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Product Approval (3)
4' MIAMI-DADE MIAMI-DADE COUNTY SMOME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 T(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleconomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SS-3500"Aluminum Storefront System—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-3500-LM,titled "Storefront System Details-LM", sheets 1 through 10 of 10, dated 10/05/12, with revision A dated 07/21/15, prepared by manufacturer, signed and, sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dadd•County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1005.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation.was reviewed by Manuel Perez,P.E. NOA No. 15-0612.08 QMIAMI.-DADa COU t c Expiration Date: January 17,2018 n�n�,1(✓ Approval Date: July 30 2015 ! !� Page 1 s PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1005.01) 2. Drawing No. MD-3500-LM, titled "Storefront System Details - LM", sheets 1 through 10 of 10, dated 10/05/12, with revision A dated 07/21/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per AAMA 1304-02,FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1005.01) 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 - 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per AAMA 1304-02,FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7208, dated 01/04/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1005.01) C. CALCULA'T'IONS 1. Anchor verification calculations and structural analysis, complying with FBC-5111 Edition (2014),dated 06/05/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manu Prez,P.E. Product Conti xaminer NOA No.15-0612.08 Expiration Date: January 17,2018 Approval Date: July 30 2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1.. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas@(CIear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. QUANEX I.G. Super. Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed, ASTM D39513 22 HRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated June 2, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 2, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7137, dated 12/10/12 ,and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, hic., both signed and sealed by Marlin D.Brinson,P.E. G. OTHERS I. Notice of Acceptance No. 12-1005.01,issued to PGT Industries for their Series"SS- 3500"Aluminum Storefront System-L.M.I."approved on 01/17/13 and expiring on 01/17/18. Man el Per z, .E. Product Control Ex iner NOA No. 15-0612.08 Expiration Date: January 17,2018 E-2 Approval Date: July.30 2015 GENERAL NOTES:SS-3500 IMPACT RATING IMPACT-RESISTANT STOREFRONT SYSTEM ALL SHAPES,ROUND OR ANGLED,ALLOWED. SEE TABLES 3&4,SHEET 5&6,FOR RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE ANCHORAGE TO BE AS HALF-ROUND SHAPE. CLUSTER ANCHOR QUANTITIES MISSILE IMPACT RESISTANCE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY REINFORCEMENT,SEE SEE TABLES 7&8, TABLE 9,SHEET 9 HURRICANE ZONE(HVHZ), EX.1 EX.2 SHEET 8 FOR 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. / / MID-PANELANCH R 60'WIDTH 3)USE ONLY APPROVED FASTENERS PER TABLE 1,SHEET 2.MATERIALS USED FOR B,SHEET 3 ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C00 CONCRETE MASONRY I I I FOR ATTACHED UNITS(CMU)AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 1,SHEET I-1___-- I DOOR/TRANSOM, 2.FOR GROUT-FILLED CMU,ANCHORS WERE EVALUATED WITH ONLY THE CELL it II II C� I 1 f SEE SEPARATE RECEIVINGTHE ANCHOR FILLED. 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED 1X 12-314' II It 1 I I I INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO MIN 4'LENGTH OF MAX.O.C. It 11 D 111 1 D It SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-10 THICK OR GREATER.IX AND ANCHORCHANNEL, II 114-112• II SHEET III I — -- I 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO PART#7,REQ.AT II MAX,DLO It / 4 it --------- THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF ALL ANCHOR II II 11 _ _______ THE ENGINEER OR ARCHITECT OF RECORD. LOCATIONS IN tl II _ ________= II HEADER. E ii II TABLE 2: l� e118'IAMINATED J {� 9116-LAMINATED 9116"LAMINATED Window Wall Glass Capacity(psf) Window Wall Glass Capacity(psf) OLASSSTACK 114"HEAT- I GLASS STACK 1(T HEAT- I I GLASS STACK 1/4'ANNEALED STRENGTHENED STRENGTHENED GLASS GLASS GLASS • Nominal Dim. GlassT a Nominal Dim. GlessTce ,,STREHEANGTHENED •090'SG STRENGTHENED.090'SG 1!4`ANNEALED .090'PVB STRENGTHENED STRENGTHENED Fume Width Frame Height A 8 C D E .F Frame Width Frame Height A a C D E F GLASS • GLASS 42 GLASS 24 in 90.0 80.0 120.0 90.0 80.0 1200. 74 in 90,0 Sao 12MO 90.0 Sao 120.0 42 42 301n 90.0 80.0 120.0 90.0 80.0 120.0 301n 90.0 Sao 1260 90.0 80.0 120.0 3/4"GLASS 314°GLASS 3/4"GLASS 36In 90.0 80.0 120.0 90.0 80.0 120.0 36In 90.0 80.0 120.0 90.0 Sao 120.0 BITE 41 40 BITE 41 40 BITE 41 40 421n 90.0 80,0 120.0 90.0 80.0 120.0 42 in SOB In W.0 Sao 120.0 98.0 Sao 12x0 48in 721n 90.0 81.0 120.0 90.0 80.0 120.0 48 in 1260 120.0 541n 89,9 80.0 120.0 90.0 BO.0 120.0 541n 1060 100.0 30 30 30 601n 82.4 80.0 120.0 90,0 80.0 170.0 60in 1000 10x0 EXTERIOR GLASS TYPE A E%TERIOR GLASS TYPE B EXTERIOR GLASS TYPE C 661n 12MO 120.0 66 in 1Dao 100.0 a ® a a 71 In 120.0 120.0 24in 90.0 8Qo 120.0 90.0 80.0 120.0 241n 960 .80.0 120.0 960 80,0 120.0 30in 90.0 Sao 120.0 90.0 80.0 12OLO 30 In 960 80,0 120.0 90.0 Bao 120.0 Win 90.0 90.0 120.0 90.0 Bao 120.0 1-311V I.G. 1.3118'I.G. 35 in 90.0 80.0 120.0 90.0 80.0 120.0 421n 1141n 1260 120.0 I� GLASSST 911GLASS NATED GLASS STACK site-LAMINATED GLASS STACK 421n 90.0 80.0 120.0 90.0 SD.O 120.0 mm I2ao 1260 9116'LAMINATED -'ill_ _I GLASS STACK GLASS GLASS STACK - GLASS STACK 48In 781n 90.0 80.0 120.0 90.0 80.0 120.0 54 in 100.0 100.0 114'HEAT- 114"HEAT- 541n 82.3 SGO 120.0 9D.0 80.0 120,0 Coln 100.0 1000 1/6'ANNEALED STRENGTHENED STRENGTHENED Win 77.4 830 120.0 85.1 80.0 120.0 24 in 90.0 ea0 120.0 90.0 80.0 120.0 GLASS 7116-AIRSPACE GLASS 7/16"AIRSPACE GLASS 7/16'AIRSPACE 661n 120.0 120.0 30in 90.0 80.0 120.0 90.0 Sao 12xO .090'SG 114'TEMPERED .090"PVB 114'TEMPERED .090"SG I 114'TEMPERED 721n 120.0 120.0 36In 90.0 80.0 120.0 90.0 Boo 120.0 GLASS GLASS GLASS 241n 90,0 80.0 120.0 90.0 80.0 120.0 42in 1201. 