHORS, TYPE a B, c / SEE SHEETS 11& 12 FOR QUANTITIES AND / SHEETS 15 & 16 FOR DESCRIPTION / ANCHORS. TYPE a B, C OR D SEE SHEETS 31 & 12 FOR QUANEDIES AND r SHEETS 15 & 16 FOR DESCRIPTION -FORDOORADJACEM MUWONANCHOR REQUIREMENTSSEE SHEETS 13 IS 14 YKli l clP J IQSP1103' I'm YKK AP AMERICA W Z� m0 04 ' o oW ao i�E iNi Wa � � 5. rm^ t r ¢ c e =.4/Al R 3YG M rec mrr. o Wn�om�ra N. mm FLR: FL14218 DATE: 11 1 R_ 1 S SCALE: DWG. R: 0 GV55 LOAD CAPACITY (PSFI OPENING (IN) GLASS TYPES IORI TYPE DLO DLO HEIGHT EAT, I.) Ill. PI EXT' I')WIDTH INT. - 2).5 .375 4 70.0 90.0 70.0 33.5 395 ]OD 90.0 70.0 70.0 90.0 70D 15.5 i1.5 . 6 699.5 .5 TOO 90.0 700 70.0 90.0 700 70.0 9090.03S 70.0 70.0 90.0 7DO ]00 70.0 90.0 68.4 .5 60.3]5 ]00 90.0 O. 33 33.5 70.0 90.0 T00 39.5 70.0 90D 70.0 45.5 70.0 90.0 70.0 51.5 5].5 70.0 90.0 70.0 70.0 90.0 70.0 63.5 69.5 70.0 90.0 70.0 70.0 90.0 70.0 2).5 66.3)S 70.0 900 70.0 33.5 39.5 70.0 90D 70.0 70.0 90.0 70.0 45.5 70.0 SOD 70.0 51.5 5).5 70.0 90.0 70.0 70.0 90.0 70.0 63.5 69.5 63.4 81.5 63.4 63.S 81.6 63.5 27.5 ]2.3]S 70.0 90.0 70.0 33.5 70.0 90.0 700 39.5 45.6 70.0 90.0 70.0 70.0 soma 70D 51.5 57.5 70A 90.0 70.0 70.0 90.0 70D 63.5 69.5 63.4 81.5 63A 57.9 74.5 57.9 27.5 J0.3T5 70.0 90.0 70.0 33.5 39.5 70.0 90.0 1 70.0 ]DA 90.9 ]D.0 45.5 J0.0 S1.5 5].5 )D.0 90.0 J0.0 ]0.0 90.0 )0.0 63.5 69.5 SEA 61.5 63.4 5).9 T4.5 5).9 27.5 84.3)5 70,0 90.0 70D 33.5 70.0 90.0 70.0 39.5 70.0 90.0 )OD 45.5 70.0 90.0 70.0 51.5 70.0 90.0 70.0 57.5 70.0 90.0 70.0 63.5 63.4 81.5 63.4 69.5 57.9 74.5 57.9 GLASS TYPES SMALL MISSILE IMPACT ONLY 1-5116"O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.035" SENTRYGLAS BY KURARAY, FORMERLY KNOWN AS SGP BY DUPONT, 1/4" HEAT STRENGTHEN ED GLASS EXTERIOR INTERIOR 26 9/16" 0 GLASS BITE D 9 25 - 24 GLAZING DETAIL I (DRY GLAZED) EXTERIOR 9/36" GLASS BITE GLAZING DETAIL (DRY GLAZED) 1-5/W O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.060" EASTMAN SAFLE% PVO, 1/4" HEAT STRENGTHEN ED GLASS EXTERIOR T` INTERIOR GLAZING DETAIL K (DRY GLAZED) DAYLITE OPENING DIMENSIONS: DAYLITE OPENING WIDTH: NOMINAL PANEL WIDTH 2.500" DAYLITE OPENING HEIGHT: FRAME HEIGHT 5.625' I.nV ZSSCAPACITIESON THIS SHEET ARE BASED ON ASTM E1300,(M D SEC. GUSTS) AND CHAPTER17 OF THE CURRENT FBCFOR SIZES OTHER THAN TESTED. 1. SETTING BLOCK DUROMETER HARDNESS OF70-90 (SHORE AI AS REFERENCED IN CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1145PAN LENGTH FOR GLASS WIDER THAN 36' AS PER CHAPTER 24. 4. OLD. MAY NOT EXCEED MAX DIMENSIONS IN D.L.O. HEIGHT 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.060" TROSIFOL BY KURARAY, FORMERLY KNOWN A5 BUTACITE BY 1/4" HEAT STRENGTHENED GLASS INTERIOR ALUMINUM 00%SPACER: AROUND THE PERIMETER OF THE GLASS PRIMARY SEALANT; POLYISOBUTYLENE (RIB). SECONDARY SEAUNT: STRURU0.AL SILICONE INTENDED FOR FABRICATION OFINSULATED GLASS UNITS: _' WIDTH WIDTH -I D.L.O. HEIGHT D.L.O. HEIGHT I YKK �n Qspi4 ■ n mspiFEB YKK AP AMERICA uzs.w, a61.N,O M:Iele1E1Ul..gM.AKNI y3B.YO1 w Za i o {y 33 F 'otley� 3 s5� W4 i 10:�G� Zss T � DO m m 2 y� w a a = Q n REVISION F. O YY1, :EPOS *. 7 ?* v. T T i T 04SR/ONAL A 011ie BGIXM� SV rase mlr. v wra nw x. xe5]e FL #: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG.#: YKK159 SHEET: 3 DAYLIGHT OPENING Dm WIDTH 27,5 33.5 39.5 - 45.5 51.5 _5).5 63,5 69,5 27.5 33.S 39.5 45.5 51.5 5T.5 635 69.5 27.5 33,5 39.S 45.5 51.5 s)s 63.5 27.5 39.5 39.5 45.5 51.5 5].5 63.5 69.5 27.5 33.5 39.5 45.5 51.5 5].5 69.5 69.5 27.5 33.5 39Z 5].5 69.5 GLASS TYPES LARGE & SMALL MISSILE IMPACT 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, I/V AIR SPACE, 0.090- ROSIFONGTHENEDGLA55, GLASS"OA.SFING INSULATED LAMINATED 0090'TROSIFOWN AS BARAY, GLASS CONSISTING OF: FORMERLVKNOWN AS BUTACDE BY DUPONT, 1/4•TEMPERED GLASS, EXTERIOR 1/4• HEAT STRENGTHENED GLASS 1/2-AIRSPACE, INTERIOR 1/4" HEAT STRENGTHENED GLASS, 0.090" EASTMAN SAFLEX PVB, EXTERIOR 1/4" HEAT STRENGTHENED GLASS 26 DOW CORNING 995 INTERIOR 9/16" 26 OOW CORNING GLASS 995 RITE 9/16• GLASS 9 BITE �- t 23 GLAZING DETAIL D 9 /-I�� (WET GLAZED) - �r 34 GLAZING DETAIL E (WET GLAZED( ' NOTE: 1-5/I6" O.A. INSULATED LAMINATED G IASS CONSISTING OF: 1. ASTM CAPACITIES SE THI55HEETAREBASER ON p5TM E1300d4I35EC GU5T5I AND CHAPTfR1] 1/4" TEMPERED GLASS, OF THE CURRENT FBC FOR SUES OTHER THAN R SPACE, TESTED.♦♦SILL(II III. 1/4•HIEAT STRENGTHENED GLASS, 2. SETTING BLOCK DUROMETER HARDNESS OF JD90 0.090• SENTRYGIAS BY KURARAY, (SHORE AI AS REFERENCED IN CHAPTER 24. BY DUPONT, 3. SETTING BLR GKS LASS BE ER MAN AT1/45PAIN FORMERLYATSTRENN AS SGPGTHENED ER EXTERIOR 1/4"HEAT STRENGTHENED GLASS LENGiH FOfl GLASS WIPER THAN 36'AS PFR CHAPTER 24. INTERIOR 4. O.LO. MAY NOT F%[EED MAX DIMENSIONS IN 36 GVSSCNARTSl..GUSSTYPE 9/16• ALUMINUM BON SPACER: O.LO. D.LO. GLASS O AROUxD1xE PFRIMFTFROF WIDTH WIDTH TNEGU55 BITE PgIMARTswWT/: POLYISOBIIIYLFNE (PIBI. 26 SECONOARYSwwM: 9 STRUCTURAL5ILICONE /�- 24 (MENDED FOR FABRICATION of INSUwiEO GwSSUNITs. D.LO. GLAZING DETAIL F HEIGHT (DRYGLAZED) D.L.O. GLAZING DETAILS CONTINUED ON NEXT PAGE HEIGHT45.5 OPENING OIMFNSIONS: DAYLITE OPENING WIDTH: D.LO.DWGRYKKISJ63.5 NOMINAL PANEL WIDTH -2500' OAYLNE OPENING HEIGHT: HEIGHT • igAME MEIGHR 5.625' 0 YKK El1_nOlafry a mspNeG YKK AP AMERICA L119xWYu34rrI45 PM',PMU" 1. luysnlnFml GLASS LOAD CAPACITY(PSF) GLASS LOAD CAPACITY(PSF) (IN) GLASS TYPESD Gw55TYPEF GLASS TYPES ORH DAYLIGHT OPENING (IN)DqE GLASS TYPESD ORE GLASSTYPEF GIPSS TYPESG ORH w La's Z c 4 O Nis N O m lz Z F Q F zA is R8 me 3 C o d ' ^� w Dm HEIGHT ENT.(- INT. 1-) EXT. .) INT. INT.I-) INT. I-) DLO WIDTH HEIGHT NEIGIIT EXT. IM.- EXT. . INT. - EXT. IM.- 54.3)5 SOLO 70.0 90.0 70A 27.5 90.3)5 50.0 70.0 90.0 70D 50.0 70.0 90.0 70.0 33.5 50.0 70.0 90.0 70.0 SOLO )O.o 90.0 )D.a 39.5 $D.0 >O.o 90.0 )o.D $OLO )a.o e8.5 )0.0 45.5 50.0 ]0.0 85.0 >0.0 44.2 70.0 70.2 70.0 51.5 44.2 70.0 78.2 70.0 44R 70.0 78.3 70.0 5).5 ]0.0 ]00 70D 48.7 70.0 )9.] 70.0 1 63.5 634 634 634 41.E 68.4 68A 68.4 69.5 - 53.8 53.0 - 60.3)S 50.0 70.0 EGO 70.0 27.5 96.3)5 50.0 70.0 SOD 70.0 50.0 70.0 90.0 70.0 33.5 SOO 70.0 90.0 70.0 SOLO )O.0 90.0 )0.0 39.5 50.0 70.0 90.0 70.0 50.0 70.0 08.5 )0.0 45,5 50.0 T0.0 83.3 T0.0 44.2 10.0 78.2 )0.0 51.5 )0,0 T6,T T0.0 REMARKS BY DATE 39,6 70.0 70.G )0.0 57.5 70,0 70,0 70.0 AUvaATFS PCRcoMMExE M5 Duo.L6 39,6 70.0 T0.1 )0.0 63.5 58.9 50,9 BGMKETg ION LS 10.ID.Is 33A 70.0 ]3.6 T0.0 66.5 Sfi.2 563 66.375 SDA ]a.o 90.0 70.0 27.S 102.375 SOU 70A 90.0 70.0 C-FBC CODE UPDATE 0.V ozFzn 50.0 700 90.0 70.0 33.5 50.0 70.0 90.0 70.0 50.0 70D 90.0 70.0 39.5 S0.0 70.0 90.0 70.0 44roeinaru,�.¢mutxmenumu 50.0 70,0 88.5 70.0 45.5 50.0 70.0 81.8 70.0 44.2 >0.0 78.2 70.0 51.5 70.0 75.1 70.0 39.6 70.0 )0.0 ]0.0 SJ.S - Jo.O )0.0 )0.a / `S♦♦♦�♦;S F- O /Uqq' ♦♦ StC,P �i ` �40•;' •• O 2 T _ 4 p t T T t/2y- i 0,��•.,•( f';'=V]♦� �/ (� �........ •'� VN ♦♦ �z�SI%NAI E� ♦♦♦ I Im4pHEMRAIAL FLOa7x PL w IIm Two 8 4t 4 m FSL4m vwmn4unw xe.11. 35,8 SEA 63.4 63.4 63.5 - 58.9 58.9 - 100.375 )2.3)5 50.0 >OA 90.0 >0.0 33.5 50.0 70.0 90.0 70.0 50.0 )0.0 90.0 )0.0 39.5 SOLO )0.0 895 )0.0 SOLO 70.0 90.0 )0.0 45.5 70.0 80.z 70.0 50.0 T0.0 88.5 T0D 51.5 T0.0 T3.T T0.0 44.2 70D )03 >0.0 57.5 - 65.0 65.0 - 39.6 >O.D ID.FI ]0.0 6[L5 - 61.0 61.E - 3i.8 63.4 SEA 63,4 27.5 334.375 50.0 ]OD 90.0 JD.O - 57.9 5).9 5T.9 33.5 50.0 To.O NO 70D )8.3)5 SOLO 70.0 90.0 )O.O 39.5 SOLO 700 886 T0.0 SOLO ]0.0 90.0 ]0.0 45.5 - ]O.FI 79.4 70.0 50.0 )0.0 90.0 )0.0 51.5 - 65.0 65.0 - SO A 70D EELS >0.0 SJ.S - 65.0 65.0 - 44.2 70.0 T8.2 T0A 27,5 120,375 50,0 70.0 SOLO 70.0 394 70.0 )0,0 T0.0 33.5 50,0 70.0 90.0 70.0 FL p. FL14218 63.9 63.9 63.9 38.5 50.0 70.0 09.5 T0D 5T.9 5).9 5).9 27.5 126.3)5 SOLO 70.0 9D.0 )0.0 e4.3]s53.5 SOLO T0.0 SOLO ]0.0 33.5 SD.O ]O.0 90.0 T0.0 DATE: 11.18.15 SOLO 70.0 EGA T00 36.5 SOLO T0.0 SOLO T0,0 50.0 T0.0 90.0 T0,0 2T.s 33z.3)5 90.o TD.D SM HFN SOLO )0.0 0>.3 )0.0 33.5 SOLD )0.0 04.2 T0.0 T8.2 T0.0 34.5 H5173 90.0 To.OSCALE: NTS J0A T0.0 )0.0 2T.5 SOLO )0.0OAYLITF CS138.375 63.4 63.4 63.4 33.5 SOLO >0.0 5).9 5).9 5).9 SHEET: /(/ITS V OF 20 EXTERIOR 9/16" GLASS BITE GLASS TYPES LARGE & SMALL MISSILE IMPACT (CONTINUED) 1-5/16' O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4' TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.0T5'EASTMAN VANCEVA, 114' HEAT STRENGTHENED GLASS GLAZING DETAIL G (WET GLAZED( INTERIOR ALUMINUM BON SPACER: AROUND THE PERIMETER OF THE GLASS. PRIMARYSEAIANT: POLYISOBUFYLENE(PB#. SECONDARY SEALANT: STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSULATED GLASS UNITS. 1, GVSSCAPACRIESON THISSHEETAREBASEDON ASTME130AW (3SECGYSTS)AND CHAPTER 17 OF THE CURRENT FBC FOR SIZES OMEN THAN TESTED, 3. SETTING BLOCK DUROMETER HARDNESS OF 70-9D (SHORE A) AS REFERENCED IN CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 2/4 SPAN EENGM FOR GLASS WIDER THAN 36'AS PER CHAPTER 24, 4. OLD. MAY NOT EXCEED MPS DIMENSIONS IN 1-5/16"OA INSULATED LAMINATED GLASS CONSISTING OF: 1/4"TEMPEREDGLASS, 1/2-AIRSPACE, 1/4" HEAT STRENGTHENED GLASS, 0.090" SENTRYGLAS BY KURARAY, FORMERLY KNOWN AS SGP BY DUPONT, 1/4' HEAT STRENGTHENED GLASS EXTERIOR I INTERIOR A/—X� DOM 995 9/I GVS BIT GLAZING DETAIL H (WETGLAZED) YKK aatfly R m5pir#B YKK AS AMERICA vnxwr�cu..ss PN:Imlzn �95s ruticny�emr k z2 N a y � 0y��3 o m m 2 0 Ey�j i a FF Q \AAA'" SF. tvQ': ;FP 7 TT i GC POT.'". C P.:'22��. NAL Re E. 04,44�4[4W RW.1 m 9[ mfl. V WIIK224MN Na AOR FL H: FL14218 DATE: 11.18.15 DWG. RY: CHK. BY: SM I HFN SCALE: NTS DWG.