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PRODUCT EVALUATION REPORT
BUILDING ;DROPS 398 f=astDan►a Beach Blvd. Suite 338. A Perfect Solution in Every Drop Dariia Beach, FL 33004 Certificate of Authorizatioh: 29W8 954.3994478 PH '9.54.744.4738 FX contact@buildin drsco om �. g.. P. roduct Evaluation Report of YKK AP America; Inc. Series "YHS 50 FI" Outside Glazed.Alumiinum Storefront S Y. stem I HVHZ Impact Rated CASTLES DESIGN GROUP. INC. REVIEW IS FOR GENERAL COMPLIANCE WITH CONTRACT DOCUMENTS. NO RESPONSIBILITY IS ASSUMED FOR CORRECTNESS OF DIMENSIONS OR DETAILS. NO EXCEPTIONS TAKEN MAKE CORRECTIONS NOTED, REVISE AND RESUBMIT REJECTED BY: DATE: (p$?0<6 for Florida Product Approval FL# FL142' t8 Report No. 4.011 Current Florida Building Code. Method. 1— D (Engineering Evaluation) Category: Panel Walls Sub.." Cate gory: Storefronts Product: YHS 50 FI Storefront Syste»: Material: Aluminum.606345 (Product Dimensions: See installation irsti�uctio. YKKI59 i Prepared For: YKK AP America, Inc. 332 Fireto' Wer Road Dublin,GA. 31.02.1 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73718 Date: 12/19/2015 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F Norero, !?:E. Reason: I am approving this document Date: 2016.02.19 oo:20:47 -05'dd F. 7 r �'�•. TT , Herrrfi9;o�`4��'. Florida o. 73778 i BUILDING DROPS FL*: FL14118 A Perfect SoJu - tion injivery . Drop Date: 12/1P/2015 - - - - - - - Repot"t No; 4011 C&tificate.of A.Uthorlzati6n: 29578 Manufacturer: YKK AP Amerip, Inc. Product Category: Product.'Sub-Catego-ry:- Panel[ Walls COMPliande -Method: State" Product Approval Method (j)(d) Product NarnLn Series "YHS 56 FI" Glaz ed Aluminum St6refr a ont System I. Scope: This is a Product Eval'6 ation Aeport issued by H6rmgs F. N6rero,'P.E. (FL # 73779) for YKK AP AmOrica, Inc. Imsedlon Method Id f the State of Florida.roduct Approval; Florida Department of P 0 Business"and Professional Regulation Florida Building Commission. mmission. H&rnes F. Norero, P.E. does not have 'nor will acquire financial interest inthe company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product lias b'Ln evaluated for use in locations'adhering to the Florida Building Code, See Inst011atibin Instructions YKKI59i sign'ecl.'ancl-sealed by Hermes Fi -Note ro, P.E. (FL # 73778) for specific use pararrieters, Limits of Use.:. 1. This product has been evaluated and -is inx moliante with the Floricla:Buil Building_ Code, 1 .1 .01. :ificluding,the "High Velocity Hurricane Zbhe"jHVHZ). 2. Product anchors shall be as lisied.and spa.ced. - ow as shown on details. AnAnchorernbedment.into .substrate material shall be beyond Wall dressing or stucco. 3. When used in areas requiring win d'b6rne. debris protec tion product complies with Chapter 16 of thieFlohda BuildingC6de.andd6e'shotr resistant covering. .. an mpact 4. Site conditions ditiphs that d - ev iate fro"m the I details of drawing YKK159 require further engineering analysis by a licensed engirieer or registered architect 5. See Installation InstfuctiobsYKK159for slie and design pre ssurb limitations. Hermes F. Notero-i P.E. . Florida NO. 137-1.8 Page 2 of 4 BUILDING (DROPS F,L#,:' FL.14218, A perfect Solution in! EVery Prop Date: .12/18/2015 Ceftifica t6nf Authorization: 29578 Reoort, No: 40I.1 quality Assurance:, The nianOfkturer hasd6m- onstrated cornplianpe of manufacture of products in accordance .with theFlorida Building Code, for manufacturing under a quality assurance program audited by an approved.quality,assurance entity through Architectural u'ral T-ettifigi Inc. (FBC Oeganizati . on: th . QUA, 1844). Pefforrhance-staiidards: The product described herein-has-be'en''tefted per • AAMA �S01-05 TAS 201-94 • TAS 202-94 TAS .203-94 Ref6reinced Data: 1. Product Testing performed by Architeictural Testing, Inc.I- Tampa (FBC Organization # TST4311) Report #: E4985.01-401481 Re'portb.ate- 11/65/15 Report #: E4890.01-401-18i Report Date 11/05/15 Sighing.Engineer'kstin P. McDonald,P.E. # 77418 2. Product Tetting performed. by Architectural Testing, 111 Inc. n ithia Springs (FBC Organizdtibn # TST3892) Report #: E8971;07r5S0-18, Report, Date: 11/0.4/15 Report #: E89.71,02-550-18, Report Date: .11/09/15 Report #: E8971:.03-;550-18, Report Date-- 11/05/15 Signing fngineer'': Justin . P.McDonq1d, P.E. # 77418 3! Produ' ct Testing perforrhe'd, by Hurrka rid Testing1a boraitiorV Report #: 0231-1203-08; rt DaiW13/ . 09 Repo Date: :Signing Engineer: Vinu J. Abraham, P.E-'# 53820 4. Material Certification I Miami -Dade County Notice of Acceptance :E. 1. DuPont D6 Nemo urs & C( i.