The URL can be used to link to this page

Home My WebLink AboutNOAPAUL WELCH INC: SCANNED 1984 BILTMOREMECH-ELECT-CIVIL �i 14 St PORT ST. LUCIE, FL 34984 . Lucie County e PAUL WELCH, P.E. FLA REG NO 29945 MAY 1 12016 M MiAMFDADE COUNT I® • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)11805 SW 26 SlreeL Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/economy rur inausrries, Inc. 1070 Technology Drive North Venice, FL34275 SCOPE: LE COPY This NOA is being issuedyuh- er the applicable rules and regulations governing the use of construction materials. The doe umentatiowsubmitted 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 "SE-3550" Outswing Aluminum Storefront Entrance Doorw/wo Transom—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-3550-LM, titled "Storefront Entrance Door Details - LM", sheets 1 through 11 of 11, 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 -Dade 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 prodrrct. 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# 12-1005.02 and consists of this page I 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.15-0612.09 MIAMMADECOUNTY M Expiration Date: January 17, 2018 Approval Date: July 302015 �'2415 Page 1 PGT Industries. Inca NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.12-1005.02) 2. Drawing No. MD-3550-LM, titled "Storefront Entrance Door Details - LM", sheets 1 through 11 of 11, 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.121005.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h 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). Manuel P(re), P.E. Product Control ftlindner NOA No.15-0612.09 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® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 01/04/18. 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 D395B 22 HRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" 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 Report No. FTL-7137, dated 12/10/12, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. G. OTHERS 1. -Notice of Acceptance No. 12-1005.02, issued to PGT Industries for their Series "SE 3550" Aluminum Outswing Storefront Entrance Door w/ Transom - L.M.I." approved on 01/17/13 and expiring on 01/17/18. Manual —Pere Product Control Ex' ' -er NOA No. 15-0612.09 Expiration Date: January 17,2018 Approval Date: July 302015 E-2 GENERAL NOTES: 5E-35501MPACT-RESISTANT STOREFRONT ENTRANCEOOOR 1) THIS PRODUCT HAS BEEN DESIGNED 5 TESTED TO COMPLY WTDI THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (iVH2). 2�)TS,iHUTTEPS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. .'fY sONLYAPPROWO FASTENERS PER TABLE 1. SHEET2 MATERIALS USED FOR 4)ALL WOOD BUCKS LESS THAN 1.12-THICK ARETO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONALIF UNIT IS INSTALLED OIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1-1rz'THICK OR GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTIIRE. WOOD BUCK DESIGNAND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. �+ — 75.12-MAWK WIOTH 01716* }72'MAX. —� I-e.G --I INt.OO 6' MAX 5-MAX 120 r MAX HflGNT 5)ANCHOR EMBEDMENTTO BASE MATERIALSHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE I, SEESHEETA SHEET 2. INSTALLATION ANCHORS SHOULD BE SEALED. ALLFRAMEAND PANEL 11 FOR JOINTS MUST BE SEAM -SEALED, OVERALL SEALINGIFVSHINO STRATEGY FOR HARDWARE WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERSAND IS BEYOND OPTIONS THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ME REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT RUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURALTEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM E130D, SEE SHEETS S. 658OF 11. B. POSITIVE DESIGN LOADS BASED ON WATER MST PRESSURE, STRUOTURALTE6 PRESSURE, FRAME ANALYSIS AND GLASS PERASTM E1300, SEE SHEETS OF 11. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33441% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WE 1. LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, 9) DISSIMILAR MATERIALS MAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSWE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. 10) REFERENCES: TEST REPORTS FMI37: ELCO ULTRACON NOA; ELCO CRETEREX NOA; ANSVAFSPA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL SEEO.C.SPACNO ON TABLES 55 B, SHEETT 6' T MAX. "lCr MAIL DLO e�1rzMnX. DLo D SHEET 3 82-1511/ MAX. DUD O 2&8116' MAX DLO 8 II 3.7)8'MAX. I-.— - T"� 8'O.C..TYP. 4ANCHORSREQUIRED THRESHOLD ATALLDOUBLEDOOR ANGUE,SEE SILLECENTEROF OPTIONAL REINFORCEMENT, SEE SHEETS SHEET I C C --4 4 SHEET WJI4'MAX 4 HEIGHT SEE O.C. SPACING O ONTABLES656. / 6X j� / _ y B I SHEET 39-irz'MAX. VADTH SHEET IO ASTRAGAL TYP. ELEVATION OF STOREFRONT ENTRANCE DOOR SHOWN WITHIWITHOUT OPTIONAL TRANSOM INSTRUCTIONS: 1) DETERMINE THE BURDING'S REQUIRED DESIGN PRESSURE USING THEASCE 7 STANDARD. THE PRODUCTS DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE 2) DETERMINE THE ANCHOR TYPE FROM TABLE 1. SHEET 2. 3)VERIFYTHATTHE CHOSEN SILLHEIGHT MEETSTHE REQUIRED POSITIVE DESIGN PRESSURE FROMTABLE 2, SHEET 3. 8 II 3.7)8'MAX. I-.— - T"� 8'O.C..TYP. 4ANCHORSREQUIRED THRESHOLD ATALLDOUBLEDOOR ANGUE,SEE SILLECENTEROF OPTIONAL REINFORCEMENT, SEE SHEETS SHEET I C C --4 4 SHEET WJI4'MAX 4 HEIGHT SEE O.C. SPACING O ONTABLES656. / 6X j� / _ y B I SHEET 39-irz'MAX. VADTH SHEET IO ASTRAGAL TYP. ELEVATION OF STOREFRONT ENTRANCE DOOR SHOWN WITHIWITHOUT OPTIONAL TRANSOM INSTRUCTIONS: 1) DETERMINE THE BURDING'S REQUIRED DESIGN PRESSURE USING THEASCE 7 STANDARD. THE PRODUCTS DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE 2) DETERMINE THE ANCHOR TYPE FROM TABLE 1. SHEET 2. 3)VERIFYTHATTHE CHOSEN SILLHEIGHT MEETSTHE REQUIRED POSITIVE DESIGN PRESSURE FROMTABLE 2, SHEET 3. MO.50705 4)DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TOANCHORAGE FROM TASLES 3 OR4, SHEETS" BASED ON YOUR SHIM SPACE, ANCHORIYPE AND THE QUANTITY OF ANCHORS REOUIREOTO ATTAINTHE REQUIREDDESIGN PRESSURE. "'0 �7 ZI�IS '�'•, BATE1 F %�,0 5) JAMB ANCHOR SPACING IS GIVEN INTAKES 6 A 6. SHEMAND HAVE BEEN CALCULATED FORTHE PRODUCTS MAXIMUM DP. •. F[OR\OP:-(D� R IF DOOR 13 AWACH90 TOSTOREFRONTWINDOWTHROUGHA COMMONMULLION, OEIETIMINETNEMULUON DESIGN A%"ZS gNAI,- PFROM TABLET, SHEETS. ♦LYIdILIM1LFAP£ DESIGN PRESSURE FROM 3.4 56 ABOVE. SHALL BE USED 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOK 1529 NOKOMIS; R 34274 CEW. OF AM. #29295 OPTIONAL REINFORCEMENT, SEESHEETB IMPACT RATING RATED FOR LARGESSK MISSILE IMPACT R ESIS TANCE FOR ATTACHED SEPARAT APPROVAL E 1 l SEPARATE APPROVAL I I' CONTENTS GENERALNOTES.................. PRODUCTREVISED m mnryl7inB Irilh Oe FloHJ4 AcMLwm o 15-OWI2. A<ttniti.o No ntioe de ReNn D Mien Prabd Rniaion: NO CHANGE Dn.n ey: J ROSOWSKI Wlv: ENTRANCE DOOR DETAILS - LMI 10/05/12 NTS I 1 OF 11 M. W,rL 19.WTED —'i I� wlr V m GTAASSTAmf 1N•HEAT. I OUSSSTACI STRENGTHENED cuss ANNEALED my PVB 111'HFAT- �CTREN6TNENEO 68 II a II 5B II GLASS TYPE A GLASS TYPE B talel.0. wle•UWNAIFD Guns sTAfJ( GU695 ACK 911 .LIEG GU49 .TAnTAOK 1/4-ANNEALED_ GLASS a II till GLASS TYPE C Lte•la mwo _ GV STACK Ile HEAT. a II till GLASS TYPE E II till GLASS TYPE Q I.INTLG. DLASSSTAPJf Ml4'VAIItUhV OLrss srnOt 1/T HEAT. EXTERIOR II `/II —� GLASS TYPE F LYIs•l.a GUSSSTACK NOTE: 1) GLAZING FOR ALL GLASS TYPES MEETS ASTM E130D FOR ALL APPROVED DOOR PANEL AND TRANSOM SIZES. 2) REM 959 IS REQUIRED AT 14 R• FROM EACH ENO AND 11I W O.C. Mln. "In. Min. Anchor Dmcapaw SDh9mta El. EmbW. O.0 TINdslom Trent slace A 914stalff ODSS S. Rne 1' 1 1• SMS IGS q14 c1esI tiD65 tla'OOaT.T5aMnlAum SS' 119' YB' B SMS IGN 110' s Stee YS' 2S5 MSI CMtttla 2.112' ]' 114'sletl UAmcon G(FNeG CMU' a 2-IIT WV 1.3'4' 4' HOIaNBlack' L11T 1-114- 8' G 114'41063 RSIaFlw Ma1wB 91N' 1-tlt• D' Yf0'el¢NUAmcrn M ow BlmK• Stl -1 B' 114. 410590e1eFlm 3.05 Xsl Cancrtle x•1l2' ty9' ]' D a62 Xe CDntl6S S11T 2' 3" M1P eletl UAfacan Oma FticO MU• ' 98'LapS DBm¢Ie1 Skd DDIam10 ]' 1-11Y P MWG.v Black• E DW IDpcan GLAZING NOTES: ee 'pVB• v A90•BUTACHE' PYB BY KUPAAAYAMERICA INC. 'SG'-.09G'SENTRYGIAS°'SYKIIRaNYAMERICA. WC. 'UCENSF'-��F,)y NO, D8705 NMIF ]lya�� ' t1`� I070 TECHNOLOGY DRIVE<OR..... N. VEMCE. IL 34275 )NAL %�G� ; NOK MIS•R1 529, 34274 III....ItI ALYNNMIIMRE. P.EX6Sm3 CERT. OF AIRIL ®29296 NOTES 1)ANCHORMUSTEKfENDA MIMIMUMOF37HREAOS BEYONOANYMETAL SUBSTRATE 2)ANCHORS INTO GROW -FILLED CMU OR HOLLOWBLOCKAREONLY APPLICABLEFORTHE JAMBS. 3)ALL ANCHORHEAD TYPES AREALLOWED. •SEESHEETI.GENERAL NOTES. PRODUCTREVISED m ma,lyin"Uh f he FlmiAn witTina Dade /g.ob l2.o% ' Asttptm¢ND Imlinn Dme 1$D18 Iu0 SY- Lble: RenSan: By MiNn G ePmaua Con isee fly. Doty: Revblon: SC 7/21115 WERLAYER MAN. Npnare LAZING DETAILS DrRR. ry: J ROSOWSKI - LM •OREFRONvttw 10/05/12 rea/MeEeF.r:SE,355050-LM A CONCRETEPERMCHOR EDGE DIsr. INSTALLATION OPTION REQUIREMENT INSTAWTIONANCHORSTHROUGH CONCRETE PERMCHOR IN BUCKSTRIP INTO MASONRY. INSTALLATION •� i REI SMENT EDGEDIST. OPTION EMBEDMENT INSTALLATION "�'• •'i.••' ` L• ANCHORS DIRECTLY :.,i.';.•',,'•.•,L EMBEDMENT INTO MA90NRY. 12• MAX, SHIM iXw0o0 REQUIRED t0 SAC OM2 ANCHOR B (rn THIS SHEET. 10MAX.SHIM TYP.ANCHOR U HHJ 62 12 10 SEE TABLE I,PER � E R TYP. ANCHORTYPE,<]EXTERIOR EXTERIOR EMBEOMENTANO SHEET2. EDGEDISTANCEPER SUBSTRATE, SEE i-....-....,................