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HomeMy WebLinkAboutPRODUCT APPROVAL PANEL WALLSZ' �Q _ J 00 GO OW0 AW ° ° �W=F3 YKK AP AMERICA INC. SERIES YHS 50 FS STOREFRONT c w 0 Is OUTSIDE GLAZED - HVHZ IMPACT RATED INSTALLATION NOTES: CC J 1. SEE SHEET 12 & 13 FOR ANCH PE ,A' �B.:¢21REMENTS, MINIMUM EMBEDMENTS, AND MINIMU E NCES. ALL ANCHOR �y REQUIREMENTS MUST BE ADM, ED TO. ANY DEVIATIONS FROM ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND APPROVAL. 2. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 4, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF JEl/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. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 6. MINIMUM EMSEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY- CMU UNIT STRENGTH CONFORMS TO ASTM C-90, WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MIN. GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL - MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 12 GA. WALL THICKNESS. E. STEEL - MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 18 GA. WALL THICKNESS WITH 2X WOOD BACKING. F. ALUMINUM - MINIMUM 1/81NCH THICK 6063-T5 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 THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 • AAMA SOl-05 • ASTM E2886-05 • ASTM E1996-06 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SEE SHEETS 3 & 4 FOR LMI AND SMI GLASS TYPES. 6. STOREFRONT FRAME MATERIAL: ALUMINUM 6063-TS 7. 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 1300 GLASS CHARTS. SEE SHEETS 3 & 4 FOR GLAZING DETAILS. RECEIVED AUG 2 5 2021 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 - ELEVATION & ANCHOR LAYOUT 3 B DRY GLAZING DETAILS 4 B WET GLAZING DETAILS 5 - LIGHT MULLION TABLES 6 - MEDIUM MULLION TABLES 7 - HEAVY MULLION TABLES B - TYPE A & B ANCHOR TABLES 9 - TYPE C & D ANCHOR TABLES 10 - DOOR MULLION TABLE 11 - DOOR MULLION TABLES (1) 12 A VERTICAL SECTIONS & ANCHOR DESCRIPTIONS 13 A VERTICAL SECTIONS & ANCHOR DESCRIPTIONS 14 A HORIZONTAL SECTIONS 15 A HORIZONTAL SECTIONS 16 - COMPONENTS & BILL OF MATERIALS 17 - COMPONENTS INSTRUCTIONS FOR USE: 1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. 2. SEE CHARTS ON SHEETS 3 & 4 FOR DESIGN LOAD CAPACFTY OF DESIRED GLASS SIZE. 3. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET S, 6, & 7 FOR STORE FRONT MULLION AND SHEETS 30 & 11 FOR DOOR MULLION, THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. 4. USING CHART ON SHEET 8 & 9 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. 5. THE LOWEST VALUE RESULTING FROM STEP 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. YKK a p inspires YKK AP AMERICA 229 HWY Nl BPMS DUBLIN, GEORGM 31021 PH: 147112" 1955 FAx: 1678)11 01 aQR � Lu MZi UE Y 3 LOB e8 i0 Oo��Z7 JW ; 5 m Z Z OF OF <a F � w REMARKS BY DATE A FBC CODE UPDATE I RV I 0).121 AID IlAl 1 1T CCIxsFxT Di BURo nGEDRORs nc. n �TIOIS. NDDInoxS, 1IO-Gxn1G, ox omFR M—HOS TO THIS DOCUMENT - NOT PERMITTED NND NrF ouRCUITIFrwnox 3igdally signed >AW#wvq4 E. Norero. P I v . T T Q - NOO »B RDMA P.L ft 73L7M DROPS, w EOeLvd. 1 ax T. aF wi.RnON BEACH. R I EHPE CEA7. AUTHaaN No. 2957e FL N: FL14218 DATE: 1U•1b.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG. a: YKK162 I St. Lucie County Permitting MAX. FRAME MAX. DLO HEIGHT SEE SHEETS SEE SHEETS 3 & 4 5, 6, 7, 10, &11 L 5" MAX. FROM CORNERS* I SEE TABLE BELOW JAMB ANCHOR SPACING' ANCHOR TYPE MAX. SPACING MAX. DP A OR B 18.75" 65 PSF CORD 13" A OR B 13.5" 90 PSF C OR D 9.375" "NOTE: JAMB ANCHORS ARE ONLY REQUIRED WHEN USING "HEAVY" JAMB CONFIGURATIONS, SEE SHEET 15 FOR HEAVY JAMB DETAILS MAX. DLO SEE SHEETS 3 & 4 SPACING -. ELEVATION SEE SHEET 5, 6, & 7 TYPICAL YHS 50 FS STOREFRONT TYPICAL ANCHOR LAYOUT SEE SEPARATE DOOR APPROVAL FOR DOOR RATING & DETAILS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. FOR DOOR ADJACENT MULLION ANCHOR REQUIREMENTS SEE SHEETS 10 & 11 1y2l,f lyz" F— 3" —�—I (—i— 3" ANCHORS, TYPE A, 8, C OR D SEE SHEETS 8 & 9 FOR QUANTITIES AND SHEET 12 & 13 FOR DESCRIPTION ANCHORS, TYPE A, 8, C OR D SEE SHEETS 8 & 9 FOR QUANTITIES AND SHEET 12 & 13 FOR DESCRIPTION WK lap400 Illsp"s YKK AP AMERICA 1229 HWY 41 RY— DUBIIN,GEORGU131031 PH: 14711177 1111 EAR:Ifi)BER3Rbm1 Iaa Z In o 2 Zo 3� �ggy€ LL a Enc; w0 x 07 iO wa 00 =$a r m m w � j7 E- Q a REMARKS 87DATE ALT—TIONS, ADDITIONS, HIGHLIGITING, OR 1-1 TlOTHER l$-1111T ARE 107 PERIMEDRND RU WTE OUR CERT—TION, `,,SLIIJIIJJ//// F. 0 ace E DRWR Ku 9Ew. / ne O— E . R a.IDDR E1PE mET. 0" AU— - mn FL #: FL14218 DATE: 10.26.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG.#: YKK162 SHEET: 2 OF 17. DAYLITE OPENING DIMENSIONS: DAYLITE OPENING WIDTH: NOMINAL PANEL WIDTH - 2.500• DAYLITE OPENING HEIGHT: FRAME HEIGHT - 5.625" 1. GW] IAYAII I It] VN IMD b"tt 12VItD tV VN ASTM E1300-0413 SEC. GUSTS) AND CHAPTER 17 OF THE CURRENT FBC FOR SIZES OTHER THAN TESTED. 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER CHAPTER 24. 4. D.L.O. MAY NOT EXCEED MAX DIMENSIONS IN GLASS CHARTS FOR GLASS TYPE. GLASS TYPES SMALL MISSILE IMPACT ONLY 9/16" GLASS B1TE 9/16" O.A. LAMINATED GLASS 9/16" O.A. LAMINATED GLASS CONSISTING OF: CONSISTING OF: 1/4" HEAT STRENGTHENED GLASS, 1/4" HEAT STRENGTHENED GLASS, 0.060" TROSIFOL BY KURARAY, 0.060" SAFLEX PVB INTERLAYER FORMERLY KNOWN AS BUTACITE BY DUPONT, BY EASTMAN CHEMICAL CO., 1/4"HEAT STRENGTHENED GLASS 1/4" HEAT STRENGTHENED GLASS EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL A (DRY GLAZED) D HE GLAZING DETAIL B (DRY GLAZED) "K a y ,;6(l YKK AP AMERICA 1229 H92Y MI BYnASs DOBLIN, GRIGIA 31031 %1.. H2a12n19ss fRR.. 167e1B39 6091 h Z$ Z C = i Y j S ����� OW Pono; >V1 ¢ a c > co � m j • w i r7 C a REMARKS BY DATE A GASKET REVISION LS 10.19.1 9-FBC CODE UPDATE I RV 107.12A OOr a.