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RECEIVED JUN 2 - 2021 of St.Lucie Gouht}+ YKK AP AMERICA INC. Tj YKK a p Puip" SERIES YHS 50 F/ STOREFRONT v 11.YD 2911—SERSCA OUTSIDE GLAZED - HVHZ IMPACT RATED PH:I°TRIZn-TOSS AMa678,038601 INSTALLATION NOTES: 1. SEE SHEET 9 FOR ANCHOR TYPE REQUIREMENTS,MINIMUM µ� EMBEDMENTS,AND MINIMUM EDGE DISTANCES.ALL ANCHOR MISSILE LEVEL E IMPACT RATED In z REQUIREMENTS MUST BE ADHERED TO.ANY DEVIATIONS FROM O ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND APPROVAL. G: FO Z 2. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR a8 LOCATION SHOWN. OC o o W o F 7P 3.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT GENERAL NOTES: ? w \a INSTALLATION. TABLE OF CONTENTS z a .�'� 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND w 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA SHEET REVISION SHEET DESCRIPTION t~—, Q i TOLERANCE OF t1/21NCH OF THE DEPICTED LOCATION IN THE BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF EVALUATED ACCORDING TO THE FOLLOWING: 1 A INSTALLATION&GENERAL NOTES REMARKS BY DATE TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE • TAS 201-94 A-FBC CODE UPDATE RV o7.T].F7 INSTALLATION ANCHOR TO THE NEXT. TAS 202-94 2 - ELEVATION&ANCHOR LAYOUT r TAS 203-94 3 A LMI GLAZING DETAILS S.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD AAMA 501-05 #: BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 ASTM E1886-05 4 _ HEAVY MULLION TABLES INCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. ASTM E1996-06 SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR 5 - TYPE A&B ANCHOR TABLES ws uM N ......v.. of u BF REaaODOCED IN WNOtF OaaMT C BETTER. 2.ADEQUACY FRAMING OAND METAL STUD FRAMINGXISTING CONCRETE/MASONRY, 6 - TYPEC&DANCHOR TABLES —OUT WRITTEN N%HOFBOaDINGDRDRS,IS 2%FRAMING AND METAL STUD FRAMING AS A MAIN WIND —INGSIO THIS D CIUM,HlMEN TINQMITTED R MMRINGSTO THIS DOCOM R CERTI NOT PERMITTED AND - 6.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 7 _ DOOR MULLION TABLE FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION Digitally signetl 1171 nCAn Norero,P.E VENEER,AND SIDING. IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 8 - DOOR MULLION TABLES(1) f�4 RODsoD:l 11S ro g hi ment t RECORD FOR THE PROJECT OF INSTALLATION. 9 - VERTICAL SECTIONS&ANCHOR DESCRIPTIONS Date:2QlY�1 Q. D0 e ' 7.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE �• MADE OF CORROSION RESISTANT MATERIAL OR HAVE A 3. 1%AND 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND 10 - HEAVYMULLION HORIZONTAL SECTIONS ��� •. 'Q �� CORROSION RESISTANT COATING. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE �: ;O STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE 1 11 - COMPONENTS&BILL OF MATERIALS 8.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE FOR THE PROJECT OF INSTALLATION. IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR INSTRUCTIONS FOR USE: T T JOINT INTO FACE SHELL OF BLOCK. 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC i O,C •.•C P;: AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON 9 INSTALLATION ANCHORS WITH ANCHOR MANUFACTUREL BE R'S INSTALLATON IN ACCORDANCE SITE.IF SITE CONDITIONS CAUSE INSTALLATION INSTRUCTIONS, FROM THE REQUIREMENTS DETAILED HEREIN,A LIOCENSEDTE WIND VELOCITY,ASCE 75TANDARDLDG,HEIGHT,WIND ZONE USING APPLICABLE /ass/ONAL AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 2. SEE CHART ON SHEET 3 FOR DESIGN LOAD CAPACITY OF Nme�kl W{ SFA.L�.L RORDA PM No Ta1NS STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY DOCUMENTS FOR USE WITH THIS DOCUMENT. DESIRED GLASS SIZE. 131 DROPS.INC THE ANCHOR MANUFACTURER. 3. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT 398 L D ffA R /319 Ill S.