�e..e, TABLEI,SHEET2. END TARLE 2: 44W L iUSEONLYSUBSTMTEAPPROPRIATE ANCHOS,FOLLEDGEET OPTIONADISTANCE ANDSUBSTRATE REQUIREMENTS 2 LAM10OPTIONBSHOWN MAVBED ONANYSIDEOF FRAME THEY.tNDOYLALL ANCHOR HEADTYPESARE %ISLA�S, HEIGHT \ r\T'Ifl�� HEIIGHT ALLOWED. REFER TO REQUIREMENTS W.laY.Llmlletl I-) DP Nominel SBl Pang Mu' (-)DP Setale, 1140 IS OH Rw,uhe0 AM SN, Ur 14A 10 20 p11 1-12• t/ a tl W pzl T 14810 wpsl INSTALLATION OPTION INSTALLATION ANCHORS INT02X WOOD. ---H EOGEDIST.I+ 4S 2)ALLWOOD BUCKS LESSTHAN 14WTHICK ARE TO BE CONSIDERED I%INSTALLATIONS. IN THE LESSER VALUE OF THEASOVE TABLE ANDTHE SP TABLES DETERMINE EXTERIOR WOOD BUCKSARE OPTIONALUNRMAYBE THE WATER MMffEO (e)DP. INSTALLED DIRECTLYTO SUBSTRATE. WOOD �l IS BUCKSDEPICTEDAS2XARE1-1R•THICKOR B, GREATER. IXAND 2X BUCKS(WHEN USED) THRESHOLD SHALL BE DESIGNED TO PROPERLYTRANSFER COVER LOADS TO THE STRUCTURE. WOOD BUCK OH LENGTH DESIGN AND INSTALLATION IS THE DOORASSEMBUES RESPONSIBILITY OF THE ENGINEER OR INSTALLEDYMERETHE ARCHITECT OF RECORD. MAXIMUM SHIM OVERHANG (OH) RATIO IS THICKNESS TO BE AS REQUIRED BYTABLE9 D-0, ORM EOUpLTOOR MORE THAN t7 SHEETS 9•T. FOR ITEMS 151 L9 w m 11SEXEROM WATER INFILTRATION ANDTHEFULL(-)DPMAY 1.1R• . Tuveevnrn SEE TABLE 2. THIS SHEET. BE USED. SEE TABLES G-]. INSTALLATION OPTION INSTALLATION A O INTO MASONRY. - -SEE SHEET 10 OF 11 FOR REQUIRED ATTACHMENT OFTHRESHOLO ANGLE OPTIONAL OHRATIO- OH LENGTH BUGFIAP OH HEIGHT I A, rvOn-BnnmR, t-{ •`.. •., NON-METALLIC GROUT. V FULL LENGTH TYP•PNCHORTYPE, - EMBEDMENT EMBEDMENTANO EDGE DIST, i'� VERTICAL SECTIONS-B EDGE DISTANCE PER SUBSTRATE, SEE TABLEI,SHEETZ T070 N. JEMBEDMENT TRANSOM XSECTION ia, EMERIOR SHIM a TYP.ANCHORTYPE EMBEDMENTAND EDGEDISTANCEPER nD -. SUBSTRATE, SEE �J TABLE 1. SHEET EDGEDIST. INSTALLATION OPTION INSTALLATION ANCHORS DIRECTLY INTO METAL CERT. OF AUIH. 129296 SUBSTRATE, SEE TABLE 1, SHEET2. OPTIONAL LANE la GLASS REINFORCEMENT IN TRANSOM SILL REQUIRED FOR ALL DOORS USING REINFORCEMENT DI V ERDCAL MULLIOWJAMB VERTICAL SECTION D-D PRODUCTREVISED m I&,OuBfeiNthe Flml0e D�BamBlbae AmYPI^^m No %g• Y2 is C Imlian Dalc /� 0 Tom oae PYodxl SC NO CHANGE Dupre pm.n ey: ERTICALX-SECTION J ROSOWSKI Ie: Pob: I'OREFRONT ENTRANCE DOOR DETAILS - LM 10/05/12 SE - Smic Seel: Emn'n9 5 Rev: 5E-3550 NTS 30011 MD-3550-LM A EMBEDMENT OR iNT EDGE EoIST. .. , lYwm HIM --I INSTALLATION OPTION INSTALLARONANCHORS OIRECTLYINTOMASONRV. 88B8 B9 OPTIONAL PANIC BAR VISIBLE LIGHTWIDTH INSTALLATION APPROVED MULLION, ALUMI! OPTION STEEL FRAMING ORS7EELS °XX" SEE TABLE I, SHEET 2. CONFIGURATION INSTALLATION ANCHORS DIRECTLY INTO METAL EDGEOIST. O TYP. ANCHOR TYPE, EMBEDMENT EXTERIOR v I�/� Vn I� N2-MAX. SHIM FPAME WIDTH HORIZONTAL SECTION A -A MOMS: EMBEDMENT 1XWOOD BUCKBTRIP, SEE OPTIONAL 11 REINFORCEMENT, 1)USEONLYSUBSTRATE FOWUI.AS �.,�, NOTE 2, THISSHEET. OPTIONAL REINFORCEMENT, 23 1,yy. SEE SNEETB FOLLO ENIBEOMENT. D FOLLOWEAND (1GFRAMM (X)FRA PERAEMENT ; SEE SHEETS r________, L r________1 1 Ta BOLT, KDTHBJIB' REQUIREMENT G � ' INSTALLATION 1 _= i I _ 2/ FR =�T 124'FROM EACH II SUNT,EDGE EQUIDISTANCE ENTSPERTABLE I, REQUIREMENTS HT-2.3 - FRAME HEIGHT FRAMEHEIGHTEIGHT'- OPTION N70X314-PH II I 0 I 13Po' I I ENO AND 24' SHEETEMENTSPERTATIO SHEET 2. MIY IN9TAlLATION THRESHOLD HEIGHT (FROM INSTALLATION ANCHORS SMS, 3'FROM EACH END AND 1l II I 11 I I Ii MAXOC. OPTION SHOWN MAY BE USED TASLE2,SHEET3) THROUGH IXTRIP 0.110-MXO.C. IRj I ONANY SIDE OTEWNDOW. INTOM 20 �II N ALLHORHEADTYPESARE TYP.ANCHOR EXPOR i Tj S� II 1 ALLOWED. TYPE. EMBEDMENT I f� V I_ I `WD�[' 2) ALL WOOD BUCKS LESS THAN DGE IrIe 1 I I _y a 1-1R'THICKARETOBE CONSIDERED IX INSTALLATIONS. DISTANDEPER _-i I y-AI 1XWOODBUCKSAREOPBONAL ' SUBSTRATE, j NSTALLED MY BE ISUBSTRATE. SEETASLEI, I i l�I I DIRECTLY TOUNIT SHEET 2. B I WOOD BUCKS DEPICTED AS 2X L________J I ARE1-iMTHICKORGREATER. EXTERIOR W. FOR ATTACHED STOREFRONT, FOR ATTACHED STOREFRONT. SEPARATE APPROVAL IXAND 2X BUCKS MHEN USED) SHALL BE DESIGNED TO EDGE GIST. 112-MW(. SHIM —�I Imo— n CONFIGURATION SEE SEPAItATEAPPROVAL GEE PROPERLY TRANSFER LOADS TO EMBEDMENT V THROUGH TRANSOM JAMB THROUGH DOOR JAMB THE GTRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 2X W000 BUCK INSTALLATION 1. ENG NEER ORIARC�HITECT OF OR FRAMING OPTION HORIZONTAL SECTION E-E RECORD. MAXIMUM SHIM PROOUCTRRVISED INSTALLATION THICKNESS TO BE AS REQUIRED mcomplying lvllNlno FlOHeR ANCHORSIN702X WOOD. SYTABLESSB.SHEETSS•7. Duildic, Cocko /506(7.Oc/ Aaiml a"Do JS ReriseL By: Date: Rerisinrt EDGEDIST. : NX0 V LYNN e �` tON A9/f/,f•-'� Mlunl o Rodud tbn \LYN ` �' Fe :w 'i Fensea Fp Dalo- RI RM sian: TYP. ANCHOR TYPE, K: '•7T SC CHANGE EMSEDMENTAND EOGEDISTANCEPER SUBSTRATE, SEE TABLE I, SHEET _ No 58705 % ='0'.�7y11s •V O Oesce lira: HORIZONTAL X-SECTION Mawa DI,. JROSOWSKI 3 HORIZONTAL '.�(J ••, fiTM OF i'0�'• F(ORIDA. �9�1:~ 1070 TECHNOLOGY ORNE N. VENICE, FL 34275 me, STOREFRONT ENTRANCE DOOR DETAILS - LM Oam: 10/05/12 IQ'MNL SHIM I EM=BLOB SECTION C-C �'/;cslOfJAI E��`\ter NOKOMIS,OFL I529 34274 '7m pmnng *' Rev: JVL Saiea/NaJeL Scma: ANdNuIL1�RIP.E SE-3550 NTS 4 OF 11 MD-3550-LM A P.FA�TB9 CERT. OF AUTH. #29296 Door Mullion Head/Sill Anchor Cluster load Capacity (Pat) (1/4- ma don. Shim span) Naminal Ulln Meal 'M Archer 4.0' AnNa'C' Me- '0' ArcN4r e'P Zm4 dla fnm4 HelOhl A2 A! A4 Q B3 U C2 0 U Di D3 d Q 0 E4 Uln In =0 Imo Ime "I o me Imo lace ]m.0 am0 1m0 1m0 1m0 Imo lace TWO ]Sall 1m0 1a40 lace ]Too 1m0 lace ]m.0 110.0 ]3401m.0Imo me Imo lm0 Von Ime 1m0 MA Ime Win Win 421n 90.1 Ix0.n 12LaR0.n]me Ime Imo Ime1m.0 1a0 ]m0 4aln Rln m.9 118E Imo Imo ]me lima Imo lle.0 IWA 1m0 ImeUln m.t W63 Imo R0.0 ]me ImO 115.6 Tmo Go.1100 t Into Two Wln UI 91] Imo IW.e face 12a0 11N.0 laceama Taco La0 01n 5].4 01 If1.e 0.1 Ime Imo 94.5 0 111E10.5 3m0]31a SLS m9 1W9 W9 IL10 lo0.0 UT e ]Ua 1W6 Imo lace Join man 1a.0 ]m0 Im0 �2185 smA 1m0 1m0 IWA 9" 1mA INTO Imo 3200.lino 0 Rao Ime Rno ia0 look Imo TWO Im.O Imo =0 Ime IW0 01n 411n 46 in Jain 0.1 R0.0 IWA 03 I10.0 Imo W.0 IWS Em0 Rao lace 12MO ]me =0 We "Me Im.O 12MO ]We Use lace ll0.O in, 1m.0 =0 11W Ime R40 Im.O RO.a TWA lo60 face ima ImA 1210 Imo Im.O 'We lace seek Imo f]OA ace 'Ain 01] W.1 am➢ SILO lace Ixao Taa] I]0.0 1m.0 fife Imo ssa0 ImA Issue Win 03 0.4 Ties mD 1me R40 %0 flan Ime 115.0 110A ]mA TWA 0 Win 53A A.1 119 11.1 ]WO Jose W.1 120.0 line ..3 Iran rese 11a3 m.O min 4aa ma W.1 W.9 .0 lace me 12a0 .0 me Me ume ell.] AA ]Ain 7m0 =a 1m0 IUi Lm0 lace 902 f1¢0 Ime R0.o MIT time 1el0 R0.0 lace Rm0 1a0 lime TA.e 1a0 =0 Imo Ime R0.0 IAA Imo MA me 1m.0 Im.O MO 1m.0 1m0 TWA mA 120.0 fine lace ImA lime /m.0 404T1n I Spin earn "Is R3 ilia 1a0 0.6 fell ll0.0 lone Imo life Imo 1165 lace lHI0 I119 Rao Im.O ll4o IWO TWOMem➢al. I1O Imo 1m0 IWO Rao 1mA aceMM a 0.1 m3 Imo EUB 1nte Rm0 0.0 ]mo Imo 1186 1W.0 1m0 1m0 1m0Win.1 12MO =0 Joni ImO tWo IMT laceWin 493 0.9 981 WO lace IWO eta "Me Imo WA 1m0 12RO Ina 1mA 721. 45.E m.6 m2 W.9 Slfie 11¢0 74.3 111A 1210 me 190 11110 9L9 12MOI tote Lim min fAlO im0 me So time IWO Ime LmS Ra0 Imo Ime lion 1m0 Jele 1ma Ime Rao Rao Lou Im.0 Imo 1ma 1210 =0 1210 Imo 11110 IWA Ime 1m.e win 431n U] nil Ime 741 =2 MO Imo aaaa Rmo Imo Rao 1nt0 ROA 1189 fine =a =a 1m.0 Imo Imo Ease 1m0 Imo 1a0 ssao Unit me ImA 1m0 ]AA Min Win 0.1 94T Ime MO Ime =0 IUA TWO Into Imo TWO TWO 1m0 Imo Im.O MI. 561 m2 fli2 969 taco time 0.4 Rao Imo 1taJ Two sae 116.9 Imo ]m.0 Win m.S TIT Tom W.1 J10A loa0 ail 1200 R60 916 '"Al Ime ]ES Ime lack Wln 453 fA9 91a m.3 119.0 TWO 7&6 1115 ]Bl0 m6 IW.O Rae 95A Imo Imo min Q.1 63.E M2 M7 1a0 i al 613 Into ]aa elk IM Imo 07.6 1m0 I�OA min IM2 Ime Jae lace Ina Time 1m0 Imo Lm0 ]ma R0.0 loa0 lack lace lmA Min 0A One ]ells 32" =0 am0 1200 13m0 1m0 Jim lace time Imo 1m0 Imo min W3 116E Ime I2e.0 Me R0.0 IMO ]2a0 ]m0 12ee I"A UU lack fells lace 411n 0A 0A Imo 1t4T ]Jon Jm0 i 10.4 1HI0 1m0 J]60 lace line lSOA Ime lack al, Strain W.1 Q.2 Eli IWA lack 1110 9SB moll R40 114.7 lace 120.0 1m.0 lace taco Sail, 511 ITS IU3 0.I lace Jim a2.1 lime into TOL9 lace R00 1W.6 1m0 1A.0 Win 43 0.7 no Bl9 1m.0 1HI0 Te6 114.9 TO U] Im.a 1a0 no Imo 1W➢ "In 423 W.4 MS m0 1U5 12MO 0.6 1U5 1m0 0A 1m.0 110.0 a -7 Imo ImA Qln 98T MI 774 W9 1U4 1m0 63A Me1m0 ]6.4 114.] Rao a1el0 1m.0 241n min ILIA 1200 lace 891 time I20.0 lion 1W0 1W0 ]m.0 Rao lace lome face ]me INTO TWO 1m.0 lace U0.0 fine ]l0A 11110 =a Ime 1m0 Emo lack ]m.0 lack ealn ]49 IIIA Imo Rm0 1el0 lace Ime INTO 1m0 Smo ]me 12,10 lace ]ells 1m.0 421m 0A 95.5 ]mil lino lace 13a0 1U.9 Rao 1m0 ]m0 Ime IVE) lace lime Ime lain mile 56.] 05 ]RA 9n1 TWO Ram 9to lace loan IW.9 ma R0.0 lace ]ells face Uln 49.5 74.3 also ITS Imo R0.e 0.6 ]m0 1m0 0.T MO 12MO IU3 1m.0 lace Wln MA 66a e9.f T.0 T165 ]ma 114 t10.3 Ime W.9 Imo I310 08 fan fA.O Win US Wa 010 m0 Jose fall W] lm3 Lm0 m9 11319 time 0A Ime lace IFCOMBINEO WRHSTOREFRONT SYSTEM (SEE SEPARATEAPPRI]VALL THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR STOREFRONT SYSTEM SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. Door Mullion Head/911 Anchor Cluster Load Opacity(p6) (1y4'Mntlman ShMSpaa) Nemineldm Anther 'A' Andln e'e' MdlOr 'G Mdmt b' Mdnr 'P Innis Width tome HOIn, Al A3 A9 1 02 0 0 U I Cl 1 U D1 DJ U Q I 0 LH ]Ain 1W1 US m1 I1W IW.O 1U3 Imo 1m0 Imo I lime Imo Imo TWO lo0.0 RaO fao 1m0 12110 Ina Imo EST tack Imo 1m.0 lace 1m0 Ime 1m9 ]m0 1m0 1m0 f10.0 ]m0 MR0 Imo Ime ]me Imo Imo 1m0 ]ells Imo Imo ]MA 110A min ealn at am main 60/ SL6 W3 789 1m0 fO61 AAa m9 Imo 12M lobe 11110 no MI I 1210 Imo =0 Ime long Imo Imo Imo Imo Imo IMS ]me Me IAA Ime Wln Me in 943 me E. 1m0 T.0 IISA 1m0 91.E 1 =0 1=0 I 0A I tine I I= WE 421 0.1 U2 TY) ]WA Ime Elsa moo ROA 00 11W 150.0 W.6 la0 ]me Bonn m3 57.4 T63 MI al Imo Ua us. Imo Jos 1R.3 time m.) 1 INS Imo 241n min 0.7 is Ime Use 1m.0 1m0 =a =0 ]10 1mA 1mA IAA I= 1m11 MA =0 =A Imo =0 Ina face TWO ]ells Ime 1m0 line Imo Imo Imo ]m0 win W.4 SET 1m0 1f40 Into 1m.0 ]OAS Imo ]ma Ime 1ma lom0 tale lace ssaa .1n IMIn - 614 f119 984 RDA Imo 00 ama I1a0 im I20o Imo 11fl6 1m0 TW.O ale 49A 74.7 W.] BSI lace Imo 921 ]A.0 12MO MS lace Imo IWfi Imo 110.0 min 443 M4 0.6 ms it" Imo no IW.S 1m0 WA 1mA 12a0 92.3 TWO faA Win Else 59A T9.] Me 143E fm0 6flT Sac 12" m] 1m0 12U mA = lo0.0 MI. min %7 Tfi] line 11L6 into 1m0 Ime lace Imo lace Ime Imo =..a fan Ime lack 'no 1a0 ]ells Ime Imo 1m.0 =.a R0.0 1m0 face Ima ]m0 WA IW.e San 63d 91.] lme Imo 1=0 2.0 I 0 I]0.0 ll0.0 1m0 Imo Ilea IA.O Imo ]AA ON ]min !0.1 aL2 Was 09 life Imo 99.1 ]me 12" 10" Ime I220 IIY] lace ]30.0 "In 0.3 ]LO 0.] SLa 120.1E line 180 Slo.O ilea 0A ]aa R40 0.fi lace lack Sim 411 at 0.i J2] ]W.0 1a0 699 SWA Rao 63.0 face 11¢o W.6 lace lack WN R9 560 m.) 614 m1 ]m0 WI 0.6 lo¢0 >9.T 11LI 1340 W.9 3t83 lack IdIM3h4n AMhed Ba3Mden AnMr Aa]Md"a Ar4M1er nfatarm H.bliM nfYh1M I"HALBIen T]p¢ dl Mrlli4n Tlpe aftolnn Al 1 1 A3 1 6 1 A4 I0 01 0 B3 6 B4 0 Q 1 U 6 U 8 0 4 W 6 01 0 Fi 4 f3 6 f4 0 FORALLANCROR SPACING,,=. ANCHOR PATTERN FORANCHOR TYPES A3, B3, C3, D36 E3 II DCOR ii WINDOW\\\ II II 2-1/4'-.