-Dxce. —LE oo - MMBINMG5I TO T193 pp[ ST—NOT NRM—AND 1 o: ]Bf1 L DNiA lR'A011 Rq. / i1r ONNA BFAOI. M J FBPE DEBT. OF 9UTHp3IZATKBI " MM FL #: FL14218 DATE: 10.26.15 DWG. BY: . BY: CHK SM HFN SCALE: NTS DWG. R: YKK1 fii I 1 GLASS TYPES LARGE & SMALL MISSILE IMPACT 9/16" O.A. LAMINATED GLASS ' GLASS LOAD CAPACITY (PSF) GLASS LOAD CAPACITY (PSF) DAYLIGHT OPENING (IN) GLASS TYPEC GLASS TYPED GLASS TYPE E GLASS TYPE F DAYUGHT OPENING(IN) GLASS TYPE GLASS TYPED GLASS TYPE E GLASS TYPE F DLO WIDTH DLO HEIGHT F11T. )+) INT. - EXT. 1♦) INT. • EXT. ♦ INT. - EXT. ♦ INT. - DLO WIDTH DLO HEIGHT EXT.(+) INT. EXT. )+) INT. - EXT. ♦ INT. - EXT. ♦ INT. - 27.s 33.5 54'375 70.0 $0.0 70.0 9D.0 70.0 90.0 27.5 90.375 70A $0.0 70.0 1 90.0 70.0 90.0 70.0 $0.0 70.0 90.0 70.0 90.0 33.5 70.0 SO.0 70.0 90.0 70.0 90.0 39.5 45.5 70.0 50.0 70.0 9D.0 59.4 76.3 39.5 70.0 50.0 70.0 90.0 59.4 76.3 70.0 50.0 70.0 90.0 51.5 66.3 45.5 70.0 50.0 70.0 90.0 S1.S 66.3 51.5 S7.5 70.0 44.2 70.0 90.0 45.5 58.5 51.5 70.0 44.2 70A 90.0 - 70.0 M.1 70.0 90.0 45.6 58.6 57.5 70.0 70.0 90.0 - - 63.5 69.5 70.0 46.7 70.0 90.0 50.4 64.8 63.S 63.4 - 63A 81.5 - - MIA41.8 70.0 90.0 48.7 62.6 69.5 53.9 - S7.9 74.5 - - 27.5 33.5 60 375 70.0 50.0 70.0 90.0 70.0 90.0 27.5 90 37S 70A 50.0 70A 90.0 70.0 90.0 70.0 50.0 70.0 90.0 70.0 90.0 33.S 70A 50.0 70.0 90.0 70.0 90.0 39.5 4S.5 70.0 SOD 70.0 90.0 59.4 76.3 39.S 70.0 50.0 70.0 1 90.0 S9.4 76.3 70.0 50.0 70.0 90.0 51.5 66.3 45.5 70.0 50.0 70.0 90.0 S1.5 66.3 51.5 57.5 70.0 44.2 70.0 90.0 45.5 58.5 51.5 70.0 70.0 90.0 70.0 39.6 70.0 90.0 40.8 52.4 57.5 70.0 70.0 90.0 63.5 69.5 70.0 39.6 70.0 90.0 40.9 52.5 63.5 58.9 63.4 81.S 70.0 13.1 70.0 90.0 M.7 57,5 66.5 56.3 60.5 77.8 27.5 33.S 66.375 70.0 50.0 70.0 1 90A 70.0 90.0 27.S 102.375 70.0 50.0 70.0 90.0 70.0 90.0 70.0 50.0 70.0 90.0 70.0 90.0 13.5 70D 50.0 70.0 90.0 70.0 90A 39.5 45.5 70.0 50.0 70.0 90.0 59.4 76.3 39.5 70.0 50.0 70.0 90.0 59.4 76.3 70.0 50.0 70.0 90.0 S3.S 66.3 4S.S 70.0 50.0 70.0 90.0 51.5 57.5 63.5 70.0 44.2 70.0 90.0 4S.S 58.S S3.S 70.0 70.0 90.0 70.0 39.6 70.0 90.0 40.8 524 S7.5 70.0 70.0 90.0 63.0 35.8 63.4 81.5 36.9 47.5 63.S 58.9 63,4 81.5 69.5 63.5 35.9 63.5 91.6 37.0 47.6 27.5 108.375 70A SOD 70.0 90.0 70.0 90.0 27.5 33.5 72.375 70.0 $0.0 70.0 90.0 70.0 90.0 33.5 70.D 50.0 70.0 SKID 70.0 90.0 10.0 50.0 71D 90.0 70.0 SKID 39.5 70D 50.0 70.0 90.0 S9.4 76.3 39" 45., 70.0 50.0 70.0 90.0 S9.4 76.3 4S.S 70.0 70.0 90D 70.0 $0.0 70.0 90.0 51.5 66.3 51.5 70.0 70.0 90.0 51.5 57.5 70.0 4/.2 70.0 90.0 45.5 58.5 57.5 65.0 - 70.0 90.0 - - 70.0 39.6 70.0 90.0 40.8 52.4 60.5 61.3 - 66.5 85.5 - - 63.5 69.5 63.4 35.8 63A $1.5 36.9 47.5 27.5 111.375 70.0 50.0 70.0 90.0 70.0 90.0 57.9 - 57.9 74.5 - 33.5 70.0 50.0 70.0 90.0 70.0 90.0 27.5 33.5 70.0 50.0 70.0 90.0 70.0 90.0 39.5 70.0 50.0 70.0 90.0 59.4 76.3 70.0 $0.0 70.0 90.0 70.0 90.0 45.5 70.0 65.0 - - 70.0 70.0 90.0 90.0 - - - 39.5 45.5 70.0 SOD 70.0 90.0 59.4 76.3 51.5 70.0 50.0 70.0 90.0 51.5 66.3 57.5 65.0 - 70.0 90.0 - - 51.5 57.5 78.375 70.0 44.2 70.0 90.0 45.5 St.S 27.5 110.371 70.0 50.0 70.0 90.0 70.0 90.0 70.0 39.6 7..0 90.0 40.t 52.1 13.5 70A 10.0 70.0 ..0 70.0 10.0 63.5 69.5 63A 63.4 $1.5 38.5 70.0 50.0 70.0 90.0 60.9 78.3 57.9 57.9 74.5 27.5 126.375 70.0 SOD 70.0 90.0 70.0 90.0 27.5 70.0 SOD 70.0 90.0 70.0 90.0 33.5 70.0 50.0 70.0 90.0 70.0 90.0 70.0 50.0 70.0 90.0 70.0 90.0 36.5 70.0 50.0 70.0 90.0 64.2 112.6 18437, 70.0 50.0 70.0 90.0 59.4 76.3 27.70050.0 70.090.0 70.0 90.070D 50.0 70.0 90..3370050.0 70.0 90.0 70.0 90.070.0 14.2 70.0 90.0 45.5 56.5 34.5 70.0 50.0 70.0 90.0 68.0 87.470.0 70.0 90.0 27.5 70.0 70.0 50.0 S0.0 70.0 70.0 90.0 90.0 70.0 70.0 90.0132.317563A 90.0 63.4 81.5 335 57.9 57.9 74.5 DAYLITE OPENING DIMENSIONS: DAYLITE OPENING WIDTH: NOMINAL PANEL WIDTH - 2.5W" DAYLITE OPENING HEIGHT: FRAME HEIGHT - 5.625" CONSISTING OF: 1/4" HEAT STRENGTHENED GLASS, 0.090" SENTRYGLAS BY KURARAY, FFORMERLY KNOWN AS SGP BY DUPONT, 1/4" HEAT STRENGTHENED GLASS EXTERIOR INTERIOR 9/16" GLASS BITE 9/16" O.A. LAMINATED GLASS CONSISTING OF: 1/4" HEAT STRENGTHENED GLASS, 0.090" TROSIFOL BY KURARAY, FORMERLY KNOWN AS BUTACITE BY DUPONT OR 0.090" EASTMAN CHEM. CO. SAFLEX, 1/4"HEAT STRENGTHENED GLASS GLAZING DETAIL C (DRY GLAZED) 9/16" O.A. LAMINATED GLASS CONSISTING OF: 1/4" HEAT STRENGTHENED GLASS, 0.075" EASTMAN CHEMICAL CO. VANCEVA, 1/4"HEAT STRENGTHENED GLASS EXTERIOR FINTERIOR 15 / I fy I DOW CORNING 9/16" GLASS BITE GLAZING DETAIL E (WET GLAZED) • NOTE: 1. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E3300.04 (3 SEC. GUSTS) AND CHAPTER 17 OF THE CURRENT FBC FOR SIZES OTHER THAN TESTED. 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER CHAPTER 24. 4. D.L.O. MAY NOT EXCEED MAX DIMENSIONS IN GLASS CHARTS FOR GLASS TYPE. EXTERIOR 9/16" GLASS BITE INTERIOR GLAZING DETAIL D (WET GLAZED) 9/16" O.A. LAMINATED GLASS CONSISTING OF: 1/4" HEAT STRENGTHENED GLASS, 0.090" SENTRYGLAS BY KURARAY, FORMERLY KNOWN AS SGP BY DUPONT, OR 0.100" EASTMAN CHEM. CO. SAFLEX, 1/4" HEAT STRENGTHENED GLASS EXTERIOR I 9/16" GLASS SITE YKK apa m8)IIf6B YKK AP AMERICA 12" HNNY"I 6YPA65 DU6LIN, 4EOAGIA 3I031 PH. 14761277-1963 FAK:16MN31a 2 IW- Z n N 2 V1 $ cf o E� cc 3 co m 2 � / ING Q REMARKS BY DATE A GASKET REVISION LS 30.19.1 B-FBC CODE UPDATE py 0 11.1 INTERIOR -II1NG GLAZING DETAIL F (WET GLAZED) Wlli-T �OHs�NK,NW ND�NG. DK.-K MMKINGS T011N5OOCUMENT ME MOi PERMinED AND cERTBRATION. O 7 o 146 L. 0- B BLNO. ]le DANIA BEADL M 13E04 FIBRE MT. EF w1Fg167AMIN HER. M78 FL 0: FL14218 DATE: 10.26.15 DWG. BY: CH K. BY: SM HFN SCALE: NTS DWG. X: YKK162 SHEET: OF 17_ DESIGN LOAD CAPACITY - PSF NOMINALDIMS. HEAVY MULLION -M3 WIDTH(W) FRAME HEIGHT EXT. (+) INT. 1-) 72 72 70.0 90.0 72 78 70.0 90.0 72 84 70.0 90.0 72 90 70.0 90.0 72 96 70.0 90.0 69 102 70.0 90.0 66 lOB 70.0 90.0 63 114 70.0 90.0 60 120 70.0 90.0 41 126 70.0 90.0 39 132 70.0 90.0 37 1 138 70.0 90.0 36 1 144 70.0 90.0 NOTE: HEAVY CONFIGURATION IAMBS ARE ANCHORED ALONG THEIR LENGTH AND THEREFORE DO NOT LIMIT DESIGN PRESSURE. (D--H Q10 HEAVY JAMB -14 HEAVY MULLION -M3 HEAVY JAMB -J5 5 9in 25 1 26 HEAVY HEAD H�IILI MULLION LOAD TABLES HEAVY CONFIGURATION FRAME HEIGHT WIDTH(W) = W2 j W3 (MULLION) DESIGN LOAD CAPACITY - PSF NOMINALDIMS. EXPANSION MULLION WIDTH (W) FRAME HEIGHT EXT. (+) INT. (-) 72 96 65.0 69 102 65.0 66 1DB 65.0 63 114 65.0 60 120 65.0 41 1 126 65.0 39 132 65.0 37 1 138 65.0 36 144 65.0 NOTE: EXPANSION MULL MAY BE USED WITH ANY MULLION CONFIGURATION SUCH THAT ALLOWABLE SIZES AND PRESSURES ARE NOT EXCEEDED. FYD4NCI0M KAI 111 IEIN HEAVY CONFIGURATION 1 YKK YKK AP AMERICA -.