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HomeMy WebLinkAboutNOA• s \ SCANNED BY MIMIDADE St. Lucie County MIAMI-DARE COUNTY • 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 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOAJ. Fn e c,`A www.miamidade.eov/economv P 70Technolog Dr.GNCEALEDFAS11Ehl�-.PiS !�i ACHMENTS 1070 Technology Drive � �. 7 � ' ' ' D�i• North Venice, FL 34275 . y� ARE THE RE.F' QZ _'L THE SCOPE: y1#.;. CONTRACTOR OFriECORD 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 (AIM. 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-3500-2-LM, titled "Storefront Window System Details - Llv , sheets I through 16 of 16, dated 03/26/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control 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 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 NOAH 15-0612.08 and consists of this page 1 and evidence a � r e;I `- Pg P 1 h approval document mentioned above. ! {I I ':` The submitted documentation was reviewed by Manuel Perez, P.E. �d, �; L. ST. LUCIE COUNTY BUILDING DIVISION NOA No. 16-0505.04 MIAMHJADE COUNTY l,� REVIEWED Expiration Date: January 17,2018 ® IVt.ED gyCo yftNCE Approval Date: June 02, 2016 DATE -s may/ y /' 1 Page 1 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE i ( 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-3500-2-LM, titled "Storefront Window System Details - LM", sheets 1 through 16 of 16, dated 03/23/16, 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. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 06/05/15 and 05/02/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). 1� Mauue/ Pe ez, P.E. Product Cont of miner NOA N . 6.0505.04 Expiration Date: January 17,2018 Approval Date: June 02,2016 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 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 D395B 22 BRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, 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. 1 CI 1. Notice of Acceptance No. 15-0612.08, issued to PGT Industries, Inc. for their Series "SS-3500" Aluminum Storefront System - L.M.I. approved on 07/30/15 and expiring on 01/17/18. Manuel Pe z, .E. Product Control a ner NOA No.16-0505.04 Expiration Date: January17, 2018 Approval Date: June 02, 2016 E-2 GENERAL NOTES: SS-3500 IMPACT -RESISTANT STOREFRONT WINDOW SYSTEM GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 2. SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3. GLAZING TYPE: SEE GLAZING DETAILS ON SHEET 15. 4. DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 B) POSITIVE DESIGN LOADS BASED ON WATER INFILTRATION, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 5. THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 6. INSTALLATION SCREWS & FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. 8. REFERENCES: ELCO ULTRACON & CRETEFLEX NONE, ITW TAPCON NOA; TEST REPORTS FTL.7137, 7208 & 8717 1 ."ICHOR NOTES: 1. FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE 1 ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR SUBSTRATE APPLICATIONS SEE TABLE I ON THIS SHEET. 3. WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-12'THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1.12' THICK OR GREATER IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH 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. 5, METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT, MAX 114" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30k FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, INSTRUCTIONS: 1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE ]STANDARD. THE PRODUCT'S DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. DETERMINE THE ANCHOR TYPE FROM TABLE I, SHEET I. DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2, SHEET 4. JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 & 6, SHEETS 7 & 8 AND HAVE BEEN CALCULATED FOR THE PRODUCTS MAXIMUM DP. 5. MID -PANEL ANCHOR QUANTITIES ARE GIVEN IN TABLES 7 & 6, SHEETS 9 & 10 AND HAVE BEEN CALCULATED FOR THE PRODUCTS MAXIMUM OP. S. IF THE STOREFRONT WINDOW 15 ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION: A) DETERMINE THE MULLION DESIGN PRESSURE FROM TABLE 9, SHEET 11. B) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO MULLION CLUSTER ANCHORAGE FROM TABLES 3 OR 4, SHEETS 54i BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS REQUIRED TO ATTAIN THE REQUIRED DESIGN PRESSURE. 7. THE LOWEST DESIGN PRESSURE FROM 3 & 6 ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY. 8. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. TABLE 1: Gmup Anchor Substrate NO. Edge Min. Min. O.C. Distanw Embedment Distance A 461 a .. Ba4 ern Pae 1' 14W 1' N05&SMS (GSj (SWQ55) mm' 5NOI- ' M6" 11Y' YB' 04Sfala (b125'd.Ibkkn.$) e 4f0 SSSMS(GS) Sea, A06' 316' 118' &a- 01/2SMn.NkYncs) Caxrae (min ZWksl) xl1 141W 3' GfOM-Rme OJU, U'STM Cm) 311T 13'4' 4' 11C Eko Ullremn O ummml;mu. 2-lir 1.ve 6' (ASTM G9O) 11"Eko410ES ulgo wwu, 2.10 1-W' 6' DdIF!" (ASTIJ coo) 511wa. Law. unawwwu "m C90) &IV Imr v IlrU. 410 Cxm. 241T 14v 3' &S. 0116R. (mh 3.351a) D C01vme 11m' 2' 3• S16'Ek W.(nun 3.52 ksi GrO OWN C90) Q1U, 24W 2.V4' S' Slag tlunDa GmaMe Imh 3ks0 E IIW Tmcm Ulpa4e0 CMU, 3' (A&114 G90) STANDARDS USED -2014 FLORIDA BUILDING CODE (MC), STH EDITION -ANSU F&PAN9 -ALUMINUM DESIGN 2FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL AOM301D -AI54S700-0T/&2-2010 'pCENsp'•. FP .� O , TC= w 1070 TECHNOLOGY EI6 '.w: ,L; N. PENILE, R.FL D275 ;•IOF.ID^: P.O. 1529 NOHOMIS. S, F FL 342 312]1 P.E. CERT, OF -BOTH. #29296 .tNIM/1a1kR IMPACTRATING RATED FOR LARGE &SMALL MISSILE IMPACT RESISTANCE - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY FOR STEEL STUDS, MIN. FU-45 KSI & MIN. FY-33 KSI. 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES ARE ALLOWED. IWSHIM. TABLE6.:....... 10 LIST, TABLE 10................... __.__....... -._............. ... 16 PRODUCTREVISED v mmelYl^B wily 0v FI W a- D---macs,. Am;�mNe G• S DM, Di- Oy Afum' DmermAsf GENERAL NOTES J ROSOWSKI STOREFRONT WINDOW SYSTEM DETAILS - LMI 03/23/16 1 NTS 1 OF 16 PD SEETABLES SEE TABLES] SEE TABLES SEETABLES] SEETABLES SEETABLEST SEE 3&4FOR 98 FOR 3&4FOR &SFOR 384FOR 88FOR STOREFRONT CLUSTER MID�JUIEL CLUSTER MID'PANEL CLUSTER MIDFANEL DOOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVAL FOR QUANTITIES QUANTITY QU MIIITIES OUATITIES WAINTTTY N SPECIFICATIONS %i-i-i�iti IQUANTITY (T ri Ti1 i-i. r-t, -- ---J -- fl ---- --- ---- --- ---- ---- --- i --- / MIN 6'LENOD7 OF ANCHORCHANNEL, MAX. O.C. I / PART k&, RED. AT ALL ANCHOR LOCATIONS IN- NUT B BOLT,1L-----'--------- INCURVEDHEADER. REINFORCEMET24•FROM EACH END —-------------- SEETABLEB AND 24• MAXo.c. r____________ __ MU MO HORQrc ONTAL I I 1144' MAX. FRAME HEIGHT W (DOOR MAY UMIT MA% HEIGHTSEE SEPARATE APPROVAL) O I SEE III ON TABLES888 Z IL y ATTACHED U V m J STOREFRONT 1 I SEE SEPARATE APPROVAL FOR SPECIFICATIONS L ---- &MNC __ __ ___ __ ___ __ __ __ ___ __ __ L_ I J L___ J �. J L____ I L I l___ 1 I L_ J I 1.