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HomeMy WebLinkAboutNOA - 10-7-15MIAMDADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.ml midade. ov/econom SIW Impact Windows, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11500-9 " Aluminum Outswing Doors whvo Sidelite or Transom APPROVAL DOCUMENT: Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Oct 06, 2015, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Approval 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 Limitations: 1. See DP tables for X or XX in sheets 2 & 3 O/X or O/XX in sheet 4, for O in sheet 4_1 and door w/ sidelites (Narrow stiles w/wo Reinforcements and/or Wide stiles) in sheet 5. Lower DP from door w/ transom or sidelite may control. 2. Max single door leaf width mulled with sidelites in sheet 5 shall not exceed = 36-91/6". 3. ADA threshold options #1 and #2 are not rated for water Resistance' and limited to DPI+-'/- 62 PSF. 4. Glass A is limited to DP=+-/- 70 PSF. Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's 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 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 # 14-0305.06 consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No.15-0406.13 MIAMI•DADE COUNTY Nrftr tl t: May 22, 2018 M , .� pprova a ctober 15, 2015 1 O`�11 Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files # see below) 2. Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Oct 06, 2015, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # 14-0305.06) 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, TAS 202-94 Along with installation diagram of aluminum Outswing doors w/wo sidelite and transom, prepared by Black Water Testing Inc., Test reports #BT-SIW-13-001 and BT-SIW-13-006 dated June 10, 2013 and December 11, 2013, both signed and sealed by Yamil Kuri, P.E. Note: The above test reports have been revised by an addendum letter dated 05/09/14, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, 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) 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 24113.2.1, TAS 202-94 Along with installation diagram of aluminum Inswing / Outswing doors w/wo sidelite and transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, HETI 07-4371, HETI 07-4371, HETI 07-4372, HETI 07-4373and HETI 07-4374 dated 01103/08, HETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all signed and sealed by Candido Font, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5f6 Edition), prepared by Al Farooq Corporation, dated MAR 27, 2015 and last revised on Jul 30, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). - UGtK�,.-- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0406.13 Expiration Date: May 22, 2018 Approval Date: October 15, 2015 E-1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. (Foirner E.I. DuPont DeNemours & Co., Inc. for the "Sentry GIass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No.11-0624.