- I c (no w ow Kura ray. America)- Spntryql6s Interlayer. guiakite PV8 I fiterlay e*f iS: Material (ertification: Miami -Dade County N ..ptice_ofAccdptance gasimph Chemical Company Saflex.PVB Inierlayeir Vanceva. PVB Inte'rlayer Hermes F. Noreroj P.E. Florida No. 73778 Page 3 of 4. 0.. BUILDING DROPS It IL A Perfect Solution in Every DFOP Certificate of Authorization: orizatiori: 29578. Ins.taillation: FL#: FL14218 bate: 12/18' ' /2015 Report No: 4011 Refer to.Installati.on Instructions (YKKI59) for anchor spacing and ,more details of the installation requirements. Design Pressure: Refer to Installation Instructions (YKK159) for design pressures based on -size, configuration, and glass types. Equivalence ofTest Standards: I. Various test standards dards have been evaluated for: difference's in test methodology, if any, between tested editions of the test, sta nda rds listed below and those -editions 'referenced in the current Fl orida Bu i1cling Code'. j YKk AP has tested their products to the following test standard edition(s): 1) ASTM. E28.3 2) ASTM E931 3) A$TM E330 4) TM-202-n94 Chapter-3.5 of the: currentFloridaBuilding Code references the following editions of the above mentioned test standards: i) AAMA 501-05' After review of the above mentioned referenced standards a.nd,editions, it has been found that the results and tests carried out meet the requirerfients for compliance With AAMA 501-05... All referenced standards have been found to be eq�Walent. Hermes F. - Norero, P.E. Florida No. 737.18 P'age 4 of 4 I a INS tALLATION NOTE 5; 1: SEE SHEET 14 &'15 FOR ANCHOR TYPE REQUIREM'ENTS, MINIMUM EMBEDIVIENTS.ANDi MINIMUM EDGE DISTANCES. ALL ANCHOR .REQUIREMENTS MUST BE ADHERED TO. ANY. DEVIATIONS FROM ANCHOR REQUIREMENTS, REQU I.RESS . EPARATE EVALUATION ANq' APPROVAL 2. ONE (1) INSTALLATION ANCHOR IS REQUIRED' AT EACH ANCHOR - LOCATION 0( SHOWN' 3. THE. NUMBER OF INSTA(LATION ANCHORS DEPICTED -.IS THE - - - MINIMUM NUMBER OF ANCHORS TO BE USED FOR. PRODUCT 65NEPAL NOTES- INSTALLATION- 4. INSTALL WDIVIPUAL INSTALLATION ANCHORS WITHIN.A 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WI TH THL5TH'EDITIOk (2014) TOLERANCE OF E INCH OF THE DEPICTED LOCATION IN THF_ -DETAIL FLORIDAFLORIDA:BUILDING CODE (FdC) LUDiNG HV1iZ.AND HAS.BEEN BEEN ANCHOR LAYOUT (LE, W CONSIDERATION OF . . .IN EVALUATED ACCORDING TO THE FOLLOWING: TOLERANCES), TOLERANCES S ARE.NOT CUMULATIVE FROM M ONE TAS 201-94 INSTALLATION ANCHOR 70 THE NEXT. TA9 202-94 S.' SHIM, AS REQUIRED AT EACH INSTALLATION ANCHORWITH LOAD TAS 203-94.: AAMA 501-05 6EA9114G SHIM(S).. MAXIMUM ALLOWABLE.SHIM STACK TO BE 1/8 INCH_ -SHIM WHERE SPACE. OF 1/16 INCH OR GREATER OCCURS. 2-ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE . /MASONRY, SHIM(5)SHIMSHALL. BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR 2X FRAMING AND METAL . STUD . FRAMING . AS - A MAIN WIND BETTER- . OF WITHSTAND INGAND FORCE RESISTI . NG SYSTEM CAPABLE TRANSFERRING APPLIED. PRODUCT LOADS TO THE FOUNDATION 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL IS THE RESPONSIBILITY 01F-THEENGINEER OR'ARCHITECT IJF FINISHES; INCLUDING BUT NOT LIMIT*ED'T05TUCC'0, FOAM, BRICK RECORD FOR THE PROJECT OF' INSTALLATION. INSTALLATION.. VENEER, AND SIDING. .3, 11 AND IX BUCKS (WHEN USED) SkAUL BEPESIG'NED AND T. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE ANtH -.LO-R-EIPTGT-RO-PERLY-'THANSFEAt A LL-LOADS_TOTHE MADE -OF -CORROSION, RESISTANT MATERIAL OR HAVE A' STRUCTURE-' 8 CK JDESIGN A NID INSTALLATION IS THE. CORROSION RESISTANT'COATING., RESPONSIBILITYOFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF-INSTAI-0-fl01!i.' B. FOR HOLLOW BLOCK AND GROUTTILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 301NT5, EDGE DISTANCE 4. THEINSTA . LLATIO . N DETAILS DESCRIBEDHEREINARE GENERIC 15 SU RFD IFROM.FAEE. EDGE OF BLOCK 0 R EDGE OF: MORTAR .HEREIN AND MAY NOT REFLECT ACTUAL CONIJ ITIONtF0 R A SOEtIF1 C JOINT INTO FACE:SHELL OF BOCK_ WE.'IF'SITE CONDITIONS CAUSE INSTALLATION TALLATI . ON TO DEVIATE FROM TKREQUIREMENTS DETAILED HEREINIA.,LICENSED 0, INSTALLATION ANCHORS -SHALL BE INSTALLED IN ACCORDANCE ENGINEER OR ARCHITECTSHALL PREPARE SITE SPECIFIC WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, DOCUMENTS FOR USE WITH THIS DOCUMENT. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH -STRENGTHS 'LESS THAN THE MINIMUM STRENGTH SPECIFIED BY '5.. APPROVED IMPACT PROTECTIVE SYSTEMISNOT-REQUIRED ON THEANCHOR MANUFACTURER. THIS PRODUCTi IN AREAS REQUIRING IMPACT RESISTANCESEE 1.0jNSTALLATION ANCHOR CAPACITIES' FOR PRODUCTS HEREIN ARE. SREETS'S, 4 & 5 FOR LMI AND SMI.GLASS TYPES'. BAS�EO ON SUBSTRATE: MATERIALSWITH.THEFOLLOWINGi 6.'STOREFRONT FRAME MA ALUMINUM MINUM 133063-T5 PROPERTIES - A. WOOD -MINIMUM SPECIFIC• GRAVITY OF 0;55. 