-__ I J 1 1]]B'MA%. . 1- __J �- _J 1 T ___- -__------ B'MAX --� Fes------ SEE TABLES] S3&4FOES SEE TABLES) S3&4FOES 9EE TABLES] S3&4FOES SEETABLEST SEE 88 FOR 3&4FOR eeFOR BBFOR 3&4FOR 88FOR STOREFRONT MID~EANCHOR =STER CLUSTER CLUSTER DOOR ANCHOR ANCHOCLUSTER ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APClRCVIK)N QUANTITY QUANTITIES QDANTRY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFlCATON9 TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF CURVED HEADER, HORIZONTAL MULLION & STOREFRONT DOOR NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL,(STOREFRONT ENTRANCE DOOR, MAO LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE V=E OF ANY ASSEMBLY OR THE STOREFRONT W WDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SDES. 3, SEE SHEET 4 FOR DAYUGHT OPENING(DLO)FORMULAS. SEETABLEST SEETABLES SEE TABLES] SEE TABLES SEETASIEST SEETABLES SEETABLEST SEETABLES &8FOR 3 & 4 FOR &8FOR 3&4FOR &8 FOR 3&4FOR &8 FOR 3&4FOR MIO-PANEL CLUSTER MID.PANEL CLUSTER MIO ANEL CLUSTER MID.PANEL CLUSTER BEE TABIEST ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR &BFOR QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES S•MAX �NB• MAX I •,.._,.... ANCHOR QUANTITY � 11 I I I I ----�r ter-- 11 1 1 1 1 I I ----� T 114•NUT &BOLT, jli — --- -- - _ _ --- — ---- I 24N FROM EACH END AND 24• MAX O.C. T ATTACHED WINOOW. BE SEPARATE LAX TAME IG IOHT APPROVAL FOR SPECIFICATIONS / / 24- SEE O.C. SPACING ON TABLES 5 & 8 ATTACHED FTAC LOVER. SEE SEPARATE MAX IF 1_ REINFORCEMENT APPROVALFOR SPECIFICATION I �- - -- -- SEE TABLES SEE O.C. 7zzztzzzzz=�Z4 zzzzz --------'_� - ---- SPACING ON TABLE3666 NNEEWALL .L -J — ---T-7— BY 6-MAX -- --- -- -- --- --- -- -- OTHERS 3Tl8' MAX L J L__ ___J L _J L____ ___J L _J l___I II___J B•MAK �I Imo----- ----"'-- ------- ------ &SPQR ]&4 FOR &SFOR 3&4FOR &8 FOR 3&4FOR &8FOR CLUSTERANCHOR Ml"ANEL CLUSTER Ml"ANEL CLUSTER MID$ANEL CLUSTER MID -PANEL QUANTITIES(SPMT ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR BETWEEN ADJOINWG QUANTITY QUANTITIES QUANTITY QUANTITIES OUANTTTY QUANTITIES QUANTITY WWDOWS) NOTES: 1. IF COMBINED WITH ANOTHERASSEMBLYWTHASEPARATE APPROVA (STOREFRONT ENTRANCE DOOR. PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEETABLESFORMAXIMUMAULUMDSRES. 3. AMINO WINDOW INSERT SHOWN BUT MAY BE ANY APPROVED POTWINDOW WITHAPIANGEDFRAME. 4. BEE SHEET 4 FOR DAYLIGHT OPENING(DUO)FORMULAS. S. MULTIPLE INSERTS WITHIN THE SAME STOREFRONT WINDOW ALLOWED. TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF WINDOW INSERT, PTAC INSERT, KNEEWALL & ANGLED HEADER 6' MAX - 3-TIS' MAX &. C EE TABLES T &8 FOR MID -PANEL ANCHOR QUANTITY Nc E MN O 0 elaYl r N N � J CD � n n J N W L� Wti xy }a Z mo m n� pSO�z Q p Z 0 LL 0 m Z ® F— m ~ Z 0 Q ISO); Yo � LW 0w to ; L4NN 14, .',.. oce 5: u V% 'rq,;in lN� A LYNN MUM M ARLP I - Ghee Typ88 A Lunt 1N'A .OBp a 11,11 B I '11YXB.6 PYB,+YNS c Lan. 1N'HS, .OW'86, 111'HB - D Lan 10: vrA..OW BD 1N•A ARSP C0 V' GP D Lan 10: l4•Ne .Opp PVB 1Il-Ns AYtSPADB 114R GP :V'I .. 0. 4T { SEE SHEET 15 FOR FULLGLASS DESCRIPTIONS F yf Jf CEO NE I CENTERLNE I I I dew DP. (H-0Op & Metlmum Sim Glass DP, (+Fpsl) & Masimm Sim C4k4fG)I WAO F. 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W.0 w.0 Iwo wa W.D IwA no w.D ma W.0 tmo w 42• WO no tm0 W. W.a 2 1m0 +20.0 no no Imo W0 W.0 1m.0 m' 1m0 120.0 WO W.0 Im0 wD No Ina 47 40• b• Ile 44Ile wive w11v will' w+llr w114• w+14• W-1W b' b- FF5 6 a 00 � lwo +W.o W o wD Imo wo no Ina �- FRAME VADTH FRAME yApTH I3r DLO(DAYLIGHTOPENING)FORMUWS: FRAMEWIDTH.&IW-DLOYoCW FRAME HEIGHT-}ITC=DLO HEIGIR CENTERLINE WIDTH-3Y4'�DLO WIDTH CENTERMNEHEIGHT-33'4•=DLOHEIGHT I CENTERLINE YADTH-2-iN'=GLASS NADTH CENTERLINE HEIGHT-2-1/4•n GLASS HEIGHT FRAME YAOTN-4'u GlA55 WDiH FRAMEHEIGHT-C-GLASSHEIGHT.4y(( NOTES: f. IF COMBINED WRH ANOTHER ASSEMBLY WRNASEPPFIATE APPROVAL. (STOREFRONT ENTRANCE DOOR, MAC LOUVER OR WINDDW INSERT)THE LESSER DESIGN PRESSURE VALUEOFANYASSEMBLYORTHESTOREFRONTWINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENNRE SYSTEM. 2 DLOnDAYLIGHTOPEMNG 3. SEE SHEST 15 FOR DESCRIPTONSOF OIASSTYPES. w t EP M ezA w0 B20 A 1ID.0 2Y W' tID' m1N• 2&114• JStl4• J61 r 441/1• w1N• w1N• w0 w.a lm0 W. 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BOX , FL NOKOMIS, FL 34274 b;=_V;; r'N *g -'-_ cERT.OF AuiH.9ze298 (941}430.1600 $� TABLE 3 & J ROSOWSKI Fyn 'p $ 39 STOREFRONT WINDOW SYSTEM DETAILS - LM SS-3500 „ NTS' 5 OF 16 0= MD-3600-2-LM g 03f23116 O+P NOUN 4 Sba�omse sGRA�@e$ zr n a ivmm��yy `9<mm � o i o N yymy 9i'Km n2 D �\� �p mSn m� nm�n OC' dam � E �zI �y v8&9 (L�uBe=PoeeKpm5e4muukY9yyYy.°�L�BCamotP,a_ r�M 4 ®u9BaB��osopaby pJ_bSep5agso&Xm:.Ggbe$0oo�•!�',%,4 aa.P0�o6b'9m'vOeg8BBu0yv6_mma'ab4:0o•t:'..''�. :09 v7em�b�Noo6�a�4.aY'f'�RmeoSas>e$�s@$9 6@eEBmapp6iaop/m.�0'[.4BaBbSoe6eoao?ki9:9a��m�,�m�bamle+ti, rN'+aFqs>�9eae'asevoqaCB��Y§�bA+Y[[Pgmeeaa` "q, ("seebBoa9o�eq$Eoo�Buea� �,rueb6C3�zeOpe6e�eoe%mTYoBY�m3®'�rGaoewa6�%. y �q`�B'uoo?eoOp6�5oR�6-aa�+�+�S9au��cYeqJ(yy,`` �a$,yyy{Be��poe4:o40mYo&��eA�a�� �_R�fyybLeePweeevk?op��m�:mdg;io"oe.�q,1���.R��Pb�-B�.B�oo&bag8,lCQp6m,y�GgBrd�ebeI �'� i%�pmPm0�a�0woggmgP���R��pgmC�[�o6�eb6++'3'.'; 11 .y�bBmP���(+5vRC:�Y�ap�L_���oe6jI$•!! 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VENICE, FL 34275 RO. BOX 1529 q NOKOMIS, R. 34274 (941)480-1500 0 gJ ROSOWSKI S%. .....' STOREFRONT WINDOW SYSTEM DETAILS - LM .•,,,,SS-3500 °NTS<6OFMD0-2-LM0/23/ d as - a - _ _ _ _ im ___ __ Wam ____ — Wpm m� W�mgm ss > c y aaaa-ma�a �aw9--�aW,a aWaaaw 4w$'w'wW a�w,a4-agaWa'W'W aWW'ww�,wa ;WW'Wwwm�a�sp� Po —R ,m -� �� mmmW ����s aawre4 aa9a9 9'w�Wa �Wa;ga 'wWw'wreW4 m��W�,WaW'�aaaaa '���$ WWWW. WWWW WWWW WWWWW WWWWm mWWWWW WWWW9 WWWWWWWWWWWWWW WWWWWWW WWWWWW'W,��.v g� � P �((yggy R�99 R^!^i �! R9%m— mR%R4 RW9%4W W^dm ^!� �W99R94 9%W'9 °1WW'RWWRW%�t4 9m%W9�mWA�SE� ii Q ivi4 _m WWWW WWWWW WWWWW WW WWW WWWWW WWWWWW WWWW WWWWWWWWWWW ------ WWWWWW --- W$ G a� 4 W44 RRR4 R%W%9 _�4R RW4RW� �1R9W94_RR9RR4����W9�R W9WRWWRW W^1R9W9W�Sgg�p r = 2r �; ym ?m Vy r��cl � m o= � \� IN II \� �J TECHNOLOGY1070DRIVE 7N. VENICE. FL 34275 P.O. BOXX1529 1529 ® NOKOMIS, FL 34274 mir.oFwm. a,zee (941}480-1600 TABLE 5 e J ROSOWSKI STOREFRONT WINDOW SYSTEM DETAILS - LM SS-3500 1 � NITS I.sI 7 OF 16 1o"j MD-3500-2-LM BLEBIVFFFFr— PRODUCFREVI rswmplylogwiN Om GIvNB DWla;oe� m fb•050 �p¢ Aw[plBnU tlo fB CENTERLINE = FRAME _ "F C I Oats WIDTHI WIDTH By .M DehlwOtB FRAMEWBOTI —; 6'MA%. ?eay r > N I 0 G / (n L F ❑ .1Po OPT ONA SEE TABLE G. HORMW& 71 J THIS SHEET MULLION tM J K J C O h Q CD FRAME O N N O m HEIGH Zli -o g W N [3 L7 X N y n«0 mo } to L 0 y �Z C,Z .. $i LL 6'MA%, r- ❑ m CENTERLINE --I Z l�•15 w�, E GFa ❑ JAMB ANCHOR IB LL O SPACING D J LL• M F fA N N wu=.