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Butacite ® PVB interlayer", expiring on 12/11/16. F. STATEMENTS (Except item #1, all other submitted under file # 14-0305.06) 1. Statement letter of conformance to FBC 2014 (5'h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/25/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated 05/09/14 ref #BT-SIW-13-001 and BT-SIW-13-006, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. 4. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, signed and sealed by Candido Font, P.E. G. OTHER 1. This NOA revises NOA # 14-0305.06, expiring 05/22/18. 2. Test proposal dated 05/23/1, approved by RER. shaq I. Chanda, P.E. Product Control Examiner NOA No.15-0406.13 Expiration Date: May 22, 2018 Approval Date: October 15, 2015 E-2 HEAT STREN'D GLASS 090' Interloyer Butacite PVB By 'Kuraroy America, Inc.' r3/16' HEAT STREN'D GLASS _i � m � 17 \ u 13 12\1 I � t \ E GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS 5/32' TEMP. GLASS T-AIR SPACE HEAT STREN'D GLASS By %urcroy America, Inc.' r3/16" HEAT STREN'D GLASS z � � m � � m 3 12 \ � I � l � K \ \ DOW 995 GLASS TYPE 'B' 7/16. OVERALL LAM. GLASS rIVE PANEL 1 SPACE 5/32" HEAT STREN'D GLASS 090' Interlayer Butocite PVB \�By Kuroroy America, Inc.' r5/32' HEAT STREN'D GLASS DOW 995 - i � a � m � 1'I31 � fi�el, .- TEMP. CLASS I SPACE 3/16' HEAT STREN'D GLASS 090" Interlayer Butocite PVB rBy 'Kuraray America, Inc.' 1 r3/1V HEAT STREN'D GLASS 995 _o / o \ / CARDINAL EDGSPA fff333 ���111 ST. STEEL CLASS TYPE 'C' GLASS TYPE 'D' 1" OVERALL LAM. INSUL GLASS 1" OVERALL TAM. INSUL GLASS GLAZING OPTIONS ALTERNATE GLAZING DETAIL• GLASS TYPES 'A' & 'B' rya z o� �W GRILLE SHAPES VARY ga Q [u G 0 j r MoDucriltIEVISED CypGo ,A iM)Aykv wl Y obt MAIL► O IL Q 4 � & Is-vwl.13 KNOW"" poi•i5 SMS �S CLL1n�1 GRILLE MIN. Q 0 coo & l7 m 5 a W THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. m SHUTTERS ARE NOT REQUIRED. SERIES 500-9 8 � o a ALUMINUM OUTSWING ENTRANCE DOOR �j�,a Sm SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEETS 2 & 3. jL,Mj Sm SINGLE (O/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. z O SINGLE AND DOUBLE LEAF DOORS WIN SIDEUTES SEE SHEET 5. Z � SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS. o� a SEE SHEET 3 FOR GLASS TYPE AND ADA SILL. SEE SHEET 4.1 FOR SINGLE SIDELTTE AND GLASS TYPES. = m Q zo LOWER VALUES FROM TRANSOM/SIDEUTE CAPACITY CHART OR DOOR CAPACITY a v m WILL APPLY TO ENTIRE SYSTEM. vi r n 3 LN• Ed J DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. U) rn o DOORS WITH ADA THRESHOLDS NOT APPROVED -FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a HURRICANE ZONE (HVHZ). 8 g 1BY OR 25Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY o W 5 TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS m EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, i ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. SILICONE TO BE APPLIED TO ENTIRE FRAME PERIMETER. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 8 0 ^o d a m a o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. JAVAD ANMAD iilA PCIVIL 70592 HEngr. �1`AN''3536 drawing no. W13-68 9? DOORS WITH STD. 3 POINT LOCKING HARDWARE I" MAX. WIDTH 76' MAX. FRAME WIDTH 13 3/4" 13 3/4' HEAD SILL 5 1/2' MAX. HSIUL -^ HEAD SILL I I CORN RS 1 ^-- I 11�1 I I I 1^I� I I TYPICAL ELEVATION ( X ) HEAD ANCHORS AT STILE ENDS `(7) AT 3" O.C. N SURFACE APPLIED _ _ m E1 FALSE MUNTINS OR DECORATIVE GRILL 5G MAY SE USED 26 9/16' MAX. D.L. OPG. 36 9/16' MAX. DOOR LEAF WIDTH SILL ANCHORS AT STILE ENDS (7) AT 3' O.C. TYPICAL ELEVATION ( XX ) ^ 4 ' I I II I I vo � � o m � ,�y I rc ii'/ I j i LOCKING OPTONS SEE SHEET 14/ I \ I INACTIVE . I ACTIVE DOORS LOAD CAPACITY - PSF SINGLE (X) OR DOUBLE (XX) DOORS WITHOUT TRANSOM DOOR (X) IMS. DOUBLE DOOR (XX) DIMS. GLASS LOCKS HINGES TYPE 'A' TYPE 'B' TYPES 'C' & 'D' TYPES 1, 3 TYPE 4 TYPE 5 QUANTITY I FRAME HEIGHT FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) EXL(+) INT.(-) EXF.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) PER LEAF ' 80' 76" so' 70.0 70.0 80.0 80A 60.0 60.0 80.0 80.0 60.0 60.0 62.0 62.0 3 ' 97-3/4" 76' 97-3/4' 70.0 70.0 800 600 600 600 800 800 60.0 60.0 62.0 62.0 4 " 108' 78' 108' 70.0 70.0 80.0 80.0 - - 80.0 80.0 - - - - 4 EXT.(+) DESIGN LOAD IS BASED ON STD. SILL SEE SHEET 1 FOR GLASS TYPES DESCRIPTION. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. SEE SHEET 14 FOR LOCKING OPTIONS AT ACTIVE & INACTIVE LEAFS. J 3' 6 1/2" MAX. SILL CORNER ANCHORS AT ADA THRESHOLD ONLY GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 9.813" (X DOORS) (FRAME WIDTH - 22.875')/2 (XX DOORS) * D.L.O. HEIGHT = FRAME HEIGHT - 11.5' (4" BOTTOM RAIL) = FRAME HEIGHT - 13.5" (6" BOTTOM RAIL) = FRAME HEIGHT - 15.5" (8" BOTTOM RAIL) * USING #20305 (1/2" HT.) THRESHOLD r"DUCtuEYiSED 9►ml wh► ]be ilulY bmbkpicoft R/�i1rIY� �11r ret Collkd NOTE: GLASS CAPACITIES ON THIS SHEET ARE . BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 FLA. PE CAN. 67915 � N � m o I o a JN N eWa —10 N Q�M Qa LL Ztn� m Uztv�i v �TO.im N (_I 3rlW v N O) m 0 T S 0 5 drawing no. W13-68 DOORS WITH SURFACE APPLIED PANIC HARDWARE 39 1/4' 76 1/16" FRAME WIDTH FRAME WIDTH 5 1/2" MAX. 5 1/2" MAX. HEAD/SILL '41 HEAD/SILL A1, ---_ 1 1 1 CORNERS CORNERS 63 r n m J d SVR SEE SHEET 14 E ?j \ \\ 1 } I 1 D.L OPG. 36 0/16" MAX. DOOR LEAF WIDTH TYPICAL ELEVATION ( x ) DOORS LOAD CAPACPfY - PEP SINGLE DOORS (X) GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME I FRAME �(+) INL(-) WIDTH HEIGHT 39-1/4` 1 07-3/16" 62.0 62.0 � 1 IZ�p '� 1 w ^ J m J a SVR SEE SHEET 14 7 I � p4 - o \ / !SVZR \ / \ � SEES/HET 14 I DOOR OPTIONS HEAD ANCHORS AT STILE ENDS `(7) AT 3" O.C. B1 �g �z [26,9/16" MAX. iO cg D.L. OPG. 36 9/16" MAX. SILL ANCHORS AT STILE ENDS DOOR LEAF WIDTH (7) AT 3" O.C. TYPICAL ELEVATION (xx) BOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME I FRAME,(+) INT.