7. ALL STRUCTURAL. MATERIALS& DISSIMILAR METALS SHALL bE' B. CONCRETE -MINIMUM COMPRES51VE STRENGTH OF30.00 PSI. -PROTECTED, TREATED, PAINTED; COATEP, AND/OR ISOLATED AS L - MASONRY'- CMU UNIT S*TRENG'T'H C'O WORMS TO ASTM C-96, REQUIRED. IN THEAPPLICABLE SECTIONS OF THECORRENt WITH MIN. CCUPRESSIVE. STRENGTR OF 2000 PSI AND GROUT FLORIDA BUILDING CODE AND REFERENCED DESIGN CONFORMS TO ASTM C 4.76, MIN. GROUT COMPRESSIVE SPECIFICATIONS. : STRENGTH OF 2000 PSI. D. STEEL -:MINIMUM YIELD STRENGTH or- 36 KSI.. MINIMUM: I .2 OA'. WALL fHfCKNESS,.. 8.. GLASS MEETS THE REQUIREMENTS OF AST-M E1300GLASS CHARTS. SEE SEE SHEETS 3,4 A 5 FOR GLAZING DETAILS. E: STEEL- MINIMUM YIELD STRENGTH OF. 36 KSL MINIMUM 12- GkWALL THICKNESS WITH 2i WOOD BACKING: F. ALUMINUM -'MINIMUM 1/ii INCHT'HIC'K 606 . 3-TSALUMINUM. TABLE OF CONTENTS SHEET SHEEP D. ESCPWTION INSTALLATION h GENERAL NOTES -2 ELEVATION.& ANCHOR LAYOUT .. 3 SMI aAZ1N6 DETAILS.. .4 LMISLAZING DETAILS 5 LMI CTLAmr, DETAx L-14HTAULLION.TAMS: - HEAVY MULLION TABLES EXPANSZON. MULLION TABLES . 9 5MI HEAVY MULLIONUBLE5 10' TYPE A-& R ANCHOR TABLES. .TYPE CA D ANCHOR TABLES - DOOR MULLION TABLE DOOR MULLtO.N. TABLES (1). VERTICAL $EC1TON5.&:ANc;4op 01E5CR1:PttdNS 1$ -VERTICAL SECT16145 4 ANCJ-fOP.OESCRIPTIONS (1). HORIZONTAL 17 COMPONENTSA BILL OF MATEF . MAL . 5 IB COMPONENTS INSTRUCTIONS FOR.USE:' 1. DETERMINE DESIGN WIND LOAD REQUIREMENTS.BAStO b. N WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. .2 SEE CHARTS ARTS ON'SHEEtS -3, . 4.& 5 FOR DEtf . GNA'PAO.CAPACIT I Y OF DESIRED GLASS SIZE 3. CHECK MUCLICIN''CAPAC17Y FOR A GIVEN SPACING AND HEIGHT USING CHART$:ON SHEtTS.6,', % &'9 FOR STORE FRONT MULLION AND SHEETS-12 .1.1'FOR DOOR MULLION, THE CAPACITY SHOULD EXCEED Tf4E.DESiGN LOAD. 4-. USING CHART ON SHEET 10 & 11 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE_ 5. THE LOWEST VALUE. RESULTING FROM STEP 2,3 AND 4 SHALL APPLY TQ*ENTIRF SYSTEM. Digitally signed by Heirmes F Norero* P.E. Reason: I am approving this d . ocumdnt Pate- 2016.02i 15 0059- 1 06 -05100! "K aP, in.spi.rez M AP AMERrCA 229140/V 44i "PA55 DURLIN, V-Oq&TA 3 1021 1 1-H:(470)2i-/-I956 F*(081938,6001 i11,to00. rn 0 Z z Z a LLI U.) LL� Z LU :r LL �lb- V) ce L3 U u z 0 G. c > tu co Z. cn. -:3 F4 io 'It UU z aIX "z F-Z 4 0 .c D R . ca. in z uj ob CL eii■AN 1 I 11111 1 LL _M� 1 137 0 1 !C�U_ L L � �� co do z W. LL X. tj z 413 bwG KK15-9 SHEET OF18 JAM8.ANCH0R SPACFNV ANCHOR TYPE MAX -.SPACING MAX- bP. A'OR 6..... IB.75.". 65 P5E C aR.D 1.3" A:'OR• S 13.5" 40 P5f SEEHEE�s t0 li Ft3 gl�ArJE�; AB,dD S�tEETS I4 b P5 Ft} DES R Pt C?N o o 4 NOTE; JAMB ANCEfORS ARE ONL%X REQUIRED '� . ; . m + WHEN USING -"'HEAVY"' JAMB CONFIGURATIONS, r �— ` — — — �•r - , ' — °•° Zvi Y- Z. Z a. 5EE SHEET 17 FOR JAMB. DETAILS ... — = = = U Z FQR DOOR ADJAC DWG #i. TYPICAL ANCHOR LAYOUT �NIULLIOf.IANCHOR REQUIREMENTS 5 Y. K K 15 9 . SHEETS 12 d 13 SHEET: . OF 18 s:tprcletttt}kkapLdwita,0tt(b&WC9217rtro/rdfir (bcsuiniltM-yas-]affkfusewdrerirWigt(11yh:iJ59yhr5tYf:op m I 1F,27;2oJ6d:3A"rM. a�z.. Ot ffi ul Sn f+ W. w N 6t. of W W W' N ch a& Ln: 'tn J], W W. t,1 (A (n M t» A W W hl ch to UI� VI A W W N to lJt Pb l+J W N •� fl " .�. 'Q lD Ut W:.V to In a to tn. t0 to in W. to V in tD to w. +! to to .n 1-t to tin w i0 U1 IiJ �J to In• tQ In W UI V t1 cn 0 wt t!t kD N w to V Vl tD Ln W to V to t" to to w to in W M V v tD: w W to V to w W to tD to In to to V to 9t' tn. tD' W W V W lf1 f+ to :n to tD .Ur W In .1 Ln ®' O m. 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EA, N. . .. 0:'�''. �rl� '. r m M u r2t,.m Z, Z.p.Izzd '= Z ' m (�.. Ul 0=, 0' CA RS D N. Vf:, . r rn.. _4 w rat'' W A.W.A.N.pa.= tD v W m Ln w tn Z. � Z. ijrl ��' Z' v N. m .� 1�( m m ?\\ . w 137 ya �.. j mlrn. rt] 2 Ln= �.AV M A' z m:v.. rnD. ss. p. . m O' r�•.. :� t I m. .�. �.... Z w: C7' . O. 0. • •. m Q:m..H'.6T. "z m 171 Z . 0 . m�mn..�� th 1)'.> . ._w. o.. zz m ,n' r V. ,d:C7 a ' H �. .-Ln �- Ln a to -1 -n. W. v �.* '%C �... DATE: DWN• BY:.? +' . - 1: `` r ; . '- '-' ' L1 r .,'.. r . , T VJ TITLE. YS•50FTREYT 1lT2NT SYSTEM SNiI GLAZING bETAZLS 1'rn � � N �..� ? s, .5 m � �' f). '. DE5CRIPTION . BY . DATE . PREPARED BY:. I �J BUILDING DROPS, INC. 398Z DANIA BEACH-BLVD. #•338 . OANIA. BEACH, FL 330.04. PH( (954) 49944713 . FX:: (954)744-4739 HFN' SCALE: NTS' 'Fog f GB A55 LOAD CAPACITY (PSF) GLASS LOAD CAPACITY (PSG=). DAYLIGHT OPENING IN ( f GLASS: TYPES D OEi E . GLASS' TYPE F .GLASS TtlPES G aR H bAYLIGHT. OPENING (IN} GLASS TYPES b ORE GLA55 TYPE F GLASS TYPES'G OR H' DLO WIDTH. DLO. HEIGHT DKT_ (t) INT_{-) EXT: [+} .INT. •} EXT,"(}) TNT.(-) DLO' . WIDTH DLa HEIGHT EXT. {t} IIFT.(-} . EXT. (f} : ENT.{.} EXT: {f} IDOL(-}. 27:5 33 5 54.375 50.0 . :65.0 65. D . 27.5 I 90-375 50.6 w 65.0 65.0. 