120.0 12x0 42 q2 42 301n 90.0 80.0 120.0 90.0 80.0 120.0 48 in 120.0 12x0 36In 960 80.0 7x0.0 960 e<1.r) 120.0 5d 1° 100.0 10110 314'GLASS 41 3/4"GLASS 41 3/4'GLASS 41 42ln 90.0 Sao 120.0 90.0 80.0 #0,0 60 In 99.8 100.0 BITE 40 BITE. 40 BITE 40 min 841n 89.1 Sao 120,0 90.0 80.0 120.0 241n 90.0 80.0 12QO DO.0 Sao 120.0 Som 90.0 MO 120.0 90.0 Bao 12110 31 31 31 641n 78.1 80.0 120.0 89.9 80.0 170.0 47 36 in 90.0 Bao 1260 90,0 80.0 120.0 EXTERIOR GLASS TYPED ExrEatoR GLASS TYPE E EXTERIOR GLASS TYPE F 47 60in 120.0 120.0 126in bfiln 120.0 320.0 42in 1260 3240 a ® a 72 In 100.0 100.0 dein 100.0 100.0 TABLE 1: 741n 90.0 80.0 120.0 90.0 80.0 120.0 `-Ain IOOLOMe 10x0 NOTES: zaln 90,6 860 1260 90.0 Baa 1260 Min Min. Min. 30In 90.0 80.0 120.0 90.0 80.0 120.0 Anchor 30in 90.0 aa0 3260 90.0 Bao i2a0 Description Substrate Edge Embed• O.C. 1 ANCHOR MUST EXTEND A 36In 90.0 80,0 120.0 90.0 87.0 120.0 Type ) 361. 120.0 1260 Dislan[e menl Distance 421n 90.0 80.0 320.0 90.0 80.0 120.0 42in 132 in 12x0 120.0 MIMIMU AN METAL DS 481n Win Bait 80.0 120.0 S8.6 80.0 120.0 814 steel a 410 SS BEYOND ANY METAL min IOeO Io110 A S.Pine 1" 1Jf8' 1" SUBSTRATE. 60In 120.0 120.0 511n LOGO 100.0 SMS(G 66 to 120.0 120.0 ti14 steel a 410 SS 116"6063-TS Aluminum 318° 118' 516" 6S In 100.0 100.0 24 in 90.0 Sao I2ao 90.0 Sao 120.0 B EMS(GS) 118"36 Ksi Steel 3'8" 118" 5/8' G)ANCHORS INTO 721n 100.0 100,0 30'n 90.0 800 120.0 90.0 SOO 1260 285 ksi Concrete 2.112° 1.318" 3' GROUT-FILLED CMU OR 361n 138 In 1260 12G0 HOLLOW BLOCK ARE ONLY 241n 90.0 SOG 120.1) 90.0 80,0 120.0 1/4"steel UBracon Grout-FIBed CMU' 2-112" 1-314" 4" 4xin 1060 Joao . APPLICABLE FOR THE 301n 90.0 80.0 120.0 90.0 80.0 120.0 min 1000 100.0 C Ho3ow Block" 2.112°. 1-114" 6' JAMBS. 36 In 90.0 80.0 120.0 90.0 80.0 120.0 241rn 90.0 SOLD 120.0 90.0 ear) 1200 114"410 SS GeteFlex Hollow Block' 2-112" 1.114" 8' 42 in 87.4 80.0 120.0 90.0 80.0 120.0 30 in 90.0 Sao 120.0 90.0 80.0 120.0 5116"steel UBracon Hollow Block' -118' 1.114' 3)ALL ANCHOR HEAD TYPES min 961n 76.8 BOO 120.0 84.4 80.0 120.0 36 in 146 in 12aO I2ao 114"410 SS CreleFlex 3.35 ksi Concrete 2-112" 1-314" 3" ARE ALLOWED. 54 In 110.0 I2ao 42 in 200.0 Joel) D 3.52 its[Concrete 3.116' 2' 3" 601n 120.0 120.1) min I0Q0 load BMU'sted UBracon Grout-Filled CMU' -112' -11" "SEE SHEET I,GENERAL 66 in 1x0.0 100.0 318"Ler a Diameter 3 ksl Concrete 3" 1.112` 4" NOTE 3. 721n 100.0 100.0 E 9 m complying g vvILh he ITW Tepeon Hollow Block' 1.11 8" ucomplying with The Florida 24 in 90.0 Sao 120.0 1 90.0 80.0 120.0 Building Code q 3DIn 90.0 80.0 120.0 90.0 MO 12MO Acceptance No )��06i •Q�{$ 36In 90,0 SD.D 120.0 900 80.0 120.0 \\11111111/1! E.'nation Date FILLII�I 421n 83.1 80.0 120.0 90.0 860 120.0 ��,�pN �yi�rli� Revised By: Dole: Revision: B 481n 1021n 320.0 120.0 y- �� L\GENSE '•,F.P Mi o i adc Fsaducl Contrd 541n 120.0 me `1' 60in 100.0 300.0 -11.... C Revised By: Dote: Revision: 661n lead 1030 N0.58705 SC 7/21/15 INTERLAYER MAN. ® Description: Drawn By: '. �34 GLAZING DETAILS J ROSOWSKI O • 4y, IF COMBINED WITH STOREFRONT ENTRANCEi� FLORID`.•' \C\� 1070 TECHNOLOGY DRIVE Title: Date: DOOR(SEE SEPARATE APPROVAL),THE LESSER ® i�'SS •"••• •`\�•��• N.VENICE, FL 34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 DESIGN PRESSURE VALUE OF THE DOOR OR GLAZING NOTES: ® /i�r�G��AI-L`1� P.O. BOX 1529 STOREFRONT SYSTEM SHALL BE THE DESIGN "PVB"=.090*BUTACITE PVB BY KURARAY AMERICA.INC. 1111 I I I t 111\ NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drowln9 No. Rev: PRESSURE FOR THE ENTIRE SYSTEM. 'SG'=.090-SENTRYGLAS®8Y KURARAY AMERICA,INC. A.LYNN MILLER,P.E. CERT. OF AUTH. }(29296 SS-3500 N7S 2 OF 10 MD-3500-LM A P.EJ156705 CONCRETEICMU PERANCHOR EDGE CONCRETE/CMU INSTALLATION REQUIREMENT DIST. PER ANCHOR EDGE OPTION REQUIREMENT DIST. INSTALLATION ANCHORS DIRECTLY t 2X WOOD BUCK EDGE APPROVED MULLION, INTO MASONRY. i ` EMBEDMENT OR FRAMING DIST. EDGE ALUMINUM,STEEL • .° , EMBEDMENT DIST. `i FRAMING OR STEEL a STUD,SEE TABLE 1, .. .. ..•. .. .. SHEET 2. 112'MAX.SHIM EMBEDMENT 1X WOOD 112'MAX.SHIM 1/2'MAX SHIM 1!2'MAX.SHIM 1 BUCKSTRIP, EXTERIOR SEE NOTE 2, THIS SHEET. EXTERIOR 30 EXTERIOR EXTERIOR c] TYP.ANCHOR TYPE, TYP.ANCHOR T TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, EMBEDMENT AND EMBEDMENTAND EMBEDMENT ANO EMBEDMENT AND VISIBLE EDGE DISTANCE PER EDGE DISTANCE PER EDGE DISTANCE PER EDGE DISTANCE PER LIGHT SUSSTRATE,SEE SUBSTRATE,SEE TABLE 1,SHEET TABLE 1,SHEET HEIGHT TABLE 1,SHEET 2. TABLE 1,SHEET 2 TABLE 1,SHEET 2. TABLE 1,SHEET 2. 