#: YKK159 SHEET: 5 MULLION LOAD TABLES DESIGN LOAD CAPACITY. PSF DESIGN LOAD CAPACTY-PSF NOMINAL DIMS. LIGHT 1PMB-11 UGH MULUON- M1 NOMINALDIMS. LIGHT JAMB-11 UGHT MUWON- MS WIDTH W FRAME HEIGHT EM.N INT..) EM. IN In(.) WIDTH W FRAME HEIGHT EXT.(1) IM. - EXT.IaI IW. - 30 )] Solo Solo 30 so solo solo 33 50.0 Solo 33 Solo 50.0 36 50.0 50.0 36 So.O 50.0 39 50.0 50.0 39 SO.O Salo 42 50.0 50.0 42 50.0 50.0 45 50.0 50.o 45 50.0 50.0 a8 $0.0 50.0 48 50.0 50.0 51 50.0 EDO 51 solo Solo 54 5) 50.0 50.0 54 50.0 1 48.4 50.0 solo 57 50.0 1 45.9 60 50.0 Solo 30 96 Some 50.0 63 50D 50.0 33 $0.0 50.0 fib 50.0 50.0 36 50.0 50.0 69 50.0 50.0 39 SO.0 50.0 72 50.0 50.0 42 50.0 50.0 30 78 50.0 50.0 45 50.0 50.0 33 50.0 SOD 48 50.0 47.9 36 Solo 59.0 51 50.0 45.1 39 50.0 SOX s4 Solo 42.6 42 50.0 SOD 30 202 50.0 50.0 45 50.0 50.0 33 50.0 50.0 48 50.0 50.0 36 $0.0 SO.o 51 50.0 50.0 39 50.0 solo 54 50.0 50.0 42 50.0 48.5 57 50.0 50.0 45 sO.D 50.0 4s.i 42.4 60 63 50.0 50.0 49 50.0 50.0 51 50.0 1 403 66 50.0 SOD 30 108 50.0 solo 30 84 50D 50.0 33 solo 50.0 33 50.0 1 50.0 1 36 50.0 50.0 50.0 46.6 36 50.0 SOD 39 39 50.0 50.0 42 Solo 03.3 42 50.0 50.0 45 50.0 40.3 45 SO.o Solo 48 50D 37.8 48 50.0 Solo 51 50.0 50.0 54 solo 50.0 57 50.0 50.0 60 50.0 50.0 LIGHT CONFIGURATION F H AME IGHT 0p, F//.fa F%G 1 �W3+W2�W3� WIDTH IWI = WI (IAMB) WIDTH(W) = W2 =W3 (MULLION) 1 UGHTIAMB-11 LIGHT MULLION - M1 LIGHT CONFIGURATION 1 9 iz UGHTSILL I lrolo LIGHT HEAD YKK C7PIMRS YKK AP AMERICA z 9 o oW = �33 gig ! Na H. gig oa. mm 2 W j (\/ \� � F < a MU RAIX R> 1I 31 mvL ¢e°r. rc wmw24Tm x. 4wm FL#: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG.#: YKK159 SHEET: 6 MULLION LOAD TABLES MEDIUM CONFIGURATION 3 3 2 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF NOMINAL DIMS. MOH NIM IAMB-13 MEDIUM IAMB-13 MEDIUM MUWON- M2 NOMINALDIMS: MEDIUM IAMB-12 MEDIUM IAMB-13 MEDIUM MULLION- M2 WIDTH (WI FRAME HEIGHT EXT. 1.) INT.(-) EXT. INE. - MT. (+) INT.(-)( WIDTH W FOAMS HEIGHT EXT. (4) INT.-) W. (a) INT.(-) EXT. I.1 INT. - 30 60 Ta.a 70.0 TU.a 30 80 70.0 70.0 70.0 36 42 7a.0 70.0 )UD 36 70.0 TO.a 70.0 70.0 70.0 70.0 42 70.0 JO.a TD.O 48 70.0 70.0 70.0 48 T0.0 70.0 70.0 54 60 70.0 70.0 )a.0 54 70.0 70.0 70.0 70.0 70.0 70.0 60 70.0 70.0 70.0 66 0.0 70..0 fib T0.00 )00 70.1 ]a1 700 700 )I ))2 0.0 )0.0 30 66 70.0 70.0 ]G0 30 9U 70.0 )0.0 70.0 36 70.0 70.0 ID.0 36 70.0 70.0 70.0 42 48 70.0 700 70D 42 70.0 70.0 70.0 70D )0.0 )0.0 48 )0.0 )0.0 70.0 54 70.0 70.0 70D 54 70.0 70.0 70.0 60 To.O 70.0 70.0 60 T0.0 T0.0 ]0.0 66 )2 )0.0 70.0 70.0 66 70.0 70.0 70.0 )0.0 )0.0 )0.0 )2 )0.a 6T1 64J 30 22)0.0 70D 70.0 70.0 30 96 70.0 70.0 70.0 36 70.0 70.0 70.0 36 70.0 70.D 70.0 42 70D 70.0 70.0 1 42 70.0 70.0 70.0 48 ]0.0 70.0 48 70.0 )0.0 70A 54 70.0 54 )0.0 )0.0 >DO 60 65 )0.0 70.0 60 )0.0 T0.0 68.2 )0.0 70.0 66 70.0 64s 62.0 )i T0.0 70.0 30 102 70D 70.0 70.0 30 TB)0.0 )0.0 70.0 36 70.0 70.0 70A 36 U70.070.0 ]0.0 70.0 42 70.0 70.0 TD.O 42 )0.0 70.0 48 70.0 70.0 70.0 48 54 70.0 54 70.0 .9.B 6]3 )0.0 70.0 60 TOO 62.8 60A 60 T0.0. 70.0 30 206 70D 70.0 70.0 66 72 )0.0 70.0 35 70.0 70.0 70.0 )a.D 70.0 42 70.0 70.0 70.0 AS )0.0 70.0 67.4 54 60 70.0 62.3 59.9 70A 56.0 53.9 FF HI D D MEDIUMIAMB A2 MEDIUM MULLION-M2 MEDIUM SILL MEDIUMIAMB-13 MEDIUM HEAD AME AME IGHT L L-L W1----�-W2- �-W3-, WIDTH(W) = W1(JAMB) WIDTH(W) = W2 2 W3 (MULLION) a��el a mspues VKK AP AMERICA ImxvnuunAes w i Z NC i Oi��yG mm ? w l Q a `�PYA�ES F uJ0 zA2�i '. POT••. C P: �=e4� ��i�SS/ONAI• E�Gx�,, Ax Aw)i/H4NAAe�i` Haew Pe x. ]me SB E O�Y�Y4n4w�I Btu. 4/ AV rsE ml°e. a wnla4wnw x> ]ene > FL N: FL14218 DATE: 11.] RA 5 SCALE: DWG. P: N7 FRAME HEIGHT MULLION LOAD TABLES HEAVY CONFIGURATION DESIGN LOAD CAPAOTY-PEP NOMINALDIMS. HEAWMUWON-M3 WIDTH(W) FRAME HEIGHT EXT(1) INT.(-) 72 96 20.0 90.D 69 102 ]D.0 90D 66 108 T0.0 90A 63 114 ]0.0 90.0 60 120 )DD 90.0 41 126 65.0 E D 39 132 65.0 66.0 37 138 65.0 65.0 36 144 65A 6i0 NOTE: HEAW CONFIGURATION IAMBSARE ANCHOREDALONG THEIR LENGTH AND THEREFORE DO NOT UMIT DESIGN PRESSURE. LJ10, LJL�� Imo—Wz— WIDTH(W) = W2 6 W3 (MULLION) 2 6 T 3 2 2 I I 5 U HEAW)AMB-14 HEAVY MULLION -M3 HMVYJAMB-15 HEAVY CONFIGURATION HEAW HEAD YKK ap �5 YKK AP AMERICA 0URU% WMlA3zvz M 147.1 1., Fuaneuv.xaz z Ng3 G E ! N DO j � m m . z c/ Q a : 7 ' •D TT a C— SSAONAL H TD6d3H NkE.'�E �APA. x IL m. H/A1. R� FH£ D1LF. 6 NTYESA Xu ]]!1C FILM FL14218 DATE: 11.18.15 DWGSBM HKIiFN SCALe NTS DWG.#: YKK159 SHEET: B0 R MULLION LOAD TABLES EXPANSION MULLION DESIGN LOAD CAPACITY -PSF DESIGNLOADCAPACITY-P5F DESIGN LOAD CAPACITY- PSF NOMINALDIMS. EXPANSION MULLION NOWNALDIMS. EXPANSION MULLION ALDIMS. EXPANSION MULLION WIDTH (W) FRAME HEIGHT EXT.W INT. I-) WIDTH (W) FRAME HEIGHT EXT. IO INT. I-) FRAME HEIGHT EXT. p) IM.I-) 30 72 65.0 30 90 65.0 65.0 108 65.0 33 65.0 65.0 33 36 E42 51 65.0 36 65.0 39 65.0 fi5.0 39 65.0 65.0 61.7 42 42 5).3 45 48 650 650 45 65.0 53.5 48 51 65.0 51 50.2 51 65.0 65.0 65.0 64.2 47.2 44.6 54 54 54 57 5) 65.0 57 60.8 42.2 60 63 65.0 65.0 60 63 57.8 55.0 60 40.1 63 38.2 66 65A fib 52.5 66 36.5 69 65.0 1 65.0 69 R 5D2 30 114 65.0 22 48.1 33 65.0 60.0 30 78 65.0 30 96 65.0 65.0 36 33 65.0 65.0 33 39 42 55.4 51.4 36 36 39 65.0 39 42 65.0 65.0 65A 65.0 45 48 48.0 42 45.0 42.4 45 65.0 45 48 65.0 51 40 63.5 54 57 40.0 51 54 51 54 59.) 56.4 37.9 36.0 60 63 57 60 57 53.5 34.3 60 63 SD8 30 33 120 65.0 63 48A 51 54.2 66 69 $650 66 69 46.2 44.1 36 39 42 50.0 46.4 72 FL 42.3 30 33 84 30 33 102 BED 65.0 45 48 43.3 40.6 36 39 36 65.0 65.0 51 54 38.2 36.1 EST 39 42 42 64.3 57 60 34.2 45 48 65.0 45 48 60.0 32.5 65.0 65.0 S6.2 30 126 51 51 54 51 52.9 33 53.6 65.0 54 57 50.0 36 49.1 45.4 57 60 65.0 47.3 39 41 65.0 63.2 60 63 45.0 43.1 63 66 42.8 30 33 132 53.7 48.0 60.3 66 40.9 39.1 69 S)J 69 36 44.0 )2 55.3 39 41.3 30 138 49.1 33 44.7 37 39.0 30 144 45.1 33 41.0 3).6 36 FRAME HEIGHT NOTE: EXPANSION MULL MAYBE USED WITH ANY MU W ON CONFIGURATION SUCH THAT ALLOWABLE SIZES AND PRESSURESARE NOT EXCEEDED. F�--W2t W3-y WIDTH(W) = W2 2.W3 (MULLION) 1) 19 is Q EXPANSION MULLION yHli ap row msp ms YKK AP AMERICA DU M: N7IPn�t9531M: 11n1.Xl wL 1W� Z N a�CRk 0m=�3F r Do r Q a Y4 O� �SAC� a�F >ti rvt mD, o wmDa4m x. mm FLO: FL14218 DATE: 1 1 1 R 1 S SCALE: OWG, X; 9' SMI MULLION LOAD TABLES HEAVY CONFIGURATION FOR USE IN SMALL MISSILE IMPACT APPLICATIONS ONLY DESIGN LOAD CAPACITY- PSF NOMINALDIMS, HEAVY MULLION-M3 WIDTH(w) FRAME HEIGHT EXT,(1) INT.(-) 72 96 70.0 90.0 69 102 70.0 90.0 66 108 70.0 90.0 63 114 70.0 90.0 57 60 120 70.0 70.0 90.0 88.7 41 126 70.D 90.0 39 132 ]0.0 BUD 37 138 70.0 90.0 33 144 J0.0 6).5 90.0 86.8 36 NOTE: HEAVYCONRGURATION IAMBSARE ANCHORED ALONGTHEIR LENGTH AND THEREFORE DO NOT LIMIT DESIGN PRESSURE. 6 HEAW IAMB-J4 NOTE: ALL PREVIOUSLY DETAILED MULLION CONFIGURATIONS ARE ACCEPTABLE FOR USE IN SMI CONFIGURATIONS IN ADDITION TO THE CONFIGURATION AND RATINGS SHOWN ON THIS PAGE. FI HI AME IGHT LL-IL- I —W1t W2—I�W3---y WIDTH (W) = W2 2+W3 )MULLION) 7 3 I I 5 HEAVYMULLION-M3 HEAVYJAMB-15 HEAVY CONFIGURATION 4 ' 1� YKK cl m mspues YKK AP AMERICA u119NWYYl6YPTS5 GE lAt 710E1 vN. Mi61611 f9554x9:I6nIn9im1 U ZF n 2 yF aO. dC�T p� �aELa4 �s oil 21 ME 5 Z is m j < <& F. ``:SAES 7 ' D . T T :pOT'•• i� FSSYONAL E�C.�:�: ue 6 oeuw 6i�noi 6Ge iea .A w�niaxumx xo zere FLP: FL14218 DATE: 11.18.15 SCALE: DWG. p: 10 § !.. , ! _ !§F; b b b oo o �)\\ • m abbobbobbobb (( 0; \, _ ( ) 11 — § 00000 ) ))000 § ` 000 ..,\ ;;2 » 2 _ 0 � � m 3:; � � D � CA 4 ;■ _~ �*� ®p ____m_ p : ,� § ,+» $ ! ¥E _ p /� :&e \§ a, _ _ /\�$ ®; 7{%{ »q((PREPARED — _m� e• y<- / / 00 /= \A 7 F ANCHOR TYPE 'C & W TABLES ANCHOR LOAD CAPACITY- EAT.IN &IM. (-) ANCHOR LOAD CAPACITY-PSF CAT I.) &INT.II ANCHORWADCAPACIIY-PSF EXT.(+) &INT.(-) NOMINAL DIMS, ANCHORSTYPE-C ANCHORSTTPE'D' NOMINALDIMS, I ANCHORSTYPET' ANCHORS TYPED' HOME NN DIMS. ANCHORS TYPE'C' ANCHOR5TYPE'D' WIDTH (WI FRAME HEIGHT C2 C3 CA CS D2 D3 IM WIDTX (W) FRAME HEIGHT C3 C3 CA CS D2 D3 04 DS WIDIN (W) FRAME HEIGHT C2 C3 " C5 D2 03 D4 05 SOD 33D ]2.0 90.0 9D.0 90.0 90.0 900 90.0 SEED 30D SEED 90.0 90.0 900 90.0 90.0 90.0 900 90D 30D 109.0 818 9D.0 900 90.0 90G 90. 90.. 900 90.0 90D 90.0 90.0 MR 90.0 SEED 330 89.3 900 900 90.0 90.0 90.0 90.0 90.0 33D ]4.4 90.0 90.0 90.0 03.9 90.0 90.0 900 36.0 39.0 90.0 90.0 90.0 900 90.0 90.0 900 36.0 81.8 90.0 90D 90.0 90.0 90.0 90.0 900 AEG 68.2 90.0 90.0 90.0 76.9 90.0 90.0 90.0 90.0 90.0 90.0 900 9D.0 90.0 900 39.0 ]5.5 90.0 90.0 90.0 85.2 90.0 ED. 900 39D 6].9 ERG SEED E... Il. SEED SEED 90.0 420 ,5.0 ;3D L. 8].] 900 90.0 90.0 900 90.0 SOG 4J.0 ]0.1 90.0 90.0 90.0 ]9.1 900 90.0 ED.D 42.0 58.4 8].] 90.0 90.0 MR 900 9.R SEED 81.8 900 90.0 900 900 90.0 900 45.0 65.5 900 90.0 90.0 ]3.9 900 90.0 SEED 45.0 $4.5 51.1 40.1 BIB ]6.] Rl 90.0 90.0 90.0 90.0 90.0 90.0 61.6 51.7 54.3 90.0 95.5 01:5 90.0 90.0 SEED 90.0 90.0 90.0 ]6.] 