=0 .. l=1 �Orl]Oi .. c Tlf: No. 58105 h'S inlrnn ALVNNMII1flLP.E PEJI6BT03 JBIro Archvspetl+g snBn mcBmB=I? 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IFCOMBNED WTMANOTHERASSEMBLY WRHASEPARATEAPPROVAL, (STOREFRONT ENTRANCE DOOR. PTAC LOWER OR WINDOW INSERT) TIE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SMALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM I 4.TSr /.TS1' 1 IIIL� tow OALUMINUM 8STEEL REINFORCEMENT REINFORCEMENT OPTIONAL -HOWZOW& MULLION NOTES: 1. IFCOMBNED WTMANOTHERASSEMBLY WRHASEPARATEAPPROVAL, (STOREFRONT ENTRANCE DOOR. PTAC LOWER OR WINDOW INSERT) TIE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SMALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM APPROVED MULLION, DETAIL D - DETAIL Al DETAIL B DETAIL C ALUMINUM, UMINU ,SMES FRAMINGEETASUE ORSTETI. STOREFRONT INTOMARONRY MILLION il4•NUTq SOLT.24•MAC WTOMETAL VMIDOWTODOOR EMBEDMENT S REINFORCEMENTIMORDIO REQUIRED, SEE TABLE B 70 FROMEACHENDANLIWMAx 1L4, O.C. TYP. ANCHORTYPE, —i- j- V"UT A BOLT, 24' • OPTIONAL EMBEDMENTAND S i T---- MAX. FROM EACH EDGE GIST. Y . S DEAD EDGE DISTANCE PER EDGEDIST. ENDAND24•MAKO.C. 5 SUSSTRATE,SEE -1• 40 OPTIONAL TABLE 1, MEET 1. T fP. ANCHOR TYPE, EMBEDMENTAND IlUAI10 GLA59 Y gTTACHEO EDGE DISTANCE PER STOREFRONT SUBSTRATE,SEE ,;• j DOOR, I TABLE I, SHEET I. I '• �1SEESEPARATE ,N---_---- I APPROVAL FOR CONCRETE/CMU FF��ppVV11 SPECIFICATIONS PERANCHOR REQUIREMENT •• •' I DAYUGHTOPENINGWOTH 42 EXTERIOR 41 I J 2 EXTERIOR ' ' EXTERIOR .., ID 1 � FRAME WIDTH 1 n __ ______� d�________y I1 Iw MAULSHIM DADE APPROVED MULLION, R IC COMPLIANT EMBEDMENT I-'- IX MOD BUCKBTWP.9EE ALUMWUMISTEEL FRAMING OR STEEL MO. NOTE2,1`4I95HEET. MAYBE VERTICALORHORD'.ONTALSEE SUBSTRATE PROPERTIES. TABLE I, MEET DETAIL E EDGE DIsr.' ' J DETAIL A2 THRU IX WOOD STOREFRONT_ DOW TO TAANSOIA INSTALLATION NOTES: INTOMAAONRY 1. USE ONLY SUBSTRATE APPROPRIATEANCHORS, --- - ATTACHED—� - 1 FOLLOW EMBEDMENT, EDGE DISTANCE AND TYP. ANCHORTYPE, EMBEDIVENTAND s- I STOREFRONT SUBSTRATE REQUIREMENTS PER TABLE 1. MEET 1. ANY INSTALLATION OPTION MOM MAYBE EDGE DISTANCE PER I flv-'-il DOORTWWSOM.I USED ON ANYSOB OFTHE WINDOW. ALLANCHOR SUBSTRATE, BEE • ' 1/4'NUTS BOLT, 2A'MA%. SEE SEPARATE gpPROVALFOR HEAD TYPES ARE ALLOWED, TABLE I, SHEET I. FROM TOP OF FRAME, REQUIREDFORTRANSOM 11 II II n SPECIFICATIONS II 9 2 ALL WOOD BUCKS LEM THAN 4VC THICKARE TO '• HEIGHTS OVER M 11V li I' I BE CONSIOEAE01%WSTALlATI0N9.1%W000 CONCRETEICMII •• (SEE SEPARATE APPROVAL( I e��-_� BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED PERETIMMU EXTERIOR II 4N II DIRECTLYTOSUBSTRATE. WOOD SUCKS DEPICTED AS 2%ARE 1.1R'THICKORGRFATFA.1% REQUIRfMENT�-' III __ I I I IIIlI AND 2%BUCKS (WHEN USED) WALL ICE DESIGNED ' II TO PROPERLYTRANSFERLOADS TOWS STRUCTUROD BUCK DESIGN AND E.WOINSTALLAMONISTHERESPONSIBILRYOFTHE 12'MAX. SHIM EXTERIOR I -�i1 ��----J ENGINEERORARCHITECTOFRECORD. MAXIMUM EMBEDMENT ________ SHIM THICKNESS TO BE AS REQU9 DBY TABLES - YB, SHEETS 6ID PRODUCio,m6 D re cldh,, CagwiCl Ox FbM+��, - EDGE msT. DETAIL A3 a� P •O . INro 2%woo0 .,". :. �'( rT amsee 9y: Dace: aa,;aw�: BY TYP.ANTANCEPPE, .:''Z'." CE:IS'; •..ia i� J Mi DeAehoAcl EMBEDMENTMD EDOESSWATE.PER .S\•' '. dt �' ae.+see try: Dab: an%Ion: TE. SEE TABLE 1, SHEET 1. ABLE 1. - , - � ,,��� ® DunlPuan; ma.n zx MOD 9ucK =:•v `'.C�' 1 l WSW', �J HORIZONTAL X-SECTION J ROSOWSKI OR FRAMING = 11"•. SW EXTERIOR o�� TLOR,Or:' L� ;` 10)0 TECHNOLOGY DRIVE Vile;wL: N. VENICE, FL 342)5 STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16 1n' MA%.9HIM JV` • �S rv,a .i1Q: ,L. .(• '� P.O. SOX 1529 NOKOMIS, FL 34274 Serlea/uoeal: Scale: SneeF V.." No. Rer. ALYHH�dIFR PE CERT. OF AVTM. 829296 SS�500 NTS 12 OF 16 MD-3500-2-LM P.f:19I105 DETAIL F1 DETAIL F2 DETAIL F3 THDETAIL F4 RU1XWO D INTO WOOD INTO MASONRY INTO METAL CONCRETEICMU PER INTO MASONRY DADE APPROVED MULLION, RC COMPLIANT ANCHOR REQUIREMENT ALUMINUWSTEEL FRAMINGOR STEEL STUD. 2XWOODBUCKSTRIP CONCRETFA:MU EDGE MAY BE VERTICAL OR HORMONTA SEE 1XWOODBUCKSTRIP.SEE �1 DISTANCE ORFRAMING.SEE PERANCHOR 7 DISTANCE I� SUBSTRATE PROPERTIES. TABLE I, MEET NOTE2,THISSHEEf. ANCHORNOTE3, EDGE REQUIREMENT • - L SMEET1 DISTANCE EDGE DISTANCE . p . MENT I 1Or P 1 • ' ••' • . • •. 1•• • • •,_ EMBEOMEM 1 R EMBEDMENT p EMBEDMENT J I MAXM L— EXTERIOR a DAYLIGHT OPENING HEIGHT 1rs' J MAX EXTERIOR a TYP.ANCHORTYPE, IS BEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. TYP. ANCHOR TYPE• EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1rs• -j J L MAX MA. EXTERIOR EXTERIOR a TYP. ANCHORTYPE. a EDGE INSTALUTIONNOTES. DISTANCEPERSUBSTRATE,RIZ TABLE I, SHEET 1. DISTANCENGTHSEE 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOWEMBEDMENT, EDGE DISTANCE AND ME ON SUBSTRATE REQUIREMENTS PER TABLE 1, SHEETHEIGHT t6DETAIL EMBEDMENT 1. ANY INSTALLATION OPTION SHOWN MAY DEMULLIONUSED ON MY SIDE OF THE WINDOW.ALL ANCHORHEADTYPESAREALLOWED. 1rs 2. ALLWOOD BUCKS LESS THAN I-Irs'THICK ARE TO 2 4-LENGTH! ANCHOR BE CONSIDERED IX INSTALLATIONS IX WOOD jz B CHANNELATINSTA TION BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED ANCHORS.SEEBHEETI OIRECTLYTOSUSSTMTE. WOODSUCKS OPTIONAL FORREOUlREDLOCATIONS DEPICTED AS 2X ARE 1•irs' THICKOR GREATER., iX EXT RIOR AND 2X BUCKS OMEN USED) SHALLBE DESIGNED LAM) IG 7 ALSO SEE FIGURE I BELOW. TOPROPERLYTRANSFERLOADSTOTHE GU155 TYP.ACHORTYPE, EMSEDMENTAD STRUCTURE.V=D BUCK DESIGN AND EDGE DISTANCE PER R Xl1 BUGLEJHEAD 51 EMS. 1.1rs• FROM EACH INSTALLATION ISTHE RESPONSIBILT'OFTHE ENGINEER ORARCHITECT OF RECORD. MAXIMUM 41 SUBSTRATE. SEE END&1&1rs'MAX.O.C. SHIM THICKNESS TO BE AS REQUIRED BY TABLES 31 TABLE 1, SHEET 1, 3A, SHEETS 510. TYP. ANCHOR TYPE. EMBEOMENTANDEDGE DETAIL I PRODUCTREVISED REQUIREDAT CURVED HEADER 'Plep ullh me FlmMa 3 EACHANCHOR OwldMmp CPEe 5� LOCATION FIGURE I: qP oN° trs'MAX SHIM REMOVE 'I '``' YR,N 4y� Rwivee DY: D9e: Rentian: M y L tml, B aCi: ,•.'ENSS" ;cP �. M' On1elmeual ' �• � �Y ,' '.\C 4 �� Reuse By: Dale: Revblon: • e EMBEDMENT�\ C �F .10. 