•I'II..- SEETASLEI,SHEET2 �-.- FORAMANCHORO.C. SPACING. 4' MAIC ANCHORPATTERNFORANCHOR TYPES A4, B4. G. D4 a E4 11 \ COO. 2-1/4'-�{IfI�� SEETABLEI,SHEET2 SEE TABLE t, SHEET FORALLANCHORO.C. SPACING, 2 FOR ANCHOR d'MAK. O.C.SPACINO,e• r� 2-1/4• TRAN30M OR �I WINDOW DOOR II TYP.HEADANCHORPATTERN. ANCHOR CUMRTY VARIES VM DESIGNPRESSURE �ICENSF • •.'9 R4i and i No 58705Y. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS: P. 34274 EERT. OF AUTH. #29296 NO CHANGE ur4.n m: TABLES @ 1/411 SHIM SPACE J ROSOWSKI man: ONT ENTRANCE DOOR DETAILS - LM 10/05/12 Sml9: SnenL' 'M'D' N0. Rev: i0 TITS 5 OF 11 MD-3550-LM A Door Mullion HeadfS0l Anchor Cluster Load Capacity (p5Q (1/1' MaNionon Slim Spine Naminelgm. AnAer n•A• Anrh9r a"6' MrhOr e•C AmNer e'0' MNer MID241. Nel4h1 AE A4 M M M tl tl G M 03 G R 0 RDA 103 BL] a 1L10 ]300 S&O .0 SAO 1m0 W0 10.7 IMe 1M0 1MO INS 1M0 INS I200 130.0 "" IMe 1M0 m0 MO 1m0 INS MAmm) R00 =a IMO Imo IMO =0 IMO man INA 130.0 MA 1M0 00.0 IMO JE4. mil Mln Yln 421n ]L6 IM9 IMO IM9 1M0 0.3 1M9 1mO IMO IMO Im0 1100 1M0 4BIn Rln 615 9£3 IMO Sea IMO M IMO 1M0 11&] IMO IMO 1m0 me MIR MS M1 Ills :M7 M.7 1119 "..1 1159 ]m0 MI 1m0 1M.0 1Ma me Bin MS )&t MIJ IQ 101.1 m5 SG.3 1WA Sea 1M0 1MA 130A 1MO BIn MI M3 92A '03 9L4 M2 MA DOO MS 1N0 MO 119.5 fM0 I= )tin 414 MS M.] I, 63,9 M1 579 M9 M&9 73.8 1M7 INA MIA Iran IMa 14tn 1173 I10.0 Iran H)3 Ima 1Lm R00 1MA 0&0 R0.0 IMO 1MA ]ma 1M.0 IMA So n 93A ]30.0 Iran MB IM.O Iran Me IMO ]MO 120.0 MA me 12" Iran IMO Yin 421n 7&3 67A 11]3 1M5 Iran IMO Mt W.0 117.3 1MS 1210 =0 None 9L7 IND INA INS 1M0 INS IME ]MO 1W.0 1200 1200 IN.O 1200. R40 =0 -IMO IW.O "In Mtn Me 640 ISL3 S46 MA' 1P3 Ml 1M0 1M.0 MLIt IMO Me IMO 1M0 IMO Min 52.1 '93 IM9 9.1 MI MI 713 Me Iran M9 1M0 1M.0 =0 MUD 1M0 Bin M9 M./ 93.8 469 MA 93.0 M.2 M.1 1M0 SIA 1MU INA 12" 1M0 1M.n a. 411 G.0 ae3 6] M.0 B£9 MI We 11.7 M3 111.5 1200 110.3 IM.O Me Rln 311 5&6 ]83 M.1 MB )&2 MS M.l =9 MS IM2 SETA SOLI IMB INS 241n lMe IM0 1M0 =9 Imo me 1100 1m0 =a ]tan Iran IMA 00.0 INS IMA min 07.1 1M0 mot 0.1 IMO ]NO 1112 1M.0 =0 S0.0 IMO 1M0 Iran ]MO IMO Mln 716 ]0&9 Ira0 ]L6 1M9 1m0 03 1M0 ]m0 ]20.0 1M0 me MA IMA =,a Qln 623 BA IMO B.t 0.1 1M.0 MI IMO 1m0 10&5 INA. 1M.0 110.0 110.0 ]MA MI. Mln M.5 01.7 =9 M.5 81.7 IM9 ]AS 1IL7 %N.O M9 Me IM.0 1M0 1M.0 ]MA Mln M4 73.6 9" MA 721 Sea M2 0.3 ]MO 81./ IMO 1m0 1me Im0 =.a MIn di6 653 SLl Q.6 653 BLI S06 BA IM3 )S9 Ills INA I1L7 ]MO IM.0 Bin a, 59A 79.2 M.6 MI M.t M9 B13 WAS BA 1015 1MA ]M4 1M0 IMo Min M3 50.5 72.6 M3 MS M.6 49.7 745 0.9 03 MA mo 919 Iran 1M0 101.1 1109 1Me 101.7 IMO =0 1MA1 iM0 1MO MID IMO ]M.O Ran Ina 1M.D Me USA IMA 813 Ime Iran IILi IMO IMO S0.0 ]MO Ima MM) =0 =0 62B ML7 ]M0 US 101.7 IMO M.] INS =0 11&I 1M0 Iran VIA =.a 1M.0 Mi W.1 R62 91 ae M.1 It6t MI R9.t ]M0 10L1 IMO me 2M0 IranWin 124M M9 162 FL] ]fill f0L7 0.5 WS IMo m6 1M0 1m0 12MO 1M0 1M0 4£3 6I.6 Md 4£2 fills 541 6LB 91.> 1M0 m) tat IMO 1t69 me 1M0 M] 6L0 BL9 M) 6fA BL3 M6M,4 012 M9 IM9 Iran IOii 1m0 1M037.D MI 719 31.0 SSA ]3.9 M6 ]5.8 IOLI M.4 955 Can 996 lMO IRA M9 Me 9.8 33.9 m.B 61..8 Me 85 03 0.3 M6 110.2 87..6 IMO 1ra0 0,6 MA 1m0 M6 1M0 me 120.0 IMO flan MJD IMO USA 1Ma IMa MO ]49 1179 IN 749 1123 IM.V 1M1 1m0 -a Im IMO mm JIMA IMO ROA fill M6 IM0 M4 91.9 1M0 ee.3 1ra0 IMO MMS Iran 1Mm Man ]MO ]M9 MS ME IBA 511 M3 MO M1 10.] MO 0.2 IMO Iran MM) 1M0 1M.0 M721n 9).)Sln an rat 934 ma M2 916 GO SEA M.D.BL6 1m0 1MA R0.0 ]M0 1MA 41.6 We Mt 416 SM M1 M9 IRS IAA 7LS IMB INS IOTA 1M0 1MA Win 93A M2 )A9 37A M2 74.9 SLl MS IMI 613 09 1MB Me 1M0 SOA Y.0 sm 601 30.0 51.1 M1 465 Me MI 5&9 0.0 1184 MD Im0 1W.0 3L1 459 61A 3L2 0..8 67A 42) MA M9 MA 1l IBA Mr =0 1310 341n M7 R00 1M0 M7 IMO MA 1240 IM.O IMO Inc, 'NO INS 1M0 1M0 INS Min 71.8 IW.6 no )L0 WA ]MA M3 Iran ]MO S00 Imo lms, S0.0 1M0 W.0 361n 59.2 M.) ].9.6 SO M.) 219.6 91.8 IMO 1M0 101.E IMO 1MA R00 IMO INA 421. 513 M9 IOLS 5" 769 1025 M1 Im, 1m0 03 1. IMO mutt 1M0 IMA al. 1W In all 67.3 M7 _It 67.3 0.7 613 92.0 IND 78.2 ISLt 1M0 11&0 MA =A Mln 3&9 59A l&] 0.9 0.0 )9.> 50.5 11 IMO 0.0 fall INA I03.1 1m0 ROD Win 35.9 M0 "A M9 0.6 71.8 49.1 73.6 9&1 MS 03 IM.D SIR RO.n 120A Bln 32.6 an 6S, 9. an 651 I nee M2 MB 853 10.7 MA IMO IMID Door Mullion Head/SIIIArV:arCluster toad upaelty (psf) (1/2, Ittron's IRSattl M.I.I118. MtlarT e'A' Mrhe! e'B' Pndior 'C Anrhnr 'B• Aminl 4•F' frame MShcli some Helehl 1 A2 1 A3 0.1 B3 1 B3 1 BI tl tl G M 03 W EE 0 G 241. M.7 ]MO IMO G7 - - - - ll0.0 1M0 1m0 Im0 ]me SQO 1MD Mi. B.e ML7 INS OR I0.7 1M0 917 IMO WA ]I&t 1M0 1M9 1M0 Iran IMA Yin 565 BA7 IR9 MS fill] =9 r..2 1159 ODO M4 ]MO 1M0 Iran ]MO 1MA Qln 4&d 1,6 Me 44 MS OUR M2 99.3 1M0 MA W.o 1M0 Iran ]MO IM.0 al. 1OWn 4m as Y) 15 am M.1 W.9 M9 Il£9 A.6 110.7 IM.0 3Mfi ]MO IMA Min no M5 M3 We MS M9 -5 ]7.1 f03A 681 9&4 1m0 WA Iran IM.0 Min M.9 me 0.8 319 We 0.0 an MS SIT 511 M6 1M1 0].6 IMO ]MO Win M,B 46E 6L6 MS 1&1 6L6 4I MS M.3 M> M.3 1WA 03 1195 1MB AIR We 1M0 IMO 0" ]Me ]MO I7A.8 IMO 1M0 1m0 IMO IMO 1M0 IM0 ]Mo Jun M3 963 INS, GI 953 =0 0.8 1M0 Imo Ills 1m0 ma IMO I.M. 1M.0 Yln 635 M9 1W.O 59.5 M3 10.0 73.2 103 me 912 1m0 IMO IMO IM9 WO 421n 1141n 459 Me 91] 4S9 MB 917 MY "I =0 M9 Men IMO 11&6 1NL0 ]210 deln M] M2 43 40.1 M2 M9 M.9 M9 me M9 IGA 1m0 lm0 IMO ]m0 Mtn 0.] 59S ]L3 Y.] 9S 71.3 4&B M1 0.6 fill 932 MOW3 1300 I10A In 0.1 461 61.t ILI Me M2 an Me 09 5£9 M9 111A MO IMD 1M0 Il In 761 1144 WO 76.2 114.4 ]MO 1G3 1180 lm0 1M0 1M0 1M0 ]MO 2330 f]0.0 pin MA 915 1M0 6W 915 1M0 0.4 2M0 .: I063 1. IND 1m0 1M0 IM0 Yin 1 2 762 11 We 78.2 1=7 MS IM3 1MO Bn6 I--- Iran fM0 ]MO 1M.0 411n Irate Q.6 6" M.1 as Ma M.l Sax MI H91 769 113.9 ]LLO 1f1] ]MO 1MA Qln Y.1 9,2 762 M3 $7.2 7&2 521 M] IUS Efi4 0.7 IMO M6 IM0 ]MA Mln M.9 MS W. M9 m.5 Go an 0.5 91.] 511 M6 SMS W.6 me ranmin m5 I5.) 6L0 MS l5.] b1.0 41] M6 MAe 511 Ml IM3 M9 11&9 1LM NW Mdn0 4a1MAen NnlMdon AMMr RFMhfm ATFDN AEKhFM Trye e3EMhFM ryG d641lun, hpe deMliNn dwillen At 4 A3 6 AF B Bt 1 6 BI a 0 4 I C3 6 G B 0 4 03 6 04 e F2 4 Ff 6 [I B *: No. 50705 Moo-\ 2•1/4'-�11'f' ~- FORALLSPACIN0.4'M4Y.e MAX. V.V. � ANCHOR PATTERN FOR ANCHOR TYPESA3,B3,C3.D3&E3 000R �i WINDOW\\\ 11 2.11V --j SEE TABLE I,$NEU2 -� �- FORALLANCHORO.Q SPACING. 4' MAX ANCHOR PATTERN FOR ANCHOR TYPES A4, But, C4, 04 S E4 OCCR WHO OW\\ II 2-174' -�{ r SEETABLEI,SHEET2 FORALLANCHORO.C. SEETABLEI"SHEET C4 SPACING. 4'M 0.0.5P21FORANCHOR �I 2.174' II TRANSOM OR 11 WINDOW DOOR II II TYPMEADANCHORPATIERN. ANCHOR QUANTITY VAAIES W ITH DESIGNPRESSURE Ranted i = ® msnpn C nhlnl MODUCTREVISLD aoinpbine`viththe Flodde BtIlEln80ede A99ep.,tDNn 16-06f?.ptJ ]4.Mon: fmlien Date918 n 9nHsren: mu@ adn Prod 91CAh NO CHANGE TABLES @ 1/2" SHIM SPACE I J ROSOWSKI IF COMBINED WITH STOREFRONT SYSTE (SEE SYSTEM (SEE SEPARATEAPPROVAL), N'•, r2TAMD" ;'\a ' 'nn`''•. FLORIU!:' ('j ��'k1l"RT. 1110 TECHNOLOGY DRIVE . VEMCC' PL 342]5 -nuv: STOREFRONT E�RMANC�EDOOR DETAILS - LM 10/05/12 THE PRESSUREVA). OF THE DOOR OR STOREFROMSYSTEM �rt`rS ��• ] `f() AL`` NOKOMI5,0FL1]52 4270 Selna/Node¢ 0r9vn9 n9.SHALL BE THE DESIGN PRESSURE FOR pLl'u1�fAIL�PE5E-3550 OF AUTH 029205 OF 11 MD-3550-LM A THEENIIRESYSTEM, ne M]es TABLES: TABLES: II ft B'MR. rL 8'MAX. r------ L BEE MAY. O.C. SPACING L B' MAX PRODIIUMISED m mmF,y Flerldt d]vilhthe Eem,!t I < well .Ne 1 -0612.pq /<] R<n<M DY U<le: R.41"Pr: 1 ties Il< 77AA J8 O �fi . ,4YNN �\0 ...... /F 'pGENS6•'•.,Q �� D r Cbnvol �.x .• Rawnx BY Dora: Re.ae!<n: MI<m a <I'm ud t = SC NO CHANGE No. 50705 ,- _ ' ® Dexn911en: JAMB ANCHOR TABLES 9m^'n JROSOWSKI "'%�N •' -ATE F 1r/ ^ 1070 TECHNOLOGY DRIVE ]Ilia[ Bale: '\`�.�•;FlOR10�.•' N. VENICE, FL 34275 STOREFRONT ENTRANCE DOOR DETAILS - LM 10/05/12 P.O. SOX <i,'S/nNp��-��E�� `] 1529 NOXOMIS, FL 34274 9nle</N<tlel; 6aalc. Sn<el: Omnin9 No. Fen A]NBNAUtet14 P.E. SE-3550 NTS 7 OF 11 Ih MD-3550-LM A CERT. OF AUTH. P.E9% 69 d2929H Ooorlamb Max. O.C. AncherSpacNg )In) (1/1•MaJmm ShlmSpaee) imme Wldlh Rome Xel8h1 M r e'A' Pndef pe'B• PnWr e•C Mdar ryee•0' bHher Tyxe'E• 241. 