5Q:4 65.0 - 65.0., 33.5 ' 65.0 65.0 39.5 . 50.6 65_0 : 5511 . 39.5 Sa.D 63.0 : 55A " 45-5 50.0 65.0 .47.9 45.5. 65-a " . ' 47.9. ..' 441 65A '; 42'.3.: : 51.5: 44.2': 65:0 = 57:5' 63.5 •69:5 44,2 65.0 42.1. 63.5 " 48.7 65.0 . 46.9 =_ 58.9 41.8 65_1)' 45.2 63.5 53.8 = 27.5 60.375 - 50.0 65.0: •65.0 27Z 96.375' 50.0 33.5 50.0 ' .65,0 65.0 33,5 50.0 '65.0 65.0 ' 39.5 '50.0 .. ' 65.0 . 55.1 : 39.5 -50:0- ": 65.0 . 55.1 45.5: 50.0 65.0 .47-9 45.5. • 5o_4 - 65.0 J. 47.9 : 44:2- . 65.6 : 42.3 - 51.5' .. . - 650 ' 57.5. 3916 65.0 37.9 57.5 - 65:0. - 63S .39.6 65.0 .37.9 63.5' = 58.9: _ 69S 43.4 65:0L 41:5.. 66.5 - 56.2. 66.375, 56:0 65.0. 65.0. 27.5 • .1o2:38 54:0 .65:0 65.0` . 33:5 50.4 . 65.0 65.0 335 - -50.0 85.0 65.a. 395 . SO.Q' :65.0- 55.1 : 35 S. SO:D . 65:0 45.5 51:5 57:5 $O:Q 65.0 .47,9 :45.5. 44.2 65.0-- 42.3 : : 51.5: -_ 55.0 39:6, 65:D_ 37.9 57.5 65.p . ':. .. fi3.5 35.8 S8.9 34.3 :63,5 69.5 35.9 59.0 .: 3.4.4 - 27-5 50.0 ' .65.0 6s:Q 27.5 - -= 72375 50.0 65.0 65.0 33.5. 50.0. 50:0 fi5:0 -65,0' 65.0 55-1 - 33.5 - 50.0.. '65.0 ' 65:0 39.5' - 108.38 3sS 54:Q 65.0 55_I :. 45:5 65.0 45.5 : 50:d 65:0 47.0 : ' 513 51.5 64.2 65.0 42;3..' 57.5 - -65:0 - " 57.5 35:6 . '..65.0. 60:5 :-: .' 61.8 " " :- 63:5 35,8 58.9. 34.3 27.5 114.381 5D.0 65:0" 69;5 - :53.8 .. - • 33:5. -50.0 - .65.0 ' 55:0 .27.5 78.37 : 50A '65-0 .65;0 39:5. 50.0. .6S_G. 55:1 65.6 : 45-,S: - 65:0 -" 39:5' 50.0 65,D " 55.1 51.5' - : •65.0- 45S' ` 50:0 65.0 47,9 57.5 -' 65.0 - 51.5 57.5 ' 63:5 - -- fi5.0 42.3 ' 27,5 120.38. SO.a 65M 65.0: . 65:0: - 37.9 33.5 50.0 : " .65;0 . 65.0 5919, -• 38,5 ' 56.0. 65.0 56.6 53.9 .. - 27.5- . 126:38 50.6 65 0 '65.0. 27.5 84.375 - 50:D 65:4 65.0 33:5. 50.a 65:0 65.0 ' 33 5 50,D 65'_Q '65.D I 36.5 6D:O. "65.0 " . 59,7 ' 39.5 50.0 65.0 55.1 2T5. -137:38 50.0.: 65.6.. 65.0 15.5 . SITS .' Sa.a 55.0 ' ... A7:9 335 .. 50.0' 65:4' .. ,65:0 - -4k,2. 65:0 42.3 ..34.5 50:0. 65.0 63.1 57.5. -' 65.0 - 27:5 138.38 5D_D.: 65.0 65:,0.. 63.5 : - 58.9 - 33:5 69:5 S3:8 GLASS TYPES LARGE SMALL MISSILE :IMPACT 1-5/166 O.A. INSULATED LAMINATED &LASS CONSISTING OF; 1/4" TEMPERED' GLASS, 1/2" AIRSPACE, 1/4" HEAT STRENGTHENED &LASS,. 1-5/16" O.A. 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IX0' I 9u,o E0-0- SIJ.G -85.0 96.0 90.0l 53.*9 90.0- ga.'o .53.9 805 '90.6 .90.0 60.9 Md. 90.0 69.0 5115 .77.2 9D.0 90,0 '53.1 87.2 00.0 4�2:f -.71-9- WO- -90-0- �93-* -9- .72.11 47.2 70.8 90.'0' -53.3 79.9 90.D- 3b.D 94. w I : . .. 90.0 9010: '90, a - 90,"0 -90A 90:0 33.0- "90-0: :90.0.'90.0 90.0 9610 .9010 96.0, 36.0 873 50.0 90.0 90.0 50.0' 90. 0 39.0 so;q 9D.0 .1 D 90.0 !30.0 90.6 1.90.0. 90,0. 42.0 -7511 go. 0 1.90.0 90.0 94.9 190-0 90.0 4 5.0 70X .90.0 go 90-0 9D.0 79.1 90-D: 90.0' -78 -a 65.7 go 90.0 j 90.0.9D.0 74.2 -90,0- 9D.O. 51.0.. 9010 90.0 GO4 9ox 90.01 54,0 Rn4 rZ .1 .0 :90.0 90,0 o C)6.6 r .62.5 90.0 -40.0.. 90- .0 '90.0 57-0 60.0 00.0 0.0 52.6. '78.9 90.0 90.0 59.4 :89 .0' 90.0 63.0.. 50A 75.1 .96.0 90,0 56.5 84.8- .90'.0 7 - 66.1) 7.8 71.7 W.-O' 9' 0. 0' S" 80.9 90.0. _69.1> 45,7 �: 69.6 90.0 90.0 $1.6 77-.4'. 900 L 72 D- 65.7 97.7 W.0 49.9 '74.Z1 90,0 ANCHOR TYPE'C & D'TABLES. ANCHOR WAD CAPACITY - PSF ANCHOR LOAD C APACITY-- PSF D OST,-Li 17-ky P FA Wt UN 6-i E 11110, 0- EXT. k I NT� NOMINAL'DIMS, ANCHORS . TYPE"17- ANiCHORSTYPEV NOMINAL DIM ............... p p p p p "mmi. 'p, p EXT T E Iffif I NT. I W11 Uri E AN . CH - - Typp r' AT JAMBOR-EACH 5ME-OP MULLION".' p0s TYPE'C' ANCHORS.INPE't) C 4 (4) ANCHbRS YPE'C' AULLION T. ATJAMB Ok EACH SIDE OF YKK 10.9 AMERIeA buftrk,0ECIP61A P14; (j7fl� i774439 31021 4WI FRAME C2 '[W) HEIG.HT c-3 c4 C5 D2. D3 Q4 WIDTH, FRAME NO. HbG�ft . C2 C3 C4 CS D4 ()2 • C ION 5 (p). ANCH6pS.TYPE.'V AT J.AMBIDR. EACH SIDE OF MULL D5•'6%qD.TH -36.0 90.0 90-0' 90:0 '.90.0 90.0 ',90.0 50.0 96.0 -300 81:8 .90.6 oom" . 900 9d 0 . 9C. 'N 90.0, N 621 675M'N z ox LL. Z , V)1�j m .. _33.0 89.3 rgo.o .90.0 go-o gin 90.0 90.0 quj 33.0 74.4 -90.0 90.0 .90.0 83.9 :90.0 9D.0 90.)D N5-TYDATJAMB OR EACH 51DE:OFMULLION D4 m (4) ANCHORS.TYPE .' D -,AT JAMR OR, EACH SIDE OF MULLION b5 (5) ANCHORS'TYPE'r)" AT JAMB OR EACH SIDE- OF MULLI:ON. $1.8 90.'0 �90.0 190.0 90M 90-0 90.0 90.0 36.0 68.2 90.0 90-0. �90.0 7619 90.10A 91010 90.0 39.0, 75.5 9 . O'D 90.0 9O.D 8512 .90.0 90.0. 30.0 19.0 rz.9 :go.o .0 9D-'6 '96.0 71.0 - 900 9D.0 96.0. 41.0- 70.1 .90,0 '90.6 .90.0 79.1 'MO] '90.0 90.0 .41D 59.4. 87.7. 9G.0 90.0 69'0 -90.0 90.0 . Lu uj Lu co Z lc.lz fu of nz op P! 7_41 - LLJ til ix ;4j 1 173 3 3-F 3. .310 C-3. D3 C4L..t)4 .42.6 '65.7 90.0 90.0 90.0 742 90,0 gO.O MG -48.0. 48.4 72;7 '90,0 .9 - 0.0 54.7 9 . iG. -90.0 go.o Ln 45.0." 61.4 so:D. 90'.0 90.0 69,3, 90.0 go 0 90.0 Six 45.8 :68,4 96.6 96.0. 5:45 _71.2. 