34705 >. �_ • : , yTJ ITV/1'TJ _ J' DeERTI: Drawn p e • �4�� - c �'',C( �f ® VERTICAL X SECTION J ROSOWSKI CONLRETE.CMU PER • ,�• EDGE =P, � 1070 TECHNOLOGY DRIVE Lib: Dale: ANCHOR REQUIREMENT DIST. PARTSASA00MAYALSOBE '�T "•. FLOR\�!''' C2. N. VENICE. R 3A2T5 STOREFRONT WINDOW SYSTEM DETAILS -LM 03/23/16 DETAILH USED IF FIELD -MODIFIED /S ''•;cSgl;�a`-Ee;•' „P.O. BOX 1529 INTO MASONRY SHOWNADOW. •l,A• Sertaa/Noeel: Saolm SM1eel; Daa.inq No. Rev: A LttP)IIIyFp, P.E 34274 CERT. OF AM. /29296 SS-3500 NTS 13 OF 16 MD-3500-2-LM PE w 9t WOOD BUCKSTRIP OR lMr NGTb BOLT,3d• MAX FROM EACH END ANDIZV MA)(O.C. EDGE DISTANCE DETAIL J f VV PTACLOUVERBWINOOWINSERTNOTES: c EMBEDMENT PTAC INSERT 1. REFER WNBEPPAATEWINDOWAPPNOVM FOR ALL Lr WNDOWINSERT REpUIREMEMSANO INSTALLATION. 10 mDl.+'�erilD DSFbtln REFERTO PTAC LOUVER 2 AMINO WINDOW INSERTSHOYM BUT MAY MANY MAX 1.730' DETAIL1"'0 ,n?. -;:•� I --APPROVAL FOR LOUVER APPROVEDPWYANDOWWRHAFLANGEDFNMIE. WWD=!NSERT 1.0.1 •Dme 20!$ INSTALLATION REQUIREMENTS 3. REFER TO PTAC LOUVER APPROVAL FOR ALL PTAC •-,� LOUVER REQUIREMENTS AND INSTALLATION. It/. ti` I d. IFCOMBTEAPPRTIAHOTHERASSELIBLYWTMA -_ I IF✓�I I; INSER)TEUROVAI,(PTACLOUVEROV&UEW �; _ ;; P(iTF4W0EDWMDOW INSERTSEM LYORTHESIGNPREONTWNDGW OF SEPARATE EPARA APPROVAL RTO AHYPESEMEDESIGNERESSURE FOR OW lW �`I SSTALLAEON REQUIREMENTS tp +}, II SYSTEM. THE DESIGN PRESSURE FOR THE ENTIRE INSTALLATION REQUIREMENTS 1' PTAC LOIIVERREFER TO L,•" -"'• SYSTEM. 'n'a - SEPARATEAPPROVAL FOR T-, II {�}! eL.• $�V 'ISTALLATION REQVIREMENT6 I I INSTALLATION NOT(:S I iBl jII�P III ❑ m0 USEOWEMBE6TRATEEDGE DISTANCE AN IDR$. .11-.1llG �� a Q eyq SUBSTREMBEOMENT,EDOEDISTANCEAI. I� REMOVEOLA3INO LEG AS REQUIRED FOR PTAC SUBSTRATE REQUIREMENTS PERTABLE 1. SHEET I; ,� I 1. ANY INSTALLATION OPTION SHDWN MY BE 1? . ;" r EXTERIOR i if4, f LOUVER INSTALLATION USED ONANY SIDE OF THE WINDOW. ALL ANCHOR 71 /Y~' HEAOTYPEBAREALLOWEO. �"'' 1 `•"� 1. ALL WOOD BUCKS LESSTHPN I-1?THICKARE TO J ! % i/d•NUTBBOLT.2d' >'n BE CONSIDERED IX INSTALLATIONS. IX WOOD �..; --_-� � I MAX. FROM D 2'4 H O � ❑ BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED ---- y; ENO AND 3d•MAX O.C. 0 Q 3 1.]SO' 1/!'MA,,DIRECTLYTO SUBSTRATE. WOOD BUCKS �X"'- "11 _ Zry W SHIM DEPICTEDASUAREIAWTHICKORGREATERAX Xyj ANDUBUCKS(MIDIUSED)SHALLSEDESIGNED TOPROPERLYTRANSFERLOADSTOTHE EXTERIOR 1 DETAIL �z $o } STRUCTURE. WOOD BUCK DESIGN AND a WINDOW wSERT Y y DETAIL K INSTALIATIONISTHERESPONSISRITYOFTHE o 0 > LL EMBEDMENT ENGINEER OR ARCHITECT OF RECORD. MAXIMUM S 2 0.2 PTACINSERT SHIM THICKNESS TO BE AS REQUIRED BYTABLES O 3dl, SHEETS S•10. 2 ❑ CONCRETEICMU PER + ' �• EDGE J Z l0) ANCHOR REQUIREMENT DIST. ® F- Q 1 PGTFLANGEDWINDOW 2 S 1/d'NUTd BOLT, 3d' I!d'NUTB BOLT , 24' REFER TO SEPARATE 1 p F' W ID MAX.FROMEACHEND 2 MAX FROM EACH END APPROVAL FOR r W w AND IMP MA)( O.C. AND Rd' MAX O.C. INSTALLATION ;5 REQUIREMENTS ttt���� CO ❑ N Z F— REMOVEGIAZINGIEOAS REQUIRED FOR PTAC LOUVER INSTPLlAT10_N „ I -�,.- _ --c::r:=::::_--------- --------- 1ST__ b6v> J..% `'•a 5!-_re _ Q S.r i LL ^•. PTAC LOUVER, REFERTO EXTERIOR .T.jT.. GP.� DETAIL L DETAIL M DETAIL P L_REMOVEG ALNGLEG DETAIL O j;'... SEPARATEAPPROVALFOR OWNDOWINSERT ., I't03�0•' •6'- PTACWSERT INSTALLATION REQUIREMENTS FTACINSERT WNGow LSERT YAN%1W INSERT '•, (�'V i/` „ A LVNN MRLER PE PE.p 5870 B/10'1-AMINATED iM'ANNEALED GLASS STACK J L_ 9110'LAMUTATED "..T.GLASS STACK STRENGTHENEDJ'M� ^ GLASSHEAT- EDSTRENGTHENED 42GLASS 3/4' GLA58 l\ STRUCNRAL-i�y� yam' SIUC:CL `Yy`JIjVII]n— W1S'N0M FOAM WTH DESICCANT GLASS TYPE A GLASS TYPE B EKT. GLASS \_EXT. GLASS m gKIDDISPACE® 4SG TPS 37 SUPER SPACER® NXTD O m U) o td/16'I.G. O 2Nw J B/18'LAMINATED GLASS STACK I ` B/16'IAMINATEO GLASS STACK ALUMINUM 1/4'HEAT- I GLASS STACK 1/c•ANNFALED REINFORCEMENT POLYISO- DESICCANTFUAREA ' J STRENGTHENED 1n N G GLASS 7/1WARSPACE BUfYLENE W1 N0M ••ero J 1/4'HEAT- .030'8GP i1//4�4MPERED SI16'NOM. SEAL SILICONE SEAL YID. < C] .OD3'6GP SIRHEATHENEO BUfYL6 ROLL -FORMED (:1 Ly A N 42 GLASS j OEBICFCAAM SiAMLE59 STEEL Lei - 0 d 314, Bh S 41 40 BITE GLASS 41 40 W.GLASS Z 1iJ' 0 (L w W INT. GLASS LLL LLV1M� V X N d y axa 30 31 q7 F LZj1 m O �' m GO GLASS TYPE C GLASS TYPE D EXT. GLASS EKT,GLASS o z m z p QDURASEA& SPACER 3B XL EDGE"' SPACER V o � Z 1-316'I,0. 13116'I.0. N WISE LAM—INATEO GLASS TACK H L��I GLASS STACK 9/16'LAMINATED 6 �..JI�L,.�� G SSTACK I GLASS STACK I O 0 0 1/4'HEAT- 1/4'HEAT- STRENG aL�ASS i/18'AIRSPACE STRENGTHENED i/1WAWPACE o Z W N .OBPPYB 1/4'TEMPERED .080'SGP 1/4'TEMPEREO [[[q--- w L? - GLASS GLASS U O (n 42 42 U N n 3M-GIASS 3/4'GLASS BFfE 41 40 BITE 41 40 Afi 31 qT 31 47 j.C`L°GENuE �(F.r . GLASS TYPE E GLASS TYPE F v ;' * G Nc. ytii„E , LU_ LUZI lL.: •. •G Sp:..OF FlCry1O�'a0 NOTES: i, iC� t, GLPLNO FOR ALL GLASS TYPES MEETS A6TM E1300 FOR ALL APPROVEDSIZES. ^,:�5'I�jj'�fh�•��', RVB'=.090'BOACIGM PVB INTERLAYERBYKURARAYAMERICA. INC. '6O' •.BBB' SENTRVDLAE®INTERLAYER BY KURARAYAMERICA, INC. A LYNN MUM PE. P.E.FNIi0.4 ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE EXTERIOR FORCLARTTY, ANCHOR FLATE NOT SHOWN EXTERIOR V 6.WP .BBB' 1995 �-I i.00P 4.IW �2.750• L A94• t.75V .ss1• PF ORAMEHEAD. I O GLf�NO SILL&JAMB ADAPTER L.. 4.1w�r 2.,BS 1 1.121' .082' 1.121• .00Y TT .� 7 'r BB2• �_ OSFIATNAP COVER J OBEAOINGA �OB BEADINOB �O BSNDABLE BEADING s.Dom 43BB• IJIB]• ,AW �• 1.853' .094' .w 1 L OANCHOR OBENDABLE FRAME 1 CHANNEL HEAD 8JAM8 Pen 9 DmvAng k Dascdplon Ma@Rsl 1 18501 ium•Ha4. A11roe &a 0091mA . 2 im ObtLpA xw 9 TBAOm. 9 im Mt Smp Corer BOB1m ANm { IPAa AMNIunI PtlNaq{mq BOaYm AM1. B I= B..ftA BOB}m ALm B im B{"a BOB}mA i ,Bfl9 B.r wftuana B09}m AND. B lowl Turlmtlueal d 18A B IM Bvmbd•Fram{Hatl utl Jertb BOB}mA IB IBM sUN R{bbrart.at A105ml BD low s• Bbct Y10•t mr. C. Dm•BS H-0 -I- um B1 1/D0 X, 90Bg Bbct Mr. rJ2't 1',Gw•M{/-0 EPOIA b Xmm�Nq 5aLL9Ge<• 45a 1P9 SM., Sytbm A murnt SaF{r5pm4r NVMb Nw N{6 Butyl 90a 6Mal 1B br b doi.a Mv� MabNb so C{n1aW XE4pa Bpacm 4o t341 QO lW{ Bmmft.Dw.•0 N-0 EPDM It aim C WGn2a1, GICMpIp. Wo.•W{/8 Ssmp 4a myC0avm1. a95. GETma Moraniw 60 Tt2b12 M. W2•t.tl2'Wa WeeMr&mr, A{umNy ebbbsa 964 BI TBBY m%132•Buy{Need PA 801M'. br tlen49Y4e2 suW .S" NOTES: 1. PMTS 11-20,3245. 649 9 ARE NOT USED AHDARE NOTPARTOFTHIS APPROVAL 2. SEE SHEET II FOR PARTS4d ID. � R is r Nl, $ 105 A P.E.0LYM LPE P.E.B 68108 MIAMI•DADE ,4DAXII-DADE`COUNTY a PRODUCT CONTROL SECTION 11805 SW 26 StraA, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) ivllami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F(796)315.2599 NOTICE OF ACCEPTANCE (NOA) w�rn.minmidndeeov/economy EGS International, LLC:;:.; TiACHNIENTS 3133 S.W.,�Sih Street ti I Pembroke Party FL 33009 f::. • �ii.,lu�e 11 ' u� '" `' OF RECORD 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 PERA -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. PERA 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: Atlantic Series Aluminum Sliding Glass Door —S.M.L APPROVAL DOCUMENT: Drawing No. W04-80 Rev H, titled "Atlantic Series SMI 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/ 10/04 and last revised on DEC 18, 2014, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in sheet 3. Lower Design Pressure Ratings shall apply to entire system. 