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON USING CHART ON SHEET 4 FOR STORE FRONT MULLION AND RE Crag OfwTRHOI naoJNao M N.2aaTa 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.SEE SHEETS 7&8 FOR DOOR MULLION,THE CAPACITY SHOULD FL#: BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING SHEET 3 FOR GLASS TYPE. EXCEED THE DESIGN LOAD, F L142 H PROPERTIES: 4. USING CHARTS ON SHEETS S&6 SELECT ANCHOR OPTION WITH E A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 6.STOREFRONT FRAME MATERIAL:ALUMINUM 6063-TS DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 _ B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. ABOVE. DATE: 11.23.16 C. MASONRY-CMU UNIT STRENGTH CONFORMSTO ASTM C-90, 7.ALLSTRUCTURAL MATERIALS&DISSIMILAR METALS SHALL BE S. THE LOWESTVALUE RESULTING FROM STEP 2,3 AND 4 SHALL WITH MIN.COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT PROTECTED,TREATED,PAINTED,COATED,AND/OR ISOLATED AS APPLY TO ENTIRE SYSTEM. DWG.BY: CHK.BY: .E CONFORMSTOASTM C476,MIN.GROUT COMPRESSIVE REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT LMS HFN STRENGTH OF 2000 PSI. FLORIDA BUILDING CODE AND REFERENCED DESIGN SCALE: NTS D. STEEL-MINIMUM YIELD STRENGTH OF 36 KSI.MINIMUM 12 SPECIFICATIONS. GA.WALL THICKNESS. DWG•#: YKK191 E. STEEL-MINIMUM YIELD STRENGTH OF 36 KSI.MINIMUM 18 8.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS GA.WALL THICKNESS WITH 2X WOOD BACKING. CHARTS.SEE SHEET 3 FOR GLAZING DETAIL. SHEET: F. ALUMINUM-MINIMUM 1/81NCH THICK 6063-TS ALUMINUM, n )(JI OF 11 _ MAX.DLO I SEE SHEETS rl4uality p inSpiR s" A C D 9 9 9 I YKKAPAMERICA 1339 HWYdal BYP855 DNBIIN,GEORG.33031 PH:14781177.19S5—(678)938£m1 F_____ MAX. FRAME 10 I // 2 °a0 0 TaI� cc HEIGHT MAX.DLO H / a Z> b M e SEE SHEETS SEE SHEET 3 10 I / ti ti o m m a m 4,7,8 / h� co Zss� wQ �W m I \\ z Ka Q REMARKS BY DATE MAX.MULLION SPACING, . SEE SHEETS ELEVATION 4,7,8 SEE SEPARATE DOOR APPROVAL FOR DOOR TYPICAL YHS 50 FI STOREFRONT RATING 8 DETAILS, n D w LOWER DESIGN PRESSURE FROM STOREFRONT OR nNDsx4uNor ee RfPRDDua wno¢oR PnRr DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. wMDUwRnENconsENoi9unDINCURDPS,Inc 12" 12" lZ" l Z" AIrEMnanS,BDOCUM.xlDtNGHNNc,oRD IR MM4NGSTo THG DOCOMEMMf NOT PFRMRiED fD NID 3„ �lllllllf!!! . - S 1.MAX. i * 7 O OM CORNERS ----- ";'�NNC..RS,TYPE A,B,C OR D 'fl T T IY 44, ----- ; � . SEE TABLE I / SEE SHEETS 5 8 6 FOR QUANTITIES AND BELOW i // SHEET 9 FOR DESCRIPTION m MUNG DROPS.WC 3Ye O D,van f3E.4a Bl /139 / NIU HEADH,R FHPE mar.a amOfdUnoN N.29333 JAMB ANCHOR SPACING I/ ANCHORS,TYPE A,B.C OR D SEE SHEETS 5$6 FOR QUANTITIES AND FL#: ANCHOR TYPE MAX.SPACING MAX.DP I\\ SHEET 9 FOR DESCRIPTION F L1421 S - A OR B 18.75" 65 PSF I \ CORD 13" I „ . , . DATE: 11.23.16 A OR B 13.5" \ DWG.BY: CHK.BY: so PSF I ` — LMS HFN CORD 9.375" L ———— SCALE: NTS DWG.#: YKK191 e ` /FOR DOOR ADJACENT 3 13 Y2 13I 3 3 SHEET: TYPICAL ANCHOR LAYOUT MULLION ANCHOR REQUIREMENTS SEE SHEETS 788 OF 11 = GLASS TYPES YKK GLASS LOAD CAPACITY(PSF) GLASS LOAD CAPACITY(PSF) LARGE MISSILE IMPACT _ Quality H _ DAYLIGHT GLASSTYPE DAYLIGHT (ti5(SQf05 OPENING(IN) A OPENING(INJ GLASS TYPE A YKKAPAMERICA 1229 HWY 441 BYPASS DLO DLO EXT. INT. DLO DLO EXT. INT. DUBLIN,GEORGIA 31021 WIDTH HEIGHT (+ -) WIDTH HEIGHT (+) (- PH:14 7 812 71-1B55 FM:(678183-1 27.5 70.0 90.0 1 27.5 70.0 90.0 1 W 33.5 70.0 90.0 1 33.5 70.0 90.0 Z m 39.5 70.0 90.0 39.5 70.0 90.0 h vi 3 45.5 70.0 91.0 45.5 70.0 90.0 a0 ^3 e S 54.375 90.375 Z o m .g 51.5 70.0 90.0 51.5 70.0 90.0 1-5/16"O.A.INSULATED LAMINATED ALUMINUM BOX SPACER: O 0 S a A 57.5 70.0 90.0 57.5 70.0 90.0 GLASS CONSISTING OF: AROUND THE PERIMETER OF THE z (7 63.5 70.0 90.0 63.5 63.4 81.5 1/4"TEMPERED GLASS, GLASS. LLnn� 69.5 70.0 9EO 69.5 57.9 74.5 7/lfi"AIR SPACE, PRIMARY SEALANT: 2 1- L7 y 3 27.5 70.0 90.0 27.5 70.0 90.0 1/4"HEAT STRENGTHENED GLASS, POLYISOBUTYLENE(PI B). 5.Ln j& 33.5 70.0 90.0 SECONDARY SEALANT:33.5 70.0 90.D 0.180"SENTRYGLAS BY KURARAY, CC39.5 70.0 90.0 39.5 70.0 90.0 Do SILICONE INTENDED FOR C] FORMERLY KNOWN AS SGP BY DUPONT, - Z o a FABRICATION OF INSULATED GLASS 45.5 70.0 90.0 41.5 70.0 90.0 EXTERIOR 1/4"HEAT STRENGTHENED GLASS UNITS. 51.5 70.0 90.0 51.5 70.0 90.0 •• a 60.375 96.375 INTERIOR P! "� F Q a 57.5 70.0 90.0 57.5 70.0 90:0 26 DOW CORNING _ 63.5 70.0 90.0 63.5 63.4 91.5 995 REMARKS BY DATE 69.5 70.0 90.0 66.5 60.5 77.8 9/16" A-FBC CODE UPDATE RV 07.12.17 't 27.5 70.0 90.0 27.5 70.0 90.0 GLASS 33.5 70.0 1 90.0 33.5 70.0 90.0 BITE 39.5 70.0 90.0 39.5 70.0 90.0 45.5 70.0 90.0 45.5 102.375 70.0 90.0 23 Hun A P 66.375 9 µpSHALL xOT BE REIROOUCFOIN WHOLE ORPMT 51.5 70.0 90.0 51.5 70.0 90.0 57.5 70.0 90.0 57.5 70.0 90.0 �+' 24 T WUTio°nirom.nF°oi IT o�xFs HlcnILYY usriinc aR�oTnu MARKINGS T°7HH°°LAMENT ARE NOT PELLA-DAND 63.5 63.4 81.5 63.5 63.4 81.5 GLAZING DETAIL A EERTNIfATI°"- 69.5 63.5 81.6 27.5 70.0 90.0 \\lllllll/// 27.5 70.0 90.0 33.5 70.0 90.0 (WET GLAZED) \�\\\�S F. p////�� "s 33.5 70.0 90.0 39.5 70.0 90.0 t 39.5 70.0 90.0 45.5 108.375 70.0 90.0 •NOTE: Z�;' % 45.5 72 375 70.0 90.0 51.S 70.0 90.0 1. GLASS CAPACITIES ON THIS SHEET ARE 51.5 70.0 90.0 57.5 70.0 90.0 BASED ON ASTM E1300-04(3 SEC.GUSTS)AND *. *• '• 57.5 70.0 90.0 6 ..5 66.5 85.5 CHAPTER 17 OF THE CURRENT FBC FOR SIZES 63.5 63.4 81.5 27.5 70.0 90.0 OTHER THAN TESTED. 