'ram ]0 IB is % % 301n %In 16 10 10 IB f0 16 % lB % Ia Rm IOm a to n % is fo fe Ix 1e % 511n min %In )lira f0 IB ]0 36 is B 9/16 Ifi 9 9/16 tB is ] SS 0 e I6 n % 61 16 12 ] 1 ]2 1e Elln ]Oln %In 18 % 1B Is 18 1611219 ]B 18 % 361n IEIn I61 fa 1W % 1a IS 3 I6 10 13 3 36 % % 191n Slln 11 30 11 16 10 9 ] I6 16 1 9 ]/16 I6 I6 Min min )lira B 4 36 9 ] ]6 13 I6 % ] 16 f9 316 0 4 D I6 la ] 16 Il f6 1 16 I1 15 241m Min %In 10 10 % Isis IB 10 1H ]8 10 361n /lira 14 8 % 313 0 % 36 it % 19Y0 10 f0 IBIn 541n ]D S 16 IB R % I8 % 9/16 fa 10 S S6 1t 0 /0 Mln %In >tln 9 1438 9 ]43 8 % 8 A e 12 le ] 316 12 ] Yl6 11 18 241n 9DIn Ie 18 IB 19 ie %In 367 421n 30 % % 1B % 155 0 IB 16 H ]e Is 13 10 I] % IB lain Slln 11 ]0 1t1 B % 39 9 4 % 9 1 IS a 38 601n %In ]]In al I6 19 93 1 ISS a 10 ) 16 t3 911 13 18 ] VI6 13 )]Yl6 11 8 IB Ooorlamh Max.O.G Anchor Spacing (1//•NaJmum5hlm5gq) flame YR61h ]nme WI ht An[M19r T xe A• Pn[har Tvq'B• Md9r rype'C PnBNr e•D• ender ryre•C Min 9).)sln % ID is I8 le "In Win 78 % 10 16 % 2536 10 D e 18 18 /}In 481n 224 18 1/ 16 fB is ]0 1 IB D 1 1)] % Slln fi01n 9 E 1) 8 101 36 111 a % 8 9 ID n a 9] 3 N S% 38 L61n )]In >n l6 !d I6 0 9 6 ll] / IB ] 0 fi / )13 16 131 / IO 111n to 1B is IB 18 Min 361n Rm 10 10 10 10 18 13 IB IS % IB 1nH le 127e % Is Min 1Rm 1l a 10 Il a 18 18 um 60N 651n ]o u ID ss is 9 13 9 I6 10 .. 16 9 3 16 n) 6 fa Elln fwm f0 IB Is ]0 18 9pin %In Ie 3B 18 10 % ]6 ID 16 10 18 I11n 901n n11 I6 IB U 16 16 10 l01 % IB n 18 10 Slln min 661n 95 0 % IOIU36 16 IB 31 16 l6 9S 0 f3I] I6 % 0 131 I6 H3 1 1]1t lfi 1B 311n %In %In I21n 1t/N f0 10 It is 10 1> ]0 ]9 1B 10 H 6 10 17 10 18 I2 1 18 A 916 IB 10 101n Slln min 11 I6 10 11 S 36 19 18 % I6 1] % 3 I6 I) IB 0 17 9 1 f1 9 t6 1B 341n ISOIn % 18 fe IB IB %In 361n % f0 % 10 10 16 ] 16 % 16 ) I6 IB 10 Iiln Nln 1l 1a 13 1 1B IB IDf3 ]6 ]0 fE 10 18 Slln Wln 91 I6 % 1013 I615 )16 N 9 15 )169n 36 I6 )16 ]0 Oowlamb Max.0.4Anch6r5pacing (n) (]R•MaxlmumlNmSq¢) inure VBdIM1 fame HI[1 Arldw T e•A'Tyee Pndv 9'T Pnder IY' Pnd<r 1'w MWr e'P xan nIn Is IB v % u 901n 361n 13 Ifi % fa % 12 ]i ]5 % IB 92n Iem to ]D u u u e a I6 a ]s u u u %In 601n ) } )V] 10 l6 % 61V16 fil I6 B Yu li 16 661. Rln 6 6 8 ]fi 12 % 57I6 5)I6 }V3 IB ]8 2/In rain 26 VE 16] ID la % 301. 961n Rln l) 16 n ] 16 ]0 10 ]8 1 16] 1B is 9)/I69)161996 ]61 % IBIn 501n 911 9 1 ]l %1 10 ) 516 ) ]6 9) I6 13 316 ]e Min 661n )31n 668 fi 0 9)]611916 10 6 6 BUI 11 ]a 61 z 9V2 ) 16 9)/16 ]0 fain 30In min ]0 in ]t 13 18 ]t 0 U3 10 18 % 961n 13 12 %3 % 10 Rln WIT % I6 10 5/I6 ]I] IB IB 9 9 1] 13 IB 54179 Win 0 10 9/I6 N3 % 6 I 6 1 9 II ]8 601n )lira 6 6 0 ]] % SI 2 6 > I6 10 516 % min %N IB is u u % 5In 361n 19Y0 I]]/9 % 10 IB ll 0 1IIa E50 IB 10 Rln /Bin 991 9 1 l3 ]9 19 B I6 8 l6 ]]VB 15] 18 a11n win >1l/I6 ]fYl6 9 4 Il 10 ] I l6 ] 16 9 t l3 10 661n 61 3 6 I e1 I6 Ill 0 rain 0 9 16 6 9/16 )]Y% OBBr lamb Max. O.G Anchor Spacing (1n' Maximum Shlm Sgce) Frame VAdIM1 fume Heleht M a n'A' AmAa 'B• Antler MB'C P w e•0• Mr or ryq'E• 211n win 9)Sln IJVB 171 10 18 1B 1414 f1 4 10 10 ]8 %In Rln R 3 36 n I6 D B % 10 %l 6 ]01 36 1110 11 IB IBIn Mn 6)In win Min 0 9 16 0 9/16 ]i 9 16 ]) B 10 ] / ]91 IDD 16 1/ 1 is ) ] a 9 R 316 Ia 6 a 6Ua a I6 f01 16 10 31 16 5] I6 ) / 101VI6 19 znn Win %In 4xm % is % % 1s '% 16 10 % ]0 111 1 1l 1 16 % ]0 % to 18 % fa 981n M. 1wm 9 9 111 1 16 % J 72 ]o ss 18 ®In 661n 61 16 61916 9 fE] 10 e) I6 6 )H6 AI 114 % }Iln a01n ]e 19 IB IB 18 13I1 16 1]1 16 ]e f0 is min Izln 12 lE 16 10 10 301 I6101 ]6 Df I6 % 18 401n I®In 0 1 8 4 n f6 IB Min EOIn 661n 0 e 1011/Sfi ]3I I6 IB 6) a 6] 9 9 9 ]E 1B 6 0 6 a a 1 ]2 IB 211n min uam % IB 1a % tB 30 9 36 14 916 19 IB 3B min 131n n3 1 fi 1 17 % is SO 3 I6 % 16 11 9 16 17 IB %In Mln ®In 9 1 9V1 If 616 11 10 ]Ja J]0 ]0 1611916 la ) 6116 > 16 9 4 R 9 10 %In lnln ]S) I6 36 ]/16 19 % 18 Min Rln 191n R I2 1]) ]6 % IB 91316 91 16 ]3 I8 ]9 9 9 ]z % ) % 10 Mln min JI fi J1 6 IOD 16 D E 18 ) I6 i YI6 9 6 D 10 DOUBLE DOOR q rL ' 12 rt --� vnoTHWIDTH2 {�-- I HEIGHT I (MAX, a o I 1 FOR I DOUBLE OR ATTACHED I STOREFRONT,I WITHTRANSOM WIDTH2e.75X DOOR WIDTH SEE I I STOREFRONT] H2 WIDTHI I APPROVAL 1 _ Tlf4veevel III 11 1 III I 15 I HEIGHT IIyy� 1 II � F.— OOOR WIDTH FRAMEWDTH- WDTHI+WIDTH2 2 "ODUOTREVISED romplpn8 erilh the PlaHda w A,mtdN 15og31 Aes �lol-ca. "�2018 E' I lion O-W ReWed El. Dala' ReHslan: aI Miwd ade Pmduet rrn FeW[ed 9p Gale: SC ftm'aion: NO CHANGE ® Ce[cfipllon: Omwn tly: MULLION ANCHOR TABLES J ROSOWSKI 1070 TECHNOLOGY ORNE TRm: Dale' N. VENICE, FL 04275 STOREFRONT ENTRANCE DOOR DETAILS - LM 10/OS/12 P.O. BOX 1529 NOKOMIS, M 34274 SeFm/Mad<1: Srole: Sheol: OmaAq No. Rw: CERT. OF AUTH. 129296 SE-3550 NTS 8 OF 11 MD-3550-LM A �{ 1.425- .050• J I-x 5.993' ---�1 r- J.855• -�1 J.75D' �� I 7 � 4.BBB' 1 �I I I � 0. L� ,.68G ~ .,45' J .,26' E 1 J- JOY L OTOPNRAIL 6PAEL B-� PANEL L OBOTTOM RAIL 126'� (D HINGEEL ILE OHINGUN CTNE OU-CHRAIL NNEL OSNPP COVER #19520, 6063-TB #19521, 6083-TS #19522, 6003T6 #19524, 6083-T6 #19564, 6063-TS #19505, 6063 T6 COW .-J.0�B' �-"I� 4.9041.25641' � 2D56x�� 1}1.391. .1• -g 6' 50'12V .126' 1142X 10OSP 01B' .A0 '25P 3-.180I�- J OLOCKSTILE DOORJAMB/ TRANSOM DOOR DOORJAMB DOOR DOOR BACKERPLATE O FRAME HEAD O BASE 8 HEAD 11 REINFORCEMENT 12 STOP COVER 13 STOP SASE 919519, 6063T6 #19508, 6063 T6 019507, 6063-T6 919508, 6083-TB #19510, 6083 T6 #19534, 6063T6 #19512, 6063-T6 I� 4.140' 20J2' I-« 2R30• �r- 22- 4.1fi0' I:Ell I I1• �' 2.808' -� .121' O6T .500' 93 421• 1.421' .003- •OBy 1.000- �yi <+ r .O6J• .003' _1 083• .050• } �- 2.236' - 1 r14 BUMPER 15 SADDLE 15 THRESHOLD 17 THRESHOLD 18 THRESHOLD 19 FLUSH 20 FLUSH THRESHOLD THRESHOLD COVER.ADA COVER. 1-1/2" COVER. 3' BEAD. 9(18" BEAD. 1-1/4" #19513,6063-T6 #19517,6063T6 #19514,6003-TO #19516, 6063T6 019516,6063T6 419503,6083-T6 919504, 6063-T6 yL-1� ,AB2' 3.]40' 3.592' �� 814• yI 4.8A0' J_ � �W � .I 1.485' 1� �J _ 1.121' jII(-IIII .389' .WS -�� f A10' 1.110" IM try/fir-/-III y; �I+I � 126 1.750• �-.01]0' .63o. +I I "� W t w �002' - 4 - -T A50' -} GLAZING LEG, DOOR i HDALUMINUM TRANSOM PANELS7ILE, DOOR 1 DOOR NARROW 21 IG BEAD 22 BEAD, 9/16" 23 REINFORCEMENT 24 BEAD, 1-1/4" 25 LOCKING/ACTIVE 25 SHEAR BLOCK 2% STOP COVER 919526, 6083T6 919526,6063-T6 019528. 6063-T6 #19518,6063-TB #19523,8083T8 919527, 6063T6 #19511,6083-T8 PRODUCI'RSVISED u wmPI*Sld16 the FIm1d. 5400• D,dldiRetbd. Acn9renw N. 15-0032. Oq D i.6 Dale 4.tBT -.I a99' - \ LYNN Af/� rcarsae 9r• Dere: Re.ai.n: �i018 .125• T ]7 JI ; \1aON •......... C d✓, ��-I�, OY 1ASJ' i ,6i6' L ` Qt�, UCENSF '•••'1' i L.y/� �/ Miom ede PfoAxl Conlw( •, IuFly\-1/J�IyILT4-III R.wson ey: Pefe: Ra.cion: L 1.760• :' No.58705 % Sc NO CHANGE .096• owxn sr: TRANSOM .L WIND ow DOOR NARROW %'0 '• 2� �S' .? t�� MATERIAL DETAILS J KOSOWSKI 28 GLAZING ADAPTER 2g FRAME 30 STOPBASE ";�1n'• s TE 1070 TECHNOLOGY DRIVE OR.: 9af.: 019502. 6063T6 #19501, 6063-TB 919512X, 6063-T6 ' �(.` 7'Y0R10T.•'(0� N. nNICE, FL M275 STOREFRONT ENTRANCE DOOR DETAILS - LM 10/05112 NOKOMIS;FLr529 34274 ser;e,Med.r: x.r.: sn..r: wo"�„9x,. Rm•: A Li'IMMISRR, P.E. CERT. OF AM. 129296 SE-3550 NTS 9 OF l l 033550-LM A Ceumc TABLEB: b' DOOR PANEL DETAILS ;® FOR CLARITY, 6G ANCHOR PLATE 29 NOTSHOWN b4 5, DOOR FRAME 4 DETAILS lY 0 65 T 1 T �• T 1 Td I b 18 b 6D 8 4 v 54 EXTERIOR `T V g �`T `I b PRODUCTREVISED I aatomPlYinBavlNlhaWmltle Building Coda 61 1 AaeVlvnm NVA dnl b >Dal� /8 \\\ YYYr Revbed BY: 0av: Revlslan: BY 2'X5'X Ire' \\l NI LYNN Aaj Y/� Mivm a paotlwl Vd ANGLE®,J/4° `� �Q.O: •........../!F i �a. :\DENSg '•.,P i R<vBea By: Bolc: Rewslw: NO CHANGE ® Oncnplbn: Boren BY: D •,(� ��) iSY;' Nat CORNER DETAILSIBOM J ROSOWSKI - '' S1AIE D' )V 1070 TECHNOLOGY ORNE Mr.: Oala: :'�p�• :FtoRmr: 'YG��.`' N.P.O. I BOX i 1529>S STOREFRONT ENTRANCE DOOR DETAILS - LM 10/05/12 NOKOMIS• FL 04274 Salea/Model: Smla: 9nal: Bro.Inp No. Rev: YrA9 P. NNl�ryP.E CERi. Oi AUIH. 92929G SE-3550 NTS 10 OF 11 MD-3550-LM A P.Ex6B103 Item ORO.p Baxvlptlm MabNI 1 393L1 vanelTaP Rail Wm.reauR 2 19531 venel Bollom Rail W&STBaUn. 3 195t2 Fanel S,lle, Nin a/Adlve WBilBalm. 4 19529 Pant Stile Nln a/InaNve WWTBNun 5 19369 RaII U-sAannel tBmTeauR 6 t96p3 Flat3na rover WWTSNun > 19319 ladblile Bale Isle BBnteaN:L B 19W6 Doprlamb/frame Heatl WBitbauR 9 1950T Tran+am Ba+B WBiIBaM'R ]0 19509 Ooorkead W0178aua 31 193t0 oo0rlemb0elnfalament BOB1tB A. >2 19531 DPorsla rover WCO•IOaDR ]3 1931T 0wr51a Bs+e IBRLTBaun. I4 19533 0um rThrcshold B1W.TsaNn. ss 19s3] satltllellue+hdla t0&YTO ann ]6 39514 ThresholtlmveeADA W�iBaun. 1> 39515 Threshold rover]- 1' WBSTBNUR Sg 19316 ThresMld mver3' WatTgamn. 19 l9Wl Flu+h Beetl 9/16' Wa4'IBaun. A 1950F FIu+M1geatl 1-]/4' Wfi3)fiAlum. Tl 19536 Glaaln Le /OaorlGBeatl BO611B Nun• 72 19333 Dovrmad.9/1V W61TB Alan. >3 1953H HDAluminumReln/xnement soszTBaWK 24 1951E Trcmpfn Brad 1-I/4' BDBSIBNun. ]5 393)3 Pvne151ile taaHn ANve WSFTeaxm. M 1953i OoorSMaraark Wl¢70aUn. Sl ]9511 OaprNertow Sto must BOfl9nBawn � 19302 Tranvpm Glaaln Ada ler WW�10 aun. g 19W1 Wlntlowimme Wg118 NUN. 30 19514 Ooor Narrmvsro Base Fd Hechl.OJ/16"Su er•5 aer Seth Blaa<B/16•x)/]6'xq'Ouro•63 e/S lB�igaum 39 40 ]Br0 1W2 EPINA 91 IXI/ Sakl Bloat il1Ca13/32'xT mro•6s N-5 EPCM 43 ]3061 Glaaln L! BeatlWealhenld Oum=65 i/-S EPOM M 65 195,0 SIIIKone Bed:betltlln :Oow Al AS GE>)W R1P x38'Bulb Weatherilri O0pr5tN Fla PVOTO 46 6'1924G .18Tx 4'Flnseal Wealhenld Ushannel 1) 1959T Atlivevanel Fln Wealhenld W )1D13FFT% %]Ox 1/i'Ph. PHIE%Saew Gleiln le aYN®a aetl 51 S2 numxxxn nmrmnmK p]ix1-U2'Next9ashefSvaw AnemN plOx34'PM1. PHTEX Dmr5l9 adtlese aed 9YN¢sg aed 53 >almfvlut pBx3 E'vh FH1EKYsew ThresholdAn a adNcse aetl 51 )lIFFT4t0%1/d'al-t/P Ph. iHTIX5ttew 41 ShearUln6 9YNessa¢Y SS 1@iIGWLT 3/16'-IBxl'mrtle eBdt Shmabbal 6/]6'-18Nex NN Sheaablork adNess9¢tl atlNessaM 56 18NUI% 3> tl12¢gx I/2'vRFHScrcw Hinge/BaMngvla[e atlNeae a¢d 5g 19fl0 x6x 5/0'vRPHSvew, Bu wee adNess a¢tl W 19511 XI egaalln PIa1c 111B1Td auR 61 19535 HI a Re ent4001 adNese aetl 62 ro tlomThrowhNll adNeise¢d 64 19596 3•Pdlnl lod1l HOHadware Kk 63 19551 3-Palo] LaMl2 Nartlwarc%It 6fi 19590 2•PolnLLodl NONwdwam%Il 6) 1955E Svolntlak2 Nardwarc Kit 6B 19559 Penle Ber Hardwerc%1 Re enl 69 19566 Pankger HaNwarc Kit Von Ou rtn W 19561 B +wee Bl f651 ThreslnllAn e, 2'xs'x I/B' WR4TBauR LOCK OPTION LOCK OPTION N2 88 2-POINT PANIC BAR, ALL PANELS 89 2-POINT PANIC BM, ALL PANELS REGENTSERIES5770 VON DUPRIN SERIES 3M7 OPT. KEY OPERATED ON EM. OPT. KEY OPERATED ONEM. rf2� OPT.KEYTIHUMB-TURNONINT. OPT. KEYMUMS-TURN ON INT. ALL PANELS ACTIVE SAW THROW REGENT SERIES 5770). TO HAVE 6/8'THROW LATCH BOLT. V\ LOOK OPTION 2(VON DUPRIN SERIES 3347). TO HAVE ASIW THROW LATCH BOLT. O 0 0 LOCK OPTION 1(REGENT SERIES BT7(l),TO HAVEA 11H8•THROWLATCH BOLT awn/�� LOCROPTONS 3347 DUPRIN SERIESOWL TO BNI'TMROW LATCH BOLT. BOLT. MAX.28.O.C.;0.13V• ICK O 0 O QO 0) 0 4- r O 0 0 O n• o OO OO o 41n Imo--- e-trz• 85 LOCKOPTIONP3 O 84 LOCKOPNON" 88 3-POINTLOCKSYBTEM 2-POINTLOCKSYSTEM 3-POINT LOCK SYSTEM 2-P0INT LOCK SYSTEM REGElTSERIES20B34IP REGENT SERIES ML20T•TT-2PT REGENTSEMES= REGENT SMLES2-PT-L INTAIM. LEVER INTAXT. LEVER KEY OPERATED ON ENT. KEYOPERATEDONEXT. KEY OPERATED ON EXT. A A THUMB -TURN ON INT. THUMB•TURNONIM. THUM&TURN ON INT. oL 518•THROW LATCH BOLT o� 518•THROW LATCH BOLT O I W O 9 9 0 0 0 Vo 0 1UIWTHROW LATCH BOLT 11H8'THROW LATCH BOLT ACTIVE NON -ACTIVE PANEL PANEL 1)ALL SINGLE LEAP DOORS TO USE 3-POINT LOCK SYSTEM. 