9DO 90.0 900 B66 90.0 SITE) 48D 614 900 900 90.0 69.3 900 90.0 90,0 48D ]2.2 900 90.0 900 81.5 90.0 900 51.0 57.8 86.6 90.0 90.0 65.2 90.0 90.0 900 51.0 540 AA 68.2 9D 90.0 90.0 ]6.9 90.0 900 54.0 54.5 81.8 90.0 90.0 11.6 900 90.0 SEED SAD 45.5 68.2 900 90.0 513 ]6.9 900 90.0 6 90.0 90.0 900 R.9 90.0 90.0 SJ.O 51] D.5 90.0 900 58.3 8>.5 90.0 90.0 57D 41.1 64.6 86.1 90.0 4B.6 72.9 90.0 90.0 60.0 63A 90.0 90.0 EGG 693 90.0 EGA 60.0 AST J3.6 90D 90.0 55.4 83.1 90.0 EGG 60D 40.9 634 81.8 90.0 46.2 69.3 900 90.0 63.0 66.0 58.4 0].] 90.0 EGO 66.0 90.0 900 63,0 46.8 ]0.1 90.0 90.0 52.8 ]9.1 90.0 900 630 39.0 SB.4 ]].9 90.0 440 66.0 87.9 90.0 55.8 83.] 90.0 90.0 63.0 90.0 90.0 66.0 446 66.9 99.3 90.0 50.4 ]55 90.0 900 660 3]R 55.0 ]4.4 9D.D 42D 630 039 90.0 '9.0 ]LEE 53.4 MIT 90.0 900 602 90.0 900 69.0 42.7 64.2 854 90.0 48.2 ]2.3 90.0 90.0 300 1140 71.5 900 90.0 90.0 STS 90.0 SEED 90.0 51.1 ]6.] 90.0 90.0 57.7 86.6 90.0 ]2.0 40.9 63A BLB 90.0 46.2 693 90.0 900 33.0 70.5 900 90.0 90.D ]95 90.0 90D 90.0 30.0 33.0 78.0 90.0 90.0 90.0 900 90.0 90.0 90.0 30.0 960 90.0 90.0 900 90.0 90.0 90.0 90.0 900 360 64.6 900 90.0 EGG 72,9 90.0 90,0 90.0 90.0 DIED 90.0 900 90.0 90.0 90.0 33.0 83.7 90.0 900 90.0 90.0 ED.D 90.0 900 390 596 89A 90.0 90.0 ITS BOB 900 90.0 360 90.0 MIT 90.0 90.0 SEED 90.0 900 36.0 ]6] 90.0 900 90D 86.6 90.0 LOR 90.0 420 SSA 83.0 90.0 90.0 62.5 90.0 900 90.0 39.0 42.0 87.1 9D.0 90.0 90.0 9D.0 90.0 90.0 39.0 7D,8 90.0 90.0 90.0 79.9 90.0 90.0 900 4SA 51.7 404 ]].5 ]2.7 90.0 900 90.0 90D 58.3 547 87.5 82.0 900 900 90.0 90.0 80.9 9DO 90.0 90.0 MIT 90.0 90.0 42.0 653 90.0 900 SEED 74.2 90D 90.0 900 490 45.0 48D ]5.5 900 90.0 90.0 05.2 90.0 90.0 45.0 614 90.0 90.0 900 69.3 90.0 900 900 SID 45.6 fi8A 90.0 90,0 S1.5 77.2 900 90.0 ]0.8 90.0 90.0 90.0 ]9.9 90D 90.0 4B.0 5).5 86.3 9IT0 90.0 64.9 900 90.0 900 54.0 43.1 64.6 86.1 SEED 48.6 72.9 900 90.0 51.0 SAG 66.6 90.0 900 900 ]SS 90.0 90.0 51.0 54,1 81.2 90.0 900 61.1 900 90.0 90.0 57.0 40.8 .13 81.6 90.0 46D 69.1 900 90.0 62.9 90.0 900 90.0 ]1.0 SEED 90.0 $4.0 SIT ]6.7 90.0 SIG 5]J 86.6 90.0 90.0 60.0 388 58.1 ]].5 90.0 43.7 65.6 W.5 90.0 57.0 600 59.6 89.4 90. 0 90.0 6].3 900 90.0 5].1 484 ]2.] 90.0 90.0 54.] 82.0 900 90.0 63.0 36.9 55.4 ]3.8 90.0 41] 62.5 813 90.0 56.6 05.0 900 900 63.9 900 90.0 60.0 460 69D 90.0 90.0 51.9 A.9 900 90.0 30.0 1200 736 90.0 90.0 03.1 90.0 90.0 90.0 63.0 66.0 53.9 80.9 90.0 SEED 60.9 SEED 90.0 63.0 438 65.7 B]J 90.0 495 74.2 SEED 90.0 33.0 66.9 .0.0 900 ]S.5 90.0 90.0 900 SLS ]].2 90.0 9D.D 59.1 8]S RED 66.0 41.B 630 03.] 90.0 4]3 ]O.B SEED 90.0 36.0 61A 90.0 900 69.3 90.D 90.0 900 69.0 ]2.0 49.3 J3.9 10.0 90.0 55.6 83.4 9.G 69.0 400 5D.0 B00 90.0 45.3 6].] 900 90.0 39.0 56.6 B5.0 900 63.9 SOD 90.0 90D 4]R ]0.8 90.0 90.0 53.3 ]9.9 9DR J3.0 38A 5L5 ]6.] 90.0 43.3 64.9 B6.6 90.0 42.0 52.6 ]8.9 90.0 59.4 89.D 90.0 90.0 30.0 33D 360 84.0 90.0 900 900 90.0 SEED 90.0 90D 300 102'0 86.6 900 90.0 90.0 90.0 90.0 900 90.0 45.0 49.1 460 43.3 ]3.6 690 . 90.0 90.0 90.0 SSA 519 489 83.1 ]].9 ]33 90.0 90.0 90.0 90.0 "D 90.0 900 900 900 900 90.0 90,0 900 33. 0 ]8.8 SIG 900 900 IS'S 900 900 90.0 48.0 8).] 90.0 900 900 90.0 900 900 360 ]2] 900 ERR 900 81.5 900 900 90.0 SID 39.0 009 90.0 900 900 900 900 900 390 66.6 900 0 9 0 0 9042.0 J5.2 900 90.0 900 54D 409 61A ROD 462 69.3 90.0 900 ]5.1 90.0 900 90.0 04.8 900 90.0 42.0 61.9 900 900 90.0 69.0900 90.0 9005].0 30.0 58.3 90.0 43] I 656 8].5 900 45.0 48.0 ]0.1 90.0 900 90.0 ]9.1 900 90.0 45.0 5L8 866 900 900 65.2 900 90.0 90.0 60D 36.8 553 90.0 436 62.3 B3.1 900 65] 900 90.0 90.0 ]4.2 900 ROB 48054.181.290090061.1 SID J6A 900 90.0 5].5 900 863 90.0 90.0 SEED 90.0 30.0 330 226 ]0.1 SIG 90.0 ]91 90.0 900 900 0 61.9 90) 900 900 698 900 90.0 52.0 63.8 SEED EGG ]30 90.0 9CD 90.0 5R4 B].] 90D 90.0 66.0 90.0 90.0 54.0 481 ]2R 90.0 90.0 54.3 81.5 ED.. 91. 360 S8A 8].] 90.0 660 90.0 SEED 90.0 55.4 83.0 900 90.0 62.5 90.0 900 520 45.fi fi8A 90.0 SEED 51.5 ]].2 90.0 90.0 390 53.9 90.9 ERR 60.9 90D 90052.6 ]8.9 900 90.0 59A 89.0 900 60.0 43.3 65A 86.6 90.0 483 ]3.3 90.0 90.0 41.0 51.3 JL0 90.0 51,9 869 90.0 90.0 v5l 50.1 ]5.1 90.(I 90.0 56.5 84.0 90.D 63D 413 6L OLS 900 46.6 69.8 90.0 90.0 30.0 132 66.9 900 90.0 ]5.5 90.0 90.0 90.0 4].8 ]l.] 90.0 90.0 54.0009660 394 59.1 ]0.8 900 444 66.] 88.9 90.0 33.0 60.9 90.0 90.0 68.] 90.0 900 SOD 45] 606 90.0 900 51.6 ]]A 900 69.0 3]J 56.5 ]5.3 90.0 42.5 638 8i0 900 55.8 53.5 83.] ]].2 90.0 900 900 900 63.0 58.1 90.0 87.2 900 900 90.0 SEED 43.0 65.] 8].] 900 49.5 ]43 90.0 39.0 30D 33D 138 64.0 900 900 900 72.3 ADD 90.0 90.0 583 ITS 90. SOD 65.7 90.D 90.0 900 3].0 51.9 ]].9 9 00 90.0 58.6 87.9 90.0 90.0 30.0 330 M4 61.4 90D 110 SOD 69.3 90.0 90D 90.0 55.8 81.] 900 EDO 63.0 90.0 90.0 90.0 36.0 Sl.l ]6.] 900 900 5].] 18696 190.0 19040 ANCHORSTYPES: SEE SHEETS 15& 16 FOR DESCRIPTION C2 = (2)ANCHORS TYPE'C' AT IAMB OR EACH SIDE OF MULLION C3 = 131 ANCHORS TYPE'C' AT IAMB OR EACH SIDE OF MULLION C4 = (4)ANCHORS TYPE'C' AT JAM B OR EACH SIDE OF MULLION C5 = (5)ANCHORS TYPE'C' AT JAMB OR EACH SIDE OF MULLION D2 = (2) ANCHORS TYPED' AT JAMB OR EACH SIDE OF MULLION D3 = (3)ANCHORS TYPED' AT IAMB OR EACH SIDE OF MULLION D4 = (4) ANCHORS TYPED' AT IAMB OR EACH SIDE OF MULLION DS = (5) ANCHORS TYPED' AT JAMB OR EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION 3.5" 15' I� 1 " .5" 3 3:: 15115 3° 3" FF HE 3"]"T"T"I Ll 1-3" 3"3 3" 3" 5' 1.5" C4_D4 AME IGHT L0/p, Sice, L--==] ;Wf% 1 I �Wlt W2 W3� WIDTH(W) = WI(JAMB) WIDTH (WE = W2 = W3 (MULUON) YKK akr)iresM, insp YKK AP AMERICA IS19m I...IA PH:Inepn iss FUlyz.eln.rml Z O 0, LL a933d� N2 0 Mal T O u ED ? w FCE J \/a F Q u I POT % ' TEE V . T T O '•. C i z P : 4 i '04C •" AAO,rS/ANAL E�♦♦`♦� IaRr<YN4W"m amoxcP'Lww", i M]C 396 L .... BEA.I,. / ]38 RAHM R.AS MT. P WMORIMPONON4p n a FL 4: FL14218 DATE: 11.18.15 SCALE: DWG. 4: 12 DOOR MULLION LOAD CAPACITY IPSFI NOMINALOIMS. WITHOUTSTEEL REINF WITH STEEL REINF. WIDTH )W) FRAME HEIGHT M.(,) INr.(-) MT. H) IW.(.) 24 30 102 70.0 70.0 70.0 90.0 T0.0 70.0 70.0 90.0 36 42 70.0 70.0 70.0 EGO 70.0 70.0 70.0 90.0 40 S4 60 70.0 70.0 70.0 90.0 90.0 70.0 70.0 90.0 )0.0 70.0 70.0 BUD 24 108 70.0 70.0 70.0 90.0 30 35 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 70.0 70.0 70.0 900 54 70.0 70.0 70.0 90.0 60 70.0 70.0 70.0 90.0 24 30 114 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 36 42 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 40 54 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 60 )0.0 )0.0 )0.0 90.0 24 30 120 70.0 70.0 50.0 90.0 70.0 70.0 700 90.0 35 70.0 70.0 TOO 90.0 42 48 70.0 TO.O TO.0 90.0 70.0 70.0 70.0 90.0 54 69.2 69.2 70.0 BUD 60 62.3 61.3 70.0 UDD DOOR MULLION LOAD & ANCHOR TABLES TOTAL NO. OF ED AT DOOR MUUUON HEAD .13SILL2�."NO.I.ESSURE TYPE WIDTH )W) = WI ♦ W2 2 AN..R TOTAL NO+ OF ANCHORS REQUIRED AT DOOR MULLION HEAD AND SILL BY DESIGN PRESSURE 116 4 DOOR MULLION WITHOUT STEEL REINFORCEMENT 7 16 4 DOOR MULLION WITI STEEL PEINFOPCEMENT FF HF FRAME HEIGHT WIDTH (W)= Wl W2 2 4 YKK OUTSWING DOORS SEE SEPARATE APPROVAL clP pw s Insp2res" YKK AP AMERICA DR..'.. OYIII., -MAMAN M 4IDI)ms953 iu g]4Nswm1 W Z 2 0 0 O z p e NW 3 2�9�yi C p >wm 2 W _ 7 :SOT ••'•.(r P•••��' REP 1�Nu BY uE�TH'W' e�Tw x. avne FL N: FL14218 DATE: 11.1R.15 SINGLE DOOR WITH TRANSOM WIDTH)W) = Wl i W2 SCALE: 2 DWG., 13 _A o i o — � F 0 s ... m m m m m o m o m m Old 40 0 0. o e o o o e e e e m o 0 0 0 0 0 0 0 0 0 o e e e e e e e e s o `n 7 =gig e _ys _£0 3 _Fm 3 F 3 m -45 Z�v u� 0 F 0 O C m 0 0 0 a 1 x z z 0 0 a F @v .9 n3 my 00 �z 3 F �o .o mo 9= ��o F S F n a omU ��i/// s ,F 3 TITIF: YHS SO FI �11, a ALUMINUMSTOREFRONTSYSTEM rigIr 'Sy,' g� DOORMUWONTABM .�-� nN 07 N �gpE PREPARED BY: fm m 2'Ul 3A�n Fy :.y •O` A'P m BUILDING DROPS, INC Ts € C .•... an�.P.n.uwDmm'.ne a&" 3, z g i//ryF .......0��``:��qG v Q M�rosnva«n �- S. y /i/� ER *'...�.``�, iiR m CONCRETE/MASONRY MIN. EDGE BYOTHERS DISTANCE TYPICAL INSTALLATION ANCHOR, SEE SPECS BELOW SEE SPECS BELOW MIN. EDGE DISTANCE, YKK SEE SPECS BELOW .w+ A■ UM!4" G NCE CAULK BETWEEN CONCRETE/MASONRY&3% WOOD BUCK BY OTHERS ix WOOD BUCK BYOTHERS EXTERIOR FINISH ` INSTALLATION a.,i� .. •' •-"a ANCHOR, SEE " MIN.EMBEOMENT, SPECS BELOW '/RA• SEE SPECS BELOW 2X WOOD BUCKS OR •L I WOOD STRUCNRE STEELRU ALUM, STRUCTURE, BY OTHERS, SEE SPECS MIN. BELOW EMBED., SEE TYPICAL SPECS BELOW INSTALLATION ANCHOR, SEE MIN. ED E DISLA SEE SPECS BELOW �' MIN. 3 THREADS PENETRATION a IDSPRCD YKK APAMERICA nn� .I.NVs Duwnuancuvml Fxpnpn lns rACL4npaams BVOTHERS PERIMETER SEALANT 3/8"MAX. SHIM BY OTHERS PERIMETER SPECS BELOW ti Ln h ti o ou is OYmca FORs/]6"ANCHORS, SEALANT PERIMETER BY OTHERS 1/4"MA%.SHIM BY OTHERS SEALANT t EQ 663 TREMCO SPECTREM 2 FOR Y4"ANCHORS 3/8"MAX. SHIM SYOTRERS 3/8"MAX. SHIM ZC �mm SIUCON SEAL SEE GLAZING 6 FOR 55,' ANCHORS, 6 FOR$6"ANCHORS, so OVERALLANCHORS 6 OPTIONSSHEETS TREMCO SPECTREM 2 3/4"MA%. SHIM 3(d"MAXSHIM „asp FORy"ANCHORS FORy"ANCHORS >Q CIA 3,4&5 SWOON SEAL Ym" FRAME EXFERIOR HEIGHT INTERIOR EXTERIOR OVERALLANCHORS INTERIOR EXTERIOR SECTION INTERIOR VERTICAL SECTION Z m m a <QQ A VERTICAL SECTION VERTICAL E HEAD- CONCRETE/MASONRYW/1%BUCK HEAD -WOOD FRAMING HEAD -METAL SUBSTRATE Q a LIGHTCONFIGURATION TYPICALINSTALLATION TYPICALINSTAUATION SEE GLAZING OPTIONS SHEETS— I� I, II �I I MAXNOg2 SPAN 3.4 & 5 ID P DESIGN LOADS SHOWN MOVE ME WED ON MAX. GLASS EXTERIOR AREA MOVE HORIZONTAL, FOR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAYBE CALCULATED SEPARATELY. g VERTICAL SECTION HORI20NTAL MEMBER O.A. SEEGIAZING FRAME OPTIONS SHEETS HEIGHT 3,4 & 5 EXTERIOR INTERIOR 9 1 TREMCO SPECTREM 2 SILICON SEAL 12 3/8"MAX. SHIM OVER ALL ANCHORS FOR YIB" ANCHORS, 3/8" CIA WEEPS TWO PER 1/4' MAX. SHIM LITE AT El" FROM EACH FOR Y' ANCHORS VERTICAL PERIMETER SEALANT BY OTHERS MIN. EMBEDMENT, TYPICAL INSTALL ANCHOR, SEE ' '+"'�'; -+ .'