(-) WIDTH HEIGHT 76-1/16' 97-3/16" 62.0 T 62.0 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. SEE SHEET 14 FOR LOCK DESCRIPTION AND SHEET 9 FOR DETAIL. DOOR D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 13.313" (6- BOTTOM RAIL) D,L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.625" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.875)/2 6 ZVI PRODUC P REVDIEO reryMeBN1D�Ye Floald► �e'Mrtdd!! t _a & Op zz $ �V 2 0 m O p Igo U � V p v a o a ��0�y 'I � � < ', I ZN� OHIO drawing no. W13-68 108° MAX. 36" MAX. DOOR HEIGHT TRANSOM HEIGHT �+ 106 5/8' MAX. (GLASS A & 8) m > 95 7/8" MAX. (GLASS C & D) 34 7/8' MAX. 3Oc�A DOOR LEAF HEGHT TRANSOM LEAF HT. m 96 1 /2" MAX. (GLASS A& 8) 86 1/4" MAX. (GLASS C & D) 24 7/8' x N n0 to m om 2N N D.L.OPG. D.L OPG. u TI N II II �� JI \I F�. \ ------- Ma ---------------___________ 1 I� m RNJAMSS CORNERS mo ♦ 7nd• uev n_ R^ FRAME HEIGHT ---- - �-yy 108" MAX. -36' MAX. a DOOR HEIGHT TRANSOM HEIGHT y i N 'I 106 6/8° MAX. (GLASS A & B) y c 95 7/8" MAX. (GLASS C & D) 34 7/8' MAX. N omz DOOR LEAF HEIGHT TRANSOM LEAF HT. �c3. m m z Pc 96 1 /2" MAX. (GLASS A 86 1 /4" MAX. (GLASS C & D) 24 7/8' N N C O.L OPG. vF�61 C) GO NF W N X II \ II DO ��r ^ - --------- ------- -----------------� --- ., \ ---1r--- \ yz \ / r6� g _ � o I y - m CORNERS Sa N a D�0 �o 4m�� AZ O V za y T C a 0 ldatm, 72-w-1s 1 E rt � U1 � scaly. 1�2•.1'-0• p I dr•. Ml W7MID Irnoldote I bVideSCn A6c 000576...220sB1...11t44s NTS .CC E TSH NRNOEOV7WPUEWANRCMME GE THIS SHE 10.06.75 FtEFt COMMD REV. PR vu _x °ZO s� ;N A V o v o N g� O Z p p = o N N z 00 O �1 00 O E3 m n �� mF N I O N O R. ;FRIES 5OD-9 ALUM OUWNG EMR"E DOOR (LM. SIW IMPACT WINDOWS LLC. 975 S. CONGRESS AVE. J102 DELRAY BEACH, FL. 33445 TEL (561) 274-9392 FAX (561) 274-9262 I w W 11 >< it vK zs O N v s� m z + A A +O m O 0 W W O N P O? m 0? tP A C - O O Z 00 V h V O N N V b m P pp,, OOII Ol N OO�l 4 UI m kilo ��11 0 ? C G b z1 L+ L u ♦ b b o F �w N� o J b " Qr m m O V i0 N L.J+ YI ♦ O C O j F1 N O m O V b N A aa�, a0i .D mp, G NN qp 0 4 m+ zN GO :1 J+ V }O IA ill ♦ V A N v m N CC 0 O V INO N A. � V V 1D tP 4 N 4l IP 0 A V 4 T A {l1 C�9 n ' c ' I 1 0 o ao1 ?vp fill I o o Y O O b F O' b =? j W ALrFAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1=5 SW. 87 AVE ■ MIAMI, FLORIDA 33174 C TEI- (305) 264 =0 FAX (305) 262.6978 COMP-ANL W73-6851W 108' MAX. (GLASS A & B) 97 3/4' MAX. (GLASS C & D) FRAME HEIGHT 106 5/8' MAX. (GLASS A & B) .1 95 7/8' MAX. (GLASS C & D) u a m pc SIOEUTE LEAF HOGHr \ m O 96 1/2' MAX. (GLASS A & 8) m my 86 1/4' MAX. (GLASS C & 0) In m v x o c47IZil v D.L. OPG. 13 UI� mC N m Aol O N a+ Z _-- 0 by LA � � L'• e 4 N 11 II II I w 0 0 •b y�y m o m C- II II 11 11 — A ❑ .� ____ IL___-_-____L_ ICI m O m __"__• C- ��-17_____ __T�_ �'CR__-__ • ' II �� 11 II � It II II II ram' A S (I] b o I Ltl t q 0 5' MAX. 70' MAX. (n JAMB JAMBS I-3 m CORNERS �^ o + fi m y � �`' �z x Ul L7 r y C+7 C z H e� �3� C ' m o N c N O �11cz ^ : �o r � a eae, 1Y-30-iJ revisions: SERIES 500-9 MM OUMNG fNiRANCE DOOR (LM.I.) AI--FAROOQ CORPORATION a 0A D&GI.et4 REv. PER m COYYEMS ENGINEERS & PRODUCT DEVELOPMENT SIW IMPACT WINDOWS, LLC. f y W MIAMS.w.87AVE .c a D6,25.t REY, PER RER E sHir IS g75 S. CONGRESS AVE #102 MIAMl, FLORIDA 33174 LIAlAD C 07.48,15 ND CHANGE THE 6HE2T {� D IO.D6.15 RE'/. PER RER CCYMElL1$ DELRAY BEACH, FL., 33445 70. (3os)264S7.00 FAx.laosl2szc97s O1 OD ? ebk by. TEL (561) 274-9392 FAX. (561) 274-9282 COMP-ANL\W13-68SIW V N W O a is I O N + I N IA W P N N I a W P N N N a l A a 4 m� A N a� U m 4 y} P O m a N m I N m o s o�M Oao I.l owi n � N IV A bo O S 0 mRim, N g 4 V V J O V m J J m J � 0 m+ V N m b mm+ 0 b o oami 4 0 m b mm 0 0 b o 0 0 b b b el L. m o b b b b v p `u G b A �I G :+ b b N � tI 4 O N O O O U a �P m+ W 0 0 0 q O O� C C P. b el 4 _ to 0 0 b O 0 O O b 0 � •.