2) LEVER AND LOCKTYPES ME OPTIONAL. BO80 .TL�NV LYNN •TSALUMINUM HINGE : v`V10ENSE BACKER PLATE ATEACH HINGE• YY LENT, 0,250•THICK T` i No. U705 1070 TECHNOWGY ORNE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AM. 129296 ACTIVE NON -ACTIVE PANEL PANEL 1) ALL SINGLE LEAF DOORS TO USE 3-POINTLOCKSYSTEM. 2)LEVERANDLOCKTYPESARE OPTIONAL. CHANGE DETAILS PRODUCTRBVISBD mpl Cad ZviIM1 Ne PlaHdo Al.j, BC N D'i.r. m t Ir]•0612.OPj L1Plmlim DPle f8 B Mie Oda NCmod J STOREFRONT ENTRANCE DOOR DETAILS - LMI 10/05/12 1 NTS 111 OF 11 I MD-3550-LM I A SCANNED Bar PAUL WELCH INC. MECH-ELECT-CIVIL ENG St. Lucie County 1984 BILTMORE ST. -114 PORT ST. LUCIE, FL 34984 PAUL WELCH, P.E. FLA REG NO 29945 MI®DADE • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) hyl Lorw UV 'MAY 1 1'2016 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamldademov/economy PGT Industries, Inc. �� 0 North Technology y Drive North Venice, EL 34275 Py SCOPE: F 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 rise 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 "88-3500" 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 10/05112, with revision A dated 07121/15, 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 manufacturet's name or logo, city, state, model/series, and following statement: "Miami -Dada 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 MIAMtrayualfiqu�DADECOUNTY [ Expiration Date: January 17, 2018 �In d l ✓ Approval Date: July 30 2015 /' Page 1 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 through 10 of 10, dated 10/05/12, with revision A dated manufacturer, signed and sealed by Anthony Lynn Miller, P.E. LM", sheets 1 07/21/15, prepared by 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 underprepious 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 underprevious NOA No. 12-1005. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511' 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 rez, P.E. Product Contr xaminer NOA No.15-0612.08 Expiration Date: January 17, 2018 Approval Date: July 302015 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-6916.10 issued to Kuraray. America, Inc. for their "DutaciteO 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® (Clear and White) Glass Interlayers" dated 06/25115, 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 D3951322 HRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" 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, Inc., both signed and sealed by Marlin D. Brinson, P.E. G. OTHERS 1. Notice of Acceptance No.12-1005.01, issued to POT 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 -RESISTANT STOREFRONT SYSTEM 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTEDTO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (H VHZ). REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. D FASTENERS PER TABLE 1. SHEET 2. MATERIALS USED FOR UNITS (CMU)AND CONCRETE WITH MIN. KSI 2. FOR GROUT-FILLEO CIVIL, ANCHORS WERE RECEIVING THE ANCHOR FILLED. 4)ALL WOOD BUCKS LESS THAN 1-10THICKARETO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS PRE OPTIONALIF UNITIS INSTALLED OIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 14WTHICKOR GREATER. IXAND 2XBUCKS (MEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. W00D BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILRYOF THE ENGINEEROR ARCHITECT OF RECORD. S)ANCHOR EMBEDMENTTO BASE MATERIAL SHALLBE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMSEOMENTAS SPECIFIED ONTABLE 1, SHEET2. INSTALLATION ANCHORS SHOULD BESEALEMALLFRAMEJOINTS MUSTBE SEAM.SEALED.OVERALL SEALINOIFLA9HIN0 STRATEGYFOR WAYERRESISTMNCEOF INSTALLATION SHALL BE DONE BY OTHERSAND IS BEYOND THE SCOPEOFTHESE INSTRUCTIONS. G) SHIMS ARE REOUIRED AT EACH ANCHOR LOCATION WHERETHE PRODUCTIS NOT FLUSHTO THE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRINGAPPUED LOADS WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSEDONTHEMBYTHE WINDOW. T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130D, SEE SHEETS 2. S. 089. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL. TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130D, SEE SHEETS 2, 6, 089. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33413% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ALL SHAPES. ROUND OR ANGLED,ALLOWED. SEE TABLES 384. SHEET 586. FOR ANCHORAGE TO BE AS HALF•ROUNDSHME• M HATER ANCHOR OUANTIRES-7L 9) DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, HEAD SIMILAR ANCHORAGE MD OPENING SUBSTRATES. SHALL BE COATED OR PROTECTED TO FOR 6'MPX. PREVENT CORROSIVE REACTIONS AS REQUIRED BYTHE FLORIDA BUILDING CODE. RECTANGULAR, 10)REFERENCES: TEST REPORTS M-713787208: ELCO ULTRACON NOA; ELCO TRAPEZOIDAL. CRUMFLEXNOA;ANSVMSPANDSFORWOODCONSTRUCTIONANOADMALUMINUM OWOR DE310NMANUAL. SIMILARCLARCORNE ASSEMBLIES INSTRUCTIONS: 1) DETERMINETHE BUILDING'S REQUIRED DESIGN PRESSURE USING WE ASCE T STANDARD. THE PRODUCTS DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. 2) DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 2. 3) DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2, SHEET2 4) DETERMINETHE MAXIMUM DESIGN PRESSURE DUE TO ANCHORAGE FROMTABLES 3 OR 4. SHEETS 54 BASED ONYOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS REQUIRED TO ATTAIN THEREQUIRED DESIONPRESSURE. 5) JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 8 &,SHEET TAND RAVE BEENCALCUTATED FORTHE PRODUCTS MAUMUI S) DETERMINE THE MID-PANELANCHOR QUANTITIES FROMTABLES 788, SHEET 0. T) IF THE WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION, DETERMINETHE MULLION DESIGN PRESSURE FROM TABLE 9. SHEET 9. 8)THE LOWEST DESIGN PRESSURE FROM 3.4 8 0 ABOVE, SHALL BE USED FORTHE ENTIREASSEMSLY. ------ -- --- REINFORCEMENT, SEE E%.1 EX.2 SEETABLES7881 TABLE9.SHEET9 SHES18FOR MID-PANELANCHOR QUANTITY 80' WIDTH B, SHEETS III L1 it --- II 11 / 12<V4' II II IIII MIN 4'LENGTH OF MAX. O.C. II D n l D ANCHOR CHANNEL.. / AN `� II II II 114-1R' II SHEET III ________ I PARTS T. RED. AT ALLANCHOR 11 MAX.. LO li 4 / l LOGATIONSIN ii ii = --- ___ __- - --- _-_= _ H_______ CURVED HEADER. D II MUL PLO HORIZONTAL it I LLIONSALLOWED �� I 120' MAX. B'FRO MSTAR T OFBENDORANGLE a li II j li HEIGHT -SHEET jj II l II I II jj III I SEE .SPACINO n ii / II I j ON TABLE8688, ON TAB SHEETT A 11 SHEET II II / II III II V I MAX. OLD C II 1 II ii SHEET II 1 4 II 8' MAX. li II II IL_____ 'II JT_____ DTff 3•NB'MA%. SEETABLES354, -- �SEETABLES780, J �SHEET 550,FOR SHEET &FOR ANCHOR ANCHORQUANTITY QUANTITIES. TYP. ELEVATION OF STOREFRONT SYSTEM %.AD Is('•r;(F.7,�� Reviaee By. Dale: No.60706 `•''' 2 SC 7/21/15 DocnAllen: ELEVATION J- , C S TE F [per !YORIOP. ' CVG LI /111 LYNx 7da;1aP.E ® 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1528 FL NOKOMIS, 34274 Rlk: STOREFRONT 3erka/Modd SS-3500 CERT. OF ALIH. 62929E IMPACT RATING RATED FOR URGE &SMALL MISSILE IMPACT RESISTANCE FOR ATTACHED I DOOR/FRANSOM, I�SEE SEPARATE APPROVAL PRODUCT REVISED as complyl, lv i01IM FImIdA B.Acicep.100o/ Ea Irelion D04 Minm NPmdWi CHANGE J ROSOWSKI Odle: SYSTEM DETAILS - LM 10/05/12 5wk: Saoef: p Wq Na. Fev: TUTS 1 OF 10 MD-3500-LM A TABLE2 ...._. _....u_n.�i .� �.. r..n wild —wall flax dnadN lMfl _ _. I I OLlS30TACK 114'NFAT- I I OU999TACK 1p'HFAT- I I GIASSiAG( IF COMBINED WITH STOREFRONT ENTRANCE DOOR (SEE SEPARATE APPROVAL). THE LSSSER DESIGN PRESSURE VALUE OFTHE DOOR OR STOREFRONT SYSTEM SHALL BE WE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. ® GLA➢NG NOTES: RVB•..09V BUTACRESPVB BY KMARAY AMERICA INC. 'SW •.09V SENTRYGLASSBY IGHMNYAMERICA INC FxEglgO `-' GLASS TYPE A a G19•LAl Mlm, GIASSSBACK E%lEPIOR `-' GLASS TYPE B a 390'L0. GLASSL0. NIa. LUtitNRe GIMS STAIX e110'VJAISTACK OfASA.G. GNGBSSACN OWSSTM!! - Ile HEAT. IMENIOR (5-- ABW;9 MIR Min. Mtn. NOTES: Anchor TYPa Description Sobdlate Edge Embed. D.C. 1)ANCHOR MUST E) UST D psisnce nant gslance MIANCHOMIMUM OF 019 sled a410SS S.Sne 1• 1318' 1• BEYONDANYM I'm A SMS (on SUBSTRATE B 014 steel U 410 SS 1I0.000OS5At.1rWR 3'0' 11B' WWI ks Slee 3'6' law Nam 2)ANCNORSIMO GROUT -FILLED CMU SMS (G5) C0nd Z65 ksl 10 2-Ur 1JW' 3' HOLLOWSLOCKARI 1IS Sled UNacm 01au1Fikcd pAU• 2d12' 1.314' 4' APPMCABLE FOR TI RI BBlack• 2-1IT 1-114° B' C JAMBS. 