9D.0 .96.0 48.0 57,5 86.3 90.6 90.0 64.9 §o-D 90.0' goa .54.'0 431.1. tA.6- 86. . Ir 90.0 48,15.1 72. 1 9 9DA 51-0.1 96b 754.1 81.2 90.0 90.D 61.1190.0 90.0 90.0 .570 46.8 611 81,6 9D.6 46'.6 -69.1 90;0 90.0 45 .6 43 .1 540 51'.1 76,7 915M 90.D. 57,7: 186,6 90.0 90.*D 66.D- 38.8' .58.1 775 90-0.43.7 65.6: 87.5 90.0 Z. :S7.D 48.4 72.7 .96k 9D.0 54.'7 82.0 90.0 90.6 0.0, 1 363 155.4 73-01 90.1) 14 IJ 62.S 83:3 -90.0 -60.0. 46-01 69.0 56.0 9OW 51.'9. "77,9 .0 .90.0 3 0.* d. 3 3 90- 73 J�90.'O 90.0 90.0 83. .90-0 9040 90-'0 ,0.0. �43.8 3q.3` 65.7 '37.7- §0.0 -4915- 74.2 1-9D.0- 90.0 :93-0.1 66.9 196.0: W.0 96.0 755. 90.0 .90.0 4 90.0 3. 3 9.0.0 47.2 70.91 90A. 90.0 -'36.0 ,61.4 190.0 .60.0 .90.0 42.9 3" ox G&,a 62.8 83.7 - .90:0 69' .3 90-0 Samo -.69.0- -40.0- -60.0- _80.0_ _90.0-JA52 67.7 00A 90.0 3 9.'Q .0 tn 56.6 as.0 go, �O.o ii�.q .90.0 91310 490.0 $6;6- 9- Lu W .57.s- 76.7, 900 433 IXT -9"- �90-Lb- -59-4- -89.-0- -90-;6- -90;6- 72. -38. -a _A2 -0 C5, br) 10.0 866 90.0 90;0 90.0, 9b.0 ma 96,0 9D.0 45.0 120.0 49-1 73.6. 90.0' 90.6 55A 83.1 90.D 90.0 33,0 78A 91.6 90.0 90A 88.9 90,0 9.13.0, 90.6 48.0:,. .'46:0 69 qD.b 90.0 L.SVI 77; 9. 90,0 90.0 36.0- 72.2 90.0 90.0 90.0. 21,5: .90.0 90.0 90.0. 51.0 43.3 6S.0 .86.6 90.0 48.9- 73.3 90.1) 90. . 0 39.0 '66.6' 90-0' .90.0 90'.10 75.2-190.6. 90.0 50.0 :54,'V 40.0 61A 81.8 90.6 46.21693 90,0 90.0 42-0 7 61,5 90.D §O.D '90.0 69.8 90.0 90.0 90.0 38.0 58.1 77.5 90.0 43.7 65.6 97.5 .90.0 60,0 :36.8 55.2 -73.6 gma 41.6 :62.3 '9311 96.0 L. -45.6- 57.8 86.r. 96.6 96.o -5s.2 gQ.-o 90.0 90'o 48.0 -54.L 81.2- 90.0 '90.0 61.11 .90;0 90-0 36.0 51.0 70.1, 90.0'. 90.0 '90,0 79i1 96.0 90,'0 90.0 .5.1.0 .76.4- 90,0 90.0 57.5 863 90.0 90.0' 33.0 63.9 90.0 90.0 90.0.172.0 90.0 9D.0 91Y.0 K117 3 .5 90'0 D.0 54.0.- 48X .72.2 90.0 90.0 '54.3 81.5 96.0 40.1) J6.0: 17-6 59,"; a,7.7- am 90.6 66, OL go' .0 gor.0 90.0f.FRAME : '45A- `68.4 90.0 HEIGHT . . . . I : . . . . 57.0: 90.0 MO 51.5:.77.2 00.0. 90"D. .39.0 :53.9 86.5 90.b .90.0- 60.9 J0.0 90.0 HEIGHT 4�4 o o 0 W. 60.0 A33 -65.0 -86.6'19D.0 48.9: -73; 3 .90.61.90.0. -41.0 99.0 W.0 51.9 86.9 90.0 •90.6 0 69.8 go 07 00.0. 90.0 90'.0 '75.5 .90.0 90.'0 -90.0 413. 61,9 82,5 ga.0. 46.6 30, 0- 6.5 90-6 W." 01 s 3,U r ,.(I 3=9X59. 78..S.. 90.0 44.4. 66.7 88.9 Off '33'0, 90.0 110.0 58.7. 90.0 '90.0 90.0. V6 - 9.0 753 3".. -425 37.7 156,5 �5.4 306 1 63.8' 85.b 90.0 :36.0 - .55.*8 83,7. .90.0 90.061.0 90.0 mo 00.0 39.0 .51.5 77.Z .90.0 .90.01,58.1, 87.2 90.0 90.01 -64.0 19 90.0 - 90' 30, 0.6 90.0 72;3, 90.0 .0 90.D.. Ap .33.0 138 5872,V873 90.190.0 65.7 90.50.6 90.6. ollpf 90.D 90.10 O:o §b.o -jd.o, LLJ 51 ' .37.0 , J. I L77.9. 90.0 90.0 58.6 97.9 90.0 900 30.0 .61.4 o _90.0 693: -9 33.0. 144 0.0 90.0 63,0] 90.0 go-o' 90.0 WI W2 W3 8 93;7 9 z ca Z U) 55 * :�d is- qc 36.0.1 -o 90.6 V) . k.1 76-7 90 0, 90.0 -90, :z xf tj Z. WIDTH (W) Wl (JAMB} a. W2 • -W3 E)WG WIDTH (W) (MULLION) 2 YKK159 OF 18 i :•alfhc-l4-0DE1prtv69dfcr6rvAfrlttd1 vM.lOff{a Yu s9arefid7913:gVfESYrkl54Y.ffrSOND Aq -i u2ii.20164,]6PM. ' 1 , tu C A O A a N N. ti O A 00 N e7t' O A' O d OAo C.Ai m O A O a 000 N O A'' O' A OD N 09 g 00 fV' O9 4 O A 0a N Q9. O..A.. O A 00 (n, O, 0,, m Do� t♦i 9T O A Q i. �• Z r aa A' 00 .. 8i — .� 'A' to V1 w Q9 w -4 o 00` NJ u) 9 Ul p to ue Q9 N O9' pa .r oa to o W 0 W o 99 I+ G9 po -4 a9 00 v w O tD o tD o ch, 00 .4 fn w to t0 Q ka p e:1 p LD. O' ;4 - z o+roio:I0lpCv -4 0 ow;.09've:voc.�w co00.o0 + !'_Tc y: C9 9i9 G1 01 6L• Q9 G, O9' m 0. Ot, C9 t77 Ct O1 09 09 Ql' ¢1 09 a9 0� fl9 'Oe, Oi tD l0 10 49' 90 9D to to lD fp to 9a tO' io W t0 11] 0 l0 t6 eD Lo tp 9n N9 N u9 v+ u9 w te9 Sn In u9. Ve, v9 tn. u9 W to to to cn u9 wi u9 ett u1 to to uA O [i G O O O O O O O d O O O O 'LA 79 . 0 0 0 0 �• 0' c, s� o Co. 0 o 0 0 o a. 0. 0 0' 0 0 0 o 0 0 'i 0' 0 0 0, o o a o 0 0 0 0' a 0 0 CZ. o 0 0. o. 0 0. o m r- o I' o 0. ^aN 1r' pp _ z: Ifn. r N Y z m►{.:O o v.x M + � ff00II r .I to an ae. -o FF .m'O yy V 00 cc C V t3 n u, p. d m .. � �. .. �. .. V RU 9l9 f71 LA Q. . m 76 a. �- o' o a lu w > A w. m ..� 1 f o0 rn oe jo, 7:m. /./ •♦ 7U TN. . n. �. . . m n \k . m C TJE O i aV) i v ' DATE; • ��ti ��I E� T n C .. . TITLE. YHS 50 FI .11,18.15' : �44��'�I+ + .�a. �T r�.wir )REVISIONS ALUMINUM: STOR'EFRONT'SYSTEM �' OWN BY: �� g�i ' DOOR Mt1LLIc)W TABLES N.'c ^' ... ,-, DESCRIPTION ' 8Y bATE.' 4 W';'1 . Stillrig 7 _ " PREPARED. BY: ° o b 3. � . CHK BY. f. �8aufLDING DROPS, INC, W ?! " ' .398 E.,DANIA-BEACH BLVD. #338 .� P' 10 i DANTA BEACH, FL 3304�4 . 4 CO NTS n g cv . ► 7a PH:'. (954j 399-8478 FX:. 4954) 744.4735 • it rlsro;acesSf!tisPartcicq 0cLlu•]WOPEseapeiolfa the'tabnittoh-yM•St141fsyustorefraxllOagifl1410t]YJ)fisxdi3Ogd.