°� I- �tpV N 7•• b J+ C b fM11 m+ O b G C m+ m 0 0 0 b C 0O� L. N O O O CO y •.d2 � O Op1� mm •O F. 4+ 0 Q 0 0� 1!I m 0 0 mm qq 0 m+ CI W '+ mm 0 0 0 O C b O A 'O D m J RI + 4� m b mm 0 0 0 0 mm 0 0 0 'O A P. 'O �+ W� m 0 0 0 qq 0 P. C pppp 1x� b V m� "�' G ry Fyyn• W 9 0 p V OI 01 41 b m CI � C N V J 0 0 N m � b b b C m O O X O 7-1 m DtNi N z r m O D vi m N m> O ?� O O z �*1 vz V O� r (1 H• O 0 -n ii -1x O 108' MAX. m,•lr�l TESTED FRPME HEIGHT o" 106 5/8- MAX. (GLASS A & B) 95 7/8' MAX. (GLASS C & D) mrn DOOR LEAF HEIGHT MO 95 1/2- MAX. (CLASS A & B) N c in �1 C, m m m 86 1 /4- MAX. (GLASS C& O} O Z m•'1 rnc?o D.L OPG. O �'.• O �o DZ ONO t7 �• a + N +ZI '�• Oj• � m O O ~y A zl N m T + o m �� mLill w o1 A� cm F A a � 5 va v , 1 f" z m 11 op m o n a m P D W \ i O NO T w �i n + pp yy9 0 yy 0 I i 0 O ��j N ( p F I __---_--__-_ 1 \ O 1, �^ X\` ! s N 6 5- MAX. Ir I 10° MAx. Q N JAMB AT SIOFIJTES CORNERS ONLY m revisons: a date: ,p_3p...13 SERIES 500-9 ALUM OUfSYIING ENTRANCE DOOR (LM.I.) AL-FAROOQ CORPORATION "a 'o ENGINEERS & PRODUCT DEVELOPMENT `•= W a�b b,-D rDE&AY IMPACT WINDOWS, LLC. 1235 S.W. 97 AVE f S. CONGRESS AVE. #102 M,AM1.FLORIDA 33174 G. o• I �• M'1 HPMID BEACH, FL 33445 7EI_(305)264-SUM FAX(305)262.6973 CO9(561) 274-9392 FAX (561) 274-9262 COMP-ANL\W13-68SIW 1�4 II 11 I� II II I II It II p vIR_.�-- 11 II =1fr��Sc'R __—__I�==__ O II II II II it L II I' II N II N� II �o m mII �'�scrt=-- nD a e escn Ion A OS.01,1 REV. PER RER C01l1AEM5 B 08.75.14 REV. PER PEA CONIIFNIS C 07.28.15 NO CHANCE T,06 SHFET D 10.06.15 REV. PER RER COYNENTS 39 3/8' MAX. MAX. FRAME WIDTH MAX. FRAME WIDTH FRAME WID i I I I e 1 081 (o 39 3/8' MAX. DOOR FRAME 76° MAX. MAX. FRAME WIDTH FRAME WIDTH / \ / \ _ Q E w O9 n OO e 1 n N � a 0 M t N M M I z w 01 01 o o � j B BI 39 3/6' _ -.MAX. --- B 1 76" MAX. nONAL 169-7/4' AUIX- NGLE AND DOUBLE LEAF DOORS WITH TRANSOMS qD WITHOUT SIDELITES U E SINGLE LEAF DOORS WITHOUT SIDELITES. SINGLE LEAF DOORS WITH SINGLE SIDELITE AT EITHER SIDE OF DOOR. J N O $ JN J O_ DOUBLE LEAF DOORS WITHOUT SIDELITES. y DOUBLE LEAF DOORS WITH SINGLE SIDELITE AT z o ¢ M EITHER SIDE OF DOOR. �zj_ In O $w M �= Ol VZU a 1RODUCtpEVTBCD d U m MOj} nphtYtFblfft ImlcmpoftN 4ht o V3 '— n w M►arl� ~ EX EED TESTED FRAME AREA = 127.31 SO. FT. II THE FRAME AREA OF ALTERNATE SIZE MUST NOT SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 5 FOR SIDELITE WIDTHS D.L.O. HEIGHT (SIDELITE) - LEAF HEIGHT — 12' (4' TOP RAIL, 6" BOT. RAIL) D.L.O. WIDTH (SIDE LITE) - LEAF WIDTH — 10" (WIDE STILES) D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH — 6" (NARROW STILES) APPROVED CONFIGURATIONS RA. PE" 71 CAN. 63 DOORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS USING MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL APPLY TO ENTIRE