. SEE SPECS AT RIGHT SPECS AT RIGHT CONCRETE/MASONRV MIN. EDGE DIST.,•�—� BY OTHERS SEE SPECS AT RIGHT VERTICAL SECTION SILL - DIRECFTO CONCRETE/MASONRY UGHTCONFIGURATION YHS SO FI ANCHOR TYPES SUBSTRATE MIN. MIN' ANCHOR TYPE AHCXOfl DfSWPIION REQUIREMENTS EMBEDMENT EOGF OUTANCE NOTES 5/lV-D0.TAPCONBYRW CONCRETEATHEAD, NRLDRIAMBSFC- 13/4' 3" OR USE 7 IFu=l15 OF, fy100 RED 3"PSI MIN. DOUGH OPTIONAL I% DR 5/(6"'OIAULTMCONBYELCD C'90HOLLOW/FILED BUCKS, BY p Ifua())RSI, iW15561) BLOCK AT IAMBS F' M= 1' 1 ' OTXERS $QY PSI MIN. V16" OIA. ULTMCON BY ROD MIN. LG.=DSSWOOD 1.1/P la - Om1nRED, F,BN.1 STEEL 12 GA. MIN., iH0.FE STEEIIX 5/16' IRA SELF DRIWNG Fy+36 RED MIN. TH EMS PENETRATION 3/4- CONTACTWITH ALUM. TO BE B Sam (GRADE S) M ALUM.:1/8"MIN ., W63 TS MIN. PASTMETAL STRUCTURE PLATEDOR PAINTED I/4"010. TAPCDNBY RW CONWREATHEAD, SILL flRIAMBS F'C• 1-3/4' 2'1/2' FOR USE IFu=12S 01, FyrtW ILSR 3000 PSI MIN. THROUGH OPFIONAL IR OR 1/4'00.UlTPACON BY fICO C'90 HOLLOW/flllEO BIOCKATIAMBSF'M= 1-3/4' 2VT BUCKS, BY C If -In BEL fy=155 BIG 2000 PSI MIW HERS Vr D0. ULTRACON BY¢CD MIN. S.G.•O.SS W000 1-1/2- 1' - R-1T)RSI,F l55 LSB STEEL22 GA MIN., 3T8READS STEEL IN I/4'VIA. SELF -DRILLING FyJ6 RSI MIN. PENETRANON 3/4' CONTARWRH BE 0 SCREWS (GRADE $) AWM,:-TS PASTMETAL ALUM.TO MMIN., 606}TS MIN. STRUCTURE PLATED OR PAINTED V4'OIA. SELF�ORIWNG IB G0. MIN, SifFl 1-1/3'IN PIN f 5@FWSIGMOES) SND, Fy=33 ESIMIN. WOOD W000 - Lyl(H•NDODRACRING N��YyES F. p .YA.1 0 T T u z NALE� 44IL E 61N A tllf/5. iC 35P YBF. LNMNN FWE m11.6 NIMdP1TO1 Nu Yi 5>4 FL R: FL14218 DATE: 11.18.15 DING. Nl GH HFN SCALE: NTS DWG.#: YKK159 SHEET: is CONCRETE/MASONRY BYOTHERS TYPICAL INSTALLATION ANCHOR, SEE SPECS BELOW CAUU(BETWEEN CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH MIN. EDGE DISTANCE, SEE SPECS BELOW TYPICAL INSTALLATION '• I ANCHOR, SEE MI " N. EMBEDMENT, SPECS BELOW SEESPECSBELOW 2%WOOD BUCKS OR •I WOODSTRUCTURE L BY OTHERS MIN. EDGE DISTANCE, SEE SPECS BELOW MIN. EMBED„SEE STEELORALUM. SPECS BELOW STRUCTURE, BY OTHERS, SEE SPECS BELOW MIN. EDGE DISTANCE, SEE SPECS BELOW oT Mlnc^� I SPECS BELOW I 3ORYWANHIM PERIMETER PERIMETER SEALANT FOR3;6°ANCHOflS, SEALANT r1l" IF BITTER BYOTHERS 1/4"MAX. SHIMBVOTHERS TTREMCO SPECTREM2 1S FOR"ANCHORS 8MAX. SHIM BV OTHERSMA%. SKIM SILICON SEAL B R �e"ANCHORS,Yp ANCHORS, nOVER ALL ANCHORS 8 SEE GLAZING "SHIMMA%.SHIM OPTIONS SHEETS TREMC St PECTREM2 i 3,4&5 SILICON SEAL R�"ANCHORFOR Y,°ANCHORS O.A. FRAME EXTERIOR INTERIOR EXTERIOR OVER ALLANCH016 INTERIOR EXTERIOR INTERIOR HEIGHT VERTICAL SECTION F VERTICAL SECTION I VERTICAL SECTION HEAD -CONCRETE/MASONRY W1 V BUCK HEAD- WOOD FRAMING HEAD- METAL SUBSTRATE NEAYYCONFIGURATION TYPICALINSTALLATION TYPICAL INSTALLATION SE'55"NG I I jj I MHO LSPAH TONS SHEETS I Lj\\ II 3,4&5 10 DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. GLASS EXTERIOR AREA ABOVE HORIZONTAL, MR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAY BE utcuwTEo SEPARATELY. VERTICAL SECTION HORIZONTAL MEMBER O.A. SEE GLAZING FRAME OPTIONS SHEETS (EIGHT 3, 4 & S EXTERIOR INTERIOR 13 g TREMCO SPECTREM 2 SILICON SEAL 14 3/8" MM. SHIM OVERALLANCHORS FOR YB"ANCHORS, /8" DIAWEEPSTWO PER 15 1/4"MAX. SHIM Ir LITE AT 8" FROM EACH FOR y° ANCHORS VERTICAL I MIN. EMBEDMENT, ^! !'�••,'.°;.. ° SEE SPECS AT RIGHT VERTICAL SECTION SILL- DIRER TO CONCRETE/MASONRY HEAVYCONFIGURATION YHS 50 FI ANCHOR TYPES sumMMENH MIN. MIN. AXCNORIYPE ANCHOR DESCRIPTION REQUIREE TS EMBEDMENT EW TAxcE oLSE NOTES s/16•' DA TAPCON BY NW CONCRETEATHEAD, SILLORSAMBSCC" 1.3/4- 3• FOR USE (Fu=135 YSI, fy=1W N51) SEEK) PSI MIN. THROUGH OR 5/I 6-"ON. ULTMCON By LgOHDLWW/FILLED O11% BUCKS, BUCKS, BY A IFI�=ln Is" Fwus ONN BLOCK AT IAMBS F'M- 2pm P51 MIH. 1' 3. orNFu 5/16••DA ULTRACON By VZO W. S.G.=OSS WOOD 11/2' IF✓=1T3KL.Fy+155N5B STEEL 12"MINI THREE STEEL IN s/I6'DIA. SELF-0RIWNG F 36 K5I MIN. THREADS CONTACFWRH B SCREWS (GRACE 51 ALUM.:MIN.. PENETRATION 3M4 ALUM. TO BE 6D63-nIS MMIN. PASTMETAL STRUCTURE PLUMOR PAINTED 1/4-DIATAPCONSYITW CONCRETE AT HEAD, SILLORIAMBSF'C- 1-3/4" 2-1/2' FOR USE U-125 KSL Fp1W w) 3CW PSI MIN. USE THROUGH OpiIONALU OR 1/a• DIA ULTMmN BY NCO C-90 HOL1OW/FILLED BIIXKATIAMBSF'M- IdH' 2-m BUCKS, BY C (Fml])Rl, fyISS bII 2WO PSI MIN, OTHERS 1/4-DW.ULIMWNBYELCO MIN. 56.-O.SS W0012 I-1/2' 1' - Vu=177 01, FY'155 rsR STEEL: 12 G0. MIN., 3THREADS STEELIN CONTACTWIM O 1/4' CIA. SELFORILLING FY 36KSIMIN. PENETRATION 3/4' ALUM.TBE SCREWS (GRADE 5) ALUM.: 1/8'"MIN, 6W IN }TS M. PAST ETAL STRUCMPURE O PLATED PgMED 1/4'D10.5F1i-0RIWNG LBG0.MIN.SiELL 5,3/2•IN PIN F 4CflfW51GM0E s1 STUD Fp33K5I MIN. WOOD WOOD _ WITH WOODBAamG YNowliq w.KK x IRGPIT09 VKK AP AMERICA �d+Y•0S F. O AA��i Z i C- :PO�•.'••CT P•'•'��' FVKUI ai wMO P. vLm FLp; FL14218 DATE: 11.1 R_15 SCALE; DWG.R: 16 INTERIOR FINISH+ BY OTHERS PERIMETERSEALANT� BYOTHERS M WOOD BUCK_:_ BY OTHERS CAU UK BETWEEN WOOD ANDS CONCRETE/MASONRY BYOTHERS ,� "ERIMETER SEALANT BY OTHERS `. WERIOR FINISH--;z BY OTHERS INTERIOR SEEGLAZING OPTIONS SHEET53,4 &5 INTERIOR INTERIOR SEEGLAZING OPTIONS IEETS 3,4&s \ SEEGLAZING INTERIOR :`INTERIOR FINISH BY OTHERS BYOTHERS CONCRETE/MASI •.: BY OTHERS —`PERIMETERSEAL BY OTHERS EXTERIORO.A. FXTEPIOR EMERIO� O.A. FRAME WIDTH O.A. FRAME WIDTH HORIZONTAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION JAMB-CONCRETE/MASONRY W/1X BUCK 7 VERTICALMUWON AS JAMB-DIRECTTOCONCRETE/MONRY UGHTCONFIGURATION UGNI CONFIGURATION UGHi CONFlGURATION INTERIOR FINISH BYOTHERS PERIMETER SEALANT BY OTHERS 1X WOOD BUCK.: BYOTHERS CAULK BETWEEN ' WOODAND_1'� CONCRETE/MASONRY BY OTHERS PERIMETERSEALANT—� BYOTHER5 INTERIOR SEE GLAZING OPTIONS SHEETS 3, 4 / 5 INTERIOR INTERIOR 5EE GLAZING OPTIONS -� EETS 3,4&5 'PERIMETER SEALANT BY OTHERS ,CONCRETE/MASONRY w�BYOTHERS •---�-- PERIMETERSEAIANT BY OTHERS MOTHERS BYOTHERS EXTERIOR EXTERIOR EXTERIOR OA.FRAMEWIDTH O.A. FRAME WIDTH HORIZONTAL SECTION HORIZONTAL SECTION R HORIZONTAL SECTION IAMB-CONCRETE/MASONRY W/]%BUCK VERTICAL MUWON JAMB- DIRECTTO CONCRETE/MASONRY MEDIUM CONFIGURATION MEDIUM CONFIGURATION MEDIUM CONFIGURATION EXTERIOR p HORIZONTAL SECTION VERTICAL IXPANSION MU WON VHKK+ cln �M insgay YKK AP AMERICA oue ii..amc':wSOU M4mIm�m55 iu:la>xMismx k isa o E oa= di oaa i }m. 2 0 xa B�aex mxw nvw F.LSn m5< vn°r. a mw �.Snw xo mam FL N: FL14218 DATE: 11.18.15 SCALE: DWG. A: 17 MIN. EMBEDMENT, SX WOOD BUCK�I SEE SPECS, SHEETS 15&16 BY OTHERS INTERIOR SEE GLAZING OPTIONS SEE GLAZING INTERIOR OPTIONS .,I MIN. EMBEDMENT, SEE SPECS, SHEETS 15 & 16 ••• BY OTHERS eHEETS 3, 4&� en EETS3,4&5 BYOTHERS PERIMETERSEAIANT PERIMETER SEALANT BY OTHERS BY OTHERS CAULK BETWEEN W000 & TYP. INSTALLATION CONCRETE/MASONRY ANCHOR, SEE BY OTHERS SHEETS 0& 16 CONCRETE OR IN. EDGE ANCHOR, '"-MASONRY MIN. EDGE DISTANCE, SEE SHEETS BY OTHERS DISTANCE, SEE SPECS, 15&16 PERIMETER SEE SPECS, SHEETS I5&16 PERIMETER SEALANT SHEETS I5&V SEALANT - BYOTHERS j BY OTHERS 6 q 7 3 1 5 EXTERIOR FINISH—ws: K, EXTERIOR FI N ISH BY OTHERS EXTERIOR EXTERIOR EXTERIOR BY OTHERS 3/8"MAX. SHIM 3/8"MAX.SHIM FOR YV ANCHORS, 1/4"MAX. SHIM O.A. FRAME WIDTH —� t— O.A.FRAMEWIDTH FOR%, ANCHORS, 1/4"MAX. SHIM FORYe•ANCHORS FOR %-ANCHORS HORIZONTAL SECTION HORIZONTAL SECTION /pDHORIZONTAL SECTION IAMB-CONCRETE/MASONRYW/IXBUCK VERTICALMWON JAMB -DIRECT TOCONCRETE/MASONRY HEAVY CONFIGURATION HEAVY CONFIGURATION XFAW [ONFlGURATION SEE GLAZING HORIZONTAL SECTION DOORIAMB MUWON YKKK+I El 1r.a B" YKK AP AMERICA trot ueuµc[ vcunmt rKunnnsyss tu:PnPntms ti i3 n X 2 0� 5 ml- 4 O p o i� 0 �a � _ .mom 2 0 `J`•E5 F. O •Y��i ... `�. 4Q.tI` .�P 7 O T T ¢ .� F.. NAX-E�.``�� me co.w eOs a�m OAYN 4/Ol R e®S m11.0 YITORI Mc 8'IR FL R: FL14218 DATE: 11.18.15 SCALE: DWG. It: 18 IRMHO. PARTNUMBER DESCRIPTION FMTERML 1 RECESS UGMMUWONIAMB&HEAW)AMB 5Cfi3d5 2 E92655 SIALLOWPOCKETNLLER 6p6}T5 3 E9 65 NEAWMULLION 606315 < E9 56 OEEPP06ETFIMER 6063-TS 5 Il OEM FLUSH TILLER W63-T5 6 E9.0662 LIGM HEAD OR HEAW IAMB Ww15 3 E11062 HEAW MULUON REINFORCEMENT STEEL e E9.0M HEAWNEAO/MEDIUMIAMB W83-T5 9 E99658 GIAMSTOP 6061TS 10 ES-0653 HORUONIALMEMBER 60w,15 11 E. LIGHT SILL GDO'n 13 E 625 UG.SILLFLIW RIM W TS 13 E9O652 HEAWSBS 606}TS ]A E90619 HEAWYLLFVSHING 606i15 IS E90653 SNAP IN COVER W63-TS 16 E90504 WOO MUUMN 606315 17 EMS88 FEMALE EXPANSION MULLION WIS-. 2B E9L689 MALE EXPANSION MUWON W63-T5 19 - EXPANSION MUWON REINFORCEMENT MEL 23 E2COM INTERIOR GI NG SPACER PC EPDM 24 E2-0055 SETTING BLOCK EPDM 35 EI W88 INIEM01 GANG GASKET EPDM l6 EI-0083 FIfTERIORG_,NG GASKET EPDM 27 E9 54 MEDIUM MU WON/IMNB 6061TS 0.090° S.OW° 0• Ll-l' HEAVY MULLION 33 6063-T5 0.188' 4.500• --I 1,5001, OHEAVY MULLION REINFORCEMENT STEEL 0.0]8" ■l OLIGHT MULLION/JAMB&HEAVY JAMB 6063-TS 0.079" 1.750" 3.898' 0.199' OSHALLOW POCKET FILLER 6063-TS apP ;%- rt I IIISPJR9 YKK AT AMERICA m:IaOPNaP15 NO: Iem,1. 