2. Positive (Exterior) DP shall be limited to sill heights per sheet 2. 3. All SOD doors containing operable panel (X) require channel reinforcement (item #31) at Bottom Rails. 4. The frame area of alternate size unit shall not exceed the frame area of the tested approved unit per FBC 2411.3.2A () (1) LABELING: Each unit shall bear a permanent label with the inanufacturees name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after it 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 he 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 & renews NOA 912-0131.15 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was roviewed by Ishaq 1. Chanda, P.E. Mu�wAo NOA No, 14-0807.18 � , , Oa Explratlon Dnte: December 24, 2019 & t`I Approval Date: December 24, 2014 o...... 1 EGS International. LLC - NC' ''M OF ACCEPTANCE: EVIDENCI, BMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files #12-0131.15 /#09-0520.08) 2. Drawing No. W04-80 Rev H, titled "Atlantic Series SMI 130 Alum Sliding Glass Door", shects 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 18, 2014, signed and sealed by Javad Alunad, P.E. B. TESTS (Submitted under files #12-0131.15 M09-0520.08) 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Small Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5728, dated 10/10/08, signed and sealed by Carlos Rionda, P.E. 2. 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4183, dated 05/18/04, signed and sealed by Edmundo Largespada, P. E. along with marked -up drawings and installation diagram of an altnninum sliding glass door, prepared. by Fenestration Testing Laboratory, Inc„ Test Report No, FTL-2652, dated 05/15100, signed and sealed by Aldo P. Gonzales, P. E. 3. Additional reference test report FTL 1622, per SFBC PA 201,202 & 203-94, issued by Fenestration Testing Lab, signed & sealed by Late gilbert Diamond, P.E. along with addendum letter dated 05/01/98, issued by Fenestration Testing Lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 07/23/14 and last revised on DEC 03, 2014, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTM&1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.12-1231.08 issued Eastman Chemical Company (MA) former Solutia Inc. for "Saflex CPT" - Saflex and Saflex HP Composite Glass Interlayer w/ PET Core", expiring on December 11, 2018. F. STATEMENTS (Submitted under files # 12-0131.14) 1. Statement letter dated 07114114, compliance to FBC2014 (e edition) and No financial interest, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA #12-0131.15, expiring on DEC 30, lsbdq I. Chande, P.E. Product Control Examiner NOA No.14-0807.18 Expiration Date: December 24, 2019 Approval Date: December 24, 2014 E-1 muoualwnm awwobinMOhlfarlh¢ 4 ,M�t1&I���e19 � a R 6AROE OPOCHM. am HSCITT P00% HIMT MO. WIDTH . PANEL mom - or PA NOW - DOW IODRR - 2- AIIANVC SPRIRR SMI 150 AIM 1 ESI- 1' A.0 DOOR SEE SHEET E TOR DESOW LOAD CAPACITY OF DEDREO OIY54/MW. MW CIWR ON SHEET 0 SWV ANCHOR OPT10N mM MSICN I01W0 YW¢ THMI GUM 1.01DS REAMRm. LEM OE5101 PREONES PROLI WW W ANCImR EWES Im APPLY TO DOWE som D04 PRCOOCT bn BEEN! DOMED IEW RSIm m COLNLY 11M IRE �MRllL D10DDID COOL WWWNO ImH VAOCOY low i8! 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I INTO METAL SIRUCTUE STEEL : 7 THK. MIN. (Ty - 06 KSI MIN) IY1aAR I ALUMINUM 1 1/8' THK. MIN. (BODT-TS MAN.) I L — (STEEL UN CONTACT WRN ALUMINUM TO BE PLATED OR PAINTED)) — — — — — — — — — — ANCHOR Onl! OISMRIER INTO OONC E . 1-1/2' MIN. D110 WOOD STRUCTURE • 1' UK 0R0 METAL STRUCTIM . 3/4' MAIL WDOO AT HEAD. SQL OR JAM $0 . OAS UK CONCRETE AT WA SILL OR .LIT®5 V.. W D PM M. C-W HOLLOW/HACT( UED B AT JAMBS fm • RWS) MD P CA K / mMty 0 JM0 \ �. �.:, o i s zaw 'GY$y AR® 1D10 wM= _ w 11p®Mv L' M' a Y' MOH. INWI mw I 1d(A I1AYW0 M [I6 = 1I1m® am an CN A 11mD0 nub mu CN V � A < �� d jHj yyy 9 NSr W. y W, I-)_ W. (IT W. 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W04-80 1° 8 1 ;;;A 0 i SI MOM NTAD AXpK1A5 M PA PQ PNxF m r nI Y -DARE AwRmD WUIUON A IANCNDRS WESOURMC ROA NDA lill._=J SEALANT ' ALL JOINTS AND FRAME CONNECTIONS SEALED WIIN WHITE/ALINDNIIM COLORED SIUCONE. MAJOR INHTDOCK STILES TOP AND BOTTOM ENDS FILLED N9 WITH EXPANDING URETHANE FOAM, ALL INSTALLATION ANCHOR HEADS TO BE SEALED & EXPOSED ANCHORS TO BE CAPPED VAIN ALUM. BUTTON COVERS. WREPHOLM, W1 . 3/18'H X 3/4 W WEEP SLOTS AT QUARTER POINTS OF EACH PANEL W2 . 3/8' WEEP HOLE AT B' FROM ENDS E^P' Im. i6 AND CENTER OF EACH RAIL MPltlfF WOOD BUC16 NOT BY EGS 4TL, MUST SUSTAIN LOADS IYPoSED BY 6LATAN6 SYSTEM AND TRANSFER , THEM TO THE BUIlDINO sffluCNRE. pf.(vS 62014 W04-801 L 0 gal 0 o 'ter—>•' �, �.—:. a �I p�7w�!. -'ICICI�� I I I o �, L :L 1 O O O ^ Q m `LPWS iBi - D a N E a � � _Myry� i V o � 8 gum Smm m ,wan smm Was DOOR u.vwwoOQ cowro:+anoli a g A soc 1p' r t u�an mwmi momr EGS IMERNAMONAL. LLC �'wmouerea/s�eooRejr r K� m. ��m mwrm O 3133 S.W. 251H STREET axRssw.WAVR Im xb:m vm.�A maeoamvnr ARAYt.�R41KMS3iT� �. x .wa Dave mt>a< POIBROKE PARK. FL 33M RnssowRramo v�cpmlmavm O $ et p: 1fL (OS!) au-,w iAl LiH) oN-�31) p�g� ba II Innno nrimlEimmmnnnn 30013oo000000000 �mr P1Fq I n im mt sm m w KU um 6 IA4 OOOt AL-FAROOQ CORPORATION j� EGS INTERNAMONA. L1A vco mmamooueroavna.rmri ! v 3133 S.W. 25M STREEr -.m.m PEYBROKE PARK. FL 33009 s.xamizmsrmf` tama9a..ame O . ,e1. h, RL (Ox) 84-141 ixL (Y4) Of1-,SV I me\dnwxunc F Y ILE "' (i P �` MIAMI•DADE m1AMI-naDE couNry u 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 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) mymmiamidade.eov/economy PGT Industries, Inc. CONCEALED FASTENERS OR ATTACHMENTS 1070 Technology Drive North Venice, FL 34275 ARE THE RESPONSIBILITY OF THE SCOPE: CONTRACTOR OF RECORD 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 determinedby 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 "SH-800" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH800I.M-01, titled "SH Window — Large Missile", sheets 1 through 8 of 8, dated 11/11/11 with revision B dated 05/15/16, prepared by manufacturer, signed and seated by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control 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 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 because 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, dten 