-MI.,V DUBUN. GEMGIA H021 nI: NTgm-ens E,u:IcnMn-cml Lu Z� 2 id 0R= J p L7 ^:£ En cc O E h j 2n 'm 2 0 /a � Q REMARKS BY I DATE M E DNNA BEACH BUA. ► ]Da I DANIA BEACH. R � FBPE MT. Y AU2N010IATN - M75 FL #: FL14218 DATE: 10.26.15 DWG. BY: I CHK. BY: SCALE: NTS DWG.#: YKK162 ANCHOR TYPE 'A & B' TABLES ANCHOR LOAD CAPACITY- PSF E)R. (i) & INT. (.) ANCHOR LOAD CAPACITY- PSF EXT. (+) & INT. (-) ANCHOR LOAD CAPACITY -PSF EXT. (+) & INT. I.) NOMINAI DI MS. ANCI50R5 TYPE'A' ANCHORS TYPE'B' NOMINAL DIMS. ANCHORS TYPE'A' ANCHORS TYPE'B' NOMINALDIMS. ANCHORS TYPE'A' ANCHORS TYPE'B' WIDTH W FRAME HEIGHT A2 A3 M B2 83 WIDTH W FRAME HEIGHT A2 A3 A4 82 B3 81 WIDTH W FRAME HEIGHT A2 Al M B2 B3 M 30.0 72.0 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 30.0 108.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 36.0 90.0 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 89.4 90.0 90.0 90.0 90.0 90.0 39.0 42.0 90.0 90.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 90.0 39.0 82.5 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 42.0 90.0 90.0 90.0 90.0 90.0 90.0 42.0 76.6 90.0 90.0 85.9 90.0 90.0 45.0 48.0 90.0 90.0 90.0 90.0 90.0 45.0 85.8 90.0 90.0 90.0 90.0 90.0 45.0 71.5 90.0 90.0 80.2 90.0 90.0 90.0 90.0 90.0 90.0 90.0 43.0 80.5 90.0 90.0 90.0 90.0 90.0 48.0 67.1 63.1 90.0 90.0 90.0 90.0 7S.2 70.8 90.0 90.0 90.0 90.0 51.0 54.0 90.0 90.0 90.0 90.0 90.0 51.0 75.7 90.0 90.0 94.9 90.0 90.0 51.0 89.4 90.0 90.0 90.0 90.0 54.0 71.5 90.0 90.0 80.2 90.0 90.0 54.0 59.6 89.4 90.0 66.8 90.0 90.0 57.0 60.0 94.7 90.0 90.0 90.0 90.0 57.0 67.8 90.0 90.0 76.0 90.0 90.0 57.0 56.5 84.7 90.0 63.3 90.0 90.0 80.5 90.0 90.0 90.0 90.0 60.0 64.4 90.0 90.0 72.2 90.0 90.0 60.0 53.E 80.5 90.0 60.2 90.0 90.0 63.0 66.0 76.6 90.0 90.0 95.9 90.0 63.0 61.3 90.0 90.0 68.8 90.0 90.0 63.0 53.1 76.6 90.0 57.3 8S.9 90.0 73.2 90.0 90.0 92.0 90.0 66.0 58.5 87.8 90.0 65.6 90.0 90.0 66.0 48.8 73.2 90.0 54.7 82.0 90.0 69.0 72.0 70.0 90.0 90.0 78.5 90.0 69.0 56.0 84.0 90.0 62.8 90.0 90.0 30.0 111.0 90.0 90.0 90.0 90.0 90.0 90.0 67.1 90.0 90.0 75.2 90.0 72.0 53.6 90.5 90.0 60.2 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 33.0 78.0 90.0 90.0 90.0 90.0 90.0 30.0 96.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 94.7 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 90.0 39.0 78.2 90.0 90.0 87.7 90.0 90.0 36.0 39.0 90.0 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.0 90.0 42.0 72.6 90.0 90.0 81.4 90.0 90.0 90.0 90.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 90.0 15.0 67.8 63.5 90.0 90.0 90.0 90.0 76.0 71.2 90.0 90.0 90.0 90.0 42.0 45.0 90.0 90.0 90.0 90.0 90.0 42.0 86.2 90.0 90.0 90.0 90.0 90.0 I8.0 90.0 90.0 90.0 90.0 90.0 I5.0 80.5 90.0 90.0 90.0 90.0 90.0 51.0 59.8 89.7 90.0 67.1 90.0 90.0 48.0 51.0 90.0 90.0 90.0 90.0 90.0 48.0 75.4 90.0 90.0 94.6 90.0 90.0 54D 56.5 94.7 90.0 63.3 90.0 90.0 87.4 90.0 90.0 90.0 90.0 51.0 71.0 90.0 90.0 79.6 90.0 90.0 57.0 53.5 80.2 90.0 60.0 90.0 90.0 5/.0 57.0 82.5 90.0 90.0 90.0 90.0 54.0 67.1 90.0 90.0 75.2 90.0 90.0 60.0 50.8 76.2 90.0 57.0 85.5 90.0 78.2 90.0 90.0 97.7 90.0 57.0 63.5 90.0 90.0 71.2 90.0 90.0 63.0 18.1 72.6 90.0 54.3 81.1 90.0 60.0 63.0 74.3 90.0 90.0 93.3 90.0 60.0 60.4 90.0 90.0 67.7 90.0 90.0 30.0 120.0 90.0 90.0 90.0 90.0 90.0 90.0 70.7 90.0 90.0 79.3 90.0 63.0 S7.5 86.2 90.0 64.5 90.0 90.0 33.0 87.8 90.0 90.0 90.0 90.0 90.0 66.0 69.0 72.0 67.5 90.0 90.0 75.7 90.0 66.0 54.9 82.3 90.0 61.5 90.0 90.0 36.0 90.5 90.0 90.0 90.0 90.0 90.0 64.6 90.0 90.0 72.4 90.0 69.0 52.S 78.7 90.0 58.9 88.3 90.0 39.0 74.3 90.0 90.0 83.3 90.0 90D 61.9 90.0 90.0 69.4 90.0 72.0 50.3 75.4 90.0 56.4 94.6 90.0 42.0 69.0 90.0 90.0 77.3 90.0 90.0 30M 94.0 90.0 90.0 90.0 90.0 90.0 30.0 102.0 90.0 90.0 90.0 90.0 90.0 90.0 4S.0 64.4 60.4 90.0 90.0 90.0 90.0 72.2 67.7 90.0 90.0 90.0 90.0 33.0 36.0 90.0 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 90.0 48.0 90.0 90.0 90.0 90.0 90.0 36A 90.0 90.0 90.0 90.0 90.0 90.0 51.0 56.8 85.2 90.0 63.7 90.0 90.0 39.0 42.0 90.0 90.0 90.0 90.0 90.0 39.0 97.4 90.0 90.0 90,0 90.0 90.0 54.0 $3.6 80.5 90.0 60.2 90.0 90.0 90.0 90.0 90.0 90.0 90.0 42.0 81.1 90.0 90.0 90.0 90.0 90.0 57.0 50.8 76.2 90.0 57.0 85.5 90.0 45.0 48.0 90.0 90.0 90.0 90.0 90.0 45.0 75.7 90.0 90.0 94.9 90.0 90.0 60.0 1 48.3 72.4 90.0 54.1 81.2 190.0. 86.2 90.0 90.0 90'0 90'0 48.0 71.0 90.0 90.0 79.6 90.0 90.0 30.0 126 90.0 90.0 90.0 90.0 90.0 90.0 51.0 54.0 81.1 90.0 90.0 90.0 90.0 51.0 66.8 90.0 90.0 74.9 90.0 90.0 33.0 83.6 90.0 90.0 90.0 90.0 90.0 76.6 90.0 90.0 85.9 90.0 S4.0 63.1 90.0 90.0 70.8 90.0 90.0 36.0 76.6 90.0 90.0 85.9 90.0 90.0 57.0 60.0 72.6 90.0 90.0 82.4 90.0 57.0 S9.8 89.7 90.0 67.1 90.0 90.0 39.0 70.7 90.0 90.0 79.3 90.0 90.0 69.0 90.0 90.0 77.3 90.0 60.0 56.8 85.2 90.0 63.7 90.0 90.0 41.0 67.3 90.0 90.0 75.5 90.0 90.0 63.0 66.0 65.7 90.0 90.0 73.7 90.0 63.0 54.1 81.1 90.0 60.7 90.0 90.0 30.0 132 87.8 90.0 90.0 90.0 90.0 90.0 62.7 90.0 90.0 70.3 90.0 66.0 51.6 77.5 90.0 57.9 86.9 90.0 33.0 79.3 90.0 90.0 99.5 90.0 90.0 69.0 72.0 60.0 90.0 90.0 67.3 90.0 69.0 49.4 74.1 90.0 55.4 83.1 90.0 36.0 73.2 90.0 90.0 82.0 90.0 90.0 57.5 $6.2 90.0 64.5 90.0 39.0 67.S 90.0 90.0 75.7 90.0 90.0 30.0 33.0 138 94.0 90.0 90.0 90.0 90.0 90.0 76.3 90.0 .0 85.6 90.0 90.0 37.0 68.1 00 .0 76.3 ..0 90.0 30.0 33.0 144 90.5 90.0 90.0 90.0 90.0 90.0 173.2190.0 90.0 82.0 90.0 90.0 36.0 67.1 90.0 90.0 75.2 90.0 90.0 SEE SHEETS 12 & 13 FOR DESCRIPTION A2 = (2) ANCHORS TYPE W AT IAMB OR EACH SIDE OF MULLION A3 = (3) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION A4 = (4) ANCHORS TYPE'A' AT IAMB OR EACH SIDE OF MULLION B2 = (2) ANCHORS TYPE'B' AT IAMB OR EACH SIDE OF MULLION 83 = (3) ANCHORS TYPE'B' AT IAMB OR EACH SIDE OF MULLION B4 = (4) ANCHORS TYPE 'B' AT IAMB OR EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION tl.5"3" -�- 3" 3"3"-I I-3"' 3", 1.5" 15"1.5" 1.5" A2, B2 A3, B3 A4 FRAME HEIGHT I- W 1 -{-- W 2 -I-- W 3 --1 WIDTH (W) = Wl (JAMB) WIDTH (W) = W2 Z W3 (MULLION) YKK isp mmwn�es YKK AP AMERICA 1229 -Ml BYPASS DUBUN. GEOIIGIA 31021 PN: 14781211-1955 F.:16)BM384001 H � Z�aa Ln h C < m p 3 .5 �u � m m 2 W � 0 W d a � Q a 3" E DANA xAa aw. ]28 I~ OWK FL FePE 001T. of AUTNOB7AWN Ns 2M711 FL R: FL14218 DATE: 10.26.15 DWG. BY: CHK. BY: SM HFN SCALE: NTS DWG.R: YKK162 SHEET: (-o' OF 17. ANCHOR TYPE 'C & D' TABLES ANCHOR LOAD CAPACITY- PSF EXT. I-) & INT. (-) ANCHOR LOAD CAPACITY - PSF EXT. (a) & INT. I-) ANCHOR LOAD CAPACITY- PSF EXT. (+) & INT. I-) NOMINAL DIMS. ANCHORS TYPE'C ANCHORS TYPE'D' NOMINAL DI MS. ANCHORS TYPE'C I ANCHORS TYPE'D' NOMINAL DI MS. ANCHORS TYPE'C' ANCHORS TYPED' WIDTH W FRAME HEIGHT C2C3 CI CS D3 D3 04 WIDTH W FRAME HEIGHT C2 C3 CA CS D2 D3 D4 DS WIDTH W FRAME HEIGHT C2 C3 CA CS 02 D3 D4 DS 30.0 72.0 90.0 90.0 90.0 90.0 90.01 90.0 90.0 30.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 108.0 79.5 90.0 90.0 90.0 83.4 90.0 90.0 90.0 33.0 36.0 90.0 90.0 90.0 90.0 90.01 90.0 90.0 33V 86.8 90.0 90.0 90.0 90.0 90.0 90.0 90.01 33.0 72.3 90.0 90.0 90.0 75.8 90,0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 35D 79.5 90.0 90.0 90.0 83.4 90.0 90.0 90.0 36.0 66.3 90.0 90.0 90.0 69.5 90.0 90.0 90.0 39.0 42.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 39.0 73.4 90.0 90.0 90.0 77.0 90.0 90.0 90.0 39.0 61.2 90.0 90.0 90.0 64.2 90.0 90.0 90.0 85.2 90.0 90.0 90.0 89.4 90.0 90.0 42.0 68.2 90.0 90.0 90.0 72.5 90.0 90.0 90.0 42.0 56.8 85.2 90.0 90.0 59.6 89,4 90.0 90.0 45.0 49.0 79.S 90.0 90.0 90.0 83.4 90.0 90.0 45.0 63.6 90.0 90.0 90.0 66.7 90.0 90.0 90.0 45D 53.0 79.5 90.0 90.0 $5.6 83.4 90.0 90.0 74.6 90.0 90.0 90.0 78.2 90.0 90.0 48.0 59.7 89.5 90.0 90.0 62.6 90.0 90.0 90.0 48.0 49.7 46.8 74.6 70.2 90.0 90.0 90.0 90.0 52.1 19.1 78.2 73.6 90.0 90.0 90.0 90.0 51.0 54.0 70.1 90.0 90.0 90.0 73.6 90.0 90.0 51.0 56.2 84.2 90.0 90.0 58.9 88.3 90.0 90.0 51.0 66.3 90.0 90.0 90.0 69.5 90.0 90.0 54.0 53.0 79.5 90.0 90.0 55.6 83.4 90.0 90.0 54.0 44.2 66.3 88.4 90.0 46.3 69.5 90.0 90.0 57.0 60.0 62.8 90.0 90.0 90.0 65.9 90.0 90.0 57.0 50.2 75.4 90.0 90.0 52.7 79.0 90.0 90.0 57.0 41.9 62.8 83.7 90.0 43.9 65.9 67.8 90.0 59.7 89.5 90.0 90.0 62.6 90.0 90.0 60.0 47.7 71.6 90.0 90.0 50.0 75.1 90.0 90.0 60.0 39.6 59.7 79.5 10.0 41.7 62.6 83.4 90.0 63.0 66.0 S6.B 85.2 90.0 90.0 59.6 89.4 90.0 63.0 45.5 68.2 90.0 90.0 47.7 71.5 90.0 90.0 63D 37.9 56.8 75.8 90.0 39.7 59.6 79.4 90.0 54.2 81.4 90.0 90.0 56.9 85.3 90.0 66A 43.4 65.1 86.8 90.0 45.5 68.2 90.0 90.0 66.0 36.2 54.2 72.3 90.0 37.9 56.9 75.8 90.0 69.0 72.0 51.9 77.8 90.0 90.0 54.4 81.6 90.0 69.0 41.5 62.3 93.0 90.0 43.5 65.3 87.0 90.0 30.0 114.0 75.4 90.0 90.0 90.0 79.0 90.0 90.0 90.0 49.7 74.6 90.0 90.0 52.2 78.2 90.0 72.0 39.8 59.7 79.5 90.0 41.7 62.6 83.4 90.0 33.0 65.5 90.0 90.0 90.0 72.8 90.0 90.0 90.0 30.0 33.0 78.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 96.0 89.5 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 62.8 90.0 90.0 90.0 65.9 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 81.4 90.0 90.0 90.0 95.3 90.0 90.0 90.0 39.0 58.0 97.0 90.0 . 0 60.8 90.0 90.0 90.0 36.0 39.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 74.6 90.0 90.0 90.0 7B.2 90.0 90.0 90.0 42.0 53.8 80.7 90.0 90.0 56.4 94.7 90.0 90.0 94.7 90.0 90.0 90.0 88.9 90.0 90.0 39.0 - - - - - - - - 4S.0 S0.2 47.1 75.4 70.7 90.0 90.0 90.0 90.0 52.7 49.4 79.0 74.1 90.0 90.0 90.0 90.0 42.0 45.0 78.7 90.0 90.0 90.0 82.S 90.0 90.0 42A 63.9 90.0 90.0 90.0 67.0 90.0 90.0 90.0 48.0 73.4 90.0 90.0 20.0 77.0 90.0 90.0 45.0 59.7 89.5 90.0 90.0 62.6 90.0 90.0 90.0 51.0 44.3 66.5 99.7 90.0 46.5 69.7 90.0 90.0 43D 51.0 68.8 90.0 90.0 90.0 72.2 90.0 90.0 48.0 55.9 83.9 90.0 90.0 58.7 88.0 90.0 90.0 54.0 41.9 62.8 83.7 90.0 43.9 65.9 $7.8 90.0 64.8 90.0 90.0 90.0 67.9 90.0 90.0 51.0 52.6 79.0 90.0 90.0 55.2 82.8 90.0 SIED 57.0 39.7 59.5 79.3 190.0 41.6 61.4 83.2 90.0 54D 57.0 61.2 90.0 90.0 90.0 64.2 90.0 90.0 54.0 49.7 74.6 90.0 90.0 S2.1 78.2 90.0 90.0 60.0 37.7 - - - - - 79.0 90.0 58.0 87.0 90.0 90.0 60.2 90.0 90.0 57.0 47.1 70.7 90.0 90.0 49.4 74.1 90.0 90.0 63.0 35.9 53.8 71.8 89.7 37.6 56.4 75.3 90.0 SOD 63.0 SSA $2.6 90.0 90.0 57.7 86.6 90.0 60.0 67.1 $9.5 90.0 46.9 70.4 90.0 90.0 30.0 120.0 1 71.6 90.0 90.0 90.0 75.1 90.0 90.0 90.0 S2.5 78.7 90.0 90.0 SS.0 82.5 90.0 63.0 63.9 85.2 90.0 44.7 67.0 89.4 90.0 33D 65.1 90.0 90.0 90.0 68.2 90.0 90.0 90.0 66.0 69.0 50.1 75.1 90.0 90.0 52.5 78.7 90.0 66.0 r422.....6 61.0 81.4 90.0 42.7 64.0 85.3 90.0 36.0 59.7 99.5 90.0 90.0 62.6 900 90.0 90.0 47.9 71.8 90.0 90.0 50.2 75.3 90.0 69.0 SSA 77.8 90.0 40.8 61.2 81.6 90.0 39.0 55.1 62.6 90.0 90.0 57.7 86.6 90.0 90.0 72.0 45.9 68.8 90.0 90.0 48.1 72.2 90.0 72.0 55.9 74.6 90.0 39.1 56.7 78.2 90.0 12.0 53.1 47.7 44.7 76.7 71.6 67.2 90.0 90.0 89.S 90.0 90.0 90.0 53.6 50.0 46.9 80.1 75.1 70.4 90.0 90.0 90.0 90.0 90.0 90.0 30.0 33.0 84.0 90.0 90.0 90.01 90.0 90.0 90.0190.01 30.0 102.0 94.2 90.0 90.0 90.0 $8.3 90.0 90.0 90.0 45.