�;'� UZ7120164:36PM II ' Aft i ' I Z T M. 91 O A N . .t'el tO 9 . .90, A. V' .Nb 4D. to 00 .P -4 N •-• Z O A �! � = O .A A m A 'N: W M. OLU: 'Q ? 00 N. V7 Ot lil' Q ? :00 A Kb W (M W O rx L9 •0 N W Ot W'. O 'N. O7. A: N ''W 01 W- O :A' 00 ?' N W sri W Q I - 00 A N w 'Qt 'w Q �r 00 'di N' w Q1 W. O 00 A. N IN 41 L'i O A 04 3% N W tD y+i O A 00- A N W 01 W O la. 00 A: N W Ql W -O �` • O. . „( ''Z p- � AO. to r w W Ln N t1t 00 %n W an (!I N W Q1 M, W 11t V1 00 M W (n A M N M A fn 00 V IV M V Ln !>? m N, Ot tJf U1 tD, 61 N, Cn 111 Vt 0a yT N T NI M 09 -4 N M-4 0O N V 01 00 4 M A G1 �1. U CT y W Ct �7 a0 b N W V V V O, V W +! V Oo H V W oa M 00 Df tD O rn S• .� 6 W 44 W LV -4 W' w 4 ul W N W LA L•H N M 'V A it vl :0' A V 0 b V W V W W: 00 41 A', Utt 90' is tM CO LA {M OO ln. 41 in: G1 Z. l0. W: to' is' to to 16 wkD. tD. tD t0 .LD wto �to to tD Lo to to Lo to O %D .to: %D t0 �' O W l0 to lD W lff lD W to to .W W ID. W W CO W . %' m' �.�' ' 0 0 Q. v o 0 0 0 o O o O 17 O O b O G O o a o. o, o. v o o a v o Q o O. O b o a o 0 0,0 o a• v a❑ o G rn G o o 0 o o o o o b <a• o C 1tv C o c o c o C G o o a o Q. 0. 0 ;:1p Q O !� C: o is +, ..�°,, -n -- .�:rn p 0 OF tc7 to. I oO . .L . w to . a0 -4 r. N O �' .•-. A A W W A 'A tM W IA 'W A W W� 2► Q. N. w M W A. 00 A N W Cn W Q' A OO' is N'. W 71 W' O A 'JO W D1 W 'O A 00 A N W M W O ",'� 'a �' 00 N tJ1 O Do N, 0Y, .. O N' to O - 00 .O N . . .M 'Ql z m . y.1t . . H. W. w V. W 1n V 1D Ln' -4t0 LA N A 10 Ln N Ln VL 4n 90 A V1�-V 4* (.n O• Uy N A V, W O Olt t11 4 L11 N Ln Ln w' 4 LA Ln • LA 4. N p� A � "F '� -i . 'pry'= W' ►+ r W' Y N -W Q1 r V!. '01: N N fJ W' A 00 G0 O A 00 O O. O: A O O. iD O' '�D N :4Y ..±. T. M. O n ^i 00 GO 00.. W 00 CO SD' .O CO W W 0,LD to tD La co !4 Lo LD Lo' tD tD lD W JD tD to 0 (o. W Z ' m T r F+: fa • Ut 00 �' o O A Oi a*C A O Q. 'Q 00 p A 0 0 O 0 O O O. O O' W OO' o G O Q O O O O, 0 O b" C C O® O: o: O O b O !0 O ^� - t M . �: If Z. n) Yp C � M p - Q O < 9' m 0 wLn -bm t0 O o r z � a• l+ N, W w OP to -v N t1 p Z- o, ,a L„ F T LD N.Ln T+- -v- +y w Vt of q v p1L : C. :3 Of r 8, tn: N .r• r: '^ O Ln w x � v I, 2 t DATE: AN 0. � � � r� j�� i 'REVISIONS * � TITLE, YH5 50 F'I � !m^IJI1 V ALUMNUJIA:SI'QREFRONI SY51'FM u- .4•.. r, DWN BY; ''. �,;` �� O:. DESCRIPTION BY • DATE . COOP MVLLLON TaGLEs V'N• --- % PREPAREb:.BY;. � $ _ -T� - H FN ., r. r� d.t ' — — - �- - r•'' l+�J BUILDING DROPS. INC:?. ..� . r ,�• 398 E.' DANIA BEAdM BLVD. #338 N.N SC�4LE... �'..r �• j ..,' 4, �� 4 DANIA REACH,. FL.3 3004. *. W NT$ rrs noN �iran PH: {9S4] 399.84T8. �% (954} 7 i4'-i738' - $' j CONCR . MASONRY THERS MIN. EDGE .. MIN: EDGE:rinTANCE: = TYPICAL INSTALL N' DISTANCE; : SEE SPECS BELOW ' . SEE SPE CS' BELOW. • :.. ANCHOR, S€E-SPECS,BEL CAULK BEl WEIN i L NSTA LAPTiO .. EL OR'A sTE ' LUM� IN. EDGE ©I E lair CONCRi=TE/MASONRY &-1X WOOD BUCK BY OTHERS •' •• - ;.,-_ ....• °. .� ; :. , , ...:.I • - MiN. EMBEDMENT, •ANCHOR:.SEE SPECS STRUCMS.EE BY OTHERS,EE SPECS x litS�l.ilE, . 1X WOOD BUCK ;.: .. . ;..; • 'M' 1 4. S EE SPECS BELOW " :. _... ..' . ` - - ::: - BELOW MIN. SPECS BELOW ' Y1i1G ARSEAI[A BY OTHERS. EXTERIOR ' •'. :.....:... ".: 2X WOOD BUCKS OR :..,. WOOD SYRUCTURE EMBED:; SEE TYPICAL SPECS BELOW. INSTAi.LATTON MI . 12Z9 RWY' 4419VA" . tsV3LIN 6E0SiGL1.31d2t. , lf:Iais ? izn tom. Fx:(6�aja3a.Gdn FINISH :0::::: •�::: PENETRATION BY OTHERS. ' ".' ::.:• _ = .: CHOR: SEE . ... PERIMETER SEALANT :'""" . X: SHIM 3lB'MA F bR PERIMETER . sEa�AlaT SAPERIMETE J.�.. ®. n BY. OTHERS ERS _ %5:' liNCHO RS; :..' .. _ .N N a g TREMCO SPECTREM ::..: 1/4":MA 'r X: �'- FORS ANCFEORSSHIM ER � 3l8" MAX, BY OTHERS 3/E3"MAX�•SHIM }, o Z 1+� � _ 5": M 2 :5IlrICON SEAL . :-'OVERALL ANCHORS . ..- b" _ :. SEE GLAZING' . 6'S . R �i .ANCHORS � .. FOR �� .. o. u, . v, rn � °° O OP TTa-TR "Em1/4"'MA SHIM ' 6� .' 1%4"q.ANCElORS. M ac o a t= O.A. . ET5 3.4 4-5..2 FO GHO SCiIICO SERE. R3N q' Fo{2'Y" ANCHORS T o . c9, ap < T .. W. R FRAME EXTERIOR.. I, OVER AE;1, ANCH0125' .�N TERI EXTEi2IQR INTERIOR. XTERFOR' : . INTERIOR ' G . HEIGHT .. VERTICAL.SECT A ON. p TICAL S VER ECTIO.N . VERTICAL ��ECTIOIV � . - Lu < 2 - •c ' Q Q - a HEAD = CONCRETEIMIILSONRY W/ 1X; BUCK .: . }{, HEAD , .WOOD FRAMING' .HEAD -.METAL SUBSTRATE'..' mp.c o HT CONFIGURATION .. -. TYPI CALiNSTAILATION: TYPICAL IN5TAl1.l1Ti0111: . LIMrrDESIGN LOADSFORHORIZ AL ASF.OLLOW_S ' MAX HOR12, SPAN . MAX GLASS HEIGHT - - . - - ABOVE HORIZ ESfGMLOADS 52 PS m 10 .. I6N ! AD5 5 O 6ES O H WN ABOYE.ARE BASED ON MAX.' ' EXTERIOR' 61.r155 AREA ABOVE HOEaNTAL, FOR SIZES, ' . .. SiNA!lE2R THAN SF•Eg1A+N AI1d1�•:A!l01NABL� OESI6Iy - . .. . • - Z.,: LOAD5'7uCAY $E CAL !A AR " . O . 