SYSTEM. TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). drowing no.11 W13-68 11 TYPICAL ANCHORS z zq5 s SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENCIH 1fTY WOOD B UCK n FASTENERS BY OTHERS I I EDGE'•OIST'. QmN DE•OISLs '• , ' 4! I I . ..CONCRETE g FEXTE INIRES ,�E DY OTHERS �•GONCRETE EXTERIOR FINISHES BY OTHERS .. � Ip O �I © I A © l— 1, � kill 0 SEE LEAF CORNER DETAIL ON SHEET 15 POURED 2 HARDENED HIGH STRENGTH GROUT f c - S000 PSI MIN. rMUS 6Y S.I.W. MUST TRANSFER SHEAR a� ti B1 O LOADS TO STRUCTURE o = LOAD BEARING(SOUD va SHIMS e ro 30 OPTIONAL TO GROUT) fop CRETE.; 8 TPICAL ANCHORS SEE ELEV. FOR SPACING SEE EDGE DIST. FOR MINA.LENGTH CT STD. SILLERABLE UNITS (APPROVED FOR WATER RESISTANCE) 28Y WG UCK DMETAL STRUCTURE /9 OR WOOU STRUCTURE APPROVED MULLION ' � 2 a m� TYPICAL ANCHORS `^ TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING SEE CHART FOR MIN. LFNGTH SEE CHART cnn l.. . -- TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS TYPE SUBSTRATE AT HEAD AT SILL AT JAMBS MIN • LENGTH MIN. EDGE DIST. IMIN. LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) WOOD 2-3/4' 1' NA NA 3-3/4' 1' MASONRY N.A. N.A. NA NA. 3-3/4" 2-1/2" CONCRETE 2-3/4' 2-1/2 2-3/4' 2-1/2" 3-3/4" 2-1/2" 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) METAL 3/4" 3/4' NA NA. 3/4' 3/4" WOOD - 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK I'm = 2000 PSI MIN. CONCRETE = fc - 3000 PSI MIN. METAL - 1/8" MIN. THK. STEEL Fu=5B KSI. Fy=36 KSI MIN. MIAMI-DAOE COUNTY APPROVED MULLION 1/8" MIN. THK. ALUMINUM (6063-T5. FU-22 KSI) IBY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. „ AV 41 1►hYFItpj lft Aeftptwena -b OL•/3 6Mr itift t °SY cv_I ,i ' • WORM T 1 - . & 9y ° °• • . . •� ? Engr. JAVAD AHMAD • o Ed E 0&.'. �" " CONCRETE CIVIL E•DIST7.v •° •• • • , , FLA PE 70582 TYPICAL ANCHORS•- CAN. 38 SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH s I T 06'0I5 OPERABLE UNITS OPERABLE UNITS (NOT APPROVED FOR WATER RESISTANCE) (NOT APPROVED FOR WATER RESISTANCE) UNIT MAX. DESIGN LOADS TO 362 PSF UMIT MAX, DESIGN LOADS TO 162 PSF uuo DOOR DETAILS 1 B P � m � n i O drawing no. W13-68 sheet 7 of 1 g TYPICAL ANCHORS • .'- SEE ELEV. ..-- FOR SPACING SEE CHART , FOR MIN. LENGTH ti ua� EXTERIOR FINISHES BY OTHERS 3/8" MAX. LOAD BEARING SHIM 1BY WOOD BUCK FASTENERS BY OTHERS TYPICAL ANCHORS SEE F& FOR SPACING SEE CHART FOR MIN. LENGTH i sa f. ¢ z• c� o� EXTERIOR FINISHES BY OTHERS 3/8' MAX. LOAD BEARING SHIM C NOT APPROVED O 9 FOR WATER RESISTANCE ACTIVE LEAF i---� 15 II INACTIVE LEAF SEE SHEET 1 FOR GLAZING MAX. LOCK OPTIONS SEE SHEET 14 6• MAX. LOCK OPTIONS SEE SHEET 14 EXTERIOR INACTIVE TYPICAJAA.L HORS SEE EFORG SEE C FOR MNG01 o 8 0 O �No3 LOCK OPTIONS SEE SHEET 14 3/8• MAX. ONOT APPROVED FOR WATER RESISTANCE 76" MAX. IE WIDTH (XX) OAPPROVED FOR WATER RESISTANCE WITH STD. SILL ACTIVE V 3 APPROVED p FOR WATER RESISTANCE 9 to WITH STD. SILL Z A 3 15 ��.... W J ea� IL N iY � > > W �y q U LR Vo' ao��, o o Qos EXT. 13 r — O °D o 3 4,zN�8 LOCK OPTIONS C� _ SEE SHEET 14 N N —1O TYPICAL ANCHORS ELEV. {a! V Q>I.Mj SEE FOR SPACING Q p'Q SEE CHART ACTIVE LEAF FOR