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 76.6 90.0 90.0 90.0 80.3 90.0 90.0 90.0 48.0 36.0 39.0 BS.2 90.0 90.0 90.0 39.4 90.0 90.0 36.0 70.2 90.0 90.0 90.0 73.6 90.0 90.0 90.0 51.0 42.1 63.2 $4.2 90.0 44.2 66.2 98.3 90.0 78.7 90.0 90.0 90.0 82.S 90.0 90.0 39.0 64.8 90.0 90.0 90.0 67.9 90.0 90.0 90.01 54.0 39.8 59.7 79.5 90.0 41.7 62.6 83.4 90.0 42D 45.0 73.1 90.0 90.0 90.0 76.6 90.0 90.0 42.0 60.i 90.0 90.0 90.0 63.1 90.0 90.0 90.0 57.0 37.7 56.5 75.4 90.0 39.5 59.3 79.0 90.0 68.2 90.0 90.0 90.0 71.5 90.0 90.0 45.0 56.2 94.2 90.0 90.0 58.9 98.3 90.0 90.0 60.0 35.8 53.7 71.6 89.5 37.5 56.3 75.1 90.0 48.0 63.9 90.0 90.0 90.0 67.0 90.0 90.0 48.0 52.6 79.0 90.0 90.0 S5.2 82.8 90.0 90.0 30.0 126 68.2 90.0 90.0 90.0 71.5 90.0 90.0 90.0 62.0 90.0 90.0 90.0 65.0 90.0 90.0 90.0 60.2 90.0 90.0 90.0 63.1 90.0 90.0 51.0 51.0 5/.0 57.0 49.5 46.8 74.3 70.2 90.0 90.0 90.0 90.0 52.0 49.1 77.9 73.6 90.0 90.0 90.0 90.0 33.0 36.0 56.8 85.2 90.0 90.0 59.6 89.1 90.0 90.0 56.8 85.2 90.0 90.0 59.6 89.4 90.0 54.0 53.8 80.7 90.0 90.0 56.4 84.7 90.0 57.0 14.3 66.5 68.7 90.0 46.5 69.7 90.0 90.0 39.0 52.5 78.7 90.0 90.0 55.0 82.5 90.0 90.0 60.0 63.0 51.1 76.7 90.0 90.0 53.6 80.4 90.0 60.0 42.1 63.2 84.2 - 0 M.2 66.2 88.3 90.0 41.0 49.9 74.8 90.0 90.0 52.3 78.5 90.0 90.0 48.7 73.1 90.0 90.0 51.1 76.6 90.0 63.0 40.1 60.2 80.2 90.0 42.1 63.1 81.1 90.0 30.0 132 65.1 90.0 90.0 90.0 68.1 90.0 90.0 90.0 66.0 69.0 46.5 69.7 90.0 90.0 49.7 73.1 90.0 66.0 38.3 57.4 76.6 90.0 a0.1 60.2 80.3 90.0 33.0 59.2 98.8 90.0 90.0 62.0 90.0 90.0[.0 11.5 66.7 88.9 90.0 /6.6 69.9 90.0 69.0 36.6 51.9 73.2 90.0 38.4 57.6 76.8 90.0 36.0 54.2 91.4 90.0 90.0 56.9 85.3 90.0 72.0 42.6 63.9 BS.2 90.0 44.7 67.0 89.4 39.0 S0.1 7S.1 90.0 90.0 S2.S 78.7 90.0 30.0 138 62.3 90.0 90.0 90.0 65.3 90.0 90.033.0 56.6 81.990.090.0S9.3 89.0 90.037.0 50575.7 90.0 90.0 52.9 79.4 90.030.0 144 59.7 69.5 90.0 90.0 62.6 90.0 90.033.0 54.2 81.4 90.0 90.0 56.9 95.3 90.036.0 19.7 71.6 90.0 .0 52.1 78.2 90.0 SEE SHEETS 12 IC 13 FOR DESCRIPTION C2 = (2) ANCHORS TYPE'C' AT JAMB OR EACH SIDE OF MULLION C3 = (3) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION C4 = (4) ANCHORS TYPE'C' AT JAMB 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 JAMB OR EACH SIDE OF MULLION D4 = (4) ANCHORS TYPE'D' AT JAMB OR EACH SIDE OF MULLION DS = (5) ANCHORS TYPE'D' AT JAMB OR EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION FI HI I�I 3" -I�I- 3" 1.5" 1.5" C2, D2 C3, D3 3"V3- 1TFF 3" 3"3" 3" CS, DS 3" -� F- 3" 3' 3" 3" 3" C4, D4 AME IGHT moo? 1 I- W S W 2 �I� W 3 �I WIDTH (W) = Wl (JAMB) WIDTH (W) = W2 Z W3 (MULLION) YKK' cl P aEla(Ry . til5(IITOS YKK AP AMERICA 12I9 HWY 1 BYP455 DUBIIN. GEORGIA 31GI1 _1476I177- 5-(678)8 B 1 1 3n Z 7 . of h� LL 2 Q5 C7 W a Lncx a # Z'3a7i m O] W ui j J i a F- 14-1 NAL a c�b{.M1�A.1 RDIBO/. P.D. N" INC ]M L D W B &M. F JM DANK a . M 74W4 iBPE CFAT. Q •U1MDPo7A7 Na 7574 a Fl N: FL14218 DATE: M26.15 SCALE: NTS DWG.u: YKK162 SHEET: g DOOR MULLION LOAD CAPACITY (PSF) NOMINAL DIMS. WITHOUT STEELREINF. WITH STEEL REINF. WIDTH (W) FRAME HEIGHT EXT.(+) INT. (-) EXT. (+) INT. (-) 24 102 70.0 70.0 70.0 90.0 30 36 70A 70.0 70.0 90.0 70.0 70.0 70.0 90.0 42 48 70.0 70.0 70.0 90.0 70.0 70.0 70.0 1 90.0 54 60 70.0 70.0 71.1 90.0 70.0 70.0 70.0 90.0 24 30 108 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 36 70M - 70.0 70.0 90.0 42 48 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 54 60 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 24 114 70.0 70.0 70.0 90.0 30 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 48 54 60 70D 70.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 24 120 70.0 70.0 70.0 90.0 30 70.0 70.0 70.0 90.0 36 42 70.0 70.0 70.0 90.0 70.0 70.0 70.0 - 0 48 54 70.0 70.0 70.0 90.0 69.2 69.2 70.0 90.0 60 62.3 62.3 70.0 90.0 DOOR MULLION LOAD & ANCHOR TABLES FR HE ANCHOR TYPE TOTAL NO. OF ANCHORS REQUI RED AT DOOR MULUON HEAD AND SILL BY DESIGN PRESSURE 90 PSF SOPSF 70 PSF 60 PSF SOPS 40 PSF 30 PSF A 9 8 7 6 5 4 3 B 8 8 7 6 5 1 3 C 13 11 10 9 7 6 5 D 12 13 9 e 7 6 1 _ CISfC_��17 ,ME 5HT L= --�i Y-W2-- �LW1-�-r WIDTH (W) = W1 + W2 2 ANCHOR TOTAL NO. OF ANCHORS REQUIRED AT DOOR MULLION HEAD AND SILL BY DESIGN PRESSURE TYPE 90 PSF 80 PSF 70 PSF 60 PSF 50 PSF 40 PSF 30 PSF A 9 8 7 6 5 4 3 B 8 8 7 6 S 4 3 C 13 ll 30 9 7 6 5 D 12 11 9 8 7 6 4 16 4 DOOR MULLION WITHOUT STEEL REINFORCEMENT 17 16 4 DOOR MULLION WITH STEEL REINFORCEMENT FR, HEI FR HE �--_-- YKK OUTIWSEPARATE DOORS SEE SEPARATEE APPROVAL EME i SHT �W1�-' (----W2 ...I ... WIDTH (W) = Wl + W2 2 4 YKK OUTSWING DOORS SEE SEPARATE APPROVAL 7� EME uHT W l W2 SINGLE DOOR WITH TRANSOM WIDTH (W) = W1 + W2 2 YKK a p' aw)m 1316(!{T0S YKK AP AMERICA 1229 -<Rl BYPASS DUBLIN, GEMGIA 31021 PH: 1478I277-1"5 FAR: IB7BIB3eiW1 m a 4 F In LLL si qSY 17 mM3 EnloIe� i Oo3 V2 O DO R o m 2 /aLaa � ~ � Q a REMARKS BY I DATE x0 SIMLL NOT BE REPRODUCED IN W HOLE OR PART WITHOUT W-EN OF BUILDING DROPS, INC. �nIGHUGniInG, OR OTHER AETERAj'oM,AEEH'IoR5 THIS DOCUMENT ARE NOT PERMITTED AND NVAUC OUR CERT9KATION. .��%%% I 7 ='n•• TT � M8 E D-A BEACH II / 3le DAMA BEACH, iL ?TOOB FBPE MT. " AUTHORIZATION " 29571 FL R: FL14218 DATE: 10.26.15 DWG. BY: CHK. BY: SM HFN SCALE: NTS DWG. It: YKK1Fi7 l0 OF 1 DOOR MULLION LOAD & ANCHOR TABLES DOOR MULLION LOAD CAPACITY (PSF) DOOR MULLION LOAD CAPACITY (PSF) NOMINALDIMS. WITHOUT STEEL REINF. WITH STEEL REINF. NOMINALDIMS. WITHOUT STEEL REINF. WITH STEEL REINF. FRAME HEIGHT (I N.) DOORPANEL WIDTH-W1 (I N.) SIDELITE WIDTH-W2 (I N.) EXT.(+) INT. I-) EXT.(+) INT.(-) FRAME HEIGHT (IN.) DOORPANEL WIDTH-W1 (IN.) SIDEUTE WIDTH-W2 (IN.) EXT.(+) INT. I-) EXT.(+) INT. I-) 96 36 30 70.0 70.0 70.0 90.0 120 36 30 69.9 69.9 70.0 90.0 36 70.0 70.0 70.0 90.0 36 66.2 66.2 70.0 90.0 42 70.0 70.0 70.0 90.0 42 62.8 62.8 70.0 90.0 48 70.0 70.0 70.0 90.0 48 S9.8 59.8 70.0 90.0 42 30 70.0 70.0 70.0 90.0 42 30 62.8 62.8 70.0 90.0 36 70.0 70.0 70.0 90.0 36 59.8 59.8 70.0 90.0 42 70.0 70.0 70.0 90.0 42 S7.1 57A 70.0 90.0 48 70.0 70.0 70.0 90.0 48 57.1 57.1 70.0 90.0 48 30 1 70.0 70.0 70.0 90.0 08 30 S7.1 57.1 70.0 90.0 36 70.0 70.0 70.0 90.0 36 57.1 57.1 70.0 90.0 42 70.0 70.0 70.0 90.0 42 57.1 57.1 70.0 90.0 48 70.0 70.0 70.0 90.0 44 57.1 57.1 70.0 90.0 102 36 30 70.0 70.0 70.0 90.0 36 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 70.0 70.0 70.0 90.0 q2 30 70.0 70.0 70.0 90.0 36 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 70.0 70.0 70.0 90.0 48 30 70.0 70.0 70.0 90.0 36 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 70.0 70.0 70.0 90.0 108 36 30 70.0 70.0 70.0 90.0 36 