1 U W > 04&3� O IS p B3II LL LL m U• m G� h�Ns go;€gt z 2 m m Z s O <a a 0.079' I � 0.079' P,,.rmuu.muran.r.,wwru 3.898 5.OW" 1.750' RTS\111I1111/P] 1.750' 3.898" 1.496° �55`% F' 0 AA]]i T��• .. FPO I _ T •_ I I 0.886" r 2.SOD" —may 1.390" ~ a T T C ODEEP POCKET FILLER O FLUSH FILLER O HEAVY JAMB & LIGHT HEAD %Ao•.� .... �• 6063-T5 6063-T5 6063-TS "�iSS/ONA4 2m c vxM. aAa aw I nS O.wA a.DA n ano. rsE mm or WMp@A3XM w mm H vv�0.04]' 'E`sFL14218 --IIIIII-- 0.085° 1.311" 1.429" DATES 11.1S.1S 2.2.500" DWG. BY: CHK. F 99^ SM HFI 1.630" I� T SCALE: NTS IasD^ 4-- I D.m1" DWaa: YKK159 SHEET: OHEAVYHEAD/MEDIUM IAMB O GLASSSTOP 10 HORIZONTAL MEMBER � 6063-T5 6063-TS 6063-TS u 9 4.969" 0.0]9" 72.500 11 LIGHTSILL 6063-TS 0.886" 0.07V 15 SNAP IN COVER 6063-TS 19 EXPANSION MULLION REINF. STEEL D.0]s"0„ 12 LIGHT SILL FLASHING 6063-TS D.15]" 5.000" Ll 0.094- I k 2.500" -1 16 DOOR MULLION 6063-TS 0.19]" Q 5.000" 0.091" L�— Imo- 2.500" �{ Z� MEDIUM MULLION/JAMB 6063-TS 0.0]9" r] 2.500" Imo— 0.969" 13 HEAVYSILL 6063-T5 S.000" O.D91" 1.281" FEMALE EXPANSION MULLION 1� 6063-T5 0.125" 0.063" 2.500" I-- 5.252" �� 14 HEAVY SILL FLASHING 6063-TS 0.193" 0.091" r"ju 5.-0m" 111 1.281' 18 MALE EXPANSION MULLION 6063-TS ypKIt�piM.res ins YKK AP AMERICA WLi � { yF6 tl F 0 L� 6�•�jC?gp Cy•-¢�§d§ OW O 2'4 0�1�9 � rm 2 0 / r Q 7 C Pl• �. :POT•'. LC L OAV1 6�4 � SV WN1 4I.O�R lY0{ me mR, a .umvwmi w aam FL W: FL14218 DATE: 11.18.15 DW sm DH HFN SCALE: NTS DWG.a: YKK159 SHEET: 20 VvA'R€1 S1. Lucie INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATIONSHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHINA TOLERANCE OF 21/2 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 3/9 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIMISI SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, S. FOR INSTALLATION INTO WOOD FRAMING USE 414 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1141NCH DIAMETER FEW TAPCONS OF SUFFICIENT LENGTH TO ACHI EVE 11/41NCH MINIMUM EMBEDMENT. ]. FOR INSTALLATION THROUGH METAL FRAME USE 1141NCH DIAMETER SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAMESUBSTRATE. 8. FOR INSTALLATION THROUGH ALUMINUM MULLION USE I/41NCH DIAMETER SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. IMINSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 1.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 I WO 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.INSTALIATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. 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 2WO PSI. D. STEEL- MINIMUM YIELD STRENGTH OF 33 MI. MINIMUM IB GA. WALLTHICKNESS. E. ALUMINUM -MINIMUM 1/16 INCH THICK 6053-T5 ALUMINUM. Ep SCANNED i9 St. Luce County it Parmlttin9 YKK AP America Inc. SERIES 35H ALUMINUM OUTSWING ENTRANCE DOOR (IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWNHEREIN 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 E350-14 • ASTM E3886.13a • ASTM E1996.17 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 51TE 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 T. ALL STRUCTURAL MATERIALS DISSIMILAR 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 13M 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 CONLENTS SHEET SHEETDESCRIPTION 1 INSTALLATION & GENERAL NOTES 2 ELEVATIONS 3 ELEVATIONS 3.1 ELEVATIONS 4 ANCHOR LAYOUTS& QUALIFIED HINGE ASSEMBLIES 5 VERTICAL SECTIONS 6 VERTICAL SECTIONS T VERTICAL SECTIONS 3& THRESHOLD WATER &DP LIM. 8 HORIZONTAL SECTIONS 9 HORIZONTAL SECTIONS 30 HORIZONTAL/VERTICAL SECTIONS 11 SILL DETAIL WITH RAMP 12 CURTAINWALL INSTALLATION& DOOR CORNER DETAILS 13 FRAME CORNER DETAILS 14 GLAZING DETAILS 13 GLAZING DETAILS 16 COMPONENTS& BILL OF MATERIALS 1] COMPONENTS (1) SB COMPONENTS (2) DESIGN PRESSURETABLE GIAZINGTYPES MAX.D.L.O.SIZE MAX.DP IMPACTRATING A, B,C 38]5"X82.75" a90/-90 PSF LMI&SMI Al, Bl, Cl 30.75"X82.75- ♦70/-90 PSF LMI&SMI D,E 32.81"X82J5- 160/-60 PSF LMI&SMI ITT, E3 32.81"X82J5" F50/-50 PSF LMI&SMI F, G,H 30.75"X 82.75" •90/-90 PSF SMI Fl, Gl 30.75"X 82.75' •701-90 PSF SMI C, C1 32.44" X /00.81" .90/-90 PSF LMI & SMI NOTE: 1. LMI- LARGE MISSILE IMPACT RATED 2. SMI- SMALL MISSILE IMPACT RATED 3. SEE SHEETS 14& 15 FOR GLAZING DETAILS 4. SEE SHEETS 24 FOR LIMITATIONS ON DESIGN PRESSURE BASED ON SIZE AND LOCKING HARDWARE a"K Y ■ a z" YKK AP America Inc. 1119xwYN•TI•SS "T TL SAP F �.' Dc 9nVL mn. a- wwoRaAna x> mam FL If: FL16554 DATE: 9.14.18 SCALE: NTS DWG. 4: vkkngn I P.g.1.r 19 FRAME WIDTH 34-MA%. 384"MAX. D.L.O. WIDTH D.L.O. WIDTH 9T' 8 B C 5 5 L N \ Q\ 2] 3„ MAX. D.L.O. HEIGHT 8 9 \ f42" P U M IAX, e 9 8 27' AME IGHT \ /-4 LL A D 2] 11 J- 5 8 ELEVATION A STANDARD S-POINT LOCK FRAME WIDTH 3236" MAX. 321B' MAX. C.L.O. WIDTH D.L.O. WIDTH 0 B C S \ 82j„ MAX. N Q 2] D.L.O. HEIGHT 0 U P IAX A%. 9 8 27' AVE IGHT 45" 423/ A 0 27 5 5 ]8' LLLYMIIVIY �. SINGLE POINT WITH FLUSHBOLTS ELEVATION QUALIFIED LOCKI NO HARDWARE DESIGN PRESSURE ADAMS RITE W IBSO WITH W 4015AND MS 4016TOP AND BOTTOM BOLTS +1-90PSF FMA' ADAMSRITEMSUNIT ADAMS RITE M51B50 WITH MS 4015 AND MS 4016 T0PANDBOTTOMBOLTS+10/-90 PSFADAMS RITE MS 2380 ELEVATION B 982 QUALIFIEDLOOKING HARDWARE DESIGN PRESSURE MAX. SARGENT8500 RIM PANICWITH REMOVABLEMULLI0N +/-60 PSF FRAME NOTE: RIM PANIC EXIT DEVICES WITH REMOVABLE MULLION ARE NOT FOR USE WITH AIRIWATER RATER THRESHOLD. NOTES: 1) WHEN AIRIWATER THRESHOLD IS UTILIZED, MAX. DOOR FUME HEIGHT MAY INCREASE T099-]/B". SEE DETAIL D, PAGE 5 AND DETAIL K, PAGE ]. ZI 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] DESIGN PRESSURE LIMITATIONS BASED ON WATER INFILTRATION REQUIREMENTS. ELEVATION C QUALIFIED LOCKING HARDWARE I DESIGN PRESSURE SINGLE POINT MS IBSOON ACTIVE WI7H FWSHB0LTS I +/.50PSF INACTIVE ELEVATION D QUALIFIED LOCKING HARDWARE DESIGN PRESSURE VON DUPRIN 9947F CVR EXIT DEVICE W/3/16"SHIM +/-SOPSF BETWEEN DOOR & DEVICE I H HI FRAME WIDTH 3216" MAX. 3236" MAX. D.LO.WIDTH D.LO.WIDTM B" F V \ 6 10 L N 27" B R % / 9 1 8 9 8 27 - ELEVATION B RIM PANIC WITH REMOVABLE MULLION FRAME WIDTH 32t" MAX 3236" MAX. D.L.O. WIDTH iD.L.O. WIDTH 8 0 C 5 80 �„ N L 27 D.L.O. HEIGHT / 8 Q 9 \ 8Z" U M IA%. AME 9 0 P 27' IGHT A D 3 11„ 27' LL 5 5 \ I 1 5. LLL vrll Ivn v CONCEALED VERTICAL ROD YKnK P�1_ aim n 111GP1105 YKK AP America Inc. -D S A OF 4 4L; %P% O O L ECG` \�C ]�„ eR@S1aTc aiu°wo`mar°a'xc° °Y° L P. . w J39 Fero rn°TyOOF A).Z MN R> vm FL A: FL16554 DATE: 9.14.18 DwGHR EH HFN SCALE: TITS DWG.R: YKK020 SHEET: /-/�/ LS Page 2 of 19 L1111 706 11 1i ELEVATION E CVR EXIT DEVICE 101" MAX. FRAME WIDTH 940" MAX. D.L.O. WIDTH at MAX D.L.O. I— 388" MAX. T 38g" MAX. �I HEIGHT _ D.L,O. WIDTH 9 D.L.O. WIDTH MAX. DOD R OPENING HEIGHT 96" 120" 82g' MAX. MAX. FRAME D.1.0. HEIGHT HEIGHT II ■ �� vv o v C� vv �IIIIII�_\I_IIIIIIIIIIIIII, ELEVATION G DOUBLE DOOR WITH TRANSOM ELEVATION E QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SARGENT 84c0CVR EXIT DEVICE i/-SO PSF ADAMS RITE EX 76 CVR EXIT DEVICE FIRST CHOICE 3M CVR EXIT DEVICE FALCON DOR-O-MATIC 1490 CVR EXIT DEVICE q0/-90 PSF FALCON DOR-O-MATIC 169D CVR EXIT DEVICE ELEVATION F QUALIFIED LOCKING HARDWARE 1 DESIGN PRESSURE FALCON DOR-O-MATIC 23M MID,PANEL EXIT DEVICE ♦M/-9DPSF NOTES: H WHEN AIVWATER 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) ADDTTIONAL QUALIFIED PANEL CONFIGURATIONS CAN BE FOUND ON PAGE 4. 41 SEE SHEET 7 DESIGN PRESSURE UMITATIONS BASED ON WATER INFILTRATOR REQUIREMENTS. •NOTE: AIRTIGHT THRESHOLD (ITEM #13) MAY RE USED IN LIEU OF IR/WATER THRESHOLD WHEN UTILIZED WITH CONCEALEDVERTICAL OD DEVICES ELEVATION G QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SEE ELEVATIONS A-F& I FOR ALLOWABLE LOCKING HARDWARE SYSTEMS. NOT TO EXCEED ♦701-90 PSF -ELEVATION G NOTES: 1. FOR TRANSOM MULLION DETAIL S/9. A MM. DESIGN PRESSURE NOT TO EXCEED ♦70/ 65 PSF WHEN MONOQIAMI OWINGS ARE UTILIZED (MULL ITEMN 51). 0. DESIGN PRESSURE NOT TO EXCEED 170/-70 PSF WHEN INSULATED IAMINATED GIAZING5 ME UTLIUZED (MULL ITEMN 52). 8 C. LESSER DESIGN PRESSURE OF THOSE STATED MOV4NA&1.8)OR THOSE FOUND ON SHEET 2 SHALL GOVERN. 2. FOR TRANSOM MUWON DETAIL S3/9. 27' A. MAX. DESIGN PRESSURE NOTTO EXCEED.70/-70 PSF WHEN MONO-IAMI GB. DE3 AREUTILIZED(MULL IT EXCEED 1L B. OESIGLAMINAEDGAZE NOT iGS AEEDIUZED(MULLENO62). INSULATED LAMINATED E Of T GS ARE UT D AB (MULL NEMN) OR C, LESSER DESIGN ON 1 PRESSURE O OVERM STATEDABOVE(ZA&2,BIOfl THOSE f0UN00N SHEET ISHALL GOVERN. 2]" 3. LESSER DESIGN PRESSURE OF THAT SHOWN IN TABLE ABOVE, OR THAT I NOICATED IN CORRESPONDING TABLE FOR HARDWARE SHALL GOVERN. 4. MAX. DOOR SIZES FOR A GIVEN HARDWARE A$ INDICATED IN ELEVATIONS A F&I SHALL GOVERN MAIL SIZE OF ASSEMBLY. ASSEMBLY IS TO NOT EXCEED 27" DIMENSIONS AS SHOWN IN ELEVATIONS. I ELEVATION H OVAIIFIED LOCNING HARDWARE DESIGN PRESSURE ADAMS RITE MS 1850 WITH MS 401S AND MS 4016 TOP AND BOTTOM BOLTS. i90/-90 PSF ADAMS RITE MS 1880. R90/-90 PSF I FI H I A HI FRAME WIDTH 391MM. 34.1 MAX. 51 D.L.O. WIDTH D.L.O. WIDTH IT/ 1— a' C e 5 5 4 " L MAX. \ \ 27 D.L.O. N HEIGHT Q 9 \ 8 9 e IAX. AME 27' IGHT \ � H 28y" 6 27� O. 5 5 HE�G T ]B' ELEVATION F MID -PANEL EXIT DEVICE NOTE: HARDWARE FABRICATION LOCATION ON ELEVATION F IS W FROM BOTTOM OF DOOR REGARDLESS OF WHICH THRESHOLD IS USED. FRAMEWIDTH 324" MAX. 327,' MAX. D.L.O. WIDTH D.L.O. WIDTH 912' B C 5 \ 33' Q\ MAX. D.LO. N 0 8 U M HEIGHT 1 ZZA%. 