114-410 SS UE-Faz Nolox Black• 2.112 1.11f 0' wlwSmUOecon MOYaw Block• ll- •1 3)ALLANCHORHH 114. 410 SS 0010 ek 3.35 RSiC ado 2Ir 11.314' 3° MEALLOWED. D 8.52 tell Canada 1116' 17 3' w18'sled Ullman •SEESNEETI,GEK NOTE 3. CMU' D3Rd Al -1 YB-Cage Diameter Con 3kslCmcl¢le 0' 1.1I2' 4• E RW TOpcon NN1019 Black' No.58705 Ry. 1070 TECHNOLOGY DRIVE N. MICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. ®29296 TEND A ADS OR :ONLY E DTYPES ERA. GLASS TYPE 0 1.v1e•I.o. GLSSS9TAdi PRODUCTRBVISBD w romplYinBSNNIIro Flmidn Acccinn ba1SeL. bDNdeola 15-OfG OB$ �A1 M;'t dRPandmA SC 17/21/15 IINTERLAYERMAN.I dplion: LAZING DETAILS le: FOREFRONT SYSTEM DETAILS - LM 9en/Podee Stole: Sneel: On SS-350D NTS 2 OF 10 11 J ROSOWSKI W In: 10/05/12 Rev 00-LM A �PEfl ANCHOR- EDGE INSTALLATION REQUIREMENT DIST. OPTION INSTALLATION ANCHORS DIRECTLY EMBEDMENT INTO MASONRY. ' . EXTERIOR E 30 VISIBLE LIGHT HEIGHT 42 FRAME II HEIGHT EXTERIOR a OPTIONAL LAMI IS GLASS LT TYP.ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUSSTRATE.SEE TABLE 1, SHEET2. TYP.MCHORTYPE, EMSEDMENTMD EOGEDISTMCEPER SUBSTRATE, SEE TABLE 1, SHEET2. J� 1�.9HIM INSTALLATION ,.•. OPTION EMBEDMENT INSTALLATION ANCHORSDIRECTLY INTO MASONRY. CONCRETEICMU EDGE I PERMCHOR — DIST. REQUIREMENT VERTICAL SECTION B-B SRANCHOR EDGE OUIREMENT DIST. I i EMBEDMENT 12' MAX SHIM TYP.ANCHORTYPE, EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE.SEE TABLEI,SHEET2. INSTALLATION OPTION INSTALLATIONANCHORS THROUGH 1X SUCKSTRIP INTO MASONRY. TYP.ANCHORTYPE. EMBEDMENTAND EDGE DISTANCEPERSUBSTRATE.� 4-LEI SEETABLE I. SHEET2. CHAT. EDGE EGGS DIST. f` DIRT. 1 TYP.ANCHORTYPE, EMSEDMENTANO TYP.ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER EDGE DISTANCE PER SUBSTRATE, SEE SUBSTRATE, SEE TABLE 1, SHEET2 TABLE 1, SHEET2. INSTALLATION INSTALLATION OPTION OPTION INSTALLATION ANCHORS INSTAL ATIONANCHORS INTO2XWOOD. DIRECTLYINTOMETAL EXTERIOR LN a 3B6 X 11 EHEAD SMS. 2-1/ 2'FRO END813-12'MAX D.C. VERTICAL SECTION E-E CURVED FRAME MEMBERS ONLY TY;. No. 50705 NOTES.. 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET2. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEM TYPESAREALLOWEO. 2)ALL WOOD BUCKS LESS THAN IAA THICK ANEW BE ' CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS 2X ME 1412-THICK OR GREATER. IX AND ZX BUCKS (MEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3.0, SHEETS M. Re scd I ® 0 Sc CERT. OF AUTH. 129296 PRODUCTRBVISSD oc wmPl2ing wilh lM FIPNEo BWIMing Cmic AnePlw�e No 15.061 08 pimeon OW 20/8 MI do pro" Coe III I NO CHANGE X-SECTION TNT SYSTEM DETAILS - LM S.w Sheol: W, TUTS 3 OF 10 t J 10/05/12 Fav: d A INSTALLATION INSTALLATION APPROVED MULLION, OPTION OPTION ALUMINUM,STEELFRNWNG INSTALLAT(ONANCHORS INSTALLATIONANCHORS ORSTEEL270-SEE TABLE 1!ACH END AND24PFROM DIRECTLY INTO METAL 1.SHEETE. ,-J1 EMBEDMENT DIRECTLY INTO MASONRY. STEEL REINFORCEMENT. 10 EACH ENO AN029'MA%O.C. _ �---- Imo' 24-FRO EACH 3 SEE SHEETSBS IO TYP,ANCHORTYPETAN, �I 1rr----O,1 ENDAN02d•CH ,,. EDGE GIST. 'I ,i 8 S EDGESUBSTTRATE. PER SEE EMSEDMENTANDEDGE DIRT. 13R'i II FORATTACHEO DOOR, 31 TABLE I, SHEET2. T-i , ; SEE SEPARATE APPROVAL 40 OPTIONAL TYP.ANCHORTYPE, LAMI IO GLASS EMSEDMENTAND EDGEDISTANCEPER SUBSTRATE,SEE TABLEI,SHEET2, [Y2 CONCRETFJCMU PER ANCHOR I REQUIREMENT I..__ VISIBLE MOHT WDTH EXTERIOR •I 1 V II FRAMEWIDTH Im MAX. SHIM`+I HORIZONTAL SECTION A -A 1 1XWOOD EMBEDMENT SUCKSTRIP, SEE NOTE 2,7HI95HEET. ALUMINUM REINFORCEMENT, 4 I EDGE DIST. SEE SNEET58510 1 INSTALLATION OPTION INSTALLATIONANCHORS TYP.ANCHORTYPE, THROUGH IX BUCKSTRIP EMBEOMENTANO INTO MASONRY. EDGE DISTANCE PER SUBSTRATE, SEE - TABLE 1, SHEET2. 1 CONCRETE/CMU EXTERIOR PERANCHOR REQUIREMENT , 1w MM. SHIM Imo-- ALTERNATE REINFORCEMENT EMBEDMENT VARIES WITH DESIGN THDEED,SEE PRESSURE TABLE9,SHEETB. EDGE DIST.i,,ill ur7t, EXTE ERRIOR V NOTES 1) USE ONLYSUSSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATEREDUIREMENTSPER TABLE 1, SHEET 2. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE CFTHE WINDOW. ALL ANCHOR HEADTYPESAREALLOWED. 2) ALL WOOD SUCKS LESS THAN 1.1Q• Tian nag TO BE CONSIDERED 1X MOD OR =0 W INSTALLATION Y Yi R4see TYPE. TANG OPTIONu. "% �pn ... .... .;;!/(( •. ,Fy'%- ` IIIrLIII�-1\�L1�IIYL,�IJIII Revsva E PER INSTALLATIONANCHORS E E, SEE INT02X W000. x4:• No.:iST05 'Tt'% 5670; SC EETZ IUCK - :.0; - C �" J ® HOR 107D TECHNOLOGY DRIVE TL 34275 RN: MING EXT ERIOR %LTA '•. FT • �s •, (ORIO(;.•';� JVL i ``�` 'Ae s(OMAL �C N. VENICE• P.O. BOX 1529 STOT Se6aa/A 1R'MAX SHIM V` 'I It... 11111` NOKOMIS, FL 34274 CERT. OF AM. #29296 ALYKHMKLEKP.E S P.Etl 6BT03 1w M!O(.SHIM HORIZONTAL SECTION C-C VISIBLE LIGHT FORMU IAS FRAME WIOTH-5.1R• FRAME HEIGHT-54W FORATTACHED DOOR TRANSOM, SEE SEPARATEAPPROVAL PRODUCTREVISEG MtMMPlorlde BuIImplylnO d9 A«*epI,,.lena No /5'a15012,09 R4wrnn: CT mlim:Onk 4Oj$ D Mlvntl odo ProdMl' Revislnn: /15 NO CHANGE Ilmnn er. 4L X-SECTION J ROSOWSKI Dale: NT SYSTEM DETAILS -LM IW05/12 94O Ne F 10 M'D -3No5. 00-LMRer: A Window Wall Mu01on Head/sill Anchor fluster Load CApaelty(ps!) (V40MaxlmumsNm ace) NlminD Nm. AnSher e'A` AneMr 'B' Anda 'C Md10r '0' Mtl1or e'E` Forme Fmm3 Nellhl A3 M & [S U fA W W M E3 ri 141n Mtn rain ]]0.0 W ]10.0 t10.0 ft0.0 ]IBA 112E IOnS f059 1012 Imo )20.0 tI0.0 Imo 1n0 Imo line ]ra0 fine Me line I1a0 11n0 Imo 1ne line 1=0 Imo n Imo Imo fine WA Imo Ixia inn Iro,O line N Imo Ina Imo inn fine rate line ImA MA IS00 IS60 ]2m0 time 120.0 Sna 120A 1100 12" line 1 xi0 fine 1ra0 line fine[line me Sm0 1m0 IMO rm0 IMO 120.0 Imo ImA Imo Imo Dan Imo 1m0 into Imo limit axi0 ]nit line line Man la0.0 In.O area 1ra0 Ina 1n.0 Me 1n0 Imo In.O IIOA I Imo 1roA ]ra0 120.0 Imo lxi0 fat.0 Ina 1=0 Imo 1210 ]m0 me 20 0 lm line Imo la0A "go line INA Iwo Imo line Imo Ilene Imo So0.0 ]Me Imo t10.0 1m0 line Ixio ]10.0 1me Imo line limit 1m.0 me lain 361n liln Mirt i41n min "In Nnn MIn Hum Inif ]Sae line I139 IOS3 99.0 %A 91.6 1m0 line Imo Imo line Ina time Imo INA lima IHIO Imo lino Imo Ina =0 1ro.0 in line MA lino Imo Imo 1m.0 12MO ]me Imo line Ino Ina 1n.0 TWO 12ZO 13a0 MA la0.D lino line 12AD 120D INA Imo =..a line line line flee fine Ina ImA line Imo Imo Irao Imo =0 22MO Irao =0 Imo INA Ina Me line Imo ]ra0 Ixio MO fine MO limit Imo Imo 1200 Imo 110.0 Imo Iran Imo IAA Imo line Imo Ina 1m0 Ina Imo Imo limit Irao fine line MAD Irmo 1=0 line txi0 me Ina Ma Dan Imo MO I2a0 MO me line Imo 12a0 Ina Imo INA 3ON 351n 421n 4em min Win min n1n Far Ixia fine Imo Imo lime lima Imo Goo Ifoo ImA 1me Imo Irao Ilao 241n Rn0 la40 ISI9 30L1 line line tn0 !m0 Imo Imo line Imo line fine Ixia line 1m.0 Imo 1200 lino Into 12M Soon Ixill Imo DOW Irao axis line 1m.0 1=0 ratio H0.0 ]na Imo 1m0 Im.O Im.O line im line two line line Imo line Imo line Imo TWO 1n0 1m.0 Imo me Ina Me Iro.O Imo line Ina ]Oln 361n 421n 481n Wln 91.> 0.i6 8A2 eve 719 free trio Imo Srae R0.a inn Iro.O fins I1n4 Imo Imo line Imo line Ing Ixia line 120.0 limo into +me Ino lama 11W 12" imo am0 Wino line Imo Imo Imo fine me Ino Imo ]n.0 ]m0 Imo I Ina Soma ImA Sn,O MA line Imo Imo smA I tree =A Imo ImA me Imo lino Imo line Imo Imo ]ate 120A Man Ina lino line lino Imo lino lino me 541n Win "In min Min limit 32M SeS.S Ixia ln.0 free Me 1m0 ]ICA I Imo Ino Imo R0.A free fine 1120.0 lima 12U 12mo Imo INA 1210 1me ]nit Met line tine ]me 1".a I Ino New me InA ]Sae ]me 110A +1aa Imo line Ina Ina So0.0 line ]nit 1reo 301n 361n 42in %.I I I 1ma me 120.0 line Ino use Inc. I1n0 fine n0.0 481a %In %.1 m3 )i,) )]5 mlIO1.2 1xi0 Imo MO Roll f116 ]m0 ]R) In.O line Imo line Ina line Ino lino Sine Me Imo Ino 12MO Main ll0.0 lane lag➢ INA Imo =0 line Ina Ixio INA 1m.0 1n a 1ma ]nit 1n0 line fine IMA e a e 12M Mo 1m0 Imo Imo ling la0.o lno line =0 Ixia Imo 1n0 line MO Sain WIn Wan min Win wxln 12" 7m- sSo UA 77M RA Imo fine 1n0 line 1n.0 Ino 115.0 ing ]1S5 Imo 10L1 ]ma Imo Imo 1m0 1n.0 Imo line line %no Imo 120.0 f20.0 ]m.0 12W la0.0 11A0 I10A 12MO 12M Imo sine IN fine Imo line DO.e 1re0 1ro.0 In.O 117 Imo Ino line line 1m0 WO Imo lino I me ImA Imoi Imo Ino meImA IWO Me INO Man lino line tree lino Imo MO Imo Ino 1n0 1m.0 GAO Imo Ino Imo Ina RA.O 12MO 1m.0 Ina Ina 1.0 MA tine MOO 301" Hut 4210 481n min Win W.1 IM61 Imo 1 I11.9 1 1n0 line 110.5 +na I limit IMO MO line INA 1n.0 ImA %In file %.) Ime In2 110.0 11n0 real 1m0 Im.o Ina MA Imo MAS 'no me JS1n file 92A Iro.O ]03.9 line 150.0 ]OLl I10D line line Im.O me Imo fine line Mtn Win Ina 1W.s Imo Ixio New Ixio Imo ing Imo limo So0.0 12ao Imo fine line inn line Imo W.O Im.O Imo In.O ]Me Rao +ma 1m0 36m um M2 Wx $no ]no Imo Imo Ime Imo Imo Imo nW linoIxia trio Imo ima line Imo Ilene t10A lino fmv Ino Irao Ixio line ]man4em ma ]W.x Rao Ixio Imo Soon fine trio 1ro.0 Imo Im.A 1M.