2(/ 1. 69.5 57.9 74.5 33.5 70.0 90.0 2. SETTING BLOCK DUROMETER HARDNESS OF O •.� ( �,� 4/ 70.90(SHORE A)AS REFERENCED IN CHAPTER D.L.O. D.L,O. ...........• �Z i 27.5 70.0 90.0 39.5 114375 70.0 90.0 24 WIDTH WIDTH ��4�`rs/pNAt 33.5 70.0 90.0 45.5 70.0 90.0 3. SETTING BLOCKS TO BE LOCATED AT 114 SPAN 4111 \ _ 39.5 70.0 90.0 51.5 70.0 90.0 LENGTH FOR GLASS WIDER THAN 36"AS PER xEwLlddL6,1�L\\ 45.5 70.0 90.0 57.5 70.0 90.0 CHAPTER 24. F'BUIL'A a DRGOPS.INCCe 78.375 4. D.L.O.MAY NOT EXCEED MAX DIMENSIONS IN saB E DANIA'BEACH BLVD./se 51.5 70.0 90.0 OANIA BEACH.FL 3]004 GLASS CHARTS FOR GLASS TYPE. FBPE MT.OF AUTH0IMTRl2 Na 29578 57.5 70.0 90.0 FL#: = 6 .5 .4 .5 FL14218 't 699 57 74 .5 57.9 74.5 ' 27.5 70.0 90.0 33.5 70.0 90.0 D.L.O. A A�/� DATE: 11.23.16 39.5 70.0 90.0 HEIGHT �i//,/ %�j% DWG. S CHKHFN 45.5 70.0 90'0 Ba.37s NTS 51.5 70.0 90.0 SCALE: 57.5 70.0 90.0 DAYLITE OPENING DIMENSIONS: 63.5 63.4 81.S DAYLITE OPENING WIDTH: DWG•N: YKK191 69.5 57.9 74.5 NOMINAL PANEL WIDTH-2.500' SHEET: DAYLITE OPENING HEIGHT: FRAME HEIGHT-5.625• NN���I O F 11 MULLION LOAD TABLES YKK HEAVY CONFIGURATION insp�I m-. - ires YKK AP AMERICA 1229 HWY 4 1 BYPASS DUB UN,GEORGIA31021 PH:I<70)277.195S FA I:I678I838 6001 W Z gg DESIGN LOAD CAPACITY-PSF Z GO Y NOMINALDIMS. HEAVY MULLION-Ml o w Loss q 6 7 3 h0� o�oo ME WIDTH(W) HEIGHT EXT.(+) INT.(-) 1 >BA~1 =a 4 x ED 72 96 70.0 90.0 5 > GO 69 102 70.0 90.0 Z /a 66 lag 70.0 90.0 ,;i <a `\® _ 63 114 70.0 90.0 Q a 60 1 120 70.0 1 90.0 REMARKS BY DATE HEAVYJAMB-Jl HEAVY MULLION-Ml HEAVY JAMB-J2 AND SHALL NOT BE REPRODUCED IN WHOLE OR PARTNC WITHOUT WRTTTEN CONSENT OF BUILDING DROPS.INQ ALTFWIONS,ADDITIONS,HIGHLIGHTING,OR OTHER HEAVY CONFIGURATION NURRINGS TO INVA11 DOCUMEN TAARENOi EOAND UDATf OUR CERTIFICATION, ```111lllllf f///// F. O f KLL O FRAME HEIGHT - T T :1�//�i�sS�ONA % HEAVY HEAD HERui!slkl pldEhb.1�SE F1.DID0A P.E.N.73M BU81MN0 ORCM NO 30 E ONGA BEACH BL%U/WS DANIA BEACL FL 30000 - I I F13PE MT.OF AOTHOWSA11C6 Na 29337E FL14218 DATE: 11.23.16 WIDTH(W) = W2 Z W3 G B (MULLION) LMS .B DWG. Y: Y CHK.B : FN SCALE: NTS DwG3a: YKK191 SHEET: 7f OF 11 ANCHOR TYPE 'A & B' TABLES �p Quality _ D inspires YKK AP AMERICA 1229 HWY.1 BYPASS DUBLIN,GEORGIA 31021 ANCHOR LOAD CAPACITY-PSF ANCHOR LOAD CAPACITY-PSF ANCHOR LOAD CAPACITY-PSF PH:I478IDJd955 FAX:I67BI838bm1 E7(T.-)&INT.I-) EXT.I•)&INT.I-) EXT.(+)&INT.I' ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS NOMINAL DIMS. NOMINALDIMS. NOMINALDIMS. ti Z TYPE'A' TYPEW TYPEW TYPE'B' TYPEW TYPE WIDTH FRAME WIDTH FRAME WIDTH FRAME A2 Al ez 83 A2 A3 a4 B2 B3 Az A3 Aa 62 B3 ANCHORS TYPES: SEE SHEET 9 FOR DESCRIPTION a Q 1! W HEIGHT W HEIGHT (WI HEIGHT G e V 9D.0 90.0 90.0 90.o 30,0 90.D 9D.0 9o.0 90.0 90.0 3o.o 90.0 90.0 90.o 90.0 90.0 C) m r $ A2 = (2)ANCHORS TYPE'A'ATIAMB OR EACH SIDE OF MULLION O 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 33,0 90.0 90.o 90.0 90.0 90.0 = V f T 9o.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.0 36.0 9D.o 90.0 90.o 90,D 9D.o A3 = (3)ANCHORS TYPE W ATIAMB OR EACH SIDE OF MULLION o W z t0 s m a P' A4 = (4)ANCHORS TYPE W AT JAMB OR EACH SIDE OF MULLION 90.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 39.0 9D.0 90.0 90.0 90.0 90.0 Ln O O o z`o m 90.0 90.0 90.0 90.0 42.0 90.0 9o.D 90.0 90.0 90.0 42.D 87.9 90.0 90.0 90.0 90.0 B2 = (2)ANCHORSTYPE'B'ATJAMBOR EACHSIDEOF MULLION >vI ¢90.0 90.0 90.0 90.0 45,0 90.0 90.0 90.0 90.0 900 45.0 82.1 90.0 90.0 90.0 90.0 B3 = (3)ANCHORS TYPE'B'AT JAMB OR EACH SIDE OF MULLION w m 90.0 90.0 90.0 90.0 48.0 90.0 90.0 90.0 90.0 9o.0 48.0 108.0 76.9 90.0 90.0 87.7 9D.0 m 51.0 72.0 90.0 90.0 90.0 913.0 51.0 90.0 86.9 90.0 90.o 90.0 90.0 51.0 1 72.4 90.0 90.0 82.5 90.0 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION ¢ a 54.0 90.0 90.0 90.0 90.0 54.0 82.1 90.0 90.0 90.0 90.0 54.0 68.4 90.0 90.0 77.9 90.0 •. � ¢ 57.0 90.0 90.0 90.0 90.0 57,0 77.8 9060 90.0 88.6 90.0 57.0 64.8 90.0 90.0 73.8 90.0 F 60.0 90.0 90.0 90.0 90.0 60.0 73.9 Woo 90.0 84.2 90.0 60.0 61.6 90.0 90.0 70.1 90.0 I I 1- ¢ D- 63.0 87.9 90.0 90.0 90.0 63.0 70.3 9o.0 90.0 80,2 90.0 63.o SEA 87.9 90.0 66.8 90.0 II`I'�f-7rll- 66.0 83.9 90.0 90.0 90.0 66.0 