40 5 INSTALLATION INSTALLATION INSTALLATION 42 OPTION OPTION OPTION 2 INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO 2X WOOD. DIRECTLY INTO METAL. INTO MASONRY. FRAME TYP.ANCHORTYPE, HEIGHT EMBEDMENT AND EDGE NOTES: DISTANCE PER SUBSTRATE, 4'LENGTH ANCHOR SEE TABLE 1,SHEET 2. CHANNEL AT INSTALLATION 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS,FOLLOW ANCHORS.SEE SHEET 1 EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS 7 FOR REQUIRED LOCATIONS PER TABLE 1,SHEET 2.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.ALL ANCHOR HEAD 31 TYPES ARE ALLOWED. 8 2)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE ' EXTERIOR OPTIONAL CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE LAMI IG OPTIONAL.UNIT MAY BE INSTALLED DIRECTLYTO SUBSTRATE. GLASS TYP.ANCHOR TYPE, WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X EMBEDMENTAND AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY EDGE DISTANCE PER EXTERIOR TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN SUBSTRATE,SEE 41 a q6 X 1-518"BUGLE-HEAD AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER TABLE 1,SHEET 2. 53 SMS,2-112"FROM EACH OR ARCHITECT OF RECORD.MAXIMUM SHIM THICKNESS TO BE END&13-112'MAX.O.C. AS REQUIRED BY TABLES 3-8,SHEETS 5-8. REQUIRED AT 3 EACH ANCHOR PRODUCT VERTICAL SECTION E-E wcomplyng with ro Florida CURVED FRAME MEMBERS ONLYBuilding Code t l l n l Acceptance No 16.061-2.08 Fav",sed By: Dole: RovlNon: Xpltalion Date �18 112'MAX.SHIM \� 1,Or1........X19/ yid INSTALLATION �[ .`� \• ttcENs�'•<<F,P Mi T T Rev,sed By: Dole: ReWsian: Mi » ado PAALXICM INOPTIO ON ,.• EMBEDMENT ��c• No.50705 INSTALLATION = SC 7/21116 NO CHANGE ANCHORS DIRECTLY •.' J Tl ii' : — ® Descriplion: Drown By: INTO MASONRY. a-z VERTICAL X-SECTION J ROSOWSKI CONCRETE/CMU. 1 E II /•!(/ PER ANCHOR • EDGE ;��,••.• 1070 TECHNOLOGY DRIVE T,IIe: Dole: REQUIREMENT DIST. .�/'�s^•r!ORIDP,•'\G\?� N. VENICE. FL 34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 //'��IVAL. � N529 OKOMIS,0 FL 134274 VERTICAL SECTION B-B , ,,,t Series/Model: Scolo: Sheet: 01-1ng No, Rev: A LVtItj MILLER,P.E. CERT. OF AUTH. ij29296 SS-3500 NTS 3 OF 10 MD-3500-LM A P.E.q 58705 t INSTALLATION INSTALLATION APPROVED MULLION, OPTION OPTION ALUMINUM,STEEL FRAMING INSTALLATION ANCHORS INSTALLATION ANCHORS OR STEEL STUD.SEE TABLE 114°NUT 8 BOLT,24'FROM 1,SHEET2. EMBEDMENT I DIRECTLY INTO MASONRY. STEEL REINFORCEMENT, EACH END AND 24"MAX O.C. DIRECTLY INTO METAL. 1 314, 3 SEES 10 � r_____ 24'FROM EACH TYP.ANCHOR TYPE, I r-----11 END AND 24' EDGE DIST. '0 6 EMBEDMENTAND EDGE DIST.1-318.1 I MAX O.C. 5 EDGE DISTANCE PER I I 31 SUBSTRA------ I I FOR ATTACHED DOOR, TABLE 1,SHEET 2. I I I SEE SEPARATE APPROVAL 40 OPTIONAL -t L------ TYP.ANCHOR TYPE, I I k= I LAMI IG GLASS 3p EMBEDMENT AND •'� I 'DC�LLI I EDGE DISTANCE PER I i I SUBSTRATE,SEE TABLE 1,SHEET 2 CONCRETE/CMU PERANCHOR I 42 41 I REQUIREMENT Y� VISIBLE LIGHT WIDTH 2 EXTERIOR1 L----LY^ EXTERIOR E WIDTH 112'MAX.SHIM —►� HORIZONTAL SECTION A-A ; ; EXTERIOR Fes— 112'MAX.SHIM ---J lu HORIZONTAL SECTION C-C lxwooD EMBEDMENT BUCKSTRIP,SEE I I NOTE 2,THIS SHEET. 1 NOTES: -------------- ALUMINUM j 1)USE ONLY SUBSTRATE ---7 -, °• REINFORCEMENT, I r 4 APPROPRIATE ANCHORS,FOLLOW I I I I EDGE DIST. SEE SHEETS 9810 VISIBLE LIGHT FORMULAS I i EMBEDMENT,EDGE DISTANCE AND e.. INSTALLATION SUBSTRATE REQUIREMENTS PER 1 1 I I I FRAME WIDTH-5-112' OPTION TABLE I,SHEET 2.ANY INSTALLATION I Ilet!lrlJJj �' I FRAME HEIGHT-5-112" INSTALLATION ANCHORS OPTION SHOWN MAYBE USED ON ANY It 1 TYP.ANCHOR TYPE, = THROUGH 1X BUCKSTRIP SIDE OF THE WINDOW.ALL ANCHOR VI' EMBEDMENT AND INTO MASONRY. HEAD TYPES ARE ALLOWED. I I 1 j I� 11 I EDGE DISTANCE PER I It SUBSTRATE,SEE- : e 2)ALL WOOD BUCKS LESS THAN 1-112' I I IlA== I TABLE 1,SHEET 2. THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE L CONCRETE/CMU - OPTIONAL.UNIT MAY BE INSTALLED r- I DIRECTLY TO SUBSTRATE.WOOD PER ANCHOR EXTERIOR BUCKS DEPICTED AS 2X ARE 1-1/2' ------ THICK ___�J REQUIREMENT THICK OR GREATER.IX ANO 2X BUCKS EXTERIOR I (WHEN USED)SHALL BE DESIGNED TO nn L------- RATTAC-D DO PROPERLY TRANSFER LOADS TO THE V FOR ATTACHED DOOR 112'MAX.SHIM —� �►— STRUCTURE.WOOD BUCK DESIGN TRANSOM,SEE ALTERNATE AND INSTALLATION IS THE SEPARATE APPROVAL REINFORCEMENT RESPONSIBILITY OF THE ENGINEER OR EMBEDMENT VARIES WITH DESIGN ARCHITECT OF RECORD.MAXIMUM HORIZONTAL + PRESSURE REQUIRED,SEE BY TABLES3-8.THICKNESS E BE AS REQUIRED SECTION D-D BY TABLES 3-8,SHEETS 6.8. TABLE 9,SHEET 9. PRODUCT REVISED EDGE DIST. os complying with the Florida Building Code 1,11ll llll// AcecplmlNo l5-O(oI2°OB INSTALLATION y, Revised 9y: Do1e: Revision: Bx irationDate 20)$ TYP.ANCHOR TYPE, OPTION ��1�0,..•••••.. .y4e EMBEDMENTAND ,.•'�,ICENs�,•.,F,p Munni adc producl'Cmitr EDGE DISTANCE PER LtINSTALLATION ANCHORS Y•.• SUBSTRATE,SEE INTO 2X WOOD. ,'F 5 ��% Revised By: Date: Revision: TABLE I,SHEET2, - No.,18705 _ .7 Ci 7!21/15 NO CHANGE ® Description: Drawn By: HORIZONTAL X-SECTION J ROSOWSKI 2X WOOD BUCK JI, _ ERIOR•• `T E 5 �, OR FRAMING C� ,e 1070 TECHNOLOGY DRIVE Tile: •.,[OR10 P;..•'�q�, N.VENICE, FL 34275 STOREFRONT SYSTEM DETAILS-LM 10!05/12 P.O. BOX 1529 112"MAX.SHIM —� �- //O�lAI-11��� NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No, Rev: A LYNN MILLER,P.E. CERT. OF AUTH. /29296 SS-3500 NTS .4 OF 10 MD-3500-LM A P.E.068705 TABLE 3: rt Window Wall Mullion Head/Sill Anchor Cluster Load Capacity(psf( Window Wall Mullion Head/5111 Anchor Cluster Load Capacity(psf) •-� WIDTH 2 (+- (V4"Maximum Shim Space) (1/4"Maximum Shim Space) -"I WIDTH If_ Nominal Dim. Anchor e'0.' AnchorT 'B' AndiorT a"C AnrhorT e'D' AnthorT e'E' Nominal Dlm. AnNor e'0.' AnchorT e•B' AnchorT e'C AnchorT e'D' AnchorT e'E• II Frame Fame Frame Frame II II width Height A2 A3 A4 82 B3 84 C2 C3 C4 D2 D3 D4 E2 E3 E4 Width height AZ A3 A4 B2 B3 B4 C2 C3 C4 D2 D3 D4 E2 E3 E4 II - 241n 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24in 11&q 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 1200 120.0 120.0 120.0 120.0 ]20,0 II 301n 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200. 