9 8 P 3T AVE a IGHT LL AJ 4 33421" B" ELEVATION H I STANDARD S-POINT LOCK wa �� inspires" I"piv YKK AP America Inc. 121.c[MI 1. w IAIMI PX:Ia..1 11. F.,K6 1.e Z u Za a o.Gpi�KF: r �p O �Y]y 20 F 03 Z39til QZ E Tm� 1- w a W $ W � N w F * Y A OF : I�diIIYMd��di wD'tl°mo-:o°'ocros Ova aW 4a f6f EWi. 6 WMpEYeO11b. IDe1a FLN: FL16554 DATE: 9.14.18 DwGHR EH HFN SCALE: NTS DWG.N: YKK020 SHEET: 3 Pap3of19 77" MAX. FRAME WIDTH — 243/16" MAX. ICI 243/16" MAX. D.L.O. WIDTH D.LO. WIDTH v� II IS HE'l HIT o v A. ME iHT vv ELEVATION I CVR EXIT DEVICE Q IY FRAME W IDTH 2736" MAX. 27g" MAX. D.LO. WIDTH D.L.O. WIDTH 8 f V / R % 31 9 10 I LAX.. 940" AME MAX. IGHT D.L.O. L N 8 8 8 U P 9 g 31' HEIGHT A 3 31' 78" RIM PANIC WITH REMOVABLE MULLION ELEVATION I QUALIFIED LOCKING HARDWAflE DESIGN PRESSURE VON GUPNN SOI.MNEALEDVEADALANY +7019&sF ELEVATIONI QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SEE EIEVAPONSA.FB I FORALLOWABIE WCMNG NOTTO EMCEEDQ0/90 HARDWARE SYSTEMS PSF ELEVATION K QUALIFIED LOCKING HARDWARE DESIGN PRESSURE MYGRBSOORIM PANICWNH REMPVABLEMULUON 1F87PSF VON OUPAN9B/99.A,SA,.,ANIC WITH REMOVABIEMUWON /'39.)PSF VON DUPNN 33A/3sASEPIE5 KIM PANICWNH PEMOVABLE MOLUON SARGENT SSM RIM PARNWITH REMOVABLE MULLION ,/.n7.7PSF CORNNRUssWINEOUDOPAMEATO1VIC WIN REMOVABLE MUWON YNF)ISOM RRDEVICE WITHREMOVABIE MU WON ELEVATION L DESIGN QUALIFIED LOCKING HARDWARE PRESSURE UKU85WRIM PANICWNH REMOVABLE MULLION ♦/-533PSF VON OUTRUN 98/99SERIES RIM PANIC WITH REMOVABIEMUWON '/'au vsP VON DO PRIN33AN S E RI E3 W M PAN WIN MULLION SAKE MY OW RIM PANIC WITH REMOVABLE MUWON +5331`9 CORANRUssWVU.IDZWRIMELTOENCEWRH REM OVABLEMOWON YAIE )350M EMT DEVICE WITH REMOVAOIEMULLION 304" MAX. D.L.O. HEIGHT 120" MAX. FRAME HEIGHT MAX. 7 8 DOOR MAX OPENING D.LO. 1 NOTET H WHEN AIR/WATER THRESHOLD IS UTILISED,MAR. DOOR FRAME HEIGHT MAYINCREASW TO N FF 99.7/8%SEE DETAIL D, PAGE 5ANDDETAILK, PAGE). HI 71 SINGLE AND DOUBLE DOORS ARE QUALIFIED SUCH THAT SINGLE DOOR UTILIZES NPRO WARE FROMARIVE DOORPANEL U ADDITIONALOUANFIED PANEL CON FIGURATIONS CAN BE FOUND ON PAGE 4. 41 SEESHEET 7 DESIGN PRESSURE LIMITATIONS WED ON WATER INFILTRATION REQUIREMENTS. ^NO1E: AIRTIGHTTHRESHOLD (ITEM 913) MAYBE USED IN LIEU OF AIMWATERTHRESHOLO WREN UTILIZED WITH CONCEALEDVERTICAL ROD DEVICES 89" MAX. _ FRAME WIDTH MAX. D.L.O. WIDTH 328" MAX. ��{ 323" MAX. D.L.O. WIDTH D.L.O. WIDTH A V I 4I/ ELEVATION J DOUBLE DOOR WITH TRANSOM FRAME WIDTH 30 b" MAX. 3 j' MAX. D.LO. WIDTH D.LO.WIDTH 8 F V / 6 10 \ 29' N 0 6 R X gg�" 9 SO MAX. 141" D.L.O. U P LAX. HEIGHT 9 9 M 29, AME IGHT IL Z E1 6 E W 39, 29' L-1 b 10 78 L.B.E. vr9 f wFa F. RIM PANIC WITH REMOVABLE MULLION El IODaliry . w A Inspires VKKAP America Inc. iB E9 �ec U ��R?@ O� 0ad1s4z Eo gaE U ad T AD 3 �g m W K W y Q A. y f ,A S A OF EC O.o^ O IDP.' 40. O I� niM�aRVn`e Wmn.D waPs we ae C. DMPAUe.aW. raft. BYmuw>xA ..NN mn FLa; FL16554 DATE: 9.14.18 DwGHR EH HFN SCALE: NTS DWG. a: YKK020 SHEET: 301 Page 4 of 19 q 21 rFRi IF Ku I11 uoo� ruKCO I11, c) III III . ANCHOR LAYOUT FOR ELEVATIONS A-F, H, K & L QUALIFIED HINGE ASSEMBLIES 41- MAX. FROM CORNERS 0".TTT I i 3„ -'tII Ii— 3 41' MAX. FROM CORNERS SZ"MAX. FROM CORNERS M NERS �3"3' r 8" MAX. O.C. 6]" MAX. / \ EFT FROM CENTER / \ 1321"MAX. O.C. OF DOOR FROM CENTER OF DOOR XINGETWF OE%RIPTION MA% FUME SIZE DESIGN PRESSURE BUn HINGE i°°FOUR 141..E HOTEL SOV.S.vr - SID P5F BUITHINGESPERMORWF BUn XINGE °°°IOVR(4) HAGERBB11Yf Wxllsvr MB/-WPSF BVR HINGES PER DOOR LEAF BURHINGE "' FOUR (41 MCKINNEY TA2714 MI.. SIR W' K -WPSF OViTXINGESPERODORIFAF ONE NI ROTOR HOU611D CONIFINUOISHINGE ODNRNUOIA GEARED HINGE PER 101-IcNIIT 9 .W,SF DOOR F ONE(1) SELECT37HD CONTINUOVSXINGE CONTINUOUS DENIED HINGE PER MI.A 901/Z" .9D/.WPSF DOORUAF HIGH PIVOT HINGES DID AT TOP, PIVOT Mf9ATINTERMEDIATE.& 30l°a901/2° .50/W PSF U)ATBOTTOM \ / —,,,..MAX. FROM CORNERS ANCHOR LAYOUT FOR ELEVATION G, I & I •..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 D BOTTOM BUTT HINGES `TWO(21 LESS ANCHORS ARE REQUIRED AT SILL FOR DESIGN PRESSURES OF 4/-60 PSF OR LESS. 9 QUALIFIED PANEL CONFIGURATIONS i IV- MIDRAILS CROSS RAILS ^101" Mimi MIDRAILS WITH AIR/WATER THRESHOLD YKK �■ Bualry Y c IOSWr YKK AP America Inc. 19G...40I„ o P.R.M.DR Pea".1211HIS1 FIX JIUN L 2 ffE �a �m W oQAeaqqp �2 �K �o 's� =_sgga7E QU ZW ED mm^ C W n a y REMARKS BV DATE '� E STA'yE OF V? ff SHE AEEGOi'6LW. a. PLIUNNR P.,, WL 6 ANUTVN Hn ]PAE FL FL16554 DATE: 9.14.18 DWGHR DN HFN SCALE: NTS DAVIS. B: YKK020 SHEET: /unL Pape 5 P110 1/2" MIN. EDGE DISTANCE 1/4"SELF-TAPPIN6 INSTALLATION MIN. 6063-TS ALUMINUM SCREW MULUON OR CURTAIN WALL 3 THREADS OF MIN. FRAME UNDER SEPARATE PENETRATION BEYOND APPROVAL ALUMINUM STRUCTURE PERIMETER SEALANT BY OTHERS SZ —7T' L 3/a-MA%. 1: 21, SHIM SPACE 1 O.A. I I I 31 DOOR I 6 HEIGHT 8" 5" SEE GLAZING OPTIONS SHEET 14&15 1" 7 EXTERIOR INTERIOR VERTICAL SECTION 5 HEAD -ALUMINUM MULLION 7 SEE GLAZING OPTIONS i SHEET34&15 1" EXTERIOR DOOR M. 7 3/16" HEIGHT MAX.%93/16" e '7 1 1 a 1/2" MIN. EDGE DISTANCE MIN. 18 GA. STEEL STUD BY OTHERS SHEATHING BY OTHERS 2 O.A. 1� 3Z DOOR /8" HEIGHT 413/16' 3 7/856 EXTERIOR 3/16" INTERIOR I MIN. MAX. O.A. 93/16" # 8" & 30" BOTTOM RAIL IS I DOOR HEIGHT 1/4" SELF -TAPPING INSTALLATION SCREW 3 THREADS OF MIN. r PENETRATION BEYOND STEEL STRUCTURE 3/8" MAX. SHIM SPACE INTERIOR SEE GLAZING OPTIONS SHEET 14&15 VERTICAL SECTION S OHCC XEAO IOPTIONAU-STEELSIUO SEE GLAZING OPTIONS 57 SHEET 14&15 EXTERIOR INTERIOR NOT SHOWN, BUT SIMILAR. 431 THRESHOLDASSSEMBLYTOBE 14� SEALED PER MANUFACTURERS 11/2" MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS 2X WOOD FRAME .:.': BY OTHERS "" _ #14 WOOD SC 3/4" MIN. INSTALLATION EDGE DIST N A RTICAL SECTION 5 Slll-2X WDOD FRAME AIR 0.E615TANTTNRESNOID 34 INSTRUCTIONS PERIMETER 16 3/8"MAX. SEALANT SHIM SPACE BV OTHERS-�. A •' +: 11/4"MIN. CONCRETE/MASONRY I'•��'�',, EMBEDMENT BY OTHERS�C ,.:+'; " 21/2"MIN. EDGE_I— `•1/4"MTAPCON DISTANCE INSTALLATION SCREW VERTICAL SECTION �i SILL•[ONCRETE/MASONRY ® Quo linspirbs! YKK AP America Inc. YMIBYfAR DUBYx,t[0A41L11011 .xnonnnvss r..nsnlnesBBe ZA 'e aE p� a 0§aex� Wiz` E a6'.'e9 20 N 2 =yR j0 S 03� "q E,• � W � a h F a LIME- MI M ,.: m oarpydaunx�vAn� A. FL#: FL16554 DATE: 9.14.18 DWGHR CH HFN SCALE: NTS DWG.#: VICK(17F1 5 Page Bof f9 O.A. DOOR ,�] HEIGHT EXTERIOR 'i6 11/4" MIN. EMBEDMENT ` ...'... f + 3/8" MAX. SHIM SPACE (3) FHMS 1/4-20 X S/8 (3) PHMS 1/4-20 X 5/8 0 INTERIOR REMOVABLE MULLION SEE DETAIL R, PAGE 9 SEE GLAZING OPTIONS SHEET I4&� VERTICAL SECTION 6 HEAD-CONCRETE/MASONRY REMOVABLEMUWON EXTERIOR SEE GLAZING INTERIOR OPTIONS SHEET 14&15 •NOTE: MIDRAIL SHALL BEAT MINIMUM 6 3/16". SEE SHEET 7 FOR ALLOWABLE 2%" CROSS RAIL OETAl15. EXTE VERTICAL SECTION 6 6" MIDRFIL 1 7- L 1I 57 REMOVABLE MULLION SEE DETAIL R, PAGE 9 O.A. DOOR MIN. ��11 X: ; MIN. HEIGHT "i" 6166 MAX. (Z)1/4" 55 HILTI KWIK BOLT 3 ANCHORS 61„ OR(2)3/8" SS HILTI KWIK BOLT 3 ANCHORS MAX 93/16" 55 THROUGH MULUON BRACKET 93/16" MIN.1 S/8" EMBEDMENT MIN. 21/2" EDGE DISTANCE * B" & 10" BOTTOM RAIL IS llll 13 ^ ^ 3/8"MA% NOTSHOWN, BUT SIMILAR, IX WOOD BUCK OPTIONALBYOTHERSCONCRETE/MASONRYBY Ey OTHERS1/4" ITW TAPCON 21/2"MIN. EDGEINSTALLATION SCREW DISTANCE VERTICAL SECTION 6 SILL-CONCRETE/MASONRY REMOVABLE MULLION B.- SHIM SPACE \ 11/4" MIN." EMBEDMENT 2X WOOD BUCK �- BVOTHERS SEE GLAZING yxw.i+i OPTIONS El■ �Llalm SHEETOPTIONS 58 Y e IOSj11R9" 57 YKK AP America Inc. 11S9MW�OP6 3011 m:1.1BR&'99554wi6nIAWp1 EXTERIOR INTERIOR 8^ 0� o Rag INTERIOR 60 Z � C t�D q u a d 2 I 59 SEEGLAZING > m m m o / SHEET14&115 58 uJ. W \a 57 h g \ VERTICAL SECTION 6 MID -PANEL EXIT DEVICE PANIC MIDRAIL SEE GLAZING OPTIONS INTERIOR SHEET 14&15 —REMOVABLE MULLION SEE DETAIL R, PAGE 9 (2) 3/8" LAG SCREW INSTALLATION ANCHORS THROUGH MULUON BRACKET MIN. 1112^ EMBEDMENT MIN. 1" EDGE DISTANCE 318" MAX. r SHIMSPACE 1 I1/2" MIN. 7 r EMBEDMENT ETE/MASONRY •; <' BY OTHERS R14 WOOD SCREW 3/4" MIN. EDGE INSTALLATION ANCHOR DISTANCE VERTICAL SECTION fi SILL-2X WOOD BUCK OF 2 oc Ri[ m,v°'w'snv..nw w lean FLN: FL16554 DATE: 9.14.18 DWGHR GH HFN SCALE: NTS DWG. a: YKK020 SHEET: 6 Pe9a 7 RI19 THRESHOLD WATER INFILTRATION AND DESIGN PRESSURE LIMITATIONS 57T 45 4° 12° EXTERIOR O.A. DOOR HEIGHT 7j" 61 I INTERIOR SEEGIAZING 67 57 OPTIONS SHEET 14 & 15 EXTERIOR INTERIOR 67 57 SEE GLAZING OPTIONS 57 SHEET 14 & 15 EXTERIOR VERTICAL SECTION HORIZONTAL SECTION ] 21/2° CROSS RAIL ] 21/2° CROSS RAIL SEE GLAZING O.A. OPTIONS DOOR SHEET 1405 HEIGHT 123. INTERIOR 11/4' MIN. ETE/MASONRY BV OTHERS •..'-T �. •�:.', '.. EMBEDMENT 21/2"MIN. EDGE �I 1/4"ITW TAPCON DISTANCE INSTALLATION SCREW VERTICAL SECTION ] SILL-CONCRETE/MASONRY STACKED BOTTOM RAIL 1" 4° EXTERIOR 71j° $-j* OPTIONS SHEET I4&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 11/4' MIN. EMBEDMENT DNAL BY OTHERS :RETE/MASONRV =INSTALIATIO BYOTHERS "21/2" MIN, EDGE1/4" ITW TAP DISTANCE i VERTICAL SECTION ] SILL -1X/CONCRETE/MASONRY STACKED BOTTOM RAIL YXK aa 'm�ipires' YKK AP America Inc. 1Il9MWIY10vI0U YBIiµ4E0P611)IOit .x,IYeun.Esse Eu-www)E+ml Z 3F � V i"33 $ Sy "0 OE4AR�§}$ o tX H =sl7E 0 0ilt QU �0 }mR 5 F � a ='D4SA•' wm. rc x° �me se c°)ow�Or°A�i n� m rvc minor `um�i�•Ruw w. men FL #: FL16554 DATE: 9.14.18 Dw HR GH HFN SCALE: NTS DWG.