67.2 90.0 90.0 76.5 90,0 66.0 56.0 83.9 90.0 63.8 90.0 REMARKS BY DATE 69.0 76.9 90.0 87.7 90.0 72.0 61.6 90.0 90.0 70.2 90.0 30.0 90.0 9o.o 90.0 9o,0 90.0 S 72.0 76.9 90.0 87.7 90.0 72.0 61.6 90,0 90.0 70.2 1 90.0 33.0 90.0 90.0 90.0 90.0 90.0 30.0 90.0 90.0 1 9060 90.0 30.0 90.o 9o.o 90.0 90.0 1 9000 36.0 90,o 90.0 90.0 90.0 90.o 3360 9000 90.0 1 9060 9060 33.0 9060 9D.0 90.0 90.0 1 9060 39,0 89.7 90.0 90.0 90.0 90.0 I I II II I I I '-I 36.0 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.0 42.0 83.3 90.0 90.0 90.0 90.0 � � 3"-IF-3" 3"-I I^3" 3N 311 3N 31, 3,1 3 5 39.0 90.0 90.0 90.0 90.0 39,0 9060 9060 90.0 90.0 90.0 45.0 7748 90.0 90,0 88.6 90.0 � � G •m 114.0 ANDRNAILNOT BE REPRODUCED IN WHOSE ORPART 42,0 9o.0 90.0 90.0 90.0 42.0 90,0 90.0 9o.0 90.0 90,0 48.0 72.9 90.0 90.0 83.1 90.0 1.5.1 1.5" 1.5" 1.5" 3� 3 WRHOUE WRIREN mNSEM OF BUDDING DRDPS,INO 45.0 90.0 90.0 90.0 90.0 45,0 90.0 90.0 90.0 175.290oO 0 51.0 68.6 90.0 90.0 7862 90.0 1.5° 1.S° Al1f GSTOTH0D UMENIAIMNOVIO,OR OVDA MANJNGS TOTXD DOCUMFM ARL NOI PERMIETEO AND 48.0 90.0 90.0 90.0 9o.o 48,0 86.6 90.0 90.0 0 54.0 64.8 9D.D 90.0 73.8 90.0 A2_B2 A3_B3 A4 NvuiDATE ouRaRnFlunoN. 51.0 78.0 90.0 90.0 90.o 90.0 51,0 96.0 81.5 90.0 90.0 0 57.0 6164 90.0 90.0 70,0 90.0 \3111111111/// 57.0 89.7 90.0 90.0 90.0 57.0 - - - 0 63.0 55.5 83.3 90.0 63.3 90.0 \\\_n�s F. \ 2 60.0 85.2 90.0 90.0 90.0 60.0 69.2 9060 9D.0 0 30.0 90.0 90,0 9o.0 9o.0 90.0 ���`(`� , ••\`.CN'��i 63.0 81.2 90.0 90.0 90.0 63.0 66.0 90.0 90.0 0 33.0 90.0 90.0 90.0 90.0 90.066.0 775 900 883 90.0 66.0 630 900 900 0 36.0 90.0 90.o 90.0 90.0 90.0 769.0 74.1 90.0 84.5 90.0 69.060.2 90,0 90.0 0 39.0 85.2 90.0 90.0 90.0 90.0 72,0 71.0 90.0 80.9 90.D 72,0 57.7 86,6 90.0 65.8 90,0 42.D 79.1 90.0 90.0 90.0 90.0 =v� T T 30,0 90.0r!q.-'--.o-o 90.0 90.0 30.0 90.0 90.0 90.0 90,0 90.0 45.0 120.0 73.9 90.0 90.0 84.2 90.0 33.0 90.0 90.0 90.0 33.0 9U.0 9D.0 9000 90.0 9060 48,0 69.2 90.0 90,D 78.9 90.0 tu �,C.•••. P - 36.0 9000 9060 90.0 36.0 9o.0 90.0 90.0 9060 90.0 51.0 65.2 90.0 90.0 74.3 90.0 FRAME FS••,.•„•,.,' �\ HEIGHT �O E \ 39.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 54.0 61.6 90.0 90.0 70.2 90.0 / ///1/1 RS NA1. ?\\\ 42.0 90.0 90.0 90.0 42.0 90.0 90.0 90.0 90,0 90.0 57.0 58.3 87.5 90.0 66,5 90.0 i��� j� / AlddE�.1�.E 45.0 90.0 90.0 90,0 45.0 86.9 90.0 90.0 90.0 90.0 60.0 56.4 83.1 90.0 63.1 90.0 ROIDOA P.D ND 75770 48.0 90,o 9D,0 90.0 4860 - - - - - DANIABUILDIN EAD BS.INC 302.0 ]9B E DANIA BEAW BLVD./338 _ 53.0 64.0 90.0 90.0 90.0 51.0 7fi7 900 900 874 9(10 D'WA BFAa'nF13PE OEAT.OF AUTHORRATON ND,3Y878 4.0 87.9 90.0 90.0 54.0 72.4 90.0 90.0 8265 90.0 c 57.0 83,3 10.0 90.0 57.0 - 68,6 90.0 90.0 78.2 9060 FL#: y:. 60.0 79.1 toff-90.0 9o,D 60.0 65.2 90.0 90.0 74.3 90.0 1 FL14218 63.0 75.4 90.0 85.9 90,0 630 62.1 90,0 90.0 70.7 90,0 TII 66.0 71.9 90.0 82.0 90.0 66.0 59.3 88.9 90.0 67,5 90.0 Wl W2 W3 DATE: 11.23.16 69.0 68.8 90.0 78.4 90.o 69.0 56.7 85,0 90.0 64.6 90.0 72,0 66.0 90.0 75.2 90.o WIDTH(W) = WS(JAMB) DWG.BY: CHK.BY: LMS HFN W2+W3 SCALE: NTS G WIDTH(W) = (MULLION) 2 DWG.#: YKK191 SHEET: e OF 11 YKK ANCHOR TYPE 'C & W TABLES aa„B,;ry P insperes ANCHORS TYPES: SEE SHEET 9 FOR DESCRIPTION YKK AP AMERICA ANCHOR LOAD CAPACITY ANCHOR LOAD CAPACITY ANCHOR LOAD CAPACITY C2 = 2 ANCHORS TY ' ' IAMB OR EACH SIDE OF MULLION 1229NWYG6IBYI-S 3 A CHORS TYPE'C'AT JAMB OR EACH SI LLI DUBDN,GfORG1A31021 EAT.(+)&INT.(-) EXT.(.)&INT.(-) EAT.(.I&INT.(-) C - A ORS TYPE'C'A B EAC IDE OF MULLIO PH:1478I277-19S5 FAX:16781838fiW1 NOMINALDIMS, ANCHORSTYPE'C ANCHORSTYPE'D' NOMINALDIMS. ANCHORSTYPE'C ANCHORS TYPE'D' NOMINALDIMS. ANCHORSTYPE'C ANCHORSTYPE'D' CS = (5)ANCHORS TYPE'C'ATIAMBOR EACH SIDE OFMULLION WIDTH FRAME WIDTH FRAME WIDTH FRAME ti Z m C2 C3 C4 CS D2 D3 D4 C2 C3 c4 CS D2 D3 D4 DS C2 C3 C4 CS D2 D3 D4 D5 pj = ORS TVPE'D'AT J F MU N L.T W HEIGHT WI HEIGHT (W) HEIGHT , Y 30.0 90.0 90.0 90.0 90.0 90.0 90.0 90,0 30.