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 70.0 70.0 1 70.0 90.0 42 30 70.0 70.0 70.0 90.0 36 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 70.0 7M0 70.0 90.0 48 30 70.0 70.0 70.0 90.0 36 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 S7.1 S7.1 70.0 90.0 114 36 30 70.0 70.0 1 70.0 90.0 36 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 69.8 69.8 70.0 90.0 q2 30 70.0 70.0 70.0 90.0 36 69.8 69.8 70.0 90.0 42 66.6 66.6 70.0 90.0 48 63.6 63.6 70.0 90.0 48 30 66.6 66.6 70.0 90.0 36 1 63.6 1 63.6 70.0 90.0 42 57.1 1 57.1 70.0 90.0 48 i 57.1 1 57.1 70.0 90.0 DOOR MULLION WITHOUT STEEL REINFORCEMENT FRAME HEIGHT DOOR MULLION WITH STEEL REINFORCEMENT ANCHOR TYPE TOTAL NO. OF ANCHORS REQUIRED AT DOOR MUWON HEAD AND SILL BY DESIGN PRESSURE 90 PSF 80 PSF 70 PSf 60 PSF 50 PSF 40 PSF 30 PSF A 11 10 9 e 6 5 4 8 30 9 8 7 6 5 4 C 15 13 12 30 9 7 5 D 14 13 11 30 8 7 5 DOUBLE DOOR WITH TRANSOM IR HT YKK i a p I utspires YKK AP AMERICA lug NYn uL LrrAu DUSAN, GEORGU 31021 PM: Hn12T 1955 FAL: 46.0.400t ~ :3 �O C zLn t 3 Eno i cS3�s � 2 m � W W j H Q a � REMARKS By DATE I % ' NAL NB�41 MIAll�1�i` 110111DA P.E. NP 7A BULOM DROPS. w BB ]L DANA BEACH BLW. 0 33a DANA BLACK EL } EBPE T. OF AUTHORIZAT Na M78 FL q: FL14218 DATE 10.26.15 DWG. BY: CHK. By SM HFN SCALE: NTS DWG.a YKK162 SHEET. OF 17/ BY OTHERS TYPICAL INSTALLATION ANCHOR, SEE SPECS BELOW CAULK BETWEEN CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS TREMCO SPECTREM 2 SILICON SEAL OVER ALL ANCHORS O.A. FRAME EXTERIO HEIGHT O.A. FRAME HEIGHT MIN. EDGE DISTANCE, SEE SPECS BELOW TYPICAL INSTALLATION ANCHOR, SEE ' ,� `• MIN. EMBEDMENT, }'�• SPECS BELOW ,' • SEE SPECS BELOW • I 2X BUCKS OR WOODOOD S STRUCTURERE L BY OTHERS 3/8" MAX. SHIM PERIMETER FOR %6" ANCHORS, SEALANT 1/4" MAX. SHIM BY OTHERS FOR Y4" ANCHORS 6 D SEE GLAZING OPTIONS SHEETS 3 &4 R INTERIOR A VERTICAL SECTION HEAD - CONCRETE/MASONRY W/ 1X BUCK LIGHT CONFIGURATION SEE GLAZING OPTIONS SHEETS 3 &4 'o 9 10 i• EXTERIOR MIN. EDGE DISTANCE, SEE SPECS BELOW STEEL OR ALUM. STRUCTURE, _T BY OTHERS, SEE SPECS MIN. BELOW EMBED., SEE TYPICAL SPECS BELOW INSTALLATION 3/8" 5M�AX. SHIM 6 FOR A16" ANCHORS, 1/4" MAX. SHIM TREMCO SPECTREM 2 J FOR Y4" ANCHORS SILICON SEAL EXTERIOR OVER ALL ANCHORS INTERIOR VERTICAL SECTION HEAD - WOOD FRAMING LIGHT CONFIG.- TYPICAL INSTALLATION LIMIT DESIGN LOADS FOR HORIZONTAL AS FOLLOWS MAX HORIZ. SPAN MAX GLASS HEIGHT ABOVE HORIZ. MAX DESIGN LOADS 60" 55-15/16' 65 PSF 60" 84" 55 PSF g� VERTICAL SECTION DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. GLASS AREA ABOVE HORIZONTAL, FOR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAY BE CALCULATED SEPARATELY. \ 7 7 / HORIZONTAL MEMBER �3' SEE GLAZING OPTIONS SHEETS 3 &4 EXTERIOR TREMCO SPECTREM 2 _ SILICON SEAL OVER ALL ANCHORS I" DIA WEEPS TWO PER_ LITE AT B" FROM EACH VERTICAL INTERIOR 3/8" MAX. SHIM FOR "%" ANCHORS, 1/4' MAX. SHIM FOR Y4' ANCHORS PERIMETER SEALANT - - •-•�.` 4; J BYOTHERS+` • MIN. EMBEDMENT, TYPICAL INSTALL. ANCHOR, SEE JI'l'•'•' "�•••' �'. III SEE SPECS AT RIGHT SPECS AT RIGHT CONCRETE/MASONRY-�.I MIN. EDGE DIST., BY OTHERS SEE SPECS AT RIGHT C VERTICAL SECTION qv SILL - DIRECT TO CONCRETE/MASONRY LIGHT CONFIGURATION ANCHOR, SEE SPECS BELOW MIN. EDGE DISTANCE, SEE SPECS BELOW MIN.3 THREADS PENETRATION I PERIMETER SEALANT BY OTHERS 3/8" SHIM 6M�AX. FOR A6" ANCHORS, 6 1/4" MAX. SHIM FOR Y4" ANCHORS EXTERIOR INTERIOR E VERTICAL SECTION HEAD - METAL SUBSTRATE LIGHT CONFIG. - TYPICAL INSTALLATION YHS SO FS ANCHOR TYPES SUBSTRATEMIN MIN. ANCHOR TYPE ANCHOR DESCRIPTION REQUIREM NTS EMBEDMENT EDGE DISTANCE NOTES 5/16"" DIA. TAPCON BY ETW CONCRETE AT HEAD, SILL OR JAMBS Ft 1-3/4" 3" FOR USE (Fu=125 KSI, Fy=100 M) 300D PSI MIN. THROUGH THROUGH OR 5/16"" DIA. ULTRACON BY ELCO OPTIONAL BYX C-90 HOLLOW/FILLED A (Fu=177 KSI, Fy=155 KSII BLOCK AT JAMBS F-M = 1" 3" OTHERS 2000 PSI MIN. 5/16"" DIA. ULTRACON BY ELCO MIN. S.G. • 0.55 WOOD 1.1/2" 1" -- (Fu-177 KSI, Fy=155 KSI) STEEL: 12 GA MIN., THREE STEEL IN 5/16' DIA. SELF -DRILLING Fy-36 KSI MIN. THREADS CONTACT WITH B SCREWS (GRADE 5) ALUM.: PENETRATION 3/4' ALUM. TO BE MIN. , 6063-TS MIN. PAST METAL STRUCTURE PLATED OR PAINTED 1/4' DIA. TAPCON BY ITW CONCRETE AT HEAD, FOR USE IF_125 KSI, Fy=100 KSI) SILL OR JAMBS F'C= 3000 PSI MIN. 1-3/4' 2-1/2' THROUGH OR OPTIONAL 1X C-90 HOLLOW/FILLED " 1/4" DIA. ULTRACON BY ELCO BUCKS, BY C (Fu-177 KSI, Fy155 KSI) BLOCK AT JAMBS F'M • 20DO PSI MIN. 1-3/4 2-1/2" OTHERS 1/4' DIA. ULTRACON BY ELCO MIN. S.G. • 0.55 WOOD 1-1/2" 1" (Fw177 KSI, Fy155 M)- STEEL: 12 GA. MIN., 3 THREADS STEEL IN 1/4" DIA. SELF -DRILLING Fy36 KSI MIN. PENETRATION CONTACT WITH D SCREWS (GRADE 5) ALUM.: 1/8"' MIN., PAST METAL 3/4" ALUM. TO BE 6063-T5 MIN. STRUCTURE PAI OR PaNTEoNTED 1/4" DIA. SELFDRILLING 18 GA. MIN. STEEL 1-1/2" IN 1" IN E SCREWS (GRADE 5) STUD, Fy • KSI M. WOOD WOOD _ WITH WOOD BACKING D WK �118IRY inspires' YKK AP AMERICA lug mm ul ByVAI4 DUBLIN, GEORG:A 31021 M: H7812171955 FM I67BI838Uj -6W1 Uj u z O lei Ry@ Oo O4l O � Gu puy]�p_�s U- hir � � so L 7 2 > PIES > J e f Q } co ~Q a REMARKS BY DATE A GASKET REVISION I LS 110191 F'ppi 7 1BB E DANIA BEA01 BLW. F 1.]B D-A BYADH. R S300F FBPE =T. OF AUTHOBZATKIN N M78 FIE R: FL14218 DATE: 10.26.15 DWGCB^ I CHKaYI N SCALE: NTS DWG. III: YKK162 12 OF 1 CONCRETE/MASONRY MIN. EDGE MIN. EDGE DISTANCE, BY OTHERS DISTANCE, SEE SPECS BELOW TYPICAL INSTALLATION ANCHOR, I SEE SPECS BELOW SEE SPECS BELOW I TYPICAL STEEL OR ALUM. MIN. EDGE DISTANCE, CAULK BETWEEN N •' INSTALLATION STRUCTURE, SEE SPECS BELOW CONCRETE/MASONRY & 1X :4 .: • ' ''' ' -- MIN. EMBEDMENT, "1�• ANCHOR, SEE BY OTHERS, SEE SPECS WOOD BUCK BY OTHERS •:' •, • SEE SPECS BELOW SPECS BELOW MIN. BELOW 1X WOOD BUCK .. 