8 -. VERTICALSECTION: LIJ .. . J.:. HQR120E11TAL:EVEEMBER- _ ' -Y • EtiS 5a — — — .. ' O.A.. ARMFRIEQ F E . : SEE GLAWTYPEs ZING ' ANCHOR'' OP'CXONS TYPENOiEs ANCHOR DESCRIPTION.,MIN. RME:NTS MEN. MB EDCsf' HEIGHT _SHEET S:3; .. 5/16" DIA: TAPCf7N BY fTW CONGA T HEAD; SILL OR - .DISTANCE. O EXTERIOR , INTERIOR {Fu=IDS I151. Fy=1W1C51j .. _ :IAMBS F'C - P51 MIN; 1.3J4" " THROUGH bNAE ' TREMCO 4: il. A �R C-90 Hallow/FJL LUCIc ar 3. OtM- 9YOTHERS SPECTREM :.. 16^DIA-ut CO BYELCQ ix BUCKS; R .. 4 2 SILICON SEAL OVER AIL ANCHORS= SHIM aFI,=inlcSl; FY=155KSIj h11N.S.G.=Q SUVQOb . > a t 3lEi° DIA WEEPS FOR ANCHORS: .. i�4ii.MA B 5/1B DIA.SELF-DRILLINGS CREWSJgRADEN STEEL 2ZGA: MIN.. Fy=3ti.K51 kSAIN:. THREE-THRFAI3S.: AElviLRA719NPAST 3/4"' STEEL IN CONTACT .. : INFTHALUM. TO.EiE .. PER LITE 'AT B" FROM. :. R "ANC FO � HORS META UCTURI. .. PldltlrD OR PAINTED �. - EACH VERTICAL. 1/4" DIA iAPfrON BY 1T1N - 'CONCRETE. AT HEAD, 51lE OR ; PERIMETER SEALANT _ .... . ............ .• • . • , , . ; C : ' F si 1 K I OR'. p. JAMBS C=:3[100 PSI Mfftd,'. G-90 HOLLOUVjfILLED BLOCK AT • 2=1l2" ; .. YBELISFO � - THROUGHi1PTEONAL ! d, '•.� ��i 'J?"..r' . • '�' O R .. gv o�E iElis . �:, = - �� ; .. •. `' : ycsUclss; ev ailieRs : .. Aft'.., c ip �. . a -. r '• ' S ' EMBEDMENT,' 114' DIA. UCIRACON BY ElCO : - JAMBS F-M ZgAO P.S1 MOH: .. 1ti Q' y TYPICAL. INSTALL. ANCHOR, . SEE SPECS AT RI6HT' . .. .MIN. . -' �� , • `� ° i'• : += E SPECS AT RIGHT' -. E {fu=177 KSf: F 155 K51 Y� i _ - - - "— - • ��.. ` �. _ t±ONCRETE/MASONRY MIN EbGE INCai5 .. 1/4' DIAL 5ELF•DRILCING 5[REVYS {GRADE STEEL 12 GA. MIN.rF =36 KSI MIN: y 3THREADS LIN CONTACT " Q Z .�t _ �. SEE SP1=C5 AT ; 5} 1/8" PEN EYRA?ION PAST 3/4". AIUM TO 8E V BY OTHERS RIGHT D MIN ALUM.: $063-T5 M N. I METALSTRLFtTURE. PLATE P $ C VERTICAL SECTION - i/4"I3IA.SELF-DRILLING SCREWS{GRADES}, KS►MIN IwI ELSTUU,Fyb33 _. liitO00 BACKING i-1/2"IN WOOD - 1"IN]NOQb AINTED DWG.#::' SILL -:DIRECT TO CONCRETE/MASONRY _.._.-' LIGHT CONFIGURATION .. sHEET:14 OF.$ CONCRETE/MASONRY MIN. EDGE BY OTI-rERS MIN. EDGE 015TANCE, TYPICAL INSTALLATION DISTANCE, �—. SEE SPECS BELOW ` SEE SPECS BELOW ANCHQk, SEE SPEC5 BELOW CAULK BETWEEN _ TYPICAL INSTALLATION 5 STEEL OR ALUM MIN EDGE DISTANCE, CONCRETE/Ma50NRv d,IX. � •• ; _, STRUCTURE, SEE SPECS BELOW WOOD BUCK BY OTl {Ek5 .•: '•:..! . � ::::_-�� , ._• � • ..:,. EMBEDMENT, :E OM -. ,..• : �.. .,... ; ANCHOR, SEE SpEC5•BELOW } BY OTHERS, SEE " + . LI15�I I t D S 1X WOOD BUCK . ..- ., - . , f f- SEE SPECS BELOW MIN. _ 'SPECS BELOW VXX AP ANERICA 122RRWV4418YPASS BY OTHERS ;.• - • ` 29 W0C7D BUCKS OR . :•. EMBED., SEE . TYPICAL MIN. 3 TFIREAD5 ouioxr:.r�Eo?¢ia acait EXTERIOR FINISH l WOOD STRUCTURE SPECS BELOW INSTALLATION: PENETRATION I°� 77.17,E FX.(6781�a61k11 � yZ m ::::::-L 13Y OTHERS BY OTHERS ANCHOR SEE = - . : 3 /B"'MA X: SHIM PERIMETER . S P SPECS BELOW oo M «r PERIMETER SEALANT . _ , - FOR s „ANCHORS, 5 SEALANT: 15 PERIMETER 15 tn o A BY OTHERS .. 1/4" MAX SHIM BY OTHERS SEALANT F �+ Z' M n TREMCO SPECTREM .. 15 FORT;".'ANCHORS 3/B,. MAX..SHIM BY OTHERS. 3/B" MAX, SHIM Ili p w m `, 2 SYLICON SEAL OVER :ALL. ANCHORS t3. SEE: GLAjt�IG 8 R. ,: AN CHOkS :. 8. p .. NFIiN1 .ui o w. Q • � OPTIONS 10'! MA 5HIhr1 - TREMCO SPECTREM „ . !4R MAX S Be O.A. SHEETS 314. di 5 �2. R" AN SILICON SEAL Fa . CHORS FOtt Ya' ANCHOR5 a P 4EU m• z .< FRAME EXTERIOR INTERIOR EXTERIOR OVER ALL ANCHORS INTERidR. EXTERIOR INTERIOR ~ N m Q A HEIGHT . w O z Z F ' VERTICAL SECTION I" VERTICAL. SECTION J VERTICAL SECTION IC a s HEAD •CONCRETE/MASONRY W/ IX BUCK . .: HEAD -WOOD FRAMING HEAD-.METALSUBSTRATE' +" HEAVY CONFIGURATION TYPICAL INSTALLATION TYPICAL INSTALLATION � R T—TI'SV TQTT—fir - � . SEE GLAZING OPTIONS SHEETS 3, .4 4.5 40 • a v ) 10 DESIGN LQADS:SROWN Ab6VE ARE BASED ON MAX.' EXTERIOR &LASS AREA -ABOVE HORI2ON1'AL, FOR STZES.. Q.. SMALLER THAN SHOWN ABOVE.-ALL6WABLIE DESIGN - LOADS MAY BE CA LCVLATEb.SEPARATELY: t]f to G VERTICAL SECTION ----------- . o - - - -- --- � HORIZONTAL MEMBER: — -- - --- - - -- - - -_ --- -- -- -- 5 YHS 50 fl ANCHOR TYPES: .. — — O.A. SEE GLAZING. ANCHOR_ MIN. EDGE ANCHOR DESCRIPTION - SUBSTRATE REQUIREMFNTS NUN. EMBEDMENT MIN..EDGE . c FRAME_ OPTIONS TYPE DISTANCE HEIGHT , OPTIO, . SHEETS. 4 &.5 5/1E�" D1A. TAPCON BY ITW CONCRETE AT HEAD; SILL OR ' Q e jFu=IZS K51, Fy,10D KSI) IAMBS F C = 30[aQ PSt tuilPf. - MAY HE USED . Z . EXTEd�IQR INTERIOR A OR' [-9pHOLLOW/F1LLfD_BLOCICAT 13/¢� 3° THROUGH OPTIONAL ,`N * �tl� 9- . 13 . IX BUCKS; BY OTHERS ♦� ..�[1 . ; �,� TREMCO SPECTREIVI. S/16 DIA. ULTRACON BY ELCO: 1AM85.F M= 2D00 PSI MIN:_ S 2 SILICON SEAL 3/t3°` MA SHI'Arl (Fia=177 K51, FY=1ss xs1,) MIN. S.G. =6.SS W0013 : 1.1/2" 1" � 'did OVER ALL ANCHORS ti I4 THREE THREADS'.' -STEEL IN CONTACT c _ _ A AN 4 I$7 B 5/16" OIA: SELF-DRILLtNGSCREWS•igRADE S) STE . 