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 83.8 90,0 90.0 90.0 90.0 90.0 90.0 90.0 D3 = 3 AN T JA B REACH IDE OF MULLIO Q 3 33,0 90.0 90.0 90.0 90.0 90.0 90,0 90.0 33,0 89.3 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 74.4 90.0 90.0 90.0 83.9 90.0 90,0 90.0 D4 = 4 A CHORS TYPED'ATJAMB OR CH$ID OF M L 2 o CI 4 < CIS =(5)ANCHORS TYPED'AT IAMB OR EACH SIDE OF MULLION p = p $s 36,0 90.0 90.0 90.0 90.0 90.0 90,0 90.0 36.D 81.8 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 68.2 90.0 90.0 90.0 76.9 90.0 90.0 90.0 - 39.0 900 900 900 90.0 90.0 90.0 90.0 39.0 75.5 90.0 9060 90.0 85.2 9D.o so.D 90.0 3s.o 62.9 90.0 90.0 9D.a 71.0 9D.o 90.0 9D.o ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION o w ¢ Z s3 IS 42.0 87.7 90.0 90.0 90.0 90.0 90.0 90.0 42.0 70.1 90.0 90.0 90.0 79.1 90.0 90.0 90.0 42.0 58.4 87.7 90.0 90.0 66.0 90.0 90.0 9040 p 0 3 45.0 81.8 90.0 90.0 90.0 90.0 90.0 90.0 45A 65.5 90.0 90.0 90.0 73.9 90.0 90.0 90.0 45.0 54.5 81.8 90.0 90.0 61.6 86.6 90.0 90.0 a h 7 o 48.0 76.7 90.0 90.0 90.0 86.6 90.0 90.0 4. 61.4 90.0 90.0 90,0 69.3 90.0 90.0 90.0 48.0 108.0 51.1 76.7 90.0 90.0 57.7 86.6 90.0 90.0 Iy 0D m 51.0 72.0 72.2 90.0 90.0 90.0 81.5 90.0 90.0 1.0 90.0 57.8 86.6 .D 90,0 65.2 90.0 90.0 90.0 51.0 48.1 72.2 90.0 90.0 54.3 81.5 90.0 90.0 j m 57.0 68.2 90.0 90.0 90.0 76.9 90.0 90.0 54.0 54.5 81.8 90.0 90.0 61.6 90.0 90.0 90.0 UFFFF 54.0 43.1 68.2 86.1 9LO 48.6 72.9 90.0 90.0 I I I I W j Q /a 57.0 64.6 90.0 90.0 90.0 72.9 90.0 90.0 57.0 51.7 77.5 90.0 90.0 58.3 87.5 90.0 90.0 57.0 43.1 64.6 86.1 90.0 48.6 72.9 90.0 90.0 TTITI_IITTT TTTTFII IFTTrrITf- /\ 50.0' 61.4 90.0 90.0 90.0 69.3 90.0 90.0 60.0 49.1 73.6 90.0 90.0 55.4 83.1 90.0 90.0 ED 40.9 61.4 81.8 90.0 46.2 69.3 90.0 90.0 I II IIII IIII II II *3" 63.0 58.4 87.7 90.0 90.0 66.0 90.0 90.0 63.0 46.8 70.1 90.0 90.0 52.8 79.1 90.0 90.0 63.0 3go--- 58.4 77.9 90.0 44.0 66.0 87.9 90.0 � 3"- F^3" 3"66.0 55.8 83.7 90.0 90.0 63.0 90.0 90.0 66.0 44.6 66.9 89.3 90.0 50.4 75.5 90.0 90.0 66.0 37.2 55.8 74.4 90A 42.0 63.0 83.9 90,0 3" 3" 3n 3n 369.0 53.4 60.0 90.0 90.0 60.2 90.0 90.0 69.0 42.7 64.0 85.4 90.0 48.2 72.3 90.0 90.0 30.0 77.5 90.0 90.0 90.0 67.5 90.0 90.0 90.0 15" 15" 15" 15" " REMARKS BY DATE 72.0 51.1 76.7 90.0 90.0 57.7 86.6 9D.0 72.0 40.9 61.4 81.8 90.0 46.2 69.3 90.0 90.0 33.0 70.5 90.0 90.D 90.0 79.5 90.0 90.0 9D.0 " 30.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 90.0 9040 90.0 90.0 90.0 90.0 90.0 90.0 36.0 64.6 90.0 90.0 90.0 72.9 90.0 90.0 90.0 C� C3,D3 C4_D4 _ 33.0 90.0 90.0 90.f1 90.0 90.0 90.0 90.0 33.0 83.7 90.0 90.0 90.0 90.0 90.0 90.0 90.0 39.0 59.6 89.4 90.0 90.0 67.3 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 76.7 90.0 90.0 90.0 86.6 90.0 90.0 90.0 42.0 55.4 83.0 90.0 90.0 62.5 9040 90.0 90.0 i 39.0 87.1 90.0 90.0 90.0 90.0 90.0 90.0 39.0 70.8 90.0 90.0 90.0 79.9 90.0 90.0 90.0 45.0 51.7 77.5 90.0 90.0 58.3 87.5 90.0 90.0 114.0 42.0 80.9 90.0 90.0 90.0 90.0 90.0 90.0 42.0 65.7 90.0 90.0 90.0 74.2 90.0 90.0 90.0 48.0 48.4 72.7 90.0 90.0 54.7 82.0 90.0 90.0 N H DxoD ry o 45.0 75.5 90.0 90.0 90.0 85.2 90.0 90.0 45.0 61.4 90.0 90.0 90.0 69.3 90.0 90.0 90.0 51.0 45.6 68.4 90.0 90.0 51.5 77.2 90.0 90.0 ITHOMAHD LLNOiN CONSENT OF BINDING DORPMT WITHOUT WRITTEN DONSENTOE fiDIl01HG DRODS.INC 48.0 70.8 90.0 90.0 90.0 79.9 90.0 90.0 48.0 57.5 86.3 90.0 90.0 64.9 90.0 90.0 90.0 54.0 43.1 64.6 86.1 90.0 48.6 72.9 90.0 90.0 AITfRATIONE,AUDITIONS,HIGHLIGHTING,OR OTHER MARRINGSTO THIS DOCUMENT ARE NOT PER MMED AND 51.0 78.0 66.6 90.0 90.0 90.0 75.2 90.0 90.0 51.0 96.0 S4.1 81.2 90.0 90.0 61.1 90,0 90.0 90.0 57.0 40.8 61.2 81.6 90.0 46.0 69.1 90.0 90.0 RTNlunon. AUDATE ouR CE 54.0 62.9 90.0 90.0 90.0 71.0 90.0 90.0 S4.0 51.1 76.7 90.0 90.0 57.7 86.6 90.0 90.0 60.0 38.8 58.1 77.5 90.0 43.7 65.6 87.5 90.0 3 -3 1-3 3" 3" {{Iilllf 57.0 59.6 89.4 90.0 90.0 67.3 90.0 90.0 57.0 48.4 72.7 90.0 90.0 54.7 82.0 90.0 90.0 63.0 36.9 55.4 73.8 90.0 41.7 62.5 83.3 90.0 3" 60.0 56.6 85.0 90.0 90.0 63.9 90.0 90.0 60.0 46.0 69.0 90.0 90.0 51.9 77.9 90.0 90.0 30.0 73.6 90.0 90.0 90.0 83.1 90.0 90.0 90.0 3.. F' Q 63.0 53.9 80.9 90.0 90.0 60.9 90.0 90.0 63.0 43.8 65.7 87.7 90.0 49.5 74.2 90.0 90.0 33.0 66.9 90.0 90.0 90.0 75.5 90.0 90.0 90.0 1.5" 1.5" ��`(G�.•'•••�• ••�,P � 66.0 51.5p7i t. 90.0 90.0 58.1 87.2 90.0 66.0 41.8 62.8 83.7 90.0 47.2 70.8 90.0 90.0 36.0 61.4 90.0 90.0 90.0 69.3 90.0 90.0 90.0 C5,D$ Q 69.0 49.3 90.0 90.0 55.6 83.4 90.0 69.0 40.0 60.0 80.0 90.0 45.2 67.7 90.0 90.0 39.0 56.6 85.0 90.0 90.0 63.9 90.0 90.0 90.0 7720 47.2 90.0 90.0 53.3 79.9 90.0 72.0 38.4 57.5 76.7 90.0 43.3 64.9 86.6 90.0 42.0 52.6 78.9 90,0 90.0 59.4 89.0 90.0 90.0 �. 30.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 86.6 90.0 90.0 90.0 90.0 90.0 90.0 90.0 45.0 120.0 49.1 73.6 90.0 90.0 55.4 83.1 90.0 90.0 33.D 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 78.8 90.0 90.0 90.0 88.9 90.0 90.0 90.0 48.0 46.0 69,0 90.0 90.0 51.9 77.9 90.0 90.0 36.0 87.7 90.0 90.0 90.0 90.0 90.0 90.0 36.0 72.2 90.0 90.0 90.0 81.5 90.0 90.0 90.0 51.0 43.3 65.0 86.6 90.0 48.9 73.3 90.0 90.0 ��0ff••.