#: YKK020 SHEET: 7 Pap 8 at 19 /4' N. 3 THREADS OF MIN. 11MImK EMBEDMENT/4'M3/8' Al". SHIM PENETRATION BEYOND SHIM SPACE SHIM SPACE STEELSTRUCTURE ■■R-� CONCRETE/MASONRY �� INTERIOR INTERIOR MIN. IS GA. — ' BY OTHERS 30 30 STEEL STUD YKK AP America Inc. -- z:o;??•.; v BY OTHERS msxwr•.unm CAULKBETWEEN ouaux,csoecuvws CONCRETE/ MASONRY&IX MPna>xsrss rulemwms WOODBUCKBYOTHERS • 1 1 8 8 1 1 I/4'FH SELF -TAPPING L9 y.. INSTALLATION SCREWZ IX WOOD BUCK : yv BY OTHERS C) ;I I^' tz G y 4 e O� o 03y- 3 T— 1/2" MIN. EDGE :E G Z y 21/2"MIN. EDGE DISTANCE .- DISTANCE O 0 E = E 7 SEE GLAZING 7 SHEATHING OPTIONS Z 3_. BY OTHERS •"'o y� i o 1/4"FH ITW TAPCON v eT, SHEETI4&15 I- 3E° 3 W a INSTALLATION SCREW 21. Cg 4. 21. BY OTHERS FINISH EXTERIORFINISH 2 O.A.EXTERIOR EXTERIOR 'BOA 2 BY OTHEflS y 6 BY OTHERS DOOR DOOR PERIMETER SEALANT REMARKS BY DATE WIDTH WIDTH BY OTHERS PERIMETERSEALANT BY OTHERS HORIZONTAL SECTION HORIZONTAL SECTION JAMB-CONCRETE/MASONRY MON 8 JAMB -STEEL STUD 3/8' MAX. ma 1111111 II IIII,Irn. SHIM SPACE 3THREADS OF MIN. ��1 Q 6le1 PENETRATION BEYOND �� • ••' - �11 11/2"MIN . I.— SHIM SPACE ALUMINUM STRUCTURE �\,\ E S 'PQ EMBEDMENT INTERIOR N INTERIOR 30 ALUMINUM 30 ALUMINUM MULLION OR I4 WOOD SCREW INSTALLATION CURTAINWALL FRAME P S A OF ANCHOR UNDER SEPARATE APPROVAL pT O top' •.•' (V ` 2% WOOD FRAME 1 4 58 58 1 Il 114- INSTALLATION SELF -TAPPING O, BYOTHERS wr�B1sIKMA12c me mI`v"wA w SIX 3/4" MIN. E- me uvr. or wmowunw xw a»a 1/2" DISTANCE EDGE DISTANCE ANCE DISTANCE F4 FL16554 EXTERIOR 57 SEE GLAZINGJE EMERIOR � DATE: 9.14.18 OPTIOSHEATHING BY O.A. SHEET I4&35 D.A. DWG. GIiR CHIC FN OTHERS DOOR DO00. EXTERIOR FINISH WIDTH WIDTH PERIMETER SEALANT BY OTHERS SCALE: NTS BY OTHERS DWG.R: YKK020 PER[ METERSEALANi HORIZONTAL SECTION. HORIZONTAL SECTION SHEET: BYOTHERS o o IAMB-2XWOOD FRAME $ IAMB -ALUMINUM STUD p CONTINUOUSHINGE O Page 9 of 19 INTERIOR SEE GLAZING OPTIONS SHEETI4&IS '�2 38" 7 1" EXTERIOR HORIZONTAL SECTION 9 MEET NG MILE SEE GLAZING 1 F L7J 4,11 IXP1IY A� —�SEE GLAZING OPTIONS SHEET I48,15 a"cu 1951J S VERTICAL SECTION VERTICAL SECTION L, DNCC MULLIONl� STANDARD TRANSOM MULLION SEE SHEET 3 FOR DP LIMITATIONS SEE SHEET 3 FOR DP LIMITATIONS INTERIOR SEPARATEAPPROVAL EXTERIOR HORIZONTAL SECTION L, VERTICALMUWON STOREFRONTSYSTEM 2 x 5/16" FLAT BAR & 2 x 3/4 x 0.120 FORMED TUBE (EI-0197) "K SEE DETAILS E&F, PAGE 6, FOR �P CRY. ATTACHMENT OF MULLION TO A IRSPW'S HEAD AND SILL. YKK AP America Inc ll 1" � 3B" 6—��I1155�2 31" 1" 3" HORIZONTAL SECTION 9 MEETINGSTILEW/REMOVABLEMULUON 1/4" ITW TAPCON 21/2'MIN. EDGE INSTALLATION SCREW DISTANCE 11/4" MIN. EMBEDMENT 21" SEE GLAZING OPTIONS SHEET 14&15 VERTICAL SECTION Ej TRANSOM HEADER maaelm Aa� rwms�0:1nxvbaoe = z Z�3 NQ Oz a NE 0 zae ia iG Q OUR O m¢ 2 mm n SEE GLAZING !y W a OPTIONS SHEET I4&15 r m a 9BL WxCl R7�� 16[ mlf. R W119Qx1p 11n A]n FL 4: FL16554 DATE: 9.14.18 owGHR cHXHFN SCALE, NTS DWG. N: vKKn7n g Page 10 of 19 21/2"MIN. EDGE 1/4"ITW TAPCON DISTANCE INSTALLATION SCREW MIN. EMBEDMENT EMBEDMENT SHIM SPACE O.A. 31 r 1 VON DUPRIN KR9954 TOP DOOR EXTERIOR LUJ MULLION FITTING HEIGHT 4fl" 56 INTERIOR VON DUPRIN KR9954 KEYED I REMOVABLE MULLION SEE GLAZING OPTIONS SHEET I4&; r VERTICAL SECTION HEAD-CONCRETE/MASONRY REMOVABLE MULLION SEE GLAZING EXTERIOR OPTIONS INTERIOR l\ SHEET I4&15 H. O.A. MIN. DOOR HEIGHT MAX. 9 3/16" VON DUPRIN KR9954 KEYED REMOVABLE MULLION VON DUPRIN KR9954 BOTTOM MULLION FITTING k x 51 66 OR (4)"SS HILTI KWIK BOLT 3 ANCHORS OR(SS KWIKBOLT3 ANCHORS THROUGH MULLION 55 BRACKET MIN. 15/8 EMBEDMENT MIN. 21/2"EDGE DISTANCE VON DUPF REM /HORIZONTAL SECTION MEETING STILE W/REMOVABLE MULLION NOTE: SEE ELEVATION B, SHEET FOR DETAILS OF RIM PANIC DEVICES. VON DUPRIN KR9954 KEYED REMOVABLE MULLION TO BE USED WITH VON DUPRIN HARDWARE ONLY. 3/8" MAX. EN SHIM SPACE 11/4" MIN. 7 r EMBEDMENT 1x WOOOBUCK OPTIONAL OTHERS CONCRETE/MASONRY x BY OTHERS 1/4" ITW TAPCON 21/2"MIN. EDGE INSTALLATION SCREW DISTANCE M VERTICAL SECTION SILL - CONCRETE/MASONRY REMOVABLE MULLION Oo0 * B" & 10" BOTTOM RAIL IS 3: VON DU NOT SHOWN, BUT SIMILAR. BOTTOM M CUP VKK apDLwIRy a IRSpiflS YKK AP America Inc. msxw ervus wam.;(.A vNlnetl n-19554M:16n111BKY1 Z O ZA p� In 0da.ty%.% 2O F �33 saEE mcZ o LNG ¢ = w �a &IS �� " 216" 21:: KR9954 VON DUPRIN KR9954 U LUON FITTING TOP MULLION FITTING '? SlAA OF vI w FL q: FL16554 DATE: 9-1 d-1 R SCALE: DWG. M. 10 Page 11 of 19 EXTERIOR SEE GLAZING OPTIONS SHEET 1405 INTERIOR y VERTICAL SECTION SILL DETAIL WITH RAMP INSULATED GLAZING #14 x 11/2" FHSMS(AB) OR 1/4" x 13/4" HH TAPCON (SEAL HEAD) W/ 11/2" EMBEDMENT SEE GLAZING OPTIONS SHEET 14&15 Z VERTICAL SECTION SILL DETAIL WITH RAMP MONOLITHICGLAZING #14 x 11/2" FHSMS(ABI OR 1/4" x 13/4" HH TAPCON (SEAL HEAD) W/11/2"EMBEDMENT YNKK+ �■ �m" a RRp YKK AP America Inc. 4SA F C�. f4�: xFrRffIL�LAL m amino°Pwwc w aw r. o.w+eraw�. neLvooi nrt moi oo wmwu,ar� x. mr FL#: FL16554 DATE: 9.14.18 DWGHR DH HFN SCALE: NTS DWG.#: YKK020 SHEET: II Page 12 of 19 1/4" SELF -TAPPING — INSTALLATION SCREW (SEE INSTALLATION NOTES, SHEET 11) %" MIN. EDGE DISTANCE MIN, 6063-T5 CURTAINWALL FRAME UNDER SEPARATE APPROVAL PENETRATION BEYOND NOTES: ALUMINUM STRUCTURE NOTES: CURTAINWALL SUBFRAME IS LIMITED TO INTERIOR MAXIMU M SIZE OF 78 Y'l X 981/r"FOR ALL HARDWARE TYPES. B. BUTT HINGE SHOWN, CONTINUOUS HINGES MAY ALSO BE USED. SEE GLAZING OPTIONS SHEET 1405 EXTERIOR ORIZONTAL SECTION JAMB-SUBFRAME TO CURTAINWALL 11/2^ 5/16" �I 11/2" '""III arm 5/16" FC-1016(2) p10X1" FHSMS TYPE AB 13/i6" 3/8-16 x 518 SOCKET HEAD CAPJ III SCREW (2) PER CORNER DOOR CORNER DETAIL 1 HEAD -TYPICAL INSTALLATION NOTES: A. AT HEAD, USE CLUSTERS OF (3) ANCHORS AT EACH CORNER, SPACED 4%" 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 S1DE OF MIDSPAN AND 3" O.C. THEREAFTER. C. AT JAM BS, USE ANCHORS SPACED 5%"MAY. FROM CORNERS AND 9 Y4" MAX. O.C. 3/8.16 x 5/8 SOCKET HEAD CAP SCREW (2) PER CORNER 13/16" 5/16" II III S FHSMSTYPEAB 5356 13 2 10 11/2" 1 111" MIN. EDGE m� DISTANCE MIN. 6063-T5 ALUMINUM R -=1rCURTAINWALL FRAME �'�/ �!M UNDER SEPARATE APPROVAL Y a IDSpIr05 �� 1 YKX AP America Inc. 1E19 X'Mu1a�9xI9 ouaux,amwunwt J 3THREADS MIN. PENETRATION BEYOND J ALUMINUM STRUCTURE —1/4" SELF -TAPPING INSTALLATION SCREW (SEE INSTALLATION NOTES, SHEET 11) INTERIOR VERTICAL SECTION NEAO-SDBFRAME TO CURTAINWALL 5/16' n DOOR CORNER DETAIL 2 SILL -TYPICAL SEE GLAZING OPTIONS SHEET 14&15 CW WITH STANDARD TRANSOM DETAIL 3 �v S A OF 0 lop, 40 nomx xc xe 9me mac xc me ocxmc ti iwo: 31° rert om. a wmmunm xo axwe FL p: FL16554 DATE: 9.14.18 HFN SCALE: NTS DWG.M YKK020 SHEET: 12 Page 13 of 19 FRAME CORNER DETAIL 1 HEAD -TYPICAL FRAME CORNER DETAIL 2 SILL -4}" AIR TIGHTTHRESHOLD THRESHOLD CLIP PART NO. 29IE1.105fi) IS NOT REQUIRED IN APPLICATIONS AN RMON PIVOTS OR SINGLE DOORS VM THE VON DUPRIN 9947 DEVICES. TYPE°AR" FRAME CORNER DETAIL 3 2"FHSMS R• — FM1006(3) i K #10.24F H MS 3MS ap a VKK AP America Inc. mv.wv.unm oueux,ceowievwl PH SMS All TYPE `0 t SIA3f OF rr Or a ouu°µ'v eca n� as F•� n vR mrt. ar wmvaum� x. aem FL 9: FL16554 DATE: E1 1 A 1 R SCALE: NTS DWG. R: vlcicn�n 13 Pe9e 14 d 19 LARGE & SMALL MISSILE IMPACT I- CIA. INSULATED LAMINATED GLASS 3/16' FULLYTEMPERED GLASS '5/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 0.075" VANCEVA STORM BY EASTMAN (PREVIOUSLY KNOWN AS SOLUTIA) 3/16' H EAT STRENGTHENED GLASS DOSS CORNING 995 3/4' GLASS BITE 3/4' GLASS BITE 3/4" GLASS BITE GLAZING DETAIL A 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLYTEMPERED GLASS 0.090" SENTRYGLAS BY KURARAY (PREVIOUSLY KNOWN AS DUPONT) 3/16" HEAT STRENGTHENED GI/SS GLAZING DETAIL B DRY GLAZED 1" OA INSULATED LAMINATED GLASS: 3/16" FULLYTEMPERED GLASS 5/I6" AIR SPACE 3/I6" HEAT STRENGTHENED GLASS 0.D90" TROSIFOL PVB BY RUMMY (FORMERLY KNOWN AS BUTACITE BY DUPONT) 3/I6" HEAT STRENGTHENED GLASS GLAZING DETAIL D 995 3/4" GLASS BITE 9/16" O.A. LAMINATED GLASS: 1/4- HEAT STRENGTHENED GLASS 0.090'SENTRYGLAS BY KURARAY 35 I I (FORMERLY KNOWN AS DUPONT) 1/4" HEAT STRENGTHENED G LASS DRY GLAZED '.1/16-GLASSSITE 38 9/16- GLASS BITE GLAZING DETAIL Bl DRY GLAZED 9/I6'O.A.LAMINATED GLASS: 1/4' HEAT STRENGTHENED GLASS 0.090' SAFLEK PVB BY EASTMAN 35m\ (PREVIOUSLY KNOWN AS SOLUTIA) 1/4" HEAT STRENGTHENED GLASS 9/16" GLASS BITE DETAIL 995 3/4- GLASS BITE 1" O.A. INSULATED LAMINATED GLASS: 3/16' FULLY TEMPERED GLASS 5/I6" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 0.090" SAREX PVB BY EASFMAN (PREVIOUSLY KNOWN AS SOLUTIA) 3/16" HEAT STRENGTHENED GLASS GLAZING DETAIL E GLAZING DETAIL Cl 9/16' 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 995 GLAZING GLAZING DETAIL Al 9/16" GLASS BITE AIR SPACE CONSISTING OF: SPACER: ALUMINUM BOX SPACER. PRIMARY SEALANT: POLYISOBUTYLEN E(PI B). - SECONDARY SEALANT: STRUCTURAL 51 UCONE INTENDED FOR FABRICATION OF INSULATING GLASSUNITS. GLAZING DETAIL � 1" O.A. INSULATED LAMINATED GLASS: 3/16- FULLY TEMPERED GLASS �,w+ IL6IIP/" 5/16"AIR SPACE YY s IIISp(RS 3/I6" HEAT STRENGTHENED GLASS YKK AP America Inc. 0.090" SENTRYGLAS BY KURARAY e,.". (PREVIOUSLY KNOWN AS DUPONT) EF.I.nRL 3/16- HEAT STRENGTHENED GLASS xk MmaRa 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 9/16' O.A. LAMINATED GLASS: /4" HEAT STRENGTHENED GLASS L090" TROSIFOL PVB BY KURARAY :ORM ERLY KNOWN AS BUTACITE BY DUPONT) /4" HEAT STRENGTHENED GLASS CORNING 995 L GUASL FIFE AND 7NEUNESS SNAG COM PLY VIM ASTM E13M RFOUIREMFMS AS WHIRS APPUUBLE AE SEPI GYBING REQUIREMENTS PERME BBC. MIUHF UL TFMPFR. ANO SV M GIALN G REWIREMERmWALL BE RENEVI AM SPECIFICBRSIS 3. SMING BLOM OUROMETER HARDNESS Of WPO (SHOREAIAS REFERENCED IN FEE UAPTER 24 3. SEISING BLO US TO BE LOCATED AT UP WAN HUM FOR MASS WDER MAN 3VAS PER FBC CNRPTER 11. 