MIN. LENGTH o J 3 W L'- N �i 15 _ � UZU n P cc�m N L } METAL %STRUCTURE EXTERTOR I 1/4" MAX. SHIM PNODUCf REVISED m a s aMM T14 win lYe FloAdA 6WIgCode AealNxee No 1� U6•/$ RIW.d- Dole c 3o1i��o . m e 0 o ^'T DOOR DETAILS Eegr, JAVAD AHMAD CIVIL FLA. PE 9j 0592 CAN. 33 36 A N g tl y� It 0 0 2015 dTCWiO EXTERIOR W 1 3 — 68 sheet 8 of 16 TYPICAL ANCHORS m o ti EDGE GIST. .:y" _ a SEE ELEVATIONS FORSPAACCII G DOORS WITH SURFACE APPLIED PANIC HARDWARE M m q m EXTERIOR FINISHES BY OTHERS - tY�CHART .' g 15 FOR MIN. LENGTH ": CONCRETE O Q J Q �2 9. 6 s O g (n 0 l8 L Tl n Al 0 o OaQo 4 I PANIC LOCK FASTENERS 7+ MTODUCf REVISEb SEE SHEET 1♦ 2 eeeowplyletwimatemoAte YekTlot Code I �I 0 I Rspi(e11M Reu ^0 I a �1 li � 1 MIk.IF II rillQywj TYPICAL ANCHORSSEE N ELEV. FOR PACING ' o VI I II II SEE CHART FOR MIN. LENGTH a JO N ^ I LOCK OPTION C1 9 6VR E1 SEE SHEET 14 In � US n ,. I I '• c, 31,.i O>M x p °'� III Z o¢ � II Ts 1e m o ❑ aom N .-. to 11 II!.•Z•:: 18 O ICI ¢•..I INACTIVE LEAP ACTIVE LEAF III uo• ��� It •... 8 D.L.O. 6 6 D.L.O. s EXTERIOR FINISHES 3 24 $ a w 8 8 a 8 \ BY OTHERS DOOR LEAF WIDTH DOOR LEAF WIDTH 6 a' \ I m rc 5 � \ 3/6" MAX. 76" MAX. LOAD BEARING DOOR FRAME WIDTH 1 I SHIM EXTERIOR Si O oo 1� N H TYPICAL ANCHORS B 1 SEE ELEV.CHAR FOR SPACINGSEE < m U o Q FOR MINA. LENGTH DOOR DETAII.S C O O I _ •1 g Engr. JAVAD AHMAD CIVIL e FIA. PEE 0 70592 CAN 3538 °"EDGE o PA OIST:' t5•''.' . , ADA THRESHOLD OPTION �E�? U , ()��1 drawing no. OPERABLE UNITS W13-68 (N0T APPROVED FR WATER RESISTANCE) LIMIT MAX. DESIGN LOADS TO ±62 PSF sheet g O('I6 Ed. TYPICAL SEE ELEVATIONS FOR SPACING ANCHORS METAL STRUCTURE ,,/,,/,, OR WO BUCK APPROVED MULLION {� �[ � EXTERIOR : • ^ ` FINISHES -SEE CHART- FOR MIN: •: - 2 IEPIGTH STRUCTURE (SEE SHEEP 7 FOR SPEC) COPICRETE Ed. •- n BY OTHERS _ I a0 0 Z 0 0 U 18 tEd F' 1 � �� t Z {J. 2 6 18 15 "� O mx mx 9 J g m o n 0 �j V a P OTYPICAL ANCHORS L ANCHORS SEE ELEVATIONS EVATIONS C SPACING PACING 0 a Q Q ce nFOR SEE CHART SEE CHART FOR MIN. LENGTH FOR MIN. LENGTH tE tE TRANSOM BEAD FRAME Z S r S1 N N 2 = O G t i TYPICAL ANCHORS SEE ELEVATIONS � v M FOR SPACING z p ¢ SEE CHART FOR MIN. Zt� SMS LENGTH F- V/ m n Z U AT 12" 0.1 MAX. y CQ7 O N w � PC ALTERNATE LOCATION 22 17525 Vj.'^.. 15 FOR ANCHORS � ?� �o 18 8 15 V1rn 0 O 1►RODDCC REVISED 8tM/tI1C"MIY the Ruld, • y c, _ 19 -_-- - - Ry1tMMo Mie SEE 18 • L. o�gD E 11 15 1B ��..SXTERi:OR Carted z may'.• c g g 4 $03 8 D.L.O. a, rc a a EXTERIOR a FINISHES 73 3/8' MAX. o � ry ;� 4 GIEt2S BY 07H TRANSOM LEAF WIDTH am 3/8' MAX. OOOR/TMMNSOM WIDTH m •� o g LoaDSeIFMARIwc TRANSOM DETAILS S QO O II I I Engr: JAVAD ANMAO _n 1 0 o FLA. PEML 70592 �+ o II CAN. 138 _U S a v C1 � 71i5 c� _ drawing no. .1 W13-68 OPERABLE DOOR WITH TRANSOM sheet 00of 16 TYPICAL ANCHORS SEE ELEVATIONS m FOR SPACING SEE CHART I n gg FOR MIN. LENGTH 3 iBY WOOD BUCK mom _ FASTENERS BY OTHERS Z ` n ao EXTERIOR •EDOE'DIST: ° . NARROWFIN BY (OTHERS ',•_CONCRtSTE TYPICAL ANCHORS 9 O SIOELITE �" I SEE ELNG"EV. TYPICAL ARCHORS Q. 4..._ FOR SPACING SEE CHART SEE ELEV. cpi ', FOR MIN. LENGTH ' FOR SPACING SEE CHART 2 14 FOR MIN. LENGTH 16 16 - fj z of O �p ig M ffi 02 � m QuZi�F� is EXTERIOR • ' • 3 7 D.L.O. 7 EXTERIOR v N FINISHES 131' OTHERS NARROW SIOELTE LEAF WIDTH z j � a O N 3/8' MAX. 39-3/8' MAX. 3/8- MAX. P RODUC f REYM J o n LOAD BEARING STAND ALONE SIDELFTE WIDTH LOAD BEARING I*CmPb%gwh►ift gkto v SHIM SHIM Yoi(asCoA� N AKepWR Na -O 0 34j� TYPICAL ANCHORS I.