• 39.0 80.9 90.0 90.0 90.0 90.0 90,0 90.0 39.0 66.6 90.0 90.0 90.0 75.2 90.0 90.0 90.0 54.0 40.9 61.4 81.8 90.0 46.2 69.3 90.0 90.0 '••...••' 57. 45.0 70.1 90.0 90.0 90.0 79.1 90.0 90.0 45.0 57.8 86.6 90.0 90.0 65.2 90.0 90.0 90.0 60.0 36.8 55.2 73.6 90.0 41.6 62.3 83.1 -0.0 s/ANAL�'`?G\ 48.0 65.7 90.0 90.0 90.0 74.2 90.0 90,0 48.0 54.1 81.2 90.0 90.0 61.1 90.0 90.0 90.0 NFl�4-1 .73- 1D2.0 ilAWOA P.E.E N.737I8 51.0 84.0 61.9 90.0 90.0 90.0 69.8 90.0 90.0 53.0 51.0 76.4 90.0 90.0 57.5 86.3 90.0 90.0 FRAME Buuwc DROPS w0 _ 49e e.DUDA EIEAN MM f au 54.0 58.4 87.7 90.0 90.0 66.0 90.0 90.0 54.0 48.1 72.2 90.0 90.0 54.3 81.5 90.0 90.0 HEIGHT DANIA ffAa.133W4 57.0 55.4 83.0 90.0 90.0 62.5 90,0 90.0 57.0 45.fi fi8.4 90.0 90.0 51.5 77.2 90.0 90,0 ��� .���� ���� POPE T>•A7.a AOTHoerunoH xo mD7e _ 60.0 52.6 78.9 90.0 90.0 59.4 89.0 90.D 60.0 43.3 65.0 86.6 90.0 48.9 73.3 90.0 90.0 FL M 63.0 50.1 75.1 90.0 90.0 56.5 84.8 90.D 63.0 41.3 61.9 82.5 90.0 46.6 69.8 90.0 90.0 FL14218 goo 66.0 47.6 71.ffiO 90.0 54.080. 90.0 66.0 39.4 59.1 78.8 90.0 44.4 66.7 88.9 9069.0 45.7 68. 90.0 51.6 77.4 90.0 69.037.7 56.5 75.3 90.0 42.5 63.8 85.0 90.0 DATE: 11.23.16 72.0 43.8 65. 90.0 49.5 74.2 90.0 DwLMS cHKHFN --W1W2-�--W3� SCALE: CUTS WIDTH(W) = WI(JAMB) DWG•#: YKK191 WIDTH(W) = Wz 2 W3 (MULLION) SHEET: OF ll DOOR MULLION LOAD & ANCHOR TABLES Qualitp ANCHOR TOTAL NO.OF ANCHORS REQUIRED AT DOOR MULLION HEAD -' _ IImp.-S! TYPE AND SI U.BY DESI GN PRESSURE YKK APAMERICA 90 PSF 80 PSF 70 PSF 60 PSF 50 PSF NN 30 PSF 1319 HWv 441 BYPASS A 8 7 7 6 5 DUBLIN.GEORGIA 31021 B 7 7 6 5 4 PH:(4781277.1955 FAX:1678)B38fi 01 C 12 11 SO 8 7 YKK OUTSWING DOORS SEE SEPARATE APPROVAL lJ D 11 10 9 7 6 W E DOOR MULUON LOAD CAPACITY(PSF) /" "-'-�, y v� z 9 NOMINALDIMS. WITH STEELREINF. - ---- - - -- Q Q m FIIAME \\\ WIDTH 5 a (W) HEIGHT EXT.N Z I INT.I-) \ E I \ 4�j� 7 Z osu� 24 70.0 90.0 ES/ / \ I '-1 0 m' 30 70.0 90.0 36 70.0 90.0 FRAME r FRAME � j o Y DO 4x 102 70.0 90.0 HEIGHT I� '; HEIGHT I�� ;I % % Z w /a 48 70.0 (\ 54 70.0 60 1 70.0 1 90.0 - 24 70.0 90.0 \ � 30 70.0 90.0 REMARKS BY DATE 36 70.0 90.0 J�,- 5442 108 70.0 90.0 _ __ ___48 70.0 90.0 �--- - -- ===_ �_70.0 90.0 I W2 II Wl t �W1��W2 � 60 70.0 90.0 II'F ^tl M14 70.0 90.0 70.0 90.0 ANO SHALLNOTBEMPRODUCEDINWNOLE-1-Wl+W2 Wl W2 WDNOUTWRITTEN EDNSEM OFWHCURI- 70.0 90.0 WIDTH(W)= WIDTH(W)_ - +114 2 2 470.09o.DSINGLE DOOR DOUBLE DOOR 70.0 90.0 70.0 90.0DES F. 24 70.0 90.0 ANCHOR TOTALNO.OFANCHORS REQUIRED AT DOOR MULLION HEAD !: 30 70.0 90.0 TYPE AND SILL BY DESIGN PRESSURE YKK OUTSWING DOORS 36 70.0 90.0 90 PSF 80 PSF 70 PSF 1 60 PSF 1 50 PSF 40 PSF 30 PSF SEE SEPARATE APPROVAL 42 120 70.0 90.0 A 8 7 48 70.0 90.0 B 7 7 6 5 4 4 3 -11 54 70.0 90.0 C 12 11 30 1 8 1 7 6 1 4 60 70.0 90.0 D 11 10 9 1 7 1 6 5 1 4 ----------------- -------------- 7 16 HER A X- FLORIDA P.F.N,7577E BU4 DROPS.INC ]9B E DAMA BEAM BLVD.I]SE (1 DAIDA BEACH.M S.TOD4 FRAME FBPE MT.OF AUTHDRILVTTON No,71157E HEIGHT FL III: FL14218 �\ DATE: 11.23.16 DWG.BY: CHK.BY: \ LMS I HFN ------- WIDTH(W)= Wl+W2 SCALE: NTS DOOR MULLION � 2 SH ET: YKK191 WITH STEEL REINFORCEMENT Wl �-W2--- ' SINGLE DOOR WITH TRANSOM OF 11 DOOR MULLION LOAD & ANCHOR TABLES mc1p' (RS)}U6S• I fluatiry DOOR MULLION LOAD CAPACITY(PSF) DOOR MULLION LOAD CAPACITY(PSF) YKK AP AMERICA DUBLI UBLINWBYPASS ' N,GEORG IA 31031 NOMINALDIMS. WITH STEEL REINF. NOMINALDIMS. WITH STEEL REI NF. 16 PH:IA781277-1955 FAR:(67818386001 7 FRAME DOOR PANEL SIDELITE FRAME DOOR PANEL SIDELITE 4 ti N HEIGHT WIDTH-Wl WIDTH-W2 EXT.(i) INT.I-) HEIGHT WIDTH-Wl WIDTH-W2 EXT.(-) INT. (I N.) (I N.) (I N.) (I N.) (I N.) (I N.) mQ O Q $s o 30 70.0 90.0 30 70.0 90.0 O z p 3 5 N 36 36 70.0 90.0 36 36 70.0 90.0 W 0 0 m m a a 42 70.0 90.0 42 70.0 90.0 UT DC O o o 48 70.0 90.0 48 70.0 90.0 30 70.0 90.0 30 70.0 90.0 o jC1 m m 36 70.0 90.0 120 42 36 70.0 90.0 m 96 42 42 70.0 90.0 42 70.0 90.0 Z W `/// 4 \a 8 70.0 90.0 48 70.0 90.0 j Q 30 70.0 90.0 30 70.0 90.0 DOOR MULLION w \ 36 70.0 90.0 36 70.0 90.0 WITH STEEL REINFORCEMENT F Q a 48 42 70.0 90.0 48 42 70,0 90.0 48 70.0 90.0 44 70.0 90.0 REMARKS BY DATE 30 70.0 1 90.0 ANCHOR TOTAL NO.OF ANCHORS REQUIRED AT DOOR MULLION HEAD 36 70.0 90.0 TYPE AND SILL BY DESIGN PRESSURE 36 42 70.0 90.0 90 PSF 80 PSF 70 PSF 60 PSF SO PSF 40 PSF 30 PSF A 10 9 8 7 6 S 4 48 70.0 90.0 B 9 8 7 6 5 4 3 _ 30 70.0 90.0 C 19 13 11 10 8 7 S 36 70.0 90.0 D 13 12 10 9 7 6 S WNDSHALLNDT BE REPRODUCEDF L IN WHOLE OR 302 42 PMT 42 70.0 90.0 wDNDur WRITTEN CONSENT OF BUILDING DROPS,WC ALTUL TIONS•ADDHIONS.IRGNUGHTING,OR OTHFA RINGS TO TILLS DOCUMENT ARE NOT PEED AND - 48 70.0 90.0 0 TFOURCER NATION 30 70.0 90.0 YKK OUTSWING DOORS 48 36 70.0 90.0 -----� SEE SEPARATE APPROVAL \\\\\\1111FIN//////' az 70.0 90.0 DES O 48 70.0 90.0 30 70.0 90.0 Z O 36 36 70.0 90.0 _ * 7 42 70.0 90.0 _ £ 30 70.0 90.044/ 308 42 36 70.0 90.0 �0� ••••......