4. Dl0. AN 0 MWEN PRESSURES PAW NOT WHO MAR VALUES IN GLOSS OIATOL i "V * 'D O LOP:' Fu (cS.S O L \ .AP N�a4a.RdR. _me m oREAARUNrt Be lac mIT. a waavAna xx mm FIL R; FL16554 DATE: 9.14.18 DWG. I -BY: R EH H N SCALE: NTS DwG.n: YKK020 SHEET: 14 Page 15 of 19 14" GLASS BITE 9/16" GLASS BITE SMALL MISSILE IMPACT ONLY 1" O.A. INSULATED LAMINATED GLASS: I" O.A. INSULATED LAMINATED GLASS: 1" O.A. INSULATED LAMINATED GLASS: 3/I6. FULLY TEMPERED GLASS 3/16" FULLY TEMPERED GLASS 16" FULLY TEMPERED GLASS 5/16" AIR SPACE 5/16" AIR SPACE 16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 3/I6" HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS 35 0.060" TROSIFOL PVB BY KURARAY 3S 0.060"SAFLEK PVB BY EASTMAN 3S035" SENTRYGLAS BY KURARAY (FORMERLY KNOWN AS BUTACITE BY DUPONT) (PREVIOUSLY KNOWN AS SOLUTIA) RMERLY KNOWN AS DUPONT) 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 16" HEAT STRENGTHENED GLASS 00DD38 k3116' pq 3/4"GLASS BITE 383/4"GLASS BITE 33 33 GLAZING DETAIL F GLAZING DETAIL G GLAZING DETAIL H DRY GLAZED DRY GLAZED DRY GLAZED 9/I6" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.060" TROSIFOL FIVE BY KURARAY (FORMERLY KNOWN AS BUTACITE BY DUPONT) 1/4" HEAT STRENGTHENED GLASS GLAZING DETAIL F1 DRY GLAZED 9/16" GLASS BITE 9/16" O.A. LAMINATED GLASS: EAT STRENGTHENED GLASS SAFTE%PVB BY EASTMAN OUSLY KNOWN AS SOLUTIA) EAT STRENGTHENED GLASS GLAZING DETAIL G1 DRY GLAZED GLAZING NOTES: 1, GLASS TYPE AND THICKNESS SHALL COMPLY WITH ASTER E13W REQUIREMENTSAS WELL AS P➢PUfABLE SAAM G4LNG REQUIREMENTS PER THE FBC. THICKNESS. TEMPER, AND SAFETY GLAZING REQUIREMENTS SHALL BE REVIEWED ON A SITE SPECINCBASIi, S. SETTING BLOCK DURDMETERHARONISSOFI090 (SHORE AI M REFERENCED IN FBC CHAPTER 34. 3. SETTING BLOCKS TO BE LOCATED AT I/4 SPAN LONGER FOR GLASS WIDER THAN 36'AS PER FOC"AKER 34. 4. DLO. AND DESIGN PRESSURES MAY NOT EXCEED MAK LAW ES IN GLASS CHAINS. AIR SPACE CONSISTING OF: - SPACER. ALUMINUM BOX SPACER. - PRIMARY SEALANT: POLYISOBUTYLENE (PI B). - SECONDARY SEALANT: STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSULATING GLASS UNITS. "K C'II . " YKK AP America Inc. m44INI C*1 0 e•O S A OF ,•� LPOT O OKI %AAAcS,S O L ILdNgwaR �A F.tRI A wmND DRY, RID .l®LGAW BN SM/SN FRET (GT. s AunomAnd N. xam FL N: FL16554 DATE: 9.14.18 DwGHR EH HFN SCALE: NTS DWG.#: YKK020 SHEET: is Page 160119 IRMI 1 z 3 4 5 6 e LD u 13 13 14 l5 11 I) EN 19 TO v S) z4 zs 16 Zx SO z9 w SL 3x 33 34 SS 36 3] 39 39 AD 42 43 a 41 46 47 49 0 51 51 ,. ss 56 57 5R 59 EO 6E 61 63 11 65 ss 67 6B 69 TO 71 TA W ]4 )s ]6 L ]] 36H DOORSILL OF MATERIAL PIVOT STILE O MEETING STILE O MEETING STILE 1 6063-TS 6063-TS 60fi3-TS 0.150" -!EADxwr4G6mAss -x- i 0.150" t 2.374" j.374° I � 2.374" � r� 3,874" 3.872" O CONTINUOUS HINGE STILE O 8" BOTTOM RAIL INS. O TOP RAIL INS 6063-T5 6063-TS 6063-TS D.1j6° �8.189" 0.126" 4.B7d° 0.126° 2.350" 2.374° El 3774" �I NOTE: BOTTOM RAIL SHALL BE, AT MINIMUM, 75/I6" 2.338" O EXTERIOR GLASS STOP INS. O INT. GLASS STOP INS. O DOOR SWEEP BASE 10 DOOR SWEEP COVER 6063-T5 6063-TS 6063-TS 6063-T5 D' T�� L D.275° l.lj6" la 0,Od7° 1.157" D.8O0" 1TI I D'875" 0.055" I' �E� 0.255° 'I D.e7s" D.se1^ III 11 DOORJAMB 12 MONO TRANSOM MULL 13 41/2" AIRTIGHT THRESHOLD 6063-TS 6063-TS 6063-TS 1 1- 4'SDD" I �f D.165" O'110u D 504"� S.DOD° 2.SOD" THRESHOLD ATTACHMENT 0.09d° 14 _L 6063-TS 1 I d.969" +I 2.500" 0.509^ 0.141' 3 512° �(K al D QRPfmD YKK AP America Inc. .4Eog61.nov - ANU+.l.s512.11" mL PARLY 06CMPIION IMRRNL MANUEA[NPER E9Gm vrvorsrM 6D6sis YUAP E9GnD MEEnxD snLL 6M}15 ru AP E00133 MfE)ING SIIIE 605}is YRKAP E90]]6 GUN NUOUSEIN4ESTHE Epfi}is yRggp I-L 8'BOROMRNLINS. 606}i5 YRKAP E9Gx53 TOPMILINS. 6D63.TS YUAP E9GDss EnEuogcusssrovlNs 606s15 rKKAv E9Gxm IxTERwgcLas sraPna 6oU-Ts ru AP ED w Z a Q Q 0 Z0 Q = U mI.") a N Ff WN 22 Z R 6 G R l"J xC4 0 O i R m ON Q a E9o9U owPSvrtErwvEP PG6]4s rum I9osm DOGA'.. 6U6sW YUAP E9U501 MONO.TMNSOMMULL UI TS YKR AP ESEI 41-NITIEDRm. .13�. YRKAP E90503 THPESHODATIACNMENT 6M}]S YRKAP E9a501 55/16'LMPESXOW bDfi}i5 YRKAP F.19 LLLEVSNING SHES. WRAP E9U5xx VABLE REMOMULON 6M}R INK. S.", SHEARCUP 6I63.TS EKKAP� EIII LUCK BASE 606}LS YRKAP E9G51I HINGE LACKEN 6I6}Ts E PunILLEq D6}35 6STEEL YKx AP .z l WIT.vuEf F103I) BACKEPPLAR SREL 10]5 IO YYAP 1G153 c' MSE 603-n vUAP 57 fdBI NGE BAU 6W15 YRKAP )OIMCLIP GOES T5 YRKAP E11050 I.D.A. YMPP REMARKS BY DATE E1am6 TxgfsxOw EUP STEEL El. EMGHSTSNGE. 6D6sW rUAP , L.HEGER GMAUE PI ESOY] WFATMEPSTPIP POLYPPOPYIfNF EEGNS-) SETTLED U01K from ES.] DOORSWEEPGASKET EPDM _ of"M vLLum.4RGIUWw�Pnp"IMYO ' wT`I.L-.PN,1f4` EDGING ERTERIORGASKET EPDM E3Mfl5 SPPCERGASKET PCEPDM ExOIO) WFAlXER1PIP POLYPAOPYIENE E3N98 INrEWORDASKET EPDM EA.S AsrM4ALD/SKU SILOwNE E]GWS AnmSTAIRE CAP xrmn \II❑ \\ IA \\ ':N 7 7 PO i y n p S A OF S�(Q/.' - j OT O IOPr°• ((/ psis O LE G\\\\ /lu6(1 EzypMh�ai NgpR Pt X° �O NN�A'C �GKC SN p. EAYLM1 L0[ DAr. V WdOQ.VYU Ys A61E E<LO]t STANOARDUBEL ALUMINUM E4.2A IMPPCr1ABEL ALUMINUM WIOl6 FHSMs STEEL SMANG wrA .I. STEEL E9oDv BorrDMMRLn. PG6sW ruw x)HD wNREYOUSNINDE SeUcT )PII]361 CONTINUOUS HINGE NA4M gOlON RR1191 BUTT HINGES STAMEES5EEEL NAGAR 9IX03 MONOTMNSOMNFaDEP EHU S1 I.G. UUNwM HEADER EOfi}i5 YRKAP 1.510 MONO TRANSOM MULL 601 1.AP f9E5AS IA TMHSOM MULL PY6}T5 'A A, AE esozv rANSOM MEiLM Ho BOTTOM 6�I6]}n vIX1P E9GSx0 TOP RAIL MONO A.. YKKAE EM25 EXr.GLAS55rOP MONO MES TS YRKAE E9G316 IM.GLASS OPMOHD Y6}R INGKAE. E9G317 MIOUA MIDMILJOMUL Y6}R YIIKAP F90S3) PAHICMIOPAIL 6C6}R YRKAP FL p: FL16554 E90E15 B'BOTTOM FAIL MONO E.A.YMAP 606 iTS YRKAP OEDNSP.17 E9G345 I.L. BOTTOMP EX Go BOTTOM E063-T5 YRKAP E1019] REM.MULL EIEXr. S1Fn .A36 Y4AP DATE: 9.14.18 E}3111 IAA.I-.r fiWiUBLMME-EMS 1 YUAP DWG. BY: IC BY: HR HFN E13180 4wwuMME-MMss GOS. 6D5}i5 ruAP E9a3M 21 -aosswl GOES15 YUAP E9Gxl3 10' BOTTOM MIL MOND, 6I61-R v"AP SCALE: NTS ESEWEE 10-BOTTOM MIL INS. 6R}i5 YAKM E9GSIl THRESHOLD NAME 6OESW YMAP DWG. 4: N.IIE UIRESNOIDMMP SGULT, YRKAP E.LA TIIUSHGIGMMP 6053.TS YUAE SHEET: �1 llll PBOD 1]of 19 Exm6 SETDxc UOu EPDM Ezom SEEDNGeIDa EPDM E3GW5 SETIIXGBL06 FROM EIL3DD SXEAq DLOCR 6[G}TS ERNAP IE-1199 HAGERBUTTXINGE SiAIH1E5S5TEEL XAGfR 15 5/16" THRESHOLD 6063-75 0.130" 1.014" 1019 LOCK BASE 9 6063-TS TYPICAL WALL THICKNESS:.118" z.D e L I 0.118" 1.248" OMONO TRANS. HEADER 49 6063-T5 jn;;;� WD" L4.969" I 53 TRANSOM DOOR STOP 6063-TS L-{� Da2s^ 1.312" II�R� {II� 1.984" I�- 16 SILL FLASHING 6063-TS 0.063" 2.500" 29 THRESHOLD CLIP STEEL IIIIII 0.1�/ 0 o z.DDD^ 0 o �Oo 3.1 55" 60 I.G. TRANS. HEADER 6063-T5 Iffil 0.0]9" 2.500" L4.969" OTRANSOM HEAD FILLER 64 6063-T5 LFes--- 3.898" 0.886" 0.079" 17 REMOVABLE MULLION 6063-T5 TYPICAL WALL THICKNESS:.125" 2.375° 7 D.Izs^ -VV OFLAT FILLER 30 6063-TS E 3.898' � 0.886" 0.0]9" J OMONO TRANSOM MULL 61 6063-TS 2.50.079" L�- 4.969" 56 7" BOTTOM RAIL MONO. 6063-TS YK O18 SHEAR CLIP gym, 6063-T5 ww..w�/ El S IOSPIRS TYPICAL WALL T14ICKNES5:.189" YKK AP America Inc. zzaxwe 0.1891, Xx,omncuuwz YX:P)611T19666N:I61i19]fifWl 2 Z 1.925" U n LI 1R ZE I p�okeA 1.591" 2p0 W Ogce J 45 O BOTTOM RAIL EXTENSION 6063-T5 U V R1vfm' G 3 c m R F N Fri REMARKS DY DATE 4.9377" 0.126" ..... 2.350" �- 7.311" 0.126" �02.35 =7 i 52 I.G. TRANSOM MULL :: 6063-TS N 7 O * :* �p OF . iC O.Y. O IDP.� 4z�• L]]'�Eunp6wlDE 4.969" � nrt oz i'wo w wuynor00xrs am FL M FL16554 DATE: Q.1 d_1R SCALE: 7WG. B: 17 Page 18 o119 56 TOPRAIL-MONO. 57 6063-TS _dl4.685' 0126° I III —y 2.350' F'^ OI.G. TRANSOM MULL 62 6063-TS Eo.GLASS STOP -MONO. Sg INT. sLASS STOP -MONO. 8MIIDR51LFILLER 60 6o3-T5MIDRAIL 61 60Be 63-TS RAIL MONO. 0,675" I 0.04T' 0.937- -v 0.094' I� 4.969" --I O66 CW SUBFRAME - JAMBS 6063-TS 0.094° 1-1 SA00" 1 0.7501 —I I-°-- OTHRESHOLD RAMP �D 6063-TS OI.G. BOTTOM RAIL EXT. 63 6063-Ts 0.675" 0A47' 0.969" F__ 5.336' 0.126" U350" 0.114" -- I�I� II 67° �1�23u50' I 64 REMOVABLE MULL REINFORCEMENT STEEL 2.000" 0313" 0.1U0" o.7so^ O10" BOTTOM RAIL MONO. 68 6063-T5 67 2 1/2" CROSS RAIL OTHRESHOLD RAMP %1 6063-TS Imo— 7.683" �11 Imo— ].498° I 1.250" 0.62� 6063-TS U336" F�-- 2.5I00" J� 0.114° 0.126" 6.934° 0.158" 8.000° 2350" OCW SUBFRAME-HEAD 2350- 1- 65 6063-T5 0.094" -p^ �� O10" BOTTOM RAIL INS. 69 6063-TS 10.000" �I i— 10.189, �I EaM" 2.350' 1 1 1�6• 0.126' OTHRESHOLD RAMP %2 6063-T5 1.500" YKK El P. ■ ®inspires YKK AP America Inc. * SA OF a 0 to ..LUA�aG°``` o'�noaw%i ec cart mr. or auna�aoi ae am FL 4: FL16554 DATE: 9.14.18 DWG. BY. CH I-IFN SCALE: NTS DwG. n: YKK020 SHEET: is Page 19 a119