= In.O lio Mln 6L3 Sofa Imo Inn 1me line 110.9 Imo Ilene Imo 1ra.0 1ne In.AMln fill N.7 ]NO IMO fine Me 1d.0 Ine line fine ]nA Ina line%in Sag mA IR.8 1N./ Imo la0A m] Imo trio 1181 lino line 1ro.0 IF COMBINED WITH STOREFRONT ENTRANCE DOOR (SEE SEPARATE APPROVAL), THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR STOREFRONT SYSTEM SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. Window Well Mullen Head/Sill Anchor duster load Capacity (psf) I1/4' Mafinylmfilam MSI Nominll Nm. I Andsor n'A' An no e'a' Andlor e'C Amm.r 4'D` An111nr e'E` Forme Wdt: name N61aM11 I Al I AS I A4 BI n3 & Ct U Do n] D6 IS E3 M 241n ram Ins Imo me 110.v Ixia 1210 Ina 12MO fin 1NO ]nit Ixio Imo 1m.0 Imo Imo tin 0 Ino I20A use 1m.0 ]xiU 1m.0 Imo Ino Imo Ixio mn0 Imo 361n as 8A2 Imo Imo Im,O IInO Imo line line fate SInO 1nD line Imo Ina Imo 421n min l%In 74.6 57.6 Ills IOTA me Ina Ina time line 1at.0 Ina ImA me 111.1 line 1m.0 Ira.O line 110.0 ]no Ing TWA 110e MO e Imo 120.0 Im.O Irao Imo Imo Pin 6L3 915 ]m.0 107.7 line line IOL] line 1m.0 110.D 1m.0 120.0 ]m.0 lino Imo Win Sn3 07A as loss line line 960 IHIO line 115.0 1m.0 Ixia Iran Imo ]m0 win 521 A26 110.1 %S Imo 1m.0 ma Imo ]nit rah) =,a Imo 114.7 Imo IWB Min 1t11a IIIA no m.9 W.A 1m0 3m0 Has ]U.] MO Imo ]NO ]NO late 110.0 1m0 Dann 12MA Rao 1]OA R0A Ina Le ImA Ixio Imo tree Imfl lea me ]VIA Imo ]mil line Imo 1r0.0 1m0 11n0 =2 Me line Sona line Song ing %me line Ilene line Imo fine Ixia Im9 lino Imo INA 1m0 1m0 No. Imo line min 381n IEIn 481n 63.1 9i7 MO IWA Sono MO 11M.0 Ina Imo 220.0 I= Ino area Irao 1m.0 Min 5n0 87.1 ]1st Ira] free SoOA %.6 INA IWO 1145 1200 MO ]no line late Wln V.t BL2' =2 915 12W Irea S9.1 IMA Imo =7 line line 1127 line trio MI. MI. 1%.2 Sam 3xi0 Ina lino line 12MO Ixio 120.0 Use Im.0 =.a =0 Imo Imo tine Ina 12Ao ss0A Imo 12U INA lino ]m0 1210 MO line Imo lino 1xi0 361a 163 1114 limit Ino H0.0 line new a line 1]0.0 SmA 1m0 'nit 3n0 1n0 421n finis. 65.6 98A lime 1113 3]0.0 fm.0 IU.1 lino Ixie ]SQO ln.e inn, Ina tn0 fine 4ain 5A2 MA Has 102.1 Me IMA 9Ls me Imo rise lino line 1n0 into lino Slln sum 81.4 l%6 mi Imo Ino, gas Imo MO n7.1 Imo Ixia 1D.1 1m0 Inc. Wln M.5 727 IOLO BL2 1210 Ira➢ ni DOO Me W,a ImA IMO f01] 120.0 Imo 241n min 59.7 BL9 free Imo ]nit line line line time 12" =.a Iro.O line free Irao no I20D Imo 120.0 RM SoOA line MAO 1n0 MO Imo Imo Imo line ]m0 36M xil I0.2 1m0 1i0.0 12MO +ro.0 IISA Im9 Imo 110.0 1m.0 Imo line Me 1HI0 Qln SoAIn 61A 9L7 Ixio IDEA 120.0 1HW IOL9 Imo Im.A Rag In Ixio Ixia Imo Ixio 4aln 5S) 839 IIL4 %.2 1re0 ]t0.o 91.9 line fine SW.9 ImA Imo It40 Imo Imo .1n 51.0 715 10.0 Mi 1n0 110.A MD 1ro.0 Imo 1W6 late =a I M Imo I 24ln R7 Irao ImA 12n0 12A0 Im.O Intl] Imo 1mD 'Me 12AA 1re0 fine me 1m0 ME. m] +]ss line Imo la0.0 IMO line Imo "Am lla0 +at.0 tine line In.O 1m.0 min W4 99.7 =0 IJAB 12MO Iran IW.S line 1m0 120.0 ImA 1200 ]nit inn Ino 421n Riln 3fl5 B).) 117.0 1W.0 R0.0 nA0 %1 line Irao t15A Ino Iat.O TWO line line IBIn SL6 )fl9 105.E m9 1nA 1m.0 n] Some mm0 103.8 INA In.O IBM MO ImA Min &I 711 96.2 83.1 IlQ0 ImA m1 11fl9 ]m0 %9 I line I line 1 1W2 Imo Ixio 24M rain W.i inns ImA IIOA 1201) Im.O ]nit ]240 120D So0.0 Ixio ImA Imo 3mo 1m0 1m0 Irao Ino Mn 1ro.0 time +rob Imo Ixio fine line free =..0 1at.0 INA %In ]ills. 63.1 94A ]]0.0 SW.O Same 1n9 IWO limit 1ma 120.0 ]m.0 1HI0 1m0 Imo MO liln 55.5 93A flf.a 95.9 ]10,0 In.O 91.1 TWO 1m0 IW.S line Imo 11Sfi ]ran Imo "in 49.8 11.) .1 %1 In. 1.A 0.1 tine MD 913 Dan MO ]a1.0 So0.0 Is0.0 His n1n Mi ra.1 no 1%.) fine Iro.O Ina Imo 120A Rao MA R0.0 fine RAl =.a fine limit Im.O Rao lima Sono Ixia Ino line limit 1m0 Ina in. Ixia Dan min tMln W.1 W.3 line ]03.8 Rae 1NA W.0 R0.0 line Son6 IIOA 1n0 ln0 line line INn 52.8 )9.2 n46in. line BLO ImA So0.0 IWA fine Imo 1W.9 ]nit inn 4BIn 473 71.0 9<A 81.8 13m0 In.O m0 life 1m.0 9U line Imo 966 Imo line HE >i..• No. 50705 '.>t / o .4 yl JS ; a P.P. We 1070 TECHNOLOGY DRNE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AIRH. 129296 H HE PC r WDTH2 - J WIDTH1y - II II II II II II II FRAME WIOTH n 2 WIDTN 1WIDTH 2 2 AmAnr TYPO A2 IolMdlom HFxN51ea 2 AMnr TD. A3 BolAnelm1 .10051en 3 ArwiDr Ts AalAntllml (tall side 4 M 02 2 as 3 M 4 a 2 U ] u 4 05 2 D3 3 sH 4 ES 2 l3 3 E4 4 SILLSHO% N. HFAD SIMILAR, II OTY'IMY VARY WINDOW 11 ti WINDOW SEE TABLE I, II SHEET2 FORANCHOR 2,174• O.C. SPACING, 4'MAX. � PRODUCT REVISBO mmmPlyrn83vi101ho Plmda Wildin6 Gfde AcuPlIf III15.0612.08 .1 to °11 Dim Alp/g ray !mil Mienli vdc PlOduel SC 17/21115 INO CHANGE 2Pfian: NCHOR TABLES @ 1/4' SHIM SPACE b: FOREFRONT SYSTEM DETAILS - LM iPs/NOtlel: &Om: 5Nna of SS_3500 NTS 5 OF 10 M J 10/05/12 R 4 A cp0 Y N r Q 3g _ SK CO rc > O U e0 4 z eases 1 m$— :� 0 3 peg O E� � oEe �g m �. z = W U as �Y ------------ ____m__ "oA< t Q J x �a asosF a /n o E to W m w .� & :� O a) &Z � y LLo a) 8Z W m m I- F o� O o 4° 0 & m =c2 w galco eco z y 2y «n a a�oLL >�z m ei z "pllilp/// �a� 11j� 1',^, o _ 2�: y V I <;L`� _ 9V .. z' Y w z wOy €owf ?w�� !Epq ?ao�w o $gyp �1WW y rim€ $i en a wv�i lN-K O y OyF OLL 'm MET �COCN VONOW 0 GN6 uati6QCNdetlOeyea,m«mG66Kn4eo "aaa�aapsaanaaaxa^wasa.�^.��a�aaaa$�aaa�ssaa�ffi axaa-sa all all �gg�ggaax�a��Izagag�a¢��s�a 3 < A�8$6:FRaSRR8a qq mq yymeaxmm� m Ragy. ffiJ ffi�`nffi 5a ffi,m,'k Q.'^,Rffi��£Bam�@a�9�n 3R%R9RR8£Aga^.��^RA9R��9N:R�£��p�a#fwdR�$£R�£S��£w8 Oe��id_2�oSE all h�ffie a r W �ORtt£�RR�RR�R�£Qit�s&RR£��fi�G�Sk P�ftR2�QER%%R�Rtt "WfiRR�R��£��Rfl�R�QRR�#��RR�I.0 RR£�R�SRA�SRR � CB.m«.R �nnm E��£�fi�gg99 nHSnn..n m£RR� ERR#Q£qSgg#�QRRm0433 �nnnnn99mn�nw�n3�9�n5..�5�«nn R99 m#m99 R`R�QRRm°agg� �..w�an'aw ;##��R�ak RXR��¢s9a£fi�#R��R�%82R��R� 3 d�9 9 P�RfiRRQRRk�R�R¢R�OR y' ill III s1B F�RRaRk�kR#��££�#�fi�0rd#�2��k % e aOR all a£dtt��0R5��gk��o��%¢m�9A��9R£��a�� n Sm¢yRRR£R�RwE Ay R9�ti8Pa. RfiRA#�j RRRRRI£R��RRRaR #�RR£R£n�OR1tE#lRl � Owe OR�RIR!£ all RigRR all RRR�RaRRma Rall ��g's $��$�?$ffi tlRI.E«�aaRwamIlRar��BS9sR�a�$G6IFffiR��aA�'J'�FR��^o az ^.�RFa?&ffiffi�ffiffi E « gg x5„ mSR ym R#OStrz�p n:i�an'.inn °;I11 ;°RR�^Rm��RR?Q�aC$Rm:saffim��£��o�� sR��9s�aFffi$�:°Jmak°�Ffiia ag �gnFffint§ffi�ffiaFq$q:9s$ns�$stY �yq ��RgR99�R��RR�R��R'�9�0��58offi�aS�:�sffi 3 h 3��9a R2RRRRRR£#��St aq '4 4�R�¢R0R��R�R III gmmoS 9ti 9�g�ARss§&u��Ra8ffiaeiRR�s2�m��#�eRffim:� qQ Q4mrymnOen gmOn«n w < � a%�deffi�c�$R�'aa�n�nRs„Qs n?effic�manffiaa�R�ffi�ffi wu n^I vi4 nin F$ „[vn a_$�affiaa� ryn« EESSpec__e____e<e____S=ESeee_c_e_____e___ee_____=$eeee_e �;aRffiaaasffi�sRma9a3ffiFaRRaBS98RFRmaFa38CdRRaBa3ffiCARdaBS9ffi TABLE 5: TABLE 6: Window Wall Max lamb 0.11 Anchor SiNdro:(in) Irma wrnmsNm5p1111 rnme Fmm� Andnr A AAK Andi Mdnr Anm.1 K1m6 NGI6M fryG)A' n•A ]wa-0 ryq•0' Y'Tiic Join +e v v v v Win n u is is u uin Is Is is u u Il n 1f 1f 19 B U 41n ]iln 11 U U L IB Lin it v v le is min it u U U fe min it u U v 11 "In +1 11 If a is uin to ]e 11 is v min 16211 u U IB N min 16 fe ]e u 10 nin n 1e v 3 m to is is Nln lain U 3U .112 HIM IB fe LI u n fe 1 fe 1e rAln it 11 16 1 u If a61n 11 11 16 u f0 It 11 v v to 1e 1e MIA M Is v le 1a it u u u 10 16 uin 11 111e le to u nu uW 14 e v is is NM Urn 11 11 is 1e L LM 22 11 Lla is u urn to uin u1 u le uin ]0 6lo ss v +e Is min 10 LI6 m Via 111/e u IB urn B v 3e le fe In 10 la m 1e le min n Ova. to le 1e e}In m 13 fe fe u Yln 01n v v ss v fe Lm uve nue vs v to min II ll v e le 1e 6.SIn 934 9 a m U U min 9 1 9 1 13 u fs Lln U le It 10 16 MIA v e n v le 1e uin L 36 fa u L IA 11 Alin 12 1 1 1 fa +1 ]e Yin 9].ifln If 4 If 4 I'm 11 10 Min 10 1 30 4 11 16 fe 10 min m 4 m 4 L I6 11 s IB min 0 9 E m 4 17219 le In a2 BI v4 v u llln is 10 la 10 to mM is 11 le v 1e urn s ram I' is 12 a v le Is le is u fmv all. 1114 1111 Is Ie u PµODUQ'REVISED um it 4 u 1 11 le fe mc9mplyingw101hp FlmldB• min la 10 uJ fe fe DWIdinO Cade 1 10 to 12l fe is AeupinnmNO/S OYvl2.Og `%' 00 LYNN ''O N'ucCNSF AI Faunae ey: mu: Fadalnn: pimll0n Dalp /8 Miami ode Pmdml CYl rt . Fauaed BP Daty: Fevista2 • ^ No.5W05 '• %r =_ SC W21/15 NO CHANGE � i C fZ, ® 0 ......fAm Dmnn q: -'D � ., ' �7E Jos ; 4 ; JAMB ANCHOR TABLES J ROSOWSKI F E B 00M: .!446 %(OSf''•.<ORIDPG,.^•` �� 1070 TECHNOLOGY DRb N.IiENICE• R 34225 ]me: STOREFRONT SYSTEM DETAILS -LM 10/05/12 S;ONAL `;`G6``` NOH MIS. FLI52 M2T4 5anaa/axeC Smis: Sheet. Oro.inp Na Fw: ALYAWILEF.P.E. SS-3500 NTS 7 OF 10 MD-3500-LM A P.EA IW05 CERT. OF AARH. #29296 Window Wall Max O.C.lamb Anchor Spacing (In) 0/4• MGGI,L-.,I smm swul Frame WltllM1 inmG Ne1M Md�ar ry •A• AuhOr G•e` Mmw 0•F An er T e•C Asia, •F Slln min Min nm IB Y U t0 Ill v u le v v v le 1e J. v nm Ym Lm le 1e 1e fe v 1s fe fe IB +e ss ]e v v 1e Win min nm U 19 l5 le U IS D U IB ]0 ss ]e v u fe um min Ym min v 3e v Ie la +B 1e u to l0 v fe Ie u le ILn min 1s u v 1e 1e 1612 a t6 U le min Win i6 IB ]a IB U U 16 18 ]e i le IB mu rain v 316 v +e Se 1e 1, VIA la v116 u ]e uin mm Ym 111n YM Ie v v u le u u u u le 1e 1e ]e v Is 10 U U ]B ]e um Lin u3 le Ie lc v v3 1a toe le le Win Min nm 113 la 14118 m D 1130 u u3B L 10 u ]e we v u Ills MI. 501n ]a 18 l8 u IB IB IB IB 18 IB Ym VIA Nln v v v fe to Its v v 1e v IS50 IB t] 9 IB 19 Lln mm U50 U 10 a 1B IB n 1e vs n 1e min mtn 11 IB 1I le 1e U 18 13 10 10 Inn NJ. Yin nin 91s1n lB to v 1B v le u U u fe IJI fB 18 le U m +e v e 1s u "In min Win min nin LUI le II UB 11 IS ago v u 1 to ]e m116 +s 111 11 U u via to v u le 1e fI u IB 11 Vast 1n 11 WIndOW Well Maxlamb O.G AnNar Spacng (In) 0/1•Lldmnmwmspl<O fllm3 w1aM1 Hrvnn Nei hl NVMI s•A• Amm�r •B' AMlnr •Y• ArcAa' n•o• AMKI •F Urn au v v v to u +e lB v le 1e Wn nM fe le v v v a fe v to u "In Mtn van v IB v to le me fe v 3e 1e Min um 1fl le 1b 1B fe v 1 u fvn ]e +0 um min Min urn v 1e u u +A U 1e IB 10 IB f0 +e ]0 1E IB +e le m ]e fe Ym WI" lull v v SB v "In (Ain 611n ll l6 Ie 111V16 11 U U IB U116 IB IB U le n U 3B Ulm mm ftlln fe fe v ]0 le fe le le v v Min 411n Yv Min mM f fe a le le n IB U U m uem n usv +0 u IHHI IB IB9/le U 1! lva fe tu1 fe +e San min Ym Imin n fe u v n U IB L IB fe Ie 1e v v fe I:m um ssTla fB v 1e v vu1 fe u]u Ie 1e Lln mm U 1 IB ll 1B IB n fe v v v "In MIA 1H61n fe a +B v u v 1e le +e fe uin ram bin Lln u 1B U le U a 16 fs lB f 16 v le L 1 le ]B 1 u le ISI le IB fB 1 1e 1A Lm mm 361n u 1e le fe u +e le v le fe 1iVB le U IB U alln Yln Lln 1111n IS IB b B U 10 U f/I6 10 U L Y U m 30 U Ie U IS min min uin Win m 10 1B ]e U I0 le 19 a le le le fe fe