•• ,(:�z 42 70.0 90.0 / � s`S/ONAIL. 48 70.0 90.0 FRAME \\\ 30 70.0 90.0 HEIGHT NmN�4)NIhhA��c 36 70.0 90.0 f j �� % FLOfW P.C.DDROPS. ale if I' N. DOOR Bunuwc DRros we 48 42 70.0 90.0 ,F 'i HEIGHT Iee E. DuuA euw eL ye 4B 70.0 90.0 I` / F➢PE=T nOF MTHO IZAnaN Na ueTB 3 70.0 90.0 \ % FL0• FL14218 36 366 70.0 90.0 42 70.0 90.0 / 48 70.0 90.o DATE: 11.23.16 30 70.0 90.0 _- ------ ---_--_--_- DWG.BY: CHK.BY: 114 42 36 70.0 90.0 _ ------"_--_ --- LMS HFN 42 70.0 90.0 48 70.0 90.0 W2 Wl SCALE: NTS 30 70.0 90.0 DWG.a: YKK191 48 az too eo.o DOUBLE DOOR WITH TRANSOM SHEET: - 48 70.0 90.0 0 OF 11 CONCRETE/MASONRY MIN.EDGE MIN.EDGE DISTANCE, �y/��q� BY OTHERS DISTANCE, SEE SPECS BELOW ' a TYPICAL INSTALLATION ANCHOR, SEE SPECS BELOW SEE SPECS BELOW WEBED N. 1 QUBVILy" j TYPICAL MIN.EDGE DISTANCE, CAULK BETWEEN 1 INSTALLATION .,SEE STEEL OR ALUM. ;r i IDSPdTES CONCRETE MASONRY&IX Ta 1 ANCHOR,SEEELOW STRUCTURE, SEE SPECS BELOW I / YKK AP AMERICA WOOD BUCK BY OTHERS - MIN.EMBEDMENT, SPECS BELOWBY OTHERS,SEE SPECS I1z9 Hwr aal BrPAss 1X WOOD BUCK - ' H 1�• SEE SPECS BELOWBELOW pM:l<]DUOUN,GEOR55 GIA 31011 BY OTHERS 2X WOOD BUCKS ORTYPICAL MIN.3 THREADS •I WOOD STRUCTUREINSTALLATION PENETRATION EXTERIOR FINISH j., ANCHOR,SEE Z BY OTHERS BY OTHERS SPECS BELOW h 3/8"MAX.SHIM PERIMETER H Fri PERIMETER SEALANT �,.FOR%6'ANCHORS, SEALANT PERIMETER 15 ti zBY OTHERS 2 m 1/4"MAX.SHIM BY OTHERSSEALANTTREMCO SPECTREM 15 FOR "ANCHORSMAX.SHIM BY OTHERS 3/8"MAX.SHIM C2 SILICON SEAL 8s'ANCHORS, FOR%fi'ANCHORS, h w -OVERALLANCHORS 8 JMAX.SHIM 8 1/4"MAX.SHIM v1 p g R o SEE GLAZING TREMCO SPECTREM FOR Y,"ANCHORS FOR Y4"ANCHORS O A OPTION SHEET 3 2 SILICON SEAL m FRAME EXTERIOR INTERIOR EXTERIOR OVER ALL ANCHORS INTERIOR EXTERIOR INTERIOR j HEIGHT /'�A VERTICAL SECTION C VERTICAL SECTION p VERTICAL SECTION W a <QQ 9 HEAD-CONCRETE/MASONRY W/1X BUCK 9 HEAD-WOOD FRAMING 9 HEAD-METAL SUBSTRATE ~ HEAVY CONFIGURATION TYPICAL INSTALLATION TYPICAL INSTALLATION REMARKS BY DATE I N PR p 0 0 IlN MPNO SHALLNOT BF RFPPODUCLD IN WHOLE OR pA1RNC WONWi W W REN CONSFNE OF BOLLOIHG D0.0P9,WG AIiEMTION9,ADON1ONi,NIG TW40R OlHEP YHS 50 FI ANCHOR TYPES MARMNGS TXR OO UMfHT ARF NO pERMRTEDN D INNA IDATEOURCTRTIA. 7. SUBSTRATE MIN. MIN. ANCHORTYPE ANCHOR DESCRIPTION EDGE NOTES REQUIREMENTS EMBEDMENT DISTANCE F, O 5/16-DIA.TAPCON BY ITW CONCRETE AT HEAD, (F-125 KSI,Fy=100 KSI) SILL OR JAMBS F'C= 1-3/4" 3° FOR USE ` (G , OR 3000 PSI MIN. THROUGH = O 5/16-°DAA,ULTRACON BY C-90 HOLLOW/FILLED OPTIONAL IX 7 ELCO BUCKS,BY - q BLOCK AT IAMBS F'M= 1" 3° OTHERS (Fu=177 KSI,Fy=155 KSI) 2000 PSI MIN. 5116-DIA ULTRACON BY O.A. PC-1424 ELCO MIN.S.G.=0.55 WOOD 1-1/2" �0 ~ FRAME #14 X 1-1/2" SEE GLAZING x` ./ '••cam HEIGHT (Fu=177 KSI,Fy=155 KSI) � � PHIS OPTION SHEET THREE STEELIN STEEL:12 GA MIN., THREADSS B 5/16"DIA.SELF-DRILLING Fy=36 KSI MIN . PENETRATION 3/4° CALUMNTACTOBIE �i EXTERIOR INTERIOR SCREWS(GIIADE S) ALUM.:1/B�MIN., H08yk/AMhIt*X_ e 13 6063-T5 MIN. PAST METAL PLATEDOR FLC=A P.E.N.737pB TREMCO SPECTREM STRUCTURE PAINTED 398 E�DA",BEACH BL D.i 33e 2 SILICON SEAL SLLNORIAMBSF'CD 1-3/4" 2-1/2" 1l4°DIA TAPCON BY ITW FOR USE OANUF BEACH.R 3]WR OVER ALL ANCHORS 14 3/8"MAX.SHIM (Fu=125 KSI,Fy=1D0 KSI) THROUGH FBPE C111T.OF AUTNa9v,na N.29378 /// 3000 PSI MIN. FOR$is°ANCHORS, OR C-90HOLLOW/FILLED OPTIONAL IX FL#: /8"DIA WEEPS TWO PER 15 114'OIA ULTRACON BY ELCO BUCKS,BYF L 14218 1/4"MAX.SHIM C (Fu-177 KSI,Fy=155 KSI) BIOCK00 PSI MS F'M= 1-3/4" 2-1/2" OTHERS LITE AT 8"FROM EACH FOR Y4"ANCHORS 2000 PSI MIN. r VERTICAL 1/4'DIA.ULTRACON BY ELCO (Fu-177 KSI,Fy=155 KSI) MIN.S.G.=0.55 WOOD 1-1/2° 1" - DATE: 11.23°16 PERIMETER SEALANT STEELIN DWG.BY: CHK.BY: BY OTHERS .