1200. 220.0 1200. 301n 97.7 110.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 170.0 II 361n 120.0 120.0 120.0 120.0 120.0 120.0 1200. 120.0 120.0 120-0 120.0 120.0 120.0 120.0 120.0 361n 84.2 120.0 120.0 120.0 17MO 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 � II 42in 120.0 1200 120.0 120.0 120.0 170.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 421n 1081n 74'6 111.9 120.0 120.0 120.0 120.0 120.0 120.0 120.0 3200 120.0 120.0 120.0 120.0 120.0 HEIGHT / 48in 721n 118.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 48in 67.6 101.4 120.0 116.8 120.0 120.0 111.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 / l 541n ]12.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 S41n 623 93.5 120.0 107.7 120.0 1217.0 102.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 II 601n 108.2 120.0 120.0 120.0 120,0 120.0 120.0 120.0 320.0 120.0 120.0 120.0 120.0 120.0 120.0 601n 5%&3 87.4 116.5 100.7 120.0 120.0 96.0 120.0 120.0 115.0 120.0 120.0 120.0 120.0 120.0 II 661n 105.9 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 66 In 55.1 826 110.2 95.2 120.0 MO 90.8 120,0 120.0 108.7 120.0 120.0 114.7 ]217.0 1200. II 721n 105.2 120.0 120.0 120.0 120.0 320.0 1200 120.0 120.0 120.0 1211.0 120.0 1200 1200 1200 241. 111.4 120.0 120.0 120.0 1200 120.0 320.0 120.0 120.0 1200 120.0 220.0 MO 120.0 12D.0 II II 24in 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 301n 91.8 ]20.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 II 301n 120.0 120.0 120.0 MD 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 1200 120.0 120.0 361n 78.9 118.4 220.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 361n 120.0 120.0 120.0 170.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 421n 1141n 69.8 107.7 ]20.0 120.0 1200 120.0 119.0 120.0 170.0 1200 120.0 720.0 120.0 120.0 120.0 WIDTH 1-WIDTH 2 421n 1139 1200 1200 120.0 120.0 120,0 120,0 120.0 120.0 120.0 120.0 1200 120.0 120.0 320.0 48in 63.1 94.7 720.0 109.0 120.0 120.0 100.0 120,0 120.0 120.0 120.0 120.0 MO 120.0 120.0 FRAMEWIDTH= 2 481n 781n 105.2 120.0 ]20.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 541n 5&0 87.1 ]16.1 100.3 120.0 120.0 95.6 120.0 120.0 114.5 120.0 120.0 120.0 120.0 120.0 541n 99.0 120.0 120,0 120.0 120.0 120.0 320.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 MO 60in 54.1 LL 308.2 935 1217.0 120.0 89.1 120.0 1200. 106.7 1200. 120.0 11217 120.0 120,0 Col Anchors Col Anchors CotAndwrs Anchor Anchor Anchor 60In 94,7 120.0 320.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 MO 120.0 120.0 120.0 120.0 24in 305.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 ]70.0 120.0 Type at Eachslde Type at Each Side Type at Each Side 661n 91.8 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 301n 96.6 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 121.0 120.0 120.0 1200 120.0 I o o u111on a ivuf 721n 90.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 ]70.0 361n 74.3 111.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 A2 2 0.3 3 A4 4 24in 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 1200 421n 120in 65.6 9&4 120.0 133.3 1200. 120.0 108.1 12D.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 B2 2 83 3 B4 4 301n 220.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 127.0 48in 59.2- 8&8 118.4 102.2 120.0 120.0 97.5 120.0 120.0 116.8 120.0 120.0 120.0 120.0 120.0 C2 2 C3 3 C4 4 361n 1149 320.0 ]M.b ll0.0 120.0 1217.0 120.0 120.0 120.0 120.0 IRO 120.0 120.0 120.0 120.0 Min 54.3 81.4 108.6 93.8 120.0 120,0 89.5 12AO ]20.0 107.1 120.0 120.0 113.1 120,0 120.0 02 2 D3 3 D4 4 421n 103.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 220.0 120.0 120.0 120.0 120.0 120.0 Win 50.S 75.7 101.0 87.2 420.0 120.0 &3.2 120.0 120.0 99.6 127.0 120.0 ]05.2 120.0 1X10 E2 2 E3 3 E4 4 48in 941n 94.7 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24in 99.7 1700 120.0 120.0 120.0 120.0 120.0 120.17 120.0 120.0 120.0 120.0 120.0 IMO 120.0 SILL SHOWN, 54In 88.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 ]20.0 120.0 120.0 120.0 120.0 30In 81.9 1200 170.0 120.0 120.0 120.0 120.0 MO 120.0 120.0 120.0 120.0 120.0 120.0 120.0 HEAD SIMILAR, II 60in 84.2 120.0 120.0 1200 120.0 120.0 120.0 120,0 SMD 120.0 120.0 120.0 MO ]20.0 120.0 361n 70.1 105.2 120.0 ]20.0 120.0 120.0 115,6 120.0 120.0 220.0 120.0 120.0 220.0 120.0 120.0 QTY.MAY VARY 1261n WINDOW II WINDOW 661n 81.0 120.0 120.0 120.0 1217.0 120.0 120.0 120.0 120.0 120.0 720.17 1200 120.0 IM.O 120.0 42in 61,8 92.7 170.0 106.8 3 20.0 120.0 1019 IMO 120.0 120.0 220.0 120,0 ]20.11 ]20.0 120,0 11 721n 7&9 11&4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48in 55.7 83,5 111,4 96.2 120.0 120.0 91.8 120.0 2200. 109.9 120.0 1200. 11&0 120.0 1200. SEE TABLE 1, 241n 120.0 120.0 120.0 170.0 720.0 120.0 120.0 120.0 110.0 120.0 120.0 120.0 120.0 120.0 120.0 541n 51.0 76.5 102.0 8&1 120.0 120.0 84.0 120.0 320.0 100.6 120.0 120.0 106.2 120.0 120.0 SHEET2 30in - 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 241n 94.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 FORANCHOR �.