le Iiln In U 1 18 IS 1 18' IB u ]e 1B le la uM mm Yln iNln fe IB fe v +e Se 1e 1e v u ]e Ie 18 le 10 liln Yln LI I6 1B ]6 1 O 10 ll la ]8 11116 le 10 Window Wall Maxlamb O.C. Anchor5padng (in) IN'Nadmum5Nm51Fae1 Inure WIM Ulms Nel M AMar rypa•A• Amm�r •B' Anm6r Type•L' ANJnI e'n' blNnr rype•C llm min Ym <xln fe +e u v u 16 I6 le u u of le vl u 1e 1e +e )U la ul le m v u Yu imin u u 1a v v Lln min uin lal la 9 larval 93 m v UlUl6 e IB n fe 9s8 930 U 16 IB 111n Min lllln 10 1e le fe le n u 1a ]e min Alin u 916 u 91e u 1e u 1f31 Uf 1 Il 111 18 Sein Lin rYln v iLv aleuslA u m 10 IB m le U 9/u U 10 9 4 914 UI a U m xdln MIA 1mm 1e fa le le 11 10 fe U IB le Min 111n v tall, le tx Iv le u ]e Yt Lm Min 101 a "lull 1s I le v 1e law" my e v le is 9U le 9f 6 v Se u uin MI. f161n u fe fe le fe 16 161e 6 a v 1s ul rain la a u 4 le le fe fvvi6 sswu u via ]e v 191n Lm I1 0 m 11 4 IB ]i low, fdve u a n v min mm Ym 10 le le le u v V. love le u v v u le ]e u nin vtm m 1x n e n le 401n Lm f0 16 m1Vu ss 19 u IB a v s SB I've le Lin A loin le In U u In U3a 1 4 le U 18 Min Alin Idln la f1 1e 10 u ns v ss a la fe It ]1e 11 a16 u u IB xan MI. 1YIn le Ie fe 1e v 16 E ]a I ]e lA Ia Yln alln Ytn la] la IlfUla IB ]1 1B m 1l 16 i 18 L a n w u fe v Window WeIIMId P,A.IAnlho'Q-ntity (UI•M4vimim5Nm5Nfe) f<l:rw Mdlh fltmt X41 AMUI vA•ryp4•a• Mma< prMe1 e'L•rype'D•ryp•R' MJn1 NWe< 24m 3pin )Sin i f 1 1 f 1 1 1 I f Mln S 1 1 1 1 3 1 3 1 1 Mln Hln min f 3 S 2 1 ] 2 1 3 1 • 2 S 1 1 min 1 3 3 3 f l 3 3 1 MT. win Mln I bin 411n min Min 3 1 3 S 3 2 1 ] f 2 1 1 Win 61n 21 4 ] 1 f ] A 3 l 3 3 2 a 3 Min Lin atn Min 3 1 3 2 1 1 min min Hln 1 2 1 1 I 3 S 2 2 3 2 3 1 a min min ntn A 2 a 3 3 3 a s l 3 3 3 Mi. or. of. 1 1 I Min Alin Min l 3 1 3 a 2 a 1 mi. Win 3 2 1 f 2 A 3 1 3 f win lain A 3 a f 3 3 3 ] 3 ) 2.1. um,, Win Min 421n mm 1 4 2 1 2 a 2 2 2 f Min mi a 3 2 2 2 4 I 1 2 3 Min Min A 3 3 1 3 3 a 3 3 Mln 91- 2nln I 1 l 121n min 3 1 1 1 MIN] i 2 3 S 3 'WT.3 mImM n a 1 1 a 1 2 1 2 2 1 3 1 I 3 WindoW Wali MId-PanelMchorquandry IIN•Mml.m.sp-1.) inure Widlh Fmm1 WIN NWa1 I -A• 1F22 Mt " '9' A nI I •C M Y eb' I M M e'F' I INn -T67wIn liln 1Till 1 1 1 1 1 1 Hln Nln IMM a 2 2 3 2 2 4 1 1 1 1 1 Min min 3 1 l ! "in wM Mtn I 1 1 1 1 I 1 4EIn 4817 Hln Min 1 1 1 1 1 3 3 1 3 3 3 1 1 4 ] 3 2 1 Mln 3Nn 361. min M h 1 I 1 l 1 d 1 t 3 1 1 1 1 451n Hln wt. 3 3 1 3 1 3 1 2 3 2 4 1 1 2 2 I'M "In 361n 3 3 1 3 1 t 421n M61n 3 1 1 i at. Hln 3 3 1 2 I 3 1 1 3 3 MIN 1 1 "in 361n 1 E 1 1 1 421n MEN 2 1 1 1 t min mi. 3 1 E 3 1 3 1 2 2 2 min Min Min Min a 1 3 1 1 1 1 4IN .In 2 I 3 3 3 ] 141n 1NIn 1 1 M. win 36M 1 3 1 l I 1 min 48In 1 1 1 a 1 3 SPACED, q.1W SILL SHOWN, Window Wall Mid -Panel Anchor ODentRY (1 /2' M2dliwm 5atm SHfe) emme WIEIh imme Xel6hl p 'A• a e•6• A 1 MNOI p um loin 61n 1]In Mln xln 1 1 1 ] 1 1 1 I 1 1 1 2 ] 1 2 E 1 1 3 2 2 2 Hln NI^ Min 4 1 1 3 1 1 4 4 3 1 1 5 5 4 3 3 6 6 5 A 3 34n Min 31. 181n 3 1 I 1 1 1 1 6 AM tlln ] 1 E 1 1 2 3 E 1 48In Nln ] 3 1 ] I 4 • ] 1 3 Gel. 1 )iln • 1 9 3 i 5 6 A 3 3 6 6 6 4 3 Illn oln Hln Min 1 1 I 1 t 2 2 1 1 1 min min "In Nln M N 3 3 1 1 1 3 3 1 2 2 A A 3 E ] A 4 a 3 3 3 5 1 3 3 6 6 5 4 3 Mln winI min I I 1 2 1 1 61n min MIN win win 1 1 1 1 3 1 3 2 1 3 3 3 1 1 4 4 A A Mln I 5 6 6 272 41n Mr. 3nln 421. 91.MIn 1 1 ms' ] 3 UN min Hln 3 ) 1 4 min 4 4TMI.IN 3 5)Eln 6 6 NOTES: 1) USE THIS SHEET FOR ANCHOR OLIMTITIES LOCATED BETWEEN THE CLUSTERS, ON THE HERO AND SILL. No, 5B705 1070 IECHNOWV DRNE N. VENICE. FL 34275 P.O. BOX 1520 NOKOMIS. FL 34274 CMT. OF A113H. Y39296 min IOEIn f f I f 1 Hln 1 1 3 Min A A 3 3 1 min 1 4 a f Min ] I -I- Nln 3 I 1 1 1 411n 1 2 i 1 1 f min imin l 1 3 Min 4 4 1 2 1 win 1 Min 4 1 f MN MN I 1 42 II41n ] 3 1 2 1 -in mM Nln 1 1 1 1 1 min 1 3 I 1 n Win 1 1 1 1 1 361n I 1 2 min =In I 3 E 1 min f f 2 I f HM 4 4 3 3 2 Win 1 < 3 3 I Min win I 1 1 1 I Mi, 411n I 1 1 1 1 I IRN 3 1 1 min I 3 2 2 1 MI. 4 A 3 2 2 Mtn 1 1 bin I 1 Min 2 2 2 1 3 m31n 2 1 1 min 1 3 1 Hm A 3 3 2 Ell- I 1 1 1 Mil 1 1 1 1 bl min f 1 1 1 I 4iln I f 1 mN 1 1 2 3 1 1 1 bin MI.lmin t 1 1 t 1 i PRODUCTREVISED mmmplYl-ew'IthlMFlafldl 1 x 1 f Ilan mM i 1 I 3 f 3 I i t Didldin9 Cod< Alsip... NoIS O1Di2.•O({ rs<ea<e Br Def<: rsr;alen: enp]mnM Dann ) dg nr MIIM ado PmORlC4rnaol Revised try: D.I. Revgi^¢ SC 7/21/115 NO CHANGE Dee1NPDan: PANEL ANCHOR TABLES worn e2: JROSOWSKI In.: STOREFRONT SYSTEM DETAILS - LM DaW 10/05/12 Sai<%ModO. SS-3500 5<4ie: NTS 5nevl: 6 OF 10 D:unnp No. MD-3500-LM Nen A Window Wall Mullin Capa6ltY IRA Nomlmllunn. Unlelnf.d (OefSTPpesBBE1 Mmmfemtl (61OITy "A&DI Alum. Rllnl. RS.,,Typ.IC&N I Suel Relnl. (OenTypelC&F) FOmeWdiM1FRme14101 Pm0) I Nal-I Po141 I NaW P., 1.1 NM(• I P.101 I HIS• 24m Ain m0 I n.0 n0 I m0 no Ina m.0 I ]me min m0 n0 no nA n0 Moo no Im.O Min am m0 no n0 90.0 MR Imo n0 1m0 no nA no n0 no Imo I n0 11n0 MI. Min no MA n0 nA no Ina I MR Imo m0 m0 m0 WA n0 In0 n0 Imo min 661. "In m0 m0 m0 m0 no 1n.0 no Im0 no 1m0 no Imo no Ina MR Imo late Aln no &IA no nA no imo 9na Imo mN Min m0 no n0 m0 m0 1m0 SOW Un0 MR m0 no n0 n0 Imo n0 1m0 am Min ma mA no m0 MA 1m0 Ala Imo no n0 nA no no In.O n0 I90 mt. min Iao ma soo n6 no 1n0 Ala Imo no mA Ala n.0 n0 In.O n0 Imo Mtn Ain MR Imo Ale imo 900 imo n0 Im.O Mln Mm no W.0 m0 no no 1na no Im.O Alin 36in m0 nA n0 n.0 n0 Ina m0 MR m0 m0 no m.0 no Imo no Imo am Mm no nA m.a 900 no 1m0 no Imo m0 MA no MW no Ino no I= Slln min m0 nA 900 no no Ina no Ina n0 Ina no MR am "inj n0 1n0 no Imo n0 Imo 211n wtnnon.0 noR no mA n0 1m0 Ala Imo Min Mtn nA n0 mA no Imo mU Imo m0 no WA no Ina no Imo Alm MIn n.0 m0 n0 n0 in0 no Imo n1 NA n0 Imo n0 1m0 mi.no minn0 Ina no Mul 1m.0 n0 ]mo minno Ainno 1m0 Imo MIn 91.Isi.n.o n.0 n0 WA m0 MI n0 1m.0 Alin 36in Al.0 n0 mA no Im,O n0 ]m0 n.0 ma n.o n0 Ino 90A ImoAlm Mm mA UA 0.9 no Imo Sao Imo mo n.0 no imo m0911nn0 Im0 n0 Inominno I1no MInno mt.no no imo MIn&IA 1min"A me 90A n0 Imo no ImoMIn m0 no n.a no Ina noWin m0 w gaJ n0 MRA n0 1MR am A.1 A.i m0MmmoMtnMR MInm0 imo mA Imo tm0 Minn0 Ina IF COMBINED WITN STOREFRONT ENTRANCE DOOR (SEE SEPARATE APPROVAL),THE]ESSER DESIGN PRESSURE VALUE OFTHE DOOROR STOREFRONT SYSTEM SHALL 9ETHE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. Window Wall Mullion Capacky (psQ N.W.IIDIm. Urgemlmad (O."T",B&EI UmeNforad (6U..7,MIA&DI AIem.Relnl. (a111TyPO C&R Sleel RAW.. IOw TyP.,W) T...VAdIM1 Fmml Height P01(A) I Neal• P0114) I Nal•I PIN(.) NMI.) P.O.) I Negl•1 24In Irvin no no n0 I no n0 Iwo n0 I Ina Alin 36in m0 MA 87.3 1 mS n0 MR I no I 1m0 as TAA 140 1 ]AA no 1m0 I n0 I 1n0 aim 491n 57.1 mS us 1 64.5 no MIA I n0 I ma n0 =0 n0 I 1b10 Min Min Win n0 Imo n0 Ina me 1000 241. .410 no son n0 90.0 m0 HIM) n0 Ink Mtn min 6S8 11.2 74.2 1 711 no lag n0 1m0 55.5 as as I no n0 imo ma 1m0 am Min m0 Imo Ala In' no Imo no Im.O Mi, Alin 900 Imo no Ino 211n imm m.) ns AA m5 mA IMR n0 Im0 Mtn ]bin m.2 SIA MA MA n0 Iwo m.0 I= AM as I" ".5 m0 =0 mn In. 42In "In m.0 Imo 90.0 Im.O no imo m0 IA.a min min no 1n0 no Moo um 131n mI 623 6]a in, n0 imo n0 imo min min MS 51.6 us MA 90A Ino n0 1m0 Mg A&0 AM MA no Imo m0 Dow A21n Mtn ggm All mA n0 U&5 910 Iona alo nA aim M.2 US as A& m0 imo n.0 MR ALI a.1 I]A VA n0 Imo no Imo all 0.3 n0 11&4 Alm Ts.A MA n0 Im9 IRS MA 1L6 m6 1.m 1391 1&a s" MA S1A Ala 1m0 n0 Ina K7 41.4 AIA 41A no Imo mil imo A.0 MA n0 M1.6 AI MU ml A.9 IMIn MI I51 MI ALI n0 Ina no imo Mm 31.3 36A 2&A MA A.5 111 n0 MU m.T 7I.1 B33 MI 41n at. m5 A.I as MI SF '.- No, 59705 •: T} Y 7A F801 10]0 TECHNOLOGY ORNE PRIO.,%.,;A` N. VENICE. FL ]42]5 CERT. OF AUDI. SC 17/21/15 HE CAPACITY WIDTH2 WIDM 1 II OHT � I II II n n II 11 n � 11 II n II II FMMEWOTH= WIDTH I♦WIOlH2 z t=RE,l4ALUMINUM q FORCEMENTT #19509, 6063-T66063-T6 (NN] G G STEEL 10 REINFORCEMENT #19532, A36 STEEL PRODULTREVISED e0mpl)ingSHNIM1e MmIdA Willing Code APmptenm No FSc612.og UI mtiOn DAe lfl($ n Mlpm md005Cdn"M um.n Br. J ROSOWSKI STOREFRONT SYSTEM DETAILS - LM 110/05/12 1 NTS 1 9 OF 10 A ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE EXTERIOR FORCLARITY, ANCHORPLATE NOTSHOWN HEADERS, CORNERS MAYBE WELLED EXTERIOR r 4,182' .094' •125' ,lr I &RANSOM BASE 019501, 6063-T6 #19502. 6063-T6 IIIIi)��4— 4.75�211 —� (t^y111I� I� too. —+I lt' J �11331' 1.i2P .06r ter J- OALUMINUM 5 FLUSH BEAD REINFORCEMENT 9AE #19509. 6063•T6 #19503. 6063•T6 {{�� 4.182• II ,OBI FLAT .34r O SNAP COVER #19505, 6063 TS L1+- 2.16V --I TI 1.121' .06r7�9 t 653' 4.798• —, .094' i FLUSHBEAD L O ANCHOR 5 7.1/4' CHANNEL #19504,8063-T6 #19531,6063-T6 Item Dw9.tl Dand'uan Mabdal 1 L9501 Frame Head.Jsmb,Slll 90831e Mum. 2 13502 Transom Base 593-l6Almn• 3 1905 Flat Sna Cover 000110 Al.. 4 19509 Aluminum Relnformmenl M-n Alum. S 195M FImbileed 9 16' M-n Alum. 6 U504 whBead 1.1/4' 0053-TB Mm. 7 19531 AncharChennel 4' 0063-nB . 10 19532 Steel Relnfamemenl A09 Slam 30 1052 Set6n Block 316'x7/lVx4•Dure=8S+-5 EPDM 31 1704 IGSettInR Block 316x1.332'x4" Duro=85♦•S EPDM 40 13144 GlOaln Gasket Bead Duro=65a S EPDM 41 19543 Glazim Gasket Glaein Le Dum=SO4 •5 Samopmno 42 911mne Omdbeddi : Dow 791,795, GEM 47 2970 Ed tech l.G.7/19'Su er•5 amr 50 7121f112 fi12xl- 2'HexWasharS[mw Aaembl 5M"Isss5lael 53 7msS 96X 1-5/8"Bu Ie Head Ph. Screw, for 0mad Bead. SIMIOSs W601 No.5B705 1070 TECHNOLOGY DRIVE N. VENICE. FL 34VS P.O. BOX 1529 NOKOMIS. FL 34274 CEO. OF ALRH. B29296 4.750• .188' w.125' STEEL 10 REINFORCEMENT #19532, A36 STEEL PRODUCTREVISED m,e eee mmmNOod. idrku Flom. plalc Attfpltn[e No (5-D612.OB Expimdnn Dmp Zola E Mimi PmdN1 SC 17/21/15 I NO CHANGE I MATERIAL/CORNER DETAILS I J ROSOWSKI I ISTOREFRONT SYSTEM DETAILS - LM 110105/12 1 NTS 1 10 OF 10 A