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 and renews NOA#15-0609.02 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.16-0714.01 rlwmroaoecourvrr �% ' Expiration Date: May 03, 2022 �I� I Approval Date: August 18, 2016 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-1222.04) 2. Drawing No. MD-SH800LM-01, titled "SH Window — Large Missile', sheets 1 through 8 of 8, dated 11/11/11, with revision B dated 05115116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 480 TPS spacer system, Durasealo spacer system, Super Spacer® NXTrm spacer system and XL Edger" spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports -No. FTL-8717, FT1-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6642, dated 10/03/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted tinder NOA No. 11-1222.04) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6643, dated 10/03/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-1222.04) J Manuel Pc E. Product Control xam er NOA No.1 - 4.01 Expiration Date: May 03, 2022 Approval Date: August 18, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underpreviousNOA No. 15-0609.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. 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 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated May 29, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0609.02) 2. Statement letter of no financial interest, dated May 29, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No.15-0609.02) 3. Laboratory compliance letters for Test Reports No. FTL-6642 and FTL-6643, issued by Fenestration Testing Laboratory, Inc., dated 10/03/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 114222.04) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No.15-0609.02, issued to PGT Industries, Inc. for their Series "SH-800" Aluminum Single Hung Window - L.M.I." approved on 08/20/15 and expiring on 05/03/17. Manuel Pe E. Product Control m er NOA No. 1 4.01 E:plratlon Date: May 03, 2022 Approval Date: August IS,2016 E-2 MIMIS PRODUC NAS BEEN DESIGNED a TESTED TOCOW LY WIIHTXE W EYEMB pP 1NE FLORIDA BUILDING CODE• INCUUQM WE NIGH 1ff LOC1I1' HURRICANE EONE p1 W W. T5 LIILITiBR9 [,RE Nbf BEGWREO YA1DN UGED IN NW DBORNfi DE&U9 R9DIONA 0)FORNABON MPLIOAnONSWMWMFDADECWNTY.UMCMYMW6OAOE CWMYAPPRO DMABWNRYMMM.WTAAWSWEn Fp1ANCN0I1 ANO'LLCONCNETEW MW BSIPERANOHOHWMSEETMM2.A0R& MALL WOODRUCKS LESS THAN f Tn•THwcaReroeefxnslDDfEo 1N IN9rALUnONA IK WOOD BUCKS ARE OPBONLLIF UNRIe WSTa„ cn OIHECTLY TO BUBBTMO NOOOBUCKSOSHALL B DESIGNED IX AND OKBUCNB (WHEN V9ED)SHALLBEDE610tE0 TO FROPERLYTRNL4EP LOADS ro TIF sli W CIURE. woo0 eIN]L OE&ON AND W 9TAwTION IS THE HCBPON9184AYOFTHE ENOINEERORARtlIRECOF RECORD. EQUALLY b)ANCMOR EAmFDYEMTOGL9E WTERNL 9MALBe BEYOND WALLDRFESWG SPACED ANCHORS OR IiTUTFO.U58 FNCXOR80P SUFFNJEMLENG111AS EPECPIEDON TABIEBA PEIITABIFB A ORS.NARROW!OWT SEALANT 18 USED ON ALL FOURCOPIPJL9OFTHE FRAM 1.SbS OVERAU. SEAUNOPIA6XIN0 STMTEOY FOR WATER RESISTANCE W W STALIAOON SHALL MOMS BY OTHERS AND 19 BEY W ®1Mfi IRRU E OF THEM W MAICTIONA A. BE t. 6)IN• MAX SHWB ARB REWIRED AT EAOIAIICINORLOGnON WHEMWE SHEETS PRODUCT W NOT MMTo THE SUB81M18. USE &DMS CAPABLE OF lMNSFERRINO APPDFD LORDS. EQUALLY NEMIT011 EESUM9; SPACED X AASSPEVSDEmONLOAD9 GAeE0ON 8T11UDR1ML6CCLETEBON0AN0 IAA63PER AEMOKLm. RTAURE9 PEIIT1.3as B.POBRNE DESIGN LOADBBA96DON WAIERTEer PRF89URB.BTNUGIUMLB 1,166 CCIE TEST W O PIID OLA88 PER ASTM EIOm. B) THE ANCMOMOE USTHODB SHOWN MUD BEEN SWISHES TO RESIST THE TOTNERN RE8OFMINE eeE SILL WEFA WINCREASEINO D BMWUSED INTHE DESIGN WLBNCACTOR M�OM0S- EVALU FACTORWINDDOOFORTHE EVALWTKWW MD,C.W,jA LOAD DURATION WAS USED SKEETTOF9 ANCNOMINT wDOD. NCHORS ANCHORS ANCHORS THM COMBINro COMACr WEF tmATMAD. AI FLORIDA 01881MSAR WTENIAL9 BW1LL MEETTtff. RfiQRPEMEMe OF nle ORC BUROWOCOOE FOR CORR09mN REBIBTaNCe. 9)REFMIENCE9: TEST REPORTS MOM 043; ELCOULTPACON NOA E.CO CRETEFLeX NOA: ANS11"WA NOS FOR PADO OONBTRUCIION AND ADM ALUMMIIM OE9NW ALANUAL Window Width MINIM Helghl Salt Helgtd ar Con3gWe0on' Design Plessum Up to Will, Up to 50-wr All Bash btel +90.0 430.0 C;;;` end lase then or Equ"te +80.0 430.0 2S thm 30.1011Ge 780.0 •/30.0 13e thnl 24-1511e• +80.0 -110.0 G3e eild OLer EquaWle +80.0 -130.0 AOPIodaw/Odel +80.0_ 410.0 SFSX IMUNT NDYT.. NC ... cn -n nw,u DESIGN PRE IRIM RATWO IMPACT MnHD .9e0Mt000R000I10ee URGBeBWLLMISSM ILPacrReslsrAM A}II9'MAX WINOpWN1Dn1 eSVRMAX VAMOW WIO1---X...{j{{jj 1SEE r 'tMX BLP VAX V fii r A BEE r / 19NEETE VISIBLE i EQUALLY ANHRS AENbU - 1 T PERT1.365 Eee / EXEET9 BUCC K - ._.� - ______ _ 1O SNN. IAld1T TO. WNAX. HEIGHT I WIPOL ._._.. 1 I ECHIMS f( PERE5 l 4 _ / - / IPMVI - II 1 U __.� 16S a&IN• V18umsuoNT , NOANCHORBWFRAYSBILL TYP. EQUAL-LITE FRAME ELEVATION MFAIm1mL AWW GPa0N0. Ao Imloq EgPPHINI fbotlw I IB.196 9a.m BNPw R 9. A61IP — VISIBLE LIOXT NO ANDiOR9IN FNANEBDL TYP. PROVIEW / ORIEL FRAME ELEVATION Madman AmNw Sodift M UPIK PmVNm Haft 10.115 AbawilAR 1 1212 "mum M JR ReM.F •.I ,:".;:: ;: tOTO TECHNOLOGY DRIVE MP N.%1= FL MIS SH VI CFAs VF AGW. 05/15/16 1 DIAMED NOTES 8 ELEVATION N -LARGE MISSILE NTS I 1 OF 81 , BUCK HEIGHTYKIDOTg WIC W UN NRdR YHUpURppV19FD Wei'my'�Ir.- Fbla. Woes ro o I2 N> A•' RpA[I J 11/11/11 INSTALLATION PISTAU ION eno INSTALLATION �pxpH µ INSTALLATION "COMSEENOTE2. VINOW. OPTION NEaWELSNr OPTION EDGE DISTANCE F- SWNCTEW WBTAWTKiN ANCN0119 1MT&1EET. THIS SHEET. ANCHNT OIRECRr SWCOWNT 1%Y/ODD BUCKS1fNP, SEE THROUGH IN 6UpRiPoP More x.Twe6lTer. OPTWNALAOOON INTOMABOHRY. L. 11r MAX NTO YABDNRY. FMNOE®HE4s O:RAS. NEEnNO I — BHUA 1/r MAX SHIM —� (BELOWIAmm 811B.I4MB9 eMBDMEM RNL 6XCWO T— O1 � ) _ STAJ � x6 1x EDGE O 01TANCE � BALANCE • O�,IN•MAN. VANEB EMBEDMENT 1 9NIM SS WIM SASH �1B TYP. ANCMORTYPB, 01 44 so TYP./WP10RTrPE. ENSEDMENTANDEDGE 1 61 EMBDYEMANDEDGE DISTANCE PER SUBSTRATE. p�R q D DISTANCE PER SUBSTRATE. MTMLESZ40RE EDGE mot,BEETABLESZ40RB. 46 D�µ� Y' ClowEIW 61 81 89 26 �. LOKT=TH IYP.AHGIpR1YPE 10 OPRONAAODON FIXED NSTIE EXTERIOR 21 FLWOS®HEAD. 6x UONf WIOIH EMBEDNEW AND EDDE �1 Su6' m BUCHLrB1TH SEBTAINA32.4ORS. WWT)DRIVIOTH U SANCHCRS BELOW HORIZONTAL SECTION A -A ' dD�ND+TE�'B'REER� WTTH __ x4 •OPERAnIXI1K1HEBA6N. WON HEIGHT x6 Ubfl PJIIIER TOPSWEEP 6B uTCN(621) DDW ORBILL IOW 67 bB LOCK(XB). BARN EB NSIBIE RH T HEIGNT 60 4a 27 4Bo H 23 B 40 42 NO ANCHORS 24 41 N PRAME BILL eEE BRLN'FE0. 