� �_ 2114, 361n $96.11 120.0 120.0 120.0 320.0 1200 120.0 120.0 120.0 120.0 1200 1200 720.0 ]20.0 301n 77.7 11&5 120.0 120.0 120.0 120.0 120.0 120.0 ]20.0 120.0 120.0 1200 120.0 ]20.0 120.0 O.O.SPACING, 361n 66.4 99.7 IMO 114.8 120.0 120.0 log.5 MLO 120.0 120.0 527.0 120.0 120.0 120.0 120.014"MAX. 42in 0 120.0 120.0 120.0 120.0 IM.O 120.0 120.0 720.0 120.0 1200 1200 120.0 120.0 1321n 48in 901n 0 120.0 120.0 120.0 320.0 120.0 120.0 120.0 120.0 122D,*..,.O 120.0 120.0 120.0 320.0 42in 58.5 87.7 117.0 101.0 120.0 120.0 96.4 IM.O 120.0 1150 120.0 120.0 120.0 120.0 120,0 SOIn 0120.0 120.0 ]20.0 120.0 IM.O 120.0 120.0 IMO 120.0 120.0 120.0 320.0 481n 52.6 78.9 105.2 90,9 120.0 120.0 96.7 120.0 120.0 103.8 120.0 120.0 109.6 120.0 120.0 601n 6120.0 120.0 120,0 120.0 120.0 1200 120.0 120.0 120.0 120.0 ]20.0 120.0 54in 4&1 72.1 96.2 83.1 120.0 120.0 79.2 118.9 120.0 94.9 120.0 1200 100.2 IMO 120.0 66in 7 120,0 120.0 120.0 120.0 119.4 120.0 120.0 120.0 120.0 120.0 1200 120.0 24in 90.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 721n 2 120.0 120.0 120.0 120.0 115.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 301n 73.9 110.8 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 170.0 120.0 1200 120.0 120.0 24in 120.0 120.0 120.0 120.0 IMO 220.0 120.0 120.0 120.0 IMO 120.0 120.0 120.0 120.0 361n 1381n 63.1 94.7 120.0 109.0 120.0 120.0 300.0 120.0 120.0 120,0 120.0 1200 120.0 120.0 120.0 301n 109.8 1200 120.0 120.0 120.0 120.0 120.0 320,0 120,0 120.0 120.0 120.0 120.0 120.0 42in 55.5 83.2 111.0 95.9 120.0 120.0 91.4 120.0 120.0 109.5 120.0 120.0 115.6 1200 2200 361n 95.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 481n 49,8 74.7 99.7 86.1 720.0 120.0 82.1 120.0 120.0 98.3 320.0 120.0 103.8 120.0 120.0 42in 84.6 MO 220.0 120.0 120.0 120.0 120.0 120.0 120.0 ]MO 320.0 SMO 120.0 120.0 24in 86.3 120.0 ]20.0 1200. 220.0 120.0 120.0 1200. 120,0 120.0 120.0 120.0 120.0 120.0 120.0 481. 97.751n 77.0 115.5 120.0 120.0 120.0 120.0 120.0 120.0 MO 1200 O 120.0 120.0 120.0 120.0 301n 70,5 105.7 ]20.0 120.0 120.0 120.0 116.1 120.0 12D.o 120.0 120.0 120.0 120.0 120.0 720,0 54 in 71.4 107.1 120.0 120.0 120.0 120.0 ]17.6 120.0 120.0 120.0 0 120.0 120.0 120.0 120.0 361n 1441n 5D.1 90.2 320.0 103.8 MO 120.0 99.0 120.0 120.0 118.6 120.0 120.0 120.0 120.0 120.0 601n 67.1 100.6 IMO 115.9 SMO 1217.0 110.5 120.0 120.0 120.0 0 120.0 120.0 120.0 120.0 42in 52.8 79.2 105.6 91,2 ]20.0 ]70.0 87,0 120.0 120.0 104.1 120.0 120.0 109.9 IMO 120.0 661n 63.8 95.7 120.0 110.2 120.0 120.0 105.1 120.0 120.0 ]20.0 0 120.0 130.0 120.0 120.0 48in 47.3 71.0 99.7 87.8 120.0 ]20.0 78.0 117.0 120.0 93.4 120.0 120.0 98.6 120.0 120.0 721n 6L3 9LO 120.0 105.9 120.0 120.0 101.1 120.0 120.0 120.0 0 120.0 120.0 120.0 1200 PRODUCTREVISED 24 In 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 1200 0 120.0 120A 120.0 120,0 .s complying with tho Florida 301n 104.5 120.0 SMO 120.0 120.0 120.0 120,0.SMO 120.0 12DO 0 120.0 120.0 120.0 120.0 1 Building Code 361n 90.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 170.0 120.0 120.0 120.0 120.0 120.0 \\4\10 I,II1//// AceeplonmNo/r5-0/014,08 421n 3021n 20'2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 SMO ��` O •• /(1!! iy, Revised By: Dale: Revision: Bx ireliort Dal �1g 481n 72.8 109.2 SM.O 120.0 320.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 320.0 541n 67.3 10Lo T. ]16.3 120.0 120.0 SID.9 IM.O 120.0 120.0 ]20.0 120.0 120.0 ]20.0 120.0 �•' F '•P � Minn7i ndo product Can 60In 63.1 94,7 120.0 109.0 120.0 120.0 104.0 1200 1200 120.0 120.0 1200 120.0 120.0 120.0 - rt: i; Revised By. Dote: Revision: 66in 59.9 89.8 119.8 303.4 120.0 120.0 98.7 120.0 120.0 118.1 120.0 120.0 120.0 120.0 120.0 No.511705 SC 7/21/15 NO CHANGE p Description: Drann By: 7A?I�15 ANCHOR TABLES @ 1/4"SHIM SPACE J ROSOWSKI IF COMBINED WITH STOREFRONT ENTRANCE ` 1�, '• !ORID1`,••'•\�\ 1070 TECHNOLOGY DRIVE Title: Dote: DOOR(SEE SEPARATE APPROVAL),THE LESSER ��;St(� `\G�:� N.VENICE, FL 34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 DESIGN PRESSURE VALUE OF THE DOOR OR / /ONAI. t P.O. BOX 1529 r //I I 1 I I t t s 7 s` NOKOMIS, FL 34274 Series/Model: Scala: Sheet: Orawin N. Rev: STOREFRONT SYSTEM SHALL BE THE DESIGN 9 PRESSURE FOR THE ENTIRE SYSTEM. A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 SS-3500 NTS 5 OF 10 MD-3500-LM A P.E.0 65705 TABLE 4: It Window Wall Mullion Head/Sill Anchor Cluster Load Capacity(psf) Window Wall Mullion Head/5111 Anchor Cluster Load Capacity(psf) WIDTH 2 (1/2'Maximum Shim Space) (1/2'Maximum Shtm Space) WIDTH I Nominal Dim. Anchor e'A' I Anchor e'B' Anchor ,e'C' I AnrhorT e'0' AnchorT e'E' Nominal Dim. AnrharT e'A' AnchorT e'a' Anchor e'C' AnchorT e'D' AnchorT e'E' II II Frame Frame Frame Frame II width Height A2 A3 A4 82 B3 84 C2 C3 C4 .2 03 O4 E2 E3 E4 width Height A2 A3 AO B2 83 B4 C2 C3 C4 02 D3 D4 E2 E3 E4 II 24 In 120.0 120.0 120.0 120.0 120.0 120.0 1240 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 241n 95.3 120.0 120.0 95.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 11 301n 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1240 30 in 78.7 118.0 MO 78.7 Il&O 120.0 107.6 120.0 ]20.0 120.0 120.0 120.0 120.0 320.0 120.0 II 361n 112.9 120.0 120.0 1125 120.0 320.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 II 3612 67.8 101.7 1240 67.6 101.7 120.0 92.7 17.00 120.0 118.1 120.0 ]20.0 1240 320.0 ]20.0 HEIGHT / it 421n 102,5 120.0 120.0 1025 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 4212 641 90.1 1240 60.1 90.1 120.0 82.2 120.0 120.0 104.7 120.0 120.0 120.0 320.0 120.0 481n 72in 95.3 120.0 320.0 95.3 320.0 120.0 120.0 120.0 120.0 320.0 120.0 110.0 320.0 120.0 120.0 10812 48in 54.5 81,7 10&9 54.5 81.7 108.9 74.5 111.7 120.0 94.9 120.0 120.0 120.0 120.0 120.0 II 541. 