2X WOOD BUCKS OR •1 EMBED., SEE TYPICAL I ' BY OTHERS WOODSBYO SPECSIELOW INSTALLATION MIN. 3 EXTERIOR FINISH L HERRE S ANCHOR, SEE THREADS BY OTHERS SPECS BELOW PENETRATION 3/8" SHIM PERIMETER PERIMETER PERIMETER SEALANT 5M�AX. FOR /16" ANCHORS, SEALANT SEALANT BY OTHERS 7 1/4" MAX. SHIM BY OTHERS BY OTHERS TREMCO SPECTREM 2 FOR Y4" ANCHORS 27 3/8" MAX. SHIM 27 3/8" MAX. SHIM SILICON SEAL ` ` ° FOR X6" ANCHORS, FOR %G" ANCHORS, OVER ALL ANCHORS 28 " SEE GLAZING 28 1/4" MAX. SHIM 28 1/4" MAX. SHIM O.A. FRAME HEIGHT O.A. FRAME HEIGHT OPTIONS SHEETS 3 FOR 1/4" ANCHORS FOR Y4" ANCHORS TREMCO SPECTREM 2 TREMCO SPECTREM 2 y , & 4 SILICON SEAL SILICON SEAL EXTERIOR INTERIOR EXTERIOR OVER ALL ANCHORS INTERIOR EXTERIOR OVER ALL ANCHORS INTERIOR VERTICAL SECTION (6) VERTICAL SECTION �M VERTICAL SECTION HEAD - CONCRETE/MASONRY W/ IX BUCK HEAD - WOOD FRAMING qv HEAD - METAL SUBSTRATE MEDIUM/HEAVY CONFIGURATION MEDIUM/HEAVY CONFIG. -TYP. INSTALLATION MEDIUM/HEAVY CONFIG. -TYP. INSTALLATION SEE GLAZING : y OPTIONS SHEETS 3 &4 a 9 10 \ LIMIT DESIGN LOADS FOR HORIZONTAL AS FOLLOWS MAX HORIZ. SPAN MAX GLASS HEIGHT ABOVE HORIZ. MAX DESIGN LOADS W. S5-25/16" 65 PSF 60" 84" 55 PSF EXTERIOR DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX GLASS AREA ABOVE HORIZONTAL, FOR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAY BE CALCULATED SEPARATELY. VERTICAL SECTION HORIZONTAL MEMBER SEE GLAZING OPTIONS SHEETS 3 &4 EXTERIOR INTERIOR g 25 TREMCO SPECTREM 2 SILICON SEAL 3/8" MAX. SHIM OVER ALL ANCHORS 27 FOR %6" ANCHORS, 3/8" DIA WEEPS TWO PER 1/4" MAX. SHIM LITE AT 8" FROM EACH 26 FOR Y4" ANCHORS VERTICAL PERIMETER SEALANT BYOTHERS '.•` ;" MIN. EMBEDMENT, TYPICAL INSTALL. ANCHOR, SEE +'• �','- r'. ., SEE SPECS AT RIGHT SPECS AT RIGHT CONCRETE/MASONRY) MIN. EDGE DIST. BY OTHERS SEE SPECS AT RIGHT VERTICAL SECTION SILL - DIRECT TO CONCRETE/MASONRY MEDIUM/HEAVY CONFIGURATION YHS 50 FS ANCHOR TYPES ANCHOR TYPE ANCHOR DESCRIPTION SUBSTRATE REQUIREMENTS EMMIN. MIN. BEDMENT EDGE NOTES DISTANCE 5/16"" DIA. TAPCON BY ITW CONCRETE AT HEAD,SILL OR JAMBS F'C = 1-3/4" 3" FOR USE (Fu=125 K51, Fy=1lJ0 KSI) 3000 PSI MIN THROUGH 5/16— DUI ULTRACON BY ELCO C-90 HOLLOW/FILLED PTIOKNSAL L'X A (Fu•177 KSI, Fy+155 KSI) BLOCK AT JAMBS FM • 1" 3' OTHERS 2000 PSI MIN. S/36— DM. ULTRACON BY ELCO MIN. S.G. • 0.55 WOOD 1-1/2' 1" (F-177 KSI, FV-155 KSI) STEEL: 12 GA MIN., THREE STEEL IN 5/16" DIA. SELF -DRILLING Fy-36 KSI MIN. THREADS CONTACT WITH B PENETRATION 3/4' PLATED OBE R SCREWS (GRADE S) ALUM.:-TS MIN., PAST METAL PLATED OR 6063-TS MIN. STRUCTURE PAINTED 1/4" DIA. TAPCON BY Ff W CONCRETE AT HEAD, FOR USE (Fu-12S KSI, Fy=100 KSI) SILL OR)AMBS F'C= 1-3/4' 2-1/2' THROUGH OR 3000 PSI MIN. OPTIONAL 1X 1/4" DIA. ULTRACON BY ELCO C-90 HOLLOW/FILLED BUCKS, BY C (Fw177 K51, Fy155 K51) BLOCK AT JAMBS FM • 1-3/4' 2-1/2' OTHERS 2000 PSI MIN. 1/4" DUI ULTRACON BY ELCO (Fu•177 KSI, Fy+1SS K5MIN, S.G.+0.55 W000 1) STEEL: 12 GA. MIN., 3 THREADS STEEL IN 1/4' DIA. SELF -DRILLING Fp36 KSI MIN. PENETRATION CONTACT WITH D 3/4" ALUM. TO BE SCREWS GRADE S) ALUM.: 1/8—MIN., PAST METAL 6063-TS MIN. STRUCTURE PLATEDOR PAINTED 1/4" DIA. ELF -DRILLING 18 GA. MIN. STEEL 1-1/2" IN 1" IN _ E SCREWS (GRADE S) STUD, iy • 33 K51 MIN. WOOD WDOD - WITH WOOD BACKING "K YHS 50 FS ANCHOR TYPES ANCHOR TYPE ANCHOR DESCRIPTION SUBSTRATE REQUIREMENTS EMMIN. MIN. BEDMENT EDGE NOTES DISTANCE 5/16"" DIA. TAPCON BY ITW CONCRETE AT HEAD,SILL OR JAMBS F'C = 1-3/4" 3" FOR USE (Fu=125 K51, Fy=1lJ0 KSI) 3000 PSI MIN THROUGH 5/16— DUI ULTRACON BY ELCO C-90 HOLLOW/FILLED PTIOKNSAL L'X A (Fu•177 KSI, Fy+155 KSI) BLOCK AT JAMBS FM • 1" 3' OTHERS 2000 PSI MIN. S/36— DM. ULTRACON BY ELCO MIN. S.G. • 0.55 WOOD 1-1/2' 1" (F-177 KSI, FV-155 KSI) STEEL: 12 GA MIN., THREE STEEL IN 5/16" DIA. SELF -DRILLING Fy-36 KSI MIN. THREADS CONTACT WITH B PENETRATION 3/4' PLATED OBE R SCREWS (GRADE S) ALUM.:-TS MIN., PAST METAL PLATED OR 6063-TS MIN. STRUCTURE PAINTED 1/4" DIA. TAPCON BY Ff W CONCRETE AT HEAD, FOR USE (Fu-12S KSI, Fy=100 KSI) SILL OR)AMBS F'C= 1-3/4' 2-1/2' THROUGH OR 3000 PSI MIN. OPTIONAL 1X 1/4" DIA. ULTRACON BY ELCO C-90 HOLLOW/FILLED BUCKS, BY C (Fw177 K51, Fy155 K51) BLOCK AT JAMBS FM • 1-3/4' 2-1/2' OTHERS 2000 PSI MIN. 1/4" DUI ULTRACON BY ELCO (Fu•177 KSI, Fy+1SS K5MIN, S.G.+0.55 W000 1) STEEL: 12 GA. MIN., 3 THREADS STEEL IN 1/4' DIA. SELF -DRILLING Fp36 KSI MIN. PENETRATION CONTACT WITH D 3/4" ALUM. TO BE SCREWS GRADE S) ALUM.: 1/8—MIN., PAST METAL 6063-TS MIN. STRUCTURE PLATEDOR PAINTED 1/4" DIA. ELF -DRILLING 18 GA. MIN. STEEL 1-1/2" IN 1" IN _ E SCREWS (GRADE S) STUD, iy • 33 K51 MIN. WOOD WDOD - WITH WOOD BACKING "K "K rip impM ', IRSNITBS YKK AP AMERICA HV/T A11 BYPASS oUBLIeun.6EDIIGu 33021 H161117 1— 1-161e411-1 WU N ZOO � EE e a0 4F t5 riN OW So LD. o v�,0 > h j R = >a mm AB m c\+ Q 1= REMARKS BV DATE A GASKET REVISION I LS 110,1911 0 ��5 F. 1..N�� ��Auut��E``�p� RORDA P.E. N, 737M •UKDNO DROPS, — 38e E DANIA BEACH BLVD. F me DANIA BEAOI, R S3COA fBPE DENT. a AUTHOR1ZATIM Na M78 FL It: FL14218 DATE: 10.26.15 DWG. BM CHKHFN SCALE: NTS DWG.«: YKK162 SHEET: 13 CONCRETE/MASONRY BY OTHERS INTERIOR FINISH BY OTHERS . PERIMETER SEALANT-�� BY OTHERS 1X WOOD BUCK----- BY OTHERS CAULK BETWEEN WOODAND CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS-'. INTERIOR SEE GLAZING OPTIONS / SHEETS 3 & 4 INTERIOR SEE GLAZING OPTIONS - ;HEETS 3 & 4 INTERIOR SEE GLAZING . A 1, OPTIONS SHEET' E•-, - s •INTERIOR FINISH SY OTHERS PERIMETER SEALANT BY OTHERS ,1 CONCRETE/MASONRY .:�.•,: BY OTHERS .. PERIMETER SEALANT BY OTHERS EXTERIOR FINISH ............. BY OTHERS .............. EXTERIOR EXTERIOR EXTERIOR O.A. FRAME WIDTH O.A. FRAME WIDTH F HORIZONTAL SECTION G HORIZONTAL SECTION (HORIZONTAL SECTION JAMB - CONCRETE/MASONRY W/ 1X BUCK VERTICAL MULLION IAMB - DIRECT TO CONCRETE/MASONRY LIGHT CONFIGURATION LIGHT CONFIGURATION LIGHT CONFIGURATION CONCRETE/MASONRY BY OTHERS � INTERIOR FINISH BY OTHERS ,. PERIMETER SEALANT----n BY OTHERS •�. 1X WOOD BUCK�� BY OTHERS CAULK BETWEEN WOODAND'� CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT —I. — BY OTHERS - EXTERIOR FINISH BY OTHERS ...