2 NDTCH DETAILB�� sHEenaxe �1N'NNY SHOT XWOOE MCKSTRIP.SEE NOIE WENT BREW. VERTICAL SECTION B-B fiJ r_ 1N•MAX.SHN NOTES `� TYPE 1)USEONLYSUBBTMTEAPPROPRIATBARNORBLISTEDONTADLE INSTALLATION 2,40RSPOLLOWEMSEDNEWANDEDOEDIBTANOELDDTB.AN'/ OPTI0N4 WEIGHT WSTALLAnONOPIION BXOWNNAYBeUBED GNAW NDB wTI� NBTAIARON WNDDW PNCIIO IS x)AL WOODBUIXB LE891NANt-10'THICKARETOBe CONBTPAE DREOTI.YDIIO 1XINSTAUT iXWODSUfX8ARe0PTKXUtVUNRIB METAL WBTALLEDDIRECRV TO WB.ATMIE VAOD WDTOEPX:TE0A6W WOESMEDTOPRWW.YT SFERLO WTTHHEESMN DPDEAPROIDN, WOOD WCNDESIONADINBTNIARONTMERE6POILRIBBRYOP AUNNVA 9reELFROOELFlUTRN000. iH6@NBWEER ORARCXIIECi DF AEmRD. BreeL B1U0. BEE bUBS1MR PROPERRES, TABIE9 E OR 4. Rff, 1070 TEC NOT= IUME R VnM F. 04275 Isn NOKOLBS; R U274 CERT. OF A /2B26S FRAMEINSTALLATI01 DW -LARGE MISSILE 0 NTS WOES 11/11/11 11 ANCHOR OUANIDM! REOOEIED - DmeO A Afmhom B6MHelyldor HeIRt6R66IIei OMOWridmWletth 16w I Aw 1 aP ar I Ir I IT I AP I esw 1� I yyy I3 yyry 1i p y If yyyy N If MOMS i! a W Vdr P.001Y11 1 x Ill x 1 1 a t t] 1 t a 1 a] 1 a] 1 amMYe0a 1awEPYlai) 1 aIll a 1 12 111112 x 12 x t x a 1 a x 1 3 a tP CEO=.Rft a a 1a a 1 2]]If a a aa]aa afa 1 A i tGft!T) a a t! x 1 x] 1212 a x a i x x a] 21313 x A a Fm1wr a 2 12 2 1 a x]] B x a!] x]] a 9 a] A a lrMmwm. a] 1 a] 1 x]] x a x] a x] a a 21213 a/ a PMM0 ]] 1 a] l i] t a] a x i a a 6 6 a a a a a Wftdta a a 12 a 12 a a]131212 a a x 1 a]141312 1 a aMMglr Q a l a] I a a 212131212 a x a A a i A]! 1 a P WMat•IMP. II] 1 a a 1 a a 212 31212 a a a 1! a 1 513 1 1 PMa•IeNP ] a 12 1 a a a e 3191 a 0 a a a a a a a a 1 1 ITMI&IMP x 1111 a 1 a]] a f a a D a a] a a a A 1! 1 rM*) a a 1 a a 1 a i a a a] a/ a 9141313 1 a a 6 a WMM ] a 1 i l a 6 x a a a] I a a 13 a 1 6 a s a 27mxNP a a t a 1 a a a a!] a 1 f a A]] I a a e 13 t PMNMP. 1 II 1 a a 1! 13 12 a a 21 6 0 a a 14 13 15 A 1 1 1 1] IPM+BIMP x x 1 a a 1 6 12 12 D a a 111 a! I 13! 14 6 1 1 1 1 IPMi6M II] 1 a a t 312 1 x/ x 214 a! 4131314 a// a 1 al qBd ] 6 1]! 1 a 142 0 1 213 A a] 1 51313 6 A 1 0 1 y R M 3a W a a 1 a a V a 14 12 a 1 a 13/ a a 1 51313 a// e 1 2FM IMP a! 1 0 a t 0 1 12 a A 213 A a 1 6 i 1 6 1 1 0 1 aMa.1 $ a a+ a a 1 a a a A/] 1 1 a 1 1 1314 6 1 1 e 1 m, 2FM MP a a 1 a a 1 A a 12 A a 21 A A a 1 1413 6 1 1 6 6 1 IFM2YI31tP a f 1 a a 1 1 a] A! a 14! f e 14 131 6 14 14 IS 1 161 1PMI61MP a x 1 A] 1 A a 12 6 a 215 a a 6] a 6 6 1 6 A 6 1r Mta+MP ]] 1 A a 1 4 21 21 e a] 6 a a 01313101 6 1 a 0 6 V 03J. M x 13 1 a a 1 a 12 a 6 21415 a 4101314 0 A A 6 1 ar Ma61Pm' a!+ 13 a 1 a A 21 A e 214 e a A 181 314 1 81 A 16 a A artl uiw a a 1 a a 1 1 A II 1 1 a 1 6 a 6 1513151014 6 0 1 MMae+MF. a 1 1 1 0 1 1 1 214 14 x 6 A a 6 6 a e 1 51 1 e 6 6 NManMP a a 1 A a 1/ a 21514 x 5 I a 51413161 51 1 0 6 6 aMaY16MP a s 1/ a 1 8.3 215 1 a a e 1 a 014131al 41 A 6 6 e IFM]I.1MF a 77 12 1 e 1321513 a 0 6 a 01413101 41 A 7 1 6 IPM%MP a x 1 A a l 512 21513 a 0 a a 7 31317131 A 7 A e »I+r1 wy j 7-3-1 a 1 1 314 21416 a A 6 a 1 0 5 A 0 A 6 T 1 9'Ma07AP a a 1 6 A l 1 A] I 6 x 7A 6! t a] t a A 86 6 0 a e 6 A e 0e006 P. a aI A 1 A Ax 6/ x e a e e a a e/ 0 IViFIG MMMI11W a a t 1 l 6 0 0 a e e A 6 aM9-0MP af/ 1 1 6 0 1 a e 6 1 7 1 31311 14 1 a 0 A a 7 1 A 7 IraMa4I8 P 1 a 7 A a 7/ A 1 . BA.11 MGIR RANGE nlalAlE81118 BTMOMF PROFbw/ tIX1EL wm9 W W 1I i WA TAB . AOrAw 6MMb DOIro EMFAb6m.M P.T. BBAMm Pav .$ MP IS'P ID,ebeIBN9 P>41 P 11; N006 BYB maam Aden a4 w.. 8bl Bbi aF.9mh Sm' 0.0Y110 •• ANBbeI M w.. 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O MNm Duktrate c Mn. E1m361a8'CmantQ� 1/4' Nei M mm (mh. 2.9 km) 114"CmteF)22 antewin. 3.35 kaB 1 2.1/3' 1314' C Cancmkl (mN.3.5 kal) 23118• 134' 6/16' 84e1 UMaon Ometad-kxed Block, (ASTM Ceo) 2•I/2' 1314' FIGURER CROSS SECIM S w 2iUlATEO fuA[.91 9AEN Vam LN3NT NEIIOXT 1 D� t) roM1GUCNOWENSI1 mlow 1• FROM W11ID0 W NIDM OR HEIGHT. 2)•INR .WS1 W"v 9) FOR OVERALL 3A8X 1a1piN. BUGIRPOT MnC PRON TIE VON00 W vnpnl. a)roRelII19NOTSxOWx,RWIm UP ATHONEMAVA EW MOH HEIGWOI DDN m10WNOHWE TAUS. BASH xNGW, a)SEESNEET2 FOR INSTALLATION aalrrNAz DETAna OWN CERI. OF AUM 9ABX MEIELE t1dC FORiARA9: VAONI • WROOW VaD1N •aaF3• HmGM o 319H XEIfAR • 2a29" FIXED VI9181P LlGflt FORMIMfi VADM. WROOW WQ11M-]C IIEI W IT. WINDD'M NEIOM • EAEX XEIGXT•a2a9• Iwlmucrnxvlsru 1.oWIHWMWPIaN. ��iMfa Ome 2 R2 M I ANCHOR QUANTITIES C I J ROSOWSKI I ISH WINDOW -LARGE MISSILE 1 11/11/11 I NTS 1 6OF8'. 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PYrAlea 6Y• aw: RwbNn BO M & PART DETAILS BO 1070 iDtld0l007 DIRE n R1UgC. n s.ns MUMS•MU274 1aM: SH WINDOW -LARGE );, nr ur'p1t wLrm, r2uERv.2 Sm1e SH-800 NTS axm or oUra :/zazas O11 www1TGN1M ep lre WAUNUN 6OF8 Tr— ,D7a' —�•� OHEAD FABTENFA COVFA ,D am1m AWYPNN Ntrl)mMrpIL�YT�WiW5B0 UwN;'LbdevM eeflmlm IAX IM. ws J ROSOWSKI 11/11/11 ,3 Si Y ,E • SCREEN 60 ASSEMBLY O 3 P1 DETAILSLS u 3 59 30 40 I ] 12 30 39 (per �/ `-' '• 84 26 42 24 I.. 3 SASH ASSEMBLY /1^`^ ,3 DETAILS ` 11HP54L WEEP 2i 42 V NDLCN®FADEW PNDUVLTNIVIE9U p1,1F2whA 01eFIvWe uwiuHec�m 2 11111 U �Rry,®n a, ib•o7 •ol 14raRnlNk *� 1 it1J;1 ,; t /e49a'.' 0vee: pN,rJm; I 27. FRAME `•^N'`�., r �" J x.,neeevr mm wwrall: ' .ASSEMBLY '� ,, v" (_ DETAILS 13 111,0.80.EWEEP 29 O ASS JRB/: NOTCH®EAW1 ' G'-6 �!.N IL ei., ASSEMBLY DETAILS JROSOWSKI NDTES,' .ENO rl.'VI 10]O IECMML0O1' OWE M. Dale: MoTli 35FIXEDLttESEAOINONOT9HOWNFO0.CLA0.1}Y.. L Q': r N. MICE. R 34275 SH WINDOW -LARGE MISSILE 11/11/11 2)HAROWAREFOR00THTYPESOFSN WSSHOWN. e 'IrTidJ�. \`" N0NOM49OFL'JM]4 REFER TOTMLE T•$MEET 9 FOR SPECIFICHAROWARE Eartae/Ye4el; Savlc. S1x Mo xa Fer. REQUIREMENTS USED FOR EACH BAlM1LETYPE. a 1�1�fIIILLERP.E. P,EISlim cmr. OF wrx. p2e296 SH-800 NTS 7 OF 8 MD•SH800LM-01 B letllYLEn "-'••••' .y j INrr ESfCCAM pES M rnr ML _ GASSMAM GLASSMAGx 11B'TEWEREG COP GLASS- E%T. GlAe.9 ABreEAmtttxA9 -09rGEMgY(xA9 WAIF nm WwmT NrhFAT aymKalWrMAT GLASS lffld:G O3A39 NrA�AT ST Gh�NFD GIaENGII@gD BTGENGr1G:AGD Gk� eR. GLASS IM.GUSS GIA99 61 of GLASS 6G 61 KODISPACE SUPER axruuaalw9senE 4B 4SG TPS SPACERONXT"' €tsrewoxa a � a � a f 7/16" GLAZING DETAIL 1311W I.G. GLAZING DETAIL DURASEAL® SPACER XL EDGE' SPACER Parlp Dowdptlon Mendel 75 Kommmlln84SG 1P8 Spacar System 78 Dusnex SuperSpeeernl(rWAh Hal Moil Butyl Ses" Shee bf 77 Duax Dwaseal Spacer m Meladela ula 7e Caltlinel )L Edge spacer r¢renwAz i w� nerama nw:,�., ""m"w:" . ...,......