+' '� STEEL'12 GA MIN., 3THREADS CONTACT WITH LMS HFN MIN.EMBEDMENT, 1/4"DIA.SELF-DRILLING F-36KSIMIN. PENETRATION D Y- 3/4" ALUM.TO BE TYPICAL INSTALL.ANCHOR,SEE :• �'• . SEE SPECS AT RIGHT D SCREWS(GRADE 5) ALUM.:118 MIN., PAST METAL PLATED OR SCALE: NTS L.ANCSPECS T RIGHT 6063-T5 MIN. STRUCTURE PAINTED 18 GA. IN STEEL DWG YKK191 _ CONCRETE/MASONRY MIN.EDGE DIST. E 1/4"DIA.SELF-DRILIING STUD,A.IN(SI MIN. 1-1/2°IN 1'IN BY OTHERS SEE SPECS AT RIGHT SCREWS(GRADE 5) WITH WOOD BACKING wao0 woo0 SHEET: g VERTICAL SECTION g C� SILL-DIRECT TO CONCRETE/MASONRY HEAVY CONFIGURATION OF 11 MIN.EMBEDMENT, ' _ SXWOODBUCK SEE SPECS,SHEET (Quality BY OTHERS MIN.EMBEDMENT, VIIIIIIIIIII ;inspires SEE SPECS,SHEET CONCRETE/MASONRY— INTERIOR INTERIOR SEE GLAZING I SEE GLAZING SEE GLAZING YKK AP AMERICA BY OTHERS OPTION OPTION OPTION SHEET 3 1229N 211YPASS INTERIOR FINISH INTERIOR FINISH DUBLIN,GEORGIA31021 BY OTHERS SHEET 3 SHEET 3 BY OTHERS PH:I478I277.1955 FAX:1G781838fi001 PERIMETER SEALANT ~ PERIMETER SEALANT w BY OTHERS BY OTHERS SEE SEPARATE ti Z APPROVAL FOR DOOR PA. TYP.INSTALLATION vi ANCHOR,SEE RATINGS&DETAILS O a Q m m CAULK BETWEEN WOOD& - In z B CONCRETE/MASONRY .� 2 00 m $ BY OTHERS _ _ _ _ _ •T SHEET 9rc Or man _ TYP.INSTALL. :.• CONCRETE OR (� 0 1`i„ a z<m=P MIN.EDGE ANCHOR MASONRY 0 0 p o ' DISTANCE, (HEX HEAD BY OTHERS MIN.EDGE �LFL'1L[�L2�� 1� L _ I x O J W OR FLAT HEAD DISTANCE, SEE SPECS, �. PERIMETER SEE SPECS, SHEET SEE SHEET ,. SEALANT SHEET E T O 1 HRS W \a '1 PERIMETER 6 BY SEALANT 4 7 3 1 5 4 16 7 w EXTERIOR FINISH BY OTHERS EXTERIOR FINISH ¢ a BY OTHERS EXTERIOR EXTERIOR EXTERIOR BY OTHERS 3/8"MAX.SHIM 3/8"MAX.SHIM REMARKS BY DATE FOR%s I ANCHORS, OAL FOR%G"ANCHORS, r 1/4"MAX.SHIM . .FRAME WIDTH OA �, . .FRAME WIDTH 1/4"MAX.SHIM FOR Y4"ANCHORS FOR Y4II ANCHORS E HORIZONTAL SECTION (X)HORIZONTAL SECTION HORIZONTAL SECTION H HORIZONTAL SECTION "AE105NAll NOTBIREPAODOO:1 MOLE ORPARTND JAMB-CONCRETE/MASONRY W/IX BUCK VERTICAL MULLION JAMB-DIRECT TO CONCRETE/MASONRY DOORJAMB MULLION uTFDMIOSNSNnnEooITIONs H-LIGHTING OR OTHER - HEAVY CONFIGURATION HEAVY CONFIGURATION HEAVY CONFIGURATION MARDNcs7oµi onoHnlanTlilu°iiolNMmEOANo `I�►tlllll//// AIle 7 •' � v•. TT � � — y ... ONAt NEAY�kI 4CRIEfi�t PE` —DA P.L No 7ma BIIRDINC DROPS.INC 30B E.DNOA 8E BLVD.1 338 DAN.BEAOH,m 33008 FBPE MT.Oi AUTHORIM71ON No MM FL 11: FL14218 DATE: 11.23.16 DWG.BY: CHK.BY: _ LMS I HFN SCALE: NTS DWG.a: YKK191 SHEET: OF 11 ITEM NO. PARTNUMBER DESCRIPTION MATERIAL 0.078" 0.079" 1 E2-0663 HEAWIAMB 6063-TS YKK 2 E9065 SHALLOW POCKET FILLER 6063-TS I 0.091" I�l 3 E9 0665 HEAVY MULLION 6063-TS L �!IOS pm�iEfCS" 4 E9-0656 DEEP POCKET FILLER 6063-TS 5.000" K1.750" ' ERICA 5 E9-0614 FLUSH FILLER 6063-T5 1.750" 3.898' 5.000" 1.750" YKK9H AMYPASS 6 E9-0662 HEAVY JAMB 6063-T5 DUBLIN,GE RGIA31D21 7 El-1062 HEAVY MULLION REINFORCEMENT STEEL JJI(�� PH:(478)277.1955 FAR:(678H386DBI 8 E9-0651 HEAVY HEAD 6063-75 L T _I I U W '' LJ m 9 E9-0658 GLASSSTOP 6063-T5 I-+2.500" j. 99" L H z Z m 10 -- NOT USED 2.500" n• 11 '• NOT USED - O HEAVYJAMB O SHALLOW POCKET FILLER O HEAVY MULLION 12 - NOT USED - 1 2 3 6063-T5 6063-TS 6063-TS 0 m z ' 13 E9-0652 HEAVY SILL 6063-TS O W V' g a 14 E9.0619 HEAVY SILL FLASHING 6063-TS Cc ob E; 15 E9-0657 SNAP IN COVER 6063-T5 - � Z 0.063" a 3 16 E9-0504 DOOR MULLION 6063-T5 Z y m 17 NOT USED - 0.079° 0.079" z a p \a 18 -- NOT USED - 0 w 19 NOT USED - } J_ w u 23 E2-0084 INTERIOR GLAZING SPACER PC EPDM - _ 24 E2-0095 SETTING BLOCK EPDM 3.898" 5.000" 1.750" 25 - NOT USED - 1.750" 3.898° 1.496" REMARKS BY DATE 26 E2-0083 I EXTERIOR GLAZING GASKET EPDM _ � I - --� 1.390" 0.866" 4+2.500"•� A DRO O DEEP POCKET FILLER O os�H-'RDEE B1PBoH-UCEO Hw"o.OROTHER q 5 FLUSH FILLER O HEAVY IAMB HOUT wemD¢oM BHTOPBmmW.D-O we 6063-TS niR'N.TBs, DOCUME%NT T ME NOT PE MITEDA 6063-T5 6063-TS HaeaiHczTo wIDIT-URGE-1iNcl CR.,meOwD WIL0.18B" 1__� F. 0.085" 1.311" 1.429" - 4.500" 2.500" - T T 7 'k/�L 7r. A , .* 1.630" 0 ( P;* 4c-/ �{ 1.500" 1.750" 0.157" NA�- O HEAVY MULLION REINFORCEMENT O HEAVY HEAD O GLASS STOP FL-DA P.E.N.73 aF F1IXLJR PE.No 7477e STEEL 6063-TS 6063-T5 euunwc DROP;INC 5.000"L 0 094" 39e a DM"BEAOI BLw.I Die Down AuTH Rim N FBPE m+T.OF nuTHawvnoH Ha zse7e 0.079" FL$1: 2.500" 40.125" 3.898" FL14218 0.063' 2.500" 2.500" -� DATE: 11.23.16 0.886" DWG.BY: CHK.BY: DOOR MULLION LMS "ON 4.969"-+{ 0.079" 16 6063-T5 SCALE: NTS 5.252" DWG.a: YKK191 SHEET: 13 HEAVY SILL 14 HEAVY SILL FLASHING 15 SNAP IN COVER 6063-TS 6063-TS 6063-T5 OF 11