90.4 120.0 120.0 90.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12.00 120.0 120.0 120.0 54 in 50.2 75.3 100.4 50.2 75.3 100.4 68.7 103.0 120.0 87.5 120.0 120,0 120.0 120.0 120.0 601n 87.1 1240 120.0 87.1 120.0 120.0 119.2 120.0 120.0 120.0 120.(1 120.0 120.0 120.0 120.0 601n 46.9 70.4 93.8 46.9 70.4 93.8 64.2 96.2 120.0 81A 120.0 120.0 320.0 120.0 320.0 II 6612 85.3 120.0 120. 85.3 120.0 ll.0 116.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 6612 44.4 66.5 88.7 44.4 66.5 8&7 647 91.0 120.0 77.3 1160 120.0 114.7 1200. 1200. II 7212 84.7 120.0 120.0 64.7 120.0 120.0 115,9 120.0 120.0 1X1.0 120.0 120.0 120.0 120.0 120.0 24In 89.7 170.0 1240 89.7 120.0 320.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 II 24in 320.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 31)In 73,9 110.9 120.0 73.9 110.9 120.0 101.1 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 II 301n 116.2 IMA 120.0 116.2 120.0 320.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36 in 63.5 95.3 1207 63.5 95.3 120.0 86.9 120.0 120.0 710.7 120.0 120.0 120.0 120.0 120.0 361n lOL7 1200. 1200 IOU 120.0 320.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 421n 1141n 56.2 64.3 112A 56.2 84.3 112.4 76.9 115.3 120.0 98.0 120.0 120.0 120.0 120.0 120,0 WIDTH 7+WIDTH 2 421n 91.7 120.1) 120.0 91.7 120.0 17.00 120.0 120.0 120.0 120.o 120.6 120.0 120.0 120.0 120.0 FRAME WIDTH= gain 50.8 76.2 101.7 50.8 76.2 101,7 69.5 104.3 120.0 88.6 120.0 120.0 120.0 120.0 120.0 2 4812 781n 84.7 220.0 120.0 84.7 120.0 120.0 115.9 120.0 ]20.0 120.0 1240 120.0 120.0 120.0 120.0 MIn 46.7 70.1 93.5 46.7 70.1 93.5 63.9 95.9 120.0 81,5 120.0 120.0 120.0 120.0 120.0 541n 79.7 119.6 120.0 79.7 119.6 120.0 109.0 121.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 go fAndrors Nol Arehors Nol Anchors Win 76.2 114A 120.0 782 114.4 120.0 104.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 Wln 43.fi fi5.3 87.1 43.6 65.3 87.1 59.6 89.4 119.2 75.9 313.9 120.0 112.7 1240 120.0 Anchor Anchor Anchor at Each Sid. at Foch SI do at Each Side 661n 739 210.9 120.0 72.9 110.9 120.0 IOLl 120.0 120.0 320.0 120.0 120.0 120.0 120.0 120.0 24 In 84.7 120.0 120.0 84.7 120.0 120.0 115.9 120.0 120.0 12D.0 120.0 120.0 120.0 120.0 120.0 Type u Type of u TYPe o1Mu o 7212 72.6 308.9 120.0 72.6 108.9 120.0 99.3 1240 120.0 120.0 IMO 120.0 120.0 120.0 1240 301n 69,7 107.6 120.0 69.7 104.6 120.0 95.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 A2 2 8.3 3 A4 4 2412 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1240 120.0 320.0 361n 59.8 89.7 119.6 S9.8 B9.7 119.6 81.8 SMO 120.0 104.2 120.0 120.0 120.0 IMO IMO B2 2 B3 3 B4 4 301n 106.1 120.0 120.0 106.1 120.0 120.0 1200 120.0 120.0 120.0 IMO 120.0 120.0 120.0 120.0 421^ 1X11^ 526 79.2 IOS.6 52.8 79.2 105.6 72.2 108.3 120.0 92.0 120.0 120.0 120.0 120.0 120.0 2 C3 3 CA 4 361n 92.4 1240 120.0 924 120.0 1240 1200. 12.0 1200. 1200. 12,0 120.0 120.0 120.0 1200 48In 47.7 71.5 95.3 47.7 71.5 95.3 65.2 97.8 120.0 83.1 120.0 120.0 120.0 320.0 120.0 D2 2 1)3 3 D4 4 42 In 83.0 120.0 120.0 83.0 120.0 120.0 113.5 120.0 120.0 320.0 120.0 120.0 120.0 120.0 120.0 54 in 43.7 65.6 87.4 43.7 65.6 87.4 59.8 89.7 119.6 76.2 114.3 120.0 113.1 IMO 1200 E2 2 E3 3 E4 4 gain 841n 76.2 114.4 120.0 76.2 114.4 120.0 104.3 120.0 120.0 320.0 12.0 120.0 SM.0 120.0 120.0 W1. 40.7 6LO 81.3 40.7 6LO 81.3 55.6 83.4 111.2 70.9 105.3 120.0 105.2 120.0 120,0 541n 713 107.0 120.0 71.3 107.0 120.0 97.6 120.0 120.0 120.0 1200 170.0 120.0 120.0 120.0 24In 80.3 1240 320.0 80.3 120.0 120,0 109.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 SILL SHOWN, II Gain 67.8 101,7 72OA 67.8 101.7 120.0 927 120.0 120.0 118.1 120.0 120.0 120.0 120.0 1240 301^ 6S.9 98.9 120.0 65.9 98.9 120.0 90.2 120.0 120.0 114.9 120.0 170,0 120.0 120.0 120.0 HEAD SIMILAR, II 66In 65.2 97.8 120.0 65.2 97.8 120.0 89.2 120.0 120.0 113.7 120.0 120.0 120.0 120.0 120.0 3612 565 84.7 112.9 SGS 84.7 1119 77.2 115.9 120.0 98.4 120.0 120.0 120.0 120.0 320.0 CITY.MAY VARY WINDOW IIR',-- OW4212 12612 49.8 74.7 99.6 49.8 74.7 99.6 68.1 1021 320.0 86,8 120.0 120.0 120.0 120.0 120.0 72in 635 95.3 120.0 63.5 95.3 120.0 85.9 210.0 120.0 110.7 2200 120.0 120.0 120.0 SMO SEE TABLE I,481n 44.8 67.3 89.7 44.8 67.3 89.7 4 61.3 920 120.0 78.2 117.2 120.0 116.0 120.0 120.024in 1173 120.0 120.0 117.3 72x.0 320.0 120.0 120.0 120.0 320.0 120.0 ]20.0 ]20.0 120.0 120.0 SHEET2 3012 97.6 120.0 120.0 97.6 120.0 120.0 120.0 320.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 541n 41.1 61.6 82.3 41.1 61.6 82.1 5&2 84.3 1123 71.6 307.4 120.0 106.2 120.0 120.0 FOR ANCHOR 2-1/4' 361n 94.7 1200 IMO 84.7 120.0 120.0 115.9 120.0 120.0 120.0 120.0 1200 320.0 220.0 1200 Min 762 114.4 1200 76.2 114.4 120.0 1043 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 D.C.SPACING, 421n 759 113.6 120.0 75.8 113.6 IMO 103.6 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 30in 62.6 93.8 120.0 62.6 93.8 120.0 85.6 120.0 120.0 109.0 1200 120.0 120.0 120.0 120.0 4'MAX. 481n 9012 69.3 104.0 120.0 69.3 104.0 120.0 94.