_.pi JR 05/16Ng GGEG eIAsA ama � Awebl .6 �a rb GLAZING DETAILS pion : tom mwxawm rmY H. wa¢ n N275 ne SH WINDOW -LARGE MISSILE PA. 00% 1519 cuAGr�GAxnEa: GfllrnYG AGO xUnMA ALEPoC"elC. J Pc CCU. OFAAM#29299 SH-800 NTS 1 8OF8 M SH800LM-01 B MIAMFGADE DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES OUR) BOARD AND CODE ADMINISTRATION DIVISION CONCEALEDFARTE 595 OR ATTACHMENT ARE THE RE90818ILITY OF THE CONTRACTOR OF RECORD MIAD I -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sneer, Reom 208 T (786) 315-2590 F (786) 315.2599 vrww mlamidadeeovtemn"mv 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 Mardi -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. REEL 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 ofthe 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 "PGP" Clipped Ertruded Aluminum Tube Mullion —L.M.I. APPROVAL DOCUMENT: Drawing No. 630DJR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 009/11, with revision B dated 10110/14, signed and sealed by Anthony Lynn Miller, P.E, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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 Sled and there has been no change in the applicable building code negatively affecting the performance of this product. T1'RNJINATION 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-Dado County, Florida, and followed by the expiration data 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 and renews NOA# 14-1105.01 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.16-02i&03 Eiplration Date: May 26, 2021 Approval Date: April 14 2016 Pagel PGT IndusMes, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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 FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL.6443 (samples A 1 thm E-1), dated 02/28111, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOANa 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 514 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. S-1 Manse ez, P.E. Product Cont I amlaer NOAN . 6.021&03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMYFTED F. STATEMENTS 1. Statement letter of conformance, complying with FBG5m Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel P.E. Product Con . 1 miner NOA No.4642111.03 Expiration Date: May26,2021 E - 2 Approval Date: April 142016 SUITABLE FORALL LOMTIONSREOUBSNO NON WFAUrOR LARGE AND SMALL MEEEE MPACTitESISTANT PRODUCTS FM ME I* MYLIMIP �69/IOMDNrtRYEi1PALIAAI� YUllY1N9 ApwE _ _ dPBAN 1 °�WMII a / L7AL VAAN LOMIM IMt6J114 IDgM I � F-10R.WLlumN-y r / OYIIImC Nuort T /AWPIpIgTM,ED MMAUM L BNaEMUWM as vuMli Fnt ���ij " .4D=L FOAVOmvAMAL WA BEENTEDRD��'FREEi1G71NGANDDDNOTNDa7O BE D0IECRYAITAQ4�7O71@MULLION�IDO. BUf6NLLL NOTIMIVEAOMOFMM nMVCF =WOQV. DESIGN!PRESSURE.MIALONS AIM CLLOOUTED70 DFFIECTNO MORETWXW M TDWAONOTUSED w THE ANMM EVALLIARON. TIE IA LOAD OIRQTNN FACTOR WAS USED FOR THE EVALUATIM M W OCD8CMGM q PMPERSENLNOCFENTDEASSEMBLYm TNORMS SBMITYOROMEROANDEBEYONDTNEBCCMCPTIEBE NSTROCRONS mW FOwmDYO10I wT MVILONTABLEB,ATWAYBROMWTOnENIXF� M ORM TA=M{ 8) REFFAFNfE; TEST REPORT& F14B117; EICO ULTAAOOIUAGCRBdATM NM9 V)MUWMOANDMMNAVESE NDE810NEDBTEWOTOCOMYWRNTNEREMUNJOV NMOPTNERDRMAMa=G 00M AND AAEAPPRWMFORWACTANDNMA@ADTAPPLICATK .MUUJ MAAEONLYTODEUS®WIM POFPPPROVEO FE MBOMOM PRODUCTS NAVNO CURREM APPNOVA tD) MULLIONS AR8 N COMPLMI7CE FOA IRE N THE N III OWNTIIYOP UNREWffHHAMULMLEMMLED ASMTVY!SIBDOffWPROV WATMSPANA0ICPBINO WmOtS&TONTOPEAMNDIVMMMULLMCOMPIEBWRNTERE=RgY OFTIWNOA '1MY W0.T®tgAOAIoflALB L FPOIIF®A@tADDVE BTANDAmSUBER -N/AFLOROIABUDOWOCODEDBLT.OM WMW 9MEUASPAkDS011FMWO0000NS" WC" AAIUMN IDEMMMANUALADM.TOIO �ASWIODWATb7aD MULTOU MULLIONS qGETERMNETHEMIGN t9RIMMEAMWINM FORTNEOPFNNOUSNOTNEMCETSTAImNE. !)QWMAMMLIal TVPETNATWSLFRTIEOEPMOFTMF8WVR TRN PROXCMFMM80®IN 49REFERlO81MS WWDETERM MITM W LCNDNOm•REDTANOU QR`TM MW- S)iR0M7NEBALELEtEus®w EIFPpABOVEFDmTNEVNAlEal1EAE1OCOLULw MiMOACAPAC0Y RE0UAE0lIB91MEVAWE FMpF S MB WVO7LOADTMAEFEF=707mstA pAEEYTHEANQIORBAND MOSTBEMETTO�NN�MUIWNGPAQIY. B)FROMTNE jIO�CC j jy_jj =A=W TASM ONTIESIO. WMUANOMNOYMAAOTMLVMMPA7EC0AmROM(NULTME ANQNNWUeBIWAniANONON PPATTERNMAYAPPLY) SELEMANAMOIOACLOPATTERNANDVEAOYTNATTMFET100MANCI W CAPAQTYMMET. 7)WTHB OO OBTANEOWTNETABLESHICIERTNV/TAE�B��P���iORT1E OAWEA CHO7N8•ANal0RTWMMkYADNSIEEATf THE •TDOET TIELOWERM�WI7NTIBB VAIVEALOWERANCHOACWAQTYOPf10N MAYBESIIECI®FOR7IESOYEBI®STMiC USED AND TABLE VALUES USED N A OPEC6IC APFUGOM W NEN USNO TMS NN1 N APPLY MR A PEIMR. N N0. 00700 DETAIL& MUW0N70 FX WOOD BUCK IAAmoI OR WOOD FRAMING (OFFSET CLIP SHOWN) I � IAWIDI I� 1 I I amlmFTnxwm HC% c B A Pm AIm4m OriaTiYA . M � mEwrm whN oT IN mY%M "MAKFMl Auanulm e • EMFUOR �° Tlream Acaoc I mimosa L-Almal oemlrw m.AMAgII Fm amIt"m 1fi8T D 10m mlAmfAN10 Eommm mNiMVd 1111P Isla AW ' + "VMtL mNPRII. mGAII. •• .• . •. • FRONTVIEW '• SIDEVIEW pVBTAIUigNNDTF& IIANCIOR EMBEOMENTTO &1BEMATERNLBHML BEBEYNIDWALLCEDSNOORSiVCGO. O QUANTITY OFANCIORB AND NSBLICN 80 BNOWNABOWARE FOR PIOVORML RF➢RESIENTATCH ONLY. BECAUBB TEANCHOR CAPACITY 18BASO PM Y ON THE ANDIONTOANOKSROGTA•LE• THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOVOMA REFER TOTSOITABLES ON INS FOJAGWUNG SHEETS FOR MARBAM. OTHER THE BIANOVIDOR INTERIOR CUP MAY BE USED O) ANCHOR HEAD TYPE MAYBE PANNWD, KDC EAD OR FLATHEAD. O WOOD BUMARE OPIIDNAL. 60 PETAL C. SHEETB 5) FOR MASONRY APPLICATIONS W MW"ADE ODUNTY• USE OILY MMOOADB COUNTYAPPROVED ECO NATIUCON OR BCD W B.S. AO GREGATCI NASONRV ANCHORS. D 10m a M=CNACHE0T0TX wumlzv m.+Holm W00D BUCRAND UASONRY n' ®mnmmmla (STANDARD CUP SH0WN) Ama axT Inm mex 1 ' ourx 1 1 Waal® • '• •• moe d 14 WIIQIn9O1PY ^�.I O9lNIC& maaarAmAA I61m1 •.° 1 i ° SIDE ME°EXTERIOR r trN¢ Im e �u FAm m.Nlma vEABwTnIAn. mgTAME5161a C AIO AnAmYmlf wlvwmmmalmmu FRONT A. NI.58705 DETAIL F. MULLION To MULLION DETAIL C: INTERSECTION NQTES, MULLION DIRECTLY ATTACHED TO Muunl (ULUP) 1)MAYBEMSTALLEDDIM70II'CLOSS' �ONRYSTRUCTURE � (STANDARD CUP SHOWN Y alMAYMRVEMICAiLy CRNir 2)MA BE INSTALLED CMDWN)OAVFAfIGILY. aAINATMp I I A�LA'OWRMre a)9EBUQ�wuwwa&eHEetS alas rtuoNm I I amTARtamlae FORCORRFSPOND81GaRUON OW¢¢AL I 1 ' TOP VIEW YRMIIIDm P i Y ��� MTWIMAD 1 I I I � T.aea�� meR¢aYABw 7 ; 1 •1 • lNu/u�¢iool�m� .,//�� /�/u\•,[ISI\ga EXTERJOR FlmomAst • rm TIR Toro AafAlA6F1T1a1 aDurn�l `\\\IYr/r9 �roMaAla W� . rlMlleTn•N EXTERIOR - j. .9Q'1 ,.1 MNaTIG1OW}@IAMCW FRORTVIEW N=a MA SME VI lemlaA aroE vt •w MSTAUATON NOTLE: 1)ANCHOR EMBEDMENT TO BASE MATERNL SHALL BB BEYOND WALLDRESSWOOASTUDO . a) OUNRITY OFANCHORS AND MULLION SOSSHM ABOVEARE FOR ROTOWRLREPNESORATON ONLY. BECAUSE THEANOMORCAPACITY 15 BASED PAR LYONT)E MOM TOANCHORDETANCE. THE CORRECT OUARRYAND LOCATION OFANCIORS MUST BE FOUAWEO. RBFERTO THE TAMESON THE FOLLOWING SNEETB. FOR OETABSAD, EIINFATME WANUMO OR STTERIORCUP MAY BE USES. a) AMCIM WM TYPE MAY BE PANHEAM MWEAD CR FLATHM A) WOOD BUCIG) ANE OPRONAL SEBDBTAILA SHEETS 6) FOR MASOM&MICAT10N8 W MWVLOAOE COUNTY. USE ONLYMMYLOADBCOCDY APPROVED ELCO VLTPAOON OR EUX) W B.S. AGOREOATOR MASONRYANCHV B FRONTVIEW OML D MULLION ATTACHED TO STEEL STUD (STANOARDCUP SH NOTES, 1) FORaM W00DBAO®STEEL MUDS. V=0 ANCHOR VA W ES MAY BE USEC SEE CORRESPONDKNGO/EE6ANTRYM C ON TABLIA BEaS FSCS:WS SIDE VIEW BIDE WEW 'M No. G070i �.' 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