__.. SEE GLAZING OPTIONS SHEETS 3 & 4 INTERIOR SEE GLAZING OPTIONS - HEETS 3 & 4 INTERIOR SEE GLAZING OPTIONS .....J SHEETS 3 & 4 FINISH BY OTHERS PERIMETER SEALANT • BY OTHERS J �-�-CONCRETE OR t 1' • MASONRY 1, ' BY OTHERS PERIMETER SEALANT Z BYOTHERS q "':`EXTERIOR FINISH INTERIOR EXTERIOR HORIZONTAL SECTION VERTICAL EXPANSION MULLION SEE SEPARATE APPROVAL FOR DOOR RATINGS & DETAILS EXTERIOR EXTERIOR EXTERIOR BY OTHERS O.A. FRAME WIDTH O.A. FRAME WIDTH HORIZONTAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION KWHORIZONTAL SECTION JAMB - CONCRETE/MASONRY W/ 1X BUCK VERTICAL MULLION JAMB - DIRECT TO CONCRETE/MASONRY DOORJAMB MULLION MEDIUM CONFIGURATION MEDIUM CONFIGURATION MEDIUM CONFIGURATION YKK IRSPITBB YKK AP AMERICA DUOUN, GEDRWA MI All: I47912" 1"S FM: 167SA13 001 1W- Z h M%i T 2 0iR=F a N y�3a QLu i €71 z 0 ISJ O A ; m O = m 2 W a K= Q a REMARKS BY DATE A -GASKET REVISION I LS 11DA91 MiiFx WM1EMiTxCpUISEMxKGERuxDIxG, .ROTHER MMMGOT 1SCMCMETMEHTHAMTFDM D VUD71 OUR CERTRTroxIle 7 �141: 16e E DENn eE-H &w. / vs DMDA 6i . R }TpD6 E➢PE MT. OF AUTIg6IATKIN Na M. FL #: FL14218 DATE: 10.26.15 DWG.BY: cH HFN SCALE: NTS DWG.#: YKK162 SHEET: /(/J�� 1 `Lf OF 17. MIN. EMBEDMENT, SEE SPECS, SHEETS 12 & 1 I CONCRETE/MASONRY i-_ BY OTHERS ' INTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS CAULK BETWEEN WOOD AND CONCRETE/MASONRY BY OTHERS—� TYP. INSTALLATION MIN. EDGE ANCHOR, SEE SHEET 12 & 13 DISTANCE, 1X WOOD BUCKIr SEE SPECS, BY OTHERS SHEETS 12 & 13 PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BYOTHERS 3/8" MAX. SHIM FOR %6" ANCHORS, 1/4" MAX. SHIM FOR Ya" ANCHORS rINTERIOR EXTERIOR SEE GLAZING OPTIONS SHEETS 3 &, O.A. FRAME WIDTH —� INTERIOR EXTERIOR SEE GLAZING OPTIONS - �HEETS 3 & 4 INTERIOR EXTERIOR O.A. FRAME WIDTH MIN. EMBEDMENT, SEE SPECS, SHEETS 12 & 13 f. • INTERIOR FINISH ''4 BY OTHERS I PERIMETERSEALANT BY OTHERS TYP. INSTALLATION ANCHOR, SEE SHEETS 12 & 13 MIN. EDGE ---- CONCRETE/MASONRY DISTANCE, BY OTHERS SEE SPECS, PERIMETER SEALANT SHEETS 12 & 13 BY OTHERS (I �—EXTERIOR FINISH BY OTHERS SHIM 5M�AX. FOR )16" ANCHORS, MAX. SHIM FORY4"ANCHORS N HORIZONTAL SECTION 0HORIZONTAL SECTION rpHORIZONTAL SECTION JAMB - CONCRETE/MASOIAMB - NRY W/ 1X BUCK VERTICAL MULLION DIRECT TO CONCRETE/MASONRY HEAVY CONFIGURATION HEAVY CONFIGURATION HEAVY CONFIGURATION YKK cl P�. YKK AP AMERICA U.- "2 .-4U BYPASS DUBLIN, GEDRGIAS1011 lnelnl.l%S FAX: 16181838 l cPH: C h a Z O Z ¢ O W < cc 'n0 zs 7i z 9W� m O ; 0 co = 2 m � �7 Q a REMARKS BY DATE A -GASKET REVISION " o.19.1i I 7 tvoJr z OT: �T R A P.E. N• )]PB BIIKD8F0 DROP; B ]BB E DAHA BEAOI &W. J 1Y DANU BE . FL ]DDD1 FHPE FEAT. Oi AUIHp61ATKNF No. Y%70 FL #: FL14218 DATE: 10.26.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG.#: YKK162 SHEET: is OF 17/ ITEM NO. PART NUMBER DESCRIPTION MATERIAL 1 E947623 LIGHT MULLION/IAMB& MEDIUM/HEAW IAMB 6063-T5 2 E9-0617 SHALLOW POCKET FILLER 6063-TS 3 E9-0605 MEDIUM MULLION/JAMB & HEAVY MULLION 6D63-T5 4 E9-0605 DEEP POCKETFILLER 6063-T5 5 E9-D614 FLUSH FILLER 6063 T5 6 E9-0622 HEAVY IAMB & HEAD 6053-T5 7 E1-1062 HEAVY MULLION REINFORCEMENT STEEL 9 E9.0608 GLASS STOP 6063-TS 30 E9-D503 HORIZONTAL MEMBER 6063-TS 11 E9-0624 LIGHT SILL 6063-TS 12 13 E9-D625 LIGHT SILL FIASHING 6063-TS 14 E2-0088 INTERIOR GLAZING GASKET EPDM 15 E2-0083 EXTERIOR GLAZING GASKET EPDM 16 E9-0504 DOOR MULLION 6063-T5 17 E9-OS18 FEMALE EXPANSION MULLION 6063-TS 18 E9-0519 MALE EXPANSION MULLION 6D53-T5 19 -- EXPANSION MULLION REINFORCEMENT STEEL 23 E2-0084 INTERIOR GLAZING SPACER PC EPDM 24 E2-0080 SETTING BLOCK EPDM 25 E9-0615 MEDIUM/HEAW SILL 6063T5 26 E9-0619 MEDIUM/HEAW SILL FLASHING 6D63-T5 27 E1.1071 ANCHOR PLATE 6063 T5 28 E9.0501 MEDIUM/HEAW HEAD 6063-T5 0.090" 5.000" f0- " L — r 2.500" —1 OMEDIUM MULLION/JAMB & HEAVY MULLION 6063-T5 0.071" 5.000" 1.000" �— 2.500" —� OHEAVY JAMB BE HEAD 6063-T5 WWI Ql18�11� 0.078" 0.079" 6 YKK AP AM', IIIESRQINCA Un w4YPASi DUBLIK.6EOER61A31D11 PH I4741177-1955 FAX. 16)BI4348fi001 Z 5.1=" 1.000" L 3.898" 1.000" m E 9 vi �3 z °�=�'F z� g S I 2.500" 0.799" Icy � OJ s yy � mm�aB cc O LIGHT MULLION/JAMB & MEDIUM/HEAVY JAMB O SHALLOW POCKET FILLER 1 > i J „ 3 5063-T5 6063-T5 Z m m o Z 0 O m O a ~ Q P- a REMARKS BV DATE �{ 0.079" 0.079" AHD —11 10T BE GntiNG�O oOtnER L � 1 MMKiMGS iO TMLL DOG Mfni ME NOi PERMITTED MO 1.000" 3.898" IL8 `,�IT111RIIIIPF/T7T 1.496" � �g F. O "e ` r � �O 1.390" *.: Pjo�- 86" v •• T/�T � = O DEEP POCKET FILLER O O� . 5 FLUSH FILLER � •.,,,,,,,.•• G�� 4 6063-T5 5063-T5 ��'S70NA"11:1% iH. we 4E. BG,111 / DN,A EAFiM N] 0.188" F!E CERT. a AunEwuATaK c x467e N FL 77: 4.500" F L14218 DATE: 10.26.15 L DWG. BY: CHK. BY: SM HFN --{ 1.soo" SCALE: NTS HEAVY MULLION REINFORCEMENT D YKK162 SHEET: O STEEL OF 17_ WK 4.969" �� owity 79„ 0.047" Inspires 4.969" n 1�0 0.079^ 2.500" YKK AP ABM RICA 31021 L229 HWY 1B .)S DUBUN, GEDRGin 31011 vH. 142BII22.1955 iM.. 162B183B 600] 1.311" 1.429" 2.500 2.500" 1.189" Lp 1.693" H 0.071" 2 ¢ ° at $ } �ccc w o;�aPa OGLASS STOP HORIZONTAL MEMBER LIGHT SILL LIGHT SILL FLASHING LLn z ° z m s = 7 9 10 11 13 0 6063-TS 6063-T5 6063-TS 6063-TS = o W° ; 'm 0.193" 0.157" w E- Q a II(��I Ilrnj' I REMARKS BY DATE 0.091" 5.000" p 094„ 5.000" 0.0911, 4.000" 5.000" I a aL a�o�,�r� 2.500" +{ 0.313" wu*pinioD`�iaa.nciucnnNGLox a.HEw �-- 1.281" �-- 1.281" nu�nNGs rows DocuueHr uLLNm n�rineD•ND 1E> DOOR MULLION 17 FEMALE EXPANSION MULLION 18 MALE EXPANSION MULLION 19 EXPANSION MULLION REINF. F i1 r77722'i 6063-TS 6063-T5 6063-TS STEEL ��E O * r = -0 T T j - �{ 1.984" - 5.000" --i ','I,Ss'ON A1-E�S�``� Nu2�fl44 IdA kA! ��E. 5.252" �I name P.E.Nv 7 M 0.071" sLanrw Deops. nD Dw c Duu CK xw. xie 0.079' 3.898" 1.496" 2.500" EilK �E°r1.'"la wrNm�i N> w78 2.500" L 2.500" FL p: 1.18 0.62 " �- p.p79" I F L 142 18 IIT o.166" DATE: 0 079 10.26.15 4.969" DWG. BY: CHK. BY: SM I HFN 2S MEDIUM/HEAVY FRAME SILL 26 MEDIUM/HEAVY FRAME FLASHING 27 ANCHOR PLATE 28 MEDIUM/HEAVY HEAD SCALE: NTS 6063-T5 6063-T5 6063-T5 6063-T5 DWG. a: YKK162 SHEET: 17 OF 17/