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 36 in 1321n 53.5 80.3 107.0 53.5 80,3 ]07,0 73.2 109.8 120.0 93.2 1200 120.0 120.0 120,0 120.0 S41n 64.5 968 120.0 64.5 96.8 110.0 88.3 120.0 120.0 112.5 120.0 120.0 120.0 120.0 120.0 42in 47.1 70.6 94.2 47.1 746 94.2 64.4 96.6 120.0 82.1 120.0 120.0 120.0 120.0 320.0 6012 617 91.5 120.0 610 91.5 120.0 83.4 120.0 120.0 1063 120.0 220.0 120.0 120.0 120.0 481n 42,4 63.5 84.7 42.4 63.5 84.7 57.9 869 115,9 73.8 110.7 120.0 109.6 120.0 120.0 661n 58.4 87.5 116.7 SBA 87.5 116.7 79.8 119.7 220.0 101.7 120.0 120.0 120.0 120.0 120.0 541n 38.7 S&1 77.5 38.7 S&1 77.5 53.0 79.4 105.9 67.5 101.2 120.0 100.2 120.0 120.0 72in 56.5 84,7 11L9 565 84.7 112.9 77.2 115.9 120.0 964 320.0 120.0 120.0 120.0 120.0 24In 726 108.9 120.0 72.6 108.9 120.0 99.3 120.0 1240 120.0 1200 120.0 120.0 120.0 120.0 24[n 106.7 120.0 1200 106.7 120.0 120.0 320.0 120.0 120.0 120.0 120.0 220.0 120.0 120.0 IM.O 301n 59.5 89.3 119.0 59.5 89.3 119.0 81.4 320.0 320.0 103.7 IMO 120.0 120.0 120.0 320.0 301n 88.4 120.0 120.0 88.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 361n 138[n 50.8 76.2 101.7 50.8 76.2 101.7 69.5 104,3 120.0 88.6 120.0 120.0 120.0 120.0 120.0 361n 76.5 114.7 120.0 765 114.7 2240 104.6 120.0 SMO 120.0 120.0 120.0 IMO 120.0 120.0 421n 44.7 67.0 89.4 44.7 67.0 89,4 61.1 91.7 120.0 77.9 1168 120.0 115.6 120.0 1200 421. 68.1 102.2 12D.0 6&1 102.2 120.0 93.2 220.0 120.0 138.7 120.0 320.0 120.0 120.0 120.0 481n 40.1 60.2 803 441 60.2 80.3 54.9 82.3 109.8 69.9 UA.9 1200 103.8 120.0 120.0 481n 97.751n 62.0 93.0 120.0 62.0 93.0 120.0 848 120.0 120.0 108.1 1200r12 120.0 120.0 120.0 241n 69.3 107.0 120.0 69.3 1D4.0 120.0 94.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 Min 57-S 862 114.9 57.5 86.2 ]14.9 78.6 117.9 1200 100.2 120.0 120.0 120.0 120.0 3012 567 85.1 173.5 56.7 861 113.5 77.fi ]16.4 120.0 98.9 120.0 120.0 120.0 120.0 120.0 Gain 54.0 81.0 10&0 54.0 810 10&0 73.9 110.8 120.0 94.1 120.0 IMO 120.0 120.0 36 in 1441n 4&4 72.6 96.8 48.4 726 96.8 66.2 99.3 120.0 84.4 120.0 320.0 120.0 2200. 120.0 6612 51.4 77.1 1@.8 SL4 77.1 102.8 70.3 105.4 320.0 89.6 120.0 120.0 120.0 120.0 42in 415 63.8 85.0 42.5 63.8 85.0 58.3 87.2 116.3 74,1 ]11.1 120.0 109.9 120.0 120.0 721n 49.4 74.1 98.8 49.4 74.1 98.8 67.5 1013 120.0 86.1 120.0 120.0 120.0 ]200 gain 38,1 57.2 76.2 38.1 57.2 76.2 511 78.2 IW.3 66.4 99.7 320.0 98,6 320.0 120.0 24In SOL7 120.0 120.0 101.7 120.0 120.0 SM.O 320.0 120.0 120.0 120.0 320.0 1240 120.0 PRODUCT REVISED 301n 84.1 120.0 120.0 B4.1 120.0 120.0 315.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 ^s cemplyin6lvilh the Florida 35 in 72.6 108.9 170.0 716 108.9 120.0 99.3 120.0 120.0 120.0 1200 120.0 120.0 120.0BuildingCade421n 64.5 968 120.0 64.5 96.8 120.0 86.3 120.0 120.0 112.5 120.0 120.0 120.0 120,0 1711 I I I I1/7 Aceaptancc No /J'-C46J $ 10222 ♦ / Revised B: Dole: Revision: fmlton Dale /$ 481n S8.fi 88.0 117.3 5B.6 88.0 117.3 80.2 120.0 120.0 1022 120.0 120.0 120,0 120,0 120.0 Ply N /i 541n 54.2 81.3 108.4 54.2 81.3 108.4 74.1 111.2 120.0 94.5 120.0 120.0 120.0 120.0 SM.O \����0•'�ICENS' DY Win 50.8 76.2 103.7 50.8 762 101.7 695 104.3 120.0 88.6 120.0 120.0 120.0 1240 120.0 P F •'.'11 Miami ode ProduN 6612 48.2 72.3 96.4 48.2 72.3 96A 65.9 98.9 120.0 84.0 120.0 120.0 120.0 120.0 320.0 � 7�[: Revised By: Dole: Revision: No,50705 'r = SC 7/21/15 NO CHANGE 13y., ANCHOR Description: Drawn S �'= ANCHOR TABLES @ 1/2"SHIM SPACE J ROSOWSKI �? ATF. F. .:'[[ij: IF COMBINED WITH STOREFRONT ENTRANCE ���(�''•.�<0121UA,.•' ��L'� 1070 TECHNOLOGY DRIVE 7211.: Dofe: DOOR(SEEESIGN PRESSURESEPARATE APPROVAL)DTHE LESOOR ORSER iv i,Ss/�N `:'`�CO;` N. VENICE, XF�5249275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 STOREFRONT SYSTEM SHALL BETHE DESIGN r777 1111 1 t t t P.O. FL 34274 5erlea/Model: Scale: Sheef: Drawing No. Rev: PRESSURE FOR THE ENTIRE SYSTEM. A.LYNN MILLER,P.E. CERT. OF AUTH. N29296 SS-3500 NTS 6 OF 10 MD-3500-LM A P,E.N 58705 m �■om■�m m ommmm m moomm m mmmoo m ommmm m mmmmm m mmmmm m mmmmm m mmmmm m mmmmm m mmmmm m flmm m mmomm m mmmmm m mmmmm m �m�►mmmm m mmmmm m ' mm©mm m m©mmm m o®mmm m mm©mm m mmmmm m ms�mmm m o m�►mmm m ©m®mm m �m�nmm m m©mmm m mmmmm m mm©mm m f►nm�nmm m mo©mm m �n�n©mm ® ©m©mm m ommmm ® m©mmm m mmmom m mmmmm m mmmmm m mmmmm m m®mmm m mmomm m mmmmm m ��+nmmm m �m�mmmm m mmmmm m mmmmm m m+nwammm m m�moo EMS mmmmm m ►mmmmm m ®mmflmmm m ®m®m�mmm m : �nm�rnmm m �m�mm m ®mmammm m ��m�sn.m m mmmmm m ©m��+mmm m mmmmm m wnsnnwn®m m mmms�.►nmm m ommmm m mma�►nmm m ommmm m ®mm�►nmm m mmmmm m mm�.►nmm m mmmmm ® �m®mmm m mmmmm ® m®®mmm m �►n�►nmmm m mmmmm m mmmmm m mmmmm ® mmmom m ommmm m mmmmo m mmmmm m �+m�mmErmmm m mmmmm m �mm�mmm m �+n�nmmm m ��®mo EMM moomo m ®nm�mm m mmmmm m Emm�mQ►nmm m Emnmomm m ®nm®nmm m m®mmm m mmmmm m �nm�nmm m mmmom m mmmmm m mDm�mmmm m mmmmm m mmmmm m �m�msmnmm m �►n�rz�mmm m �nm�mm m �mmom m tmm�m�nmm m ���mo ® ©m�nmm m mmmm ® ���om m �vn�rn�nmm m mmmmo m �ram®mmo m mmmmm m mmmmo m mmmmm m �m�mm m mmmmm m mmmmm m mmmmm m ®mom m mmnmmm m ��mmm m smnmomm m ommmm m m®mmm m mmmmm m mmmmm m mmmmm m mms�nmm m m®�nmm m ®nm®nom m ommmm m ���om m ��amm m mm�mnmm m m�mmmommm m Emn�rn®nmm m mm®m�►nm m mm®mm m mmmmm m mmmmm m mmm�m ® mmmmm m �►mm�nmm ® �nm©mm m ®n®nm m m mmmmm m ommmm m ommmm m : mmmmm m mmmom m mmmmm m ��mmm m s�n®n®nmm m Emnmmmm m mmmmm m �m�mmmm m ®m®mmmm m �m�►nmm m mmmmm m �►n inn nnmm m mmomo m mmmmm m �mmom m �I.+nmm m mmmmm m �nm�nmm m ®mm®mmm m �nIm�mmm m mmmmmm m mmmmm m mm�m�m m mmmmm m mmmmo m mm�►n�m m mm�►mmo m �m�mm ® mm�+n�►nm ® �+mm®mmm m mmmmm m mmmmm m ®nm®nmm m mmmmm m mmmmm m mmmmm m mmmmm m �nEmnmmm Win■ mmmmm m �►n�►cimmm m mmmmm m ��mmm ••. Fnm m r�.