606. TS MIN PENETIIATION PAST 3J4 WITH ALUM. TO BE L�'IA WEEPS TWO 15 L " �k SHIM " S, 1L:12 G1 MI � ALUM,; lj8" lv11N., PER LiTE AT 8" FRC)M �, METALSTRUCTLIRE. PLATED OR PAINTED �+ EACH ,ERITIEC.4L I=OR � A CHORS r fil S A N BY ITW ' $F KSI F ]fitJ 1) lAtV1135 F'C PA 1 IvRN. 11AAY 13E lt5f b '��(� t��.: .o a _ :. ;..::. 1- 4 Z 1l2" TIiRO €'ItTPTIpIVA � � PERIMETER SEALANT' • . , c '- } is BY OTHERS . ;? `• .: = -+ ; °-, • •r I s5" Lily 1 LYRd1Ca S E E1 lAli ll##5 °?W1= iI I PSI MIItiC 33c B�KS, k3Y 9TFtr:R /) ♦t *� �' MIN. EMBEDMENT; y . TYPICAL IN5TALL. ANCHOR; i "i �' +;� ••: y ••� SEE SPECS A'T RIGFIT {iFu-ice KSI, F =155 I!!s . S �s. = L1.5� Wd3 • l lj2' 1" �� m T Ij l . FY=' KS 1411N. to SEE SPECS AT RIGHT Ty ADS o° z `n CONCRETE/MASONkY SEE SPECS ATRI6HT 1/"1" DIA SEL DR L N SCREWS tCRAEi ) AL LM1jR" 1d+J„ 6D6 FS t PEN 1TIgyhl PAST l" vJl E IN CONTACT Z MIN: EDGE bIST_ . STE BY OTHERS D Mi L STtiLIL,TatRl TH ALIJIsA, Td B [� = 2 V Z LA7€DOR F'AItJT G . v. o VERTICAL SECTION . w • EL5IU=MGKIN I/=L i2tA1'sLDlLlliitG GRE4','`5 GRADE 5) y � ��5�. �a sIu - DIRECT TO-CONCRETEf MA50T[RY HEAVY CONFIGURATION SHEET' 15 OF 18 LIMIT VESIGN LOADS FOR HORIZONTAL AS FOLL6.WS MAX HORIZ. SPAN.. MAX GLASS HEIG)4r ABOVE HORIZ: . MAX OESIGN LOADS EIr' 55.15/16" . 65 PSF li0" $4" 52 PSF CONCRETE/MASONRY BY OTHERS. , INTERIOR FINISH BY OTHERS ; PERIMETER SEALANT By OTHERS IX WOOD BUCK . BY OTHERS CAULK BETWEEN ; WOOD AND. CQNCRETUMANRY = BY -,OTHERS ' PERIMETER SEALANT ; BY OTHERS _ EXTERIOR FINISH BY OTHERS E INTERIOR SEE GLAZING OPTIONS SHEET5:3. 4 �. INTERIOR INTERIOR SEE. GLAZING Or . IEETS 3,4 h5 EXTERIOR EXTERIOR- EXTERIOR SEE 6LA�ING r' s; . SHEEI INTERIOR FINISH = BY OTHERS q• PEAIMETER SEALANT BY OTHERS . CONCRETE/MASONRY PERIMETER SEALANT :.•.�•- 'BY OTHERS ;.^EXTERIOR FINISH- _ 89 OTHERS TMT-ADtnD EXTERIOR .o . HORIZONTAL SECTION. VERTICAL EXPANSION MULLION { (1..1a1tq II1Spires YKK AP AMERICA. 1229 HWY 441 BYPASS . aWUN 6EOR&TA 3102t PK i470277-1955 FX:(678)838-6U71 m V) Z M z o yy v z �?M z V (n coLL - Lu cn ac M 1) V. 1L �. Q � V a 0 p j: z vl co Z co Q off. .o uj q2N o®. CC a G 2 n Z NAt [IC N Y'. a a m MIN. EMBEDMENT, Q. Z 1X WQOO.BUCK 5EE SPECS, SHEETS & 15 RY O'ti HERS SEA GLAZING MIN EMBED_ MENT; -6 CONCRETE/MASONRY INTERIOR. 14 A 15.. SEE GLAZING SEE GLAZIN6 OPTION INTERIOR 5EE SPECS SHEETS BY OTHERS - ---- - —= a~t OPTTOt�15 . OPTIONS - - . S INTERIOR FTNISFi— --•— ---- --- .. INTERIOR.FINISH N 5 HEFTS 3 4 d 5 8Y OTHERS. ` •. 5! iE TS 3; 4 d 5 - --- SHEf f53,-4�_5- �- - - -=6Y O_PJ�IERS- -_ T . a PERIMETER SEALANT - --- --- -- -- - - - - - --- - 8Y OTHERS BY OTH RS SEALANT t , 5EE SEPAkATE . �. . APPROVAL FOR:DOOR CAULK BETWEEN. d -' _. TYP. INSTAL C06VCRE=TE/MASONRY ' ANCHc}R;-SEE RaTIh15S � DETAILS — TYP: INSTALL. R ..f.. CONCRETE OR I)G ANCHOR, •• ' MI E E � MASONRY ..� :.. r w DisTANCE, SEE SHEETS MIN. EDGE; - :. BY .OTHERS DISTANCE, .. ` , ; z• ' SEE 5PEC5; 4 - .. — PERiMETER.. - - - - - PERIMETER SEE SPECS. - �_ SEALANT 1 •' - ;. #^a ..SEALANT � SHEETS 14 A 5 BY OTHERSBY OTHERS U' b 7 1 5: .......... 1; ; -;EXTERIOR FINESFE r'a, �;... EXTERIOR FINISH : BY OTHERS BY OTHERS EXTERIOR EXTERIOR. EXTERIOR 0-� fY u 3/8" MAX..5HIM, 3/8" MAX..SHIM /�,. 10 i FOR ANCHORS, FOR Vie' ANCFTORS, ' O.A, FRAME WIDTH — O.A. FRAME WIDTH =+ - �. �' 7- 1/4".MAX.: SHIM 1/4" MAX._S41M �11 •-' °0 m 2 Lu � u} FOR Y4" ANCHORS FOR Y" ANCHORS d m Z cA v Z p HORIZONTAL SECTL�N HaRIZNTAL SECTION �w�#:. R ZE�N H o RI TAL SECTION JAMB.- CONCRETE/MASONRY: W/ IX BUCK VERTICAL MULLION: JAMB, DIRECT TO CONCRETE/MASONRY DOOR JAMB MULLION K. I _ . V. HEAVY CONFIGURATION• HEAVY CONFIGURATION HEAVY CONFIGURATION " .. .. - ' SHEET•6 OF 1 1. ITEM NO.' PART NUMBER DESCRIPTiOu : MATERIAL. 1 •E4-0622 il641T MULLION%JAMB A HEAVY JAMB 6063 T3 : 2 E9.0655 SHALLOW POCKET FILLER " 6063-T5. 3 E9-0665. HEAW:MULlION. 6063-T5. 4 '. • E9.0656 "DEEP POCKET FILLER: b063-T5, 5 E9.0614 FLUSH FILLER :fi063-TS 6. • E9-0662 LIGSff ' kEAD OR HEAVY TAAB . `.. 606345 .7 : „ EI-1062 .HEAVY MULLION.REINFQRCEMENT- . _ . ::"STEEL S.. E9A651 HEAVY HEAD. 063-75 9 E9-D659 . " GLA55STOP :. .6063-35 10 E9-0653" :. HORIZONTAL MEM8E0 :. : " : 6063•'f5 if ' . E9:i'664 L16HT SILL 12 • ' E9-0625 : LI6HT- SILL FLA! 1RM 6 b063-T5..' .13 E9 4652.. 14EAW SILL : 14 ", "E9-0619 :. HEAVY_5ELl: FLASHING :.. ' .. 6¢36345. " 15 E9-0657 SNAP IN COVER DQOR MULLION ..: - 6063-TS .. E9-0688. FEMALE EXPANSIOM MULLION" 18 -. E9,060 MALE EXPANSION MULLION: 6063-T5 ' 19 EXPANSION MULLTON REINFORCEME" E2-0094 LNTERiQR'&I-AZINGSPACER . .. ; PCEPDM ". . 24 " . ' .. E2-0095 - SETTING BLACK - EPDM E2=0638' IN7ERYO4'GLAZING GA` kET EPDM'.. 2b. " E2=0083 : . EXYFRIOR G! AZIN6 6RSKET EPpM ' .