►mm�nmm m mmmmm :i ll, 4 Y C*4 �Q � '•� N � O =O w �5 o O O Y me Z 0 o` z cin a"�C7Qm Cf o , W J O C� Q IL a ? CO20 = fn D Q Q o 3 m d o^ Q 2' Ip o' o _co 3 (n s «971o�A9��97i:�JS$k�97i<�'�9 SSI"ate35{9.397ta�S�Si 7to�S n9A5 nSt 7io� e a o� 1=� H ¢N ? N (u ® p N O1 M - x Sm =Um— acti Z 6m 1:`o d ray o s8fim p Z ¢ oZ v c E F o r __ _cW---, c c c_c c c c e kg, --_— c c— �y } �7 ayF C-Qzw e <��X9u_____o4$u____ oS$n______�'n918� $�3`.8.�. =p 2'.J z V: -�a V� O �ti 4: x w� ir,nrl�, NO N N H W W w N N O �J Z �U K zs aF'. S fll w p o` r n 5 m E a _N Q N C x�? a a z V a w w www a0a 3 L' O R { Q E a 6 1? a 3� Eoc_ c_e a_e c c c__ «9715 i �n«�i 7SedA3��«971��S3�R n99a�3CS�n�97to�3S971 F TABLE 9: OC rt: It WIDTH 2 �-+-- Window Wall Mullion Capacity(psf) Window Wall Mullion Capacity(psf) � WIDTH I Nominal Dim. Nominal Dim. Unrelnforcad Unrelnforced Alum.Relnf. Steel Relnf. Unrelnforced Unrelnforced Alum.Relnf. Steel Reld. (Glass Types B&E) (Glass Types A&D) (Glass TypesC&F) (Gass TypesC&F) (Glass Types B&E) (Glass TypesA&D) Idris Types CBF) (Glass TypesC&F) II Frame Width Frame Height Pos(+) Neg l-) Pos(+) Nag(-) PCs(+) Nell l-) Pos(+) Neg(-) Frame Width Frame Height Pos(+) Neg(-) Pos(+) Neg(-) P0503 Will-) PCs(4) Net;l-) II / 241n 70.0 80.0 90.0 '90,0 90.0 100.0 90.0 120.0 24 in 70.0 80.0 90.0 90.0 90.0 100.0 90.0 120.0 II 30in 70.0 80.0 90,0 90.0 90.0 100,0 90.0 120.0 30in 70.0 80.0 87.5 875 90.0 100.0 90.0 120.0 II 36In 70.0 8060 90.0 90.0 90.0 100.0 90.0 120.0 36In 65.6 74.0 74.0 74.0 90.0 100.0 90.0 120.0 / II 42 in 70.0 80.0 90.0 90.0 90.0 100.0 90.0 120.0 421n IOBfn 57.1 64.5 64.5 64.5 90.0 100.0 90.0 120.0 HEIGHT it 481n 721n 70.0 80.0 90.0 90.0 90.0 100.0 90.0 120.0 --Mn 90.0 100.0 90.0 120.0 II 541n 70.0 Bono 90.0 90.0 90.0 100.0 90.0 120.0 541n 90.0 100.0 II / 60 in 70,0 80.0 90.0 90.0 90.0 100.0 90.0 120.0 60in 90.0 100.0 II 661. 90.0 100.0 90.0 120.0 661n 90.0 100.0 II 721. 90.0 100.0 90.0 120.0 241n M0 80.0 90.0 90.0 90.0 100.0 90.0 120.0 II 241. 70.0 80.0 90.0 90.0 90.0 100.0 90.0 120.0 301. 65.8 74.2 74.2 74.2 � 90.0 1°0.0 90.0 120.0 II 301n 70.0 80.0 90.0 90A 90.0 100,0 90.0 120.0 36 In 55.5 62.6 62.6 62.6 90.0 100.0 90.0 120.0 36In 70.0 80.0 90.0 90.0 90.0 100.0 90.0 120.0 421n 1141n 90.0 100.0 90.0 120.0 WIDTH 1*WIDTH 2 421n 70.0 80.0 900 90.0 90.0 100.0 90.0 120.0 481n 90.0 100.0 90.0 120.° FRAME WIDTH= 2 481n 781. 70.0 80.0 90.0 90.0 9a0 100.0 90.0 120.0 541n 90.0 100.0 541n 70.0 80.0 90.0 90.0 90.0 100. 90.0 120.0 Goin 90.0 100.0 601n 70.0 80,0 90.0 90.0 90.0 100.0 90.0 120.0 24 in 69.7 78.5 78.5 78.5 90.0 100.0 90.0 120.0 661n 90.0 100.0 90.0 120.0 301n 56.2 63.4 63.4 63A 90.0 100.0 90.0 120.0 72m 90.0 100.0 90.0 120.0 36In 47.4 53.5 53.5 53.5 90.0 100.0 90.0 120.0 421n 1101. 90.0 100.0 90.0 120.0 241. 70.0 80.0 90.0 90.0 90.0 100.0 90.0 120.0 481. 90,0 100.0 90.0 120.0 4 ALUMINUM 30 In 70.0 Bona Sao 90.0 Sao Ioo.O 90.0 Iza.o REINFORCEMENT 36In 70.0 80.0 90.0 90.0 90.0 100.0 90.0 120.0 541. 90.0 100.0 421n 70.o 80.0 90.0 9060 SOA 100.0 90.0 120.0 Goin 90.0 2010 #19509,6063-T6 481n 941n 70.0 80.0 90.0 90.0 90.0 100.0 90,0 120.0 E24in 60.1 67.7 67.7 67.7 90.0 100.0 90.0 120.0 11 11 11 S41n 70.0 90.0 90.0 90.0 90.0 100.0 90.0 120.0 4&5 54.6 54.6 54.6 90.0 100.0 9D.0 120.0 601n 90.0 100.0 9a0 120.0 1261n 40.8 46.0 46.0 46.0 90.° 100.0 90.0 120.0 661n 9010 100.0 90.0 120.0 87.1 96.8 90.° 116.5 721. 90.0 100.0 90.0 300.0 1O STEEL 24 In 70.0 8000 90.0 910 90.0 100.0 90.0 120.0 84'0 93.4 REINFORCEMENT Min 70.0 80.0 900 90.0 90.0 100.0 90.0 120.0 52.2 58,8 58.8 58.8 90.0 101.0 90.0 120.0 36 in 70.0 90.0 90.0 90.0 Sao 100.0 90.0 120.0 42.1 47.4 47,4 47.4 90.0 100.0 90.0 120.0 #19532,A36 STEEL 421n 70.0 80.0 90.0 90.0 9D.0 100.0 90.0 120.0 87.1 96.7 Sao 116.4 481. 901. 70.0 80.0 89,4 89.4 90,0 100.0 90.0 110.0 421n 1321. 75.4 83.8 90.0 100.9 54 in 90.0 100.0 90.0 120.0 481. 80.5 89.4 601n 90.0 100.0 1 90.0 120.0 54 In 72.6 80.6 661n 90.0 100.0 24ln 45.6 51.4 $1.4 51A 90.0 100.0 90.0 120.0 721n 90.0 100.0 30 in 36.7 41A 4L4 41.4 90.0 100.0 90.0 120.0 241n 70,0 80.0 90.0 90.0 90.0 100.0 90.0 120.0 36 in 1381n 76.0 B4.4 90.0 101.6 301n 70.0 80.0 90.0 90.0 90.0 100.0 90.0 120.0 421n 79.2 8&0 36In 70.0 81.0 90.0 90.0 90.0 100.0 90.0 120.0 481n 70.1 77.9 421n 70.0 80.0 87.9 87.9 90.0 100.0 90.0 120.0 24In 40.1 45.2 45.2 45.2 90.0 1(100 90.0 120.0 48in 97.751n 70.0 80.0 80.0 80.0 90,0 100.0 90.0 120,0 301n 32.3 36.4 36.4 36.4 79.5 88.3 90.0 1063 541n 90.0 100.0 90.0 120.0 36 In 1441n 66.7 74.1 80.3 89.3 gain 9D.0 120,0 42 in 69.5 77.2 66In 90.0 100.0 48In 61.5 68.3 721n 90.0 100.0 PRODUCTRBVISBD 24 In 70.0 80.0 90.0 90.0 90.0 100.0 Sao 120.0 oa complying with tho Plorida 301n 70.0 80.0 90.0 90.0 90.0 100.9 90.0 120.0 Building Code light 70.0 80.0 8863 883 90.o 100.0 90.0 120.0 11 I 1 I I I I/ Acccplonce No}rJ-0612.0$ 421. 1021. 68.3 17.1 77.1 77.1 90.0 100.0 90.0 120.0 `�\V HpI.1Y 1.3'tyy /yy Revised By: Dole; Revision: Bx imtianD.te /�18 481n 90.0 100.0 90.0 120.0 . �a'� By 541n 90.0 100.0 90.0 120.0 P,.•' LICENyF /(� Mlnmi a e roducl ContrO( 601. 90.0 100.0 7�f;• ••,11 Revised By. Dole; Revision: 661n900 100.0 - ^'0.53705 `; = SC 7/21/15 NO CHANGE v - J Description: orawn By: MULLION CAPACITY J ROSOWSKI a/ 4ci IF COMBINED WITH STOREFRONT ENTRANCE i�� '��ORIDA, •'• ���� 1070 TECHNOLOGY DRIVE Title: Dole: DESIGNSPR PRESSURE UE OF THE DOOR OR ER % �S UN,•••••J`,C,;`'• N.P.D. BOXE. 1529 75 STOREFRONT SYSTEM DETAILS-LM 10/05/12 DOOR y / \` STOREFRONT SYSTEM SHALL BE THE DESIGN 77/7 r in(�I I t 4 s NOKOMIS, FL 34274 Series/Madel: Score: Sneer: Drawing No. Rev. PRESSURE FORTHE ENTIRESYSTEM. A.LYNN MILLER,P.E. CERT. OF RUTH. Y29296 SS-3500 NTS 9 OF 10 MD-3500-LM A P.E.#58705