*.""not.6p d n SEE ELEV. zcn FOR SPACING SEE CHART 1Nld nM o FOR MIN. LENGTH T g F U 9 OWIDE 2 ELITE a U m N TYPICAL ANCHORS SEE ELEV. ? Rn } e FOR SPACINGSEE CHART 'a 22 14 FOR MIN. LENGTH in- 16 16 0 t; - - - - METALTR STRUCTURE $ $ 3 s 3 00 8 18 ° g POURED k HARDENED ��� EXTERIOR O � � � � HIGH STRENGTH GROUT ? f'c = 5000 PSI MIN. 19 D.L.O. 8 O NOT BY SJ.W. 3 6 6 MUST TRANSFER SHEAR LOADS TO STRUCTURE WIDE SIDELTE LEAF WIDTH LOAD BEARING 1�2 (SOLID SHIMS 3/BMAX. 39-3/8" MAX. 1/4' MAX.OPTIONAL % GROUT) LOADBEARING STAND ALONE SIDELTE WIDTH SHIM m ' G o SHIM yam um SIDELITE DETAILS Fn_ Eq, JAVAD. AHMAD b �TT,,, CIVIL n n FLA. PE 70592 C.A.N. 53B r�6.E 01 li fEQ O .U1G DI8T. PICAL ANCHRS drawing n0. SEE ELEV. SEE CHART FOR SPACING W1 3-68 FOR MIN. LENGTH bTAND ALONE STATIONARY UN1T9 (SINGLE SIOB.ITE) sheet 11 Of � 8 un O O yayy�yay-•�� �IlII�J� l�tjy r`tM O m �j► 3 TYPICAL ANCHORS Ou SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH 'j 91 z sMs s 0_ 6WSMEROW AT 6° FROM ENDS HARROW SHIM F W tgy 'O.C. SIDELIIE AS REOD.14O 16 ,5 j o a� paao 0cu�m - \J 25 EXTERIOR 3 6 3 EXTERIOR D.L.O. D.L.O. e FINISHES LTY OTHERS NARROW SIDELITE LEAF WIDTH 36 9/16' rn N MAX. DOOR LEAF WIDTH o RE1NF. SEE CHART 76' (XX) 7k+� 3/8' MAX. SIDELITE WIDTH (SEE SHEET 5) 39 3/8' (X) IAD BEARWG SHIM MAX. DOOR FRAME WIDTH z Q Q rM Z.n TYPICAL ANCHORS NOTE: SEE ELEV. MAX. FRAME AREA OF ALTERNATE SIZE NOT TO EXCEED=127.31 SO. FT. c § w rn F- a: , SE CPHARi FOR lQil Q U m N MIN. LENGTH 012 SMS 9 O SIOELRE ©WIDE AT 6' FROM ENDS SID& 12' O.C. T 0 va g to Q in ►RODUCPREVISEO weenllfo 6e FbrMX iq �o oL•13 � Catlel EXTERIOR WIDE SIDELITE LEAF WIDTH 36 9/16' SIDELITE WITH DOOR DETAILS U �o MAX. DOOR LEAF WIDTH n 76' (XX) Egr. JAVAD AHMAD 3/8' MAX. SIDELITE WIDTH (SEE SHEET 5) 39 3/8' (X) ' IAOSHEARING MAX. DOOR FRAME WIDTH SCAN. 638 92 b )CT. 15 U drowing no. W13-68 4.600� .094 .750 1,750 2122 Q DOOR/SIDELITE FRAME HEAD/SILL 4.000 6.000 8.000 FRAME JAMB TOP/BOTTOM RAIL BOTTOM RAIL 4.600�{I .4.600 094 I �{I 750 L�94 I 1 8 -T yi 750 1.750 •1.625 1.000/ -� 6.562 2.122--4 O TRANSOM MULLION 1 TRANSOM FRAME HEAD 4.040------1 11 3.000 2.000 .078 .125 TYR 6 HINGE/LOCK STILE 2.040 -1 2.000 .078 1 )[1 125 TYP. (7) SIDELITE SASH STILE ��1.486 1.07r 6 2156 094 08 1.795 DOOR TRANSOM MULLION ADAPTER .170 .056 I 1.859 2.118--�i JAMB SCREW COVER 080 .930 F�-2.010 9a TRANSOM SCREW COVER FLUSH BOLT BLOCK sss� 1.000 a$a 1.365 062 1.238 tz INTERIOR GLASS STOPS r1.900-1 L146 .094 2..094 1.869 00� .084 174� .078 [ -2021 CHAIR RAIL 1 (14) JAMB/MULL ADAPTER LJL=�3`75 .078 J1.070 F^- SNAP COVER .662-q 1.196 FRODuc r REVL9ro .'A1050�-.500� Imo-=iMlY lie F7ot(t� .803 '.922 I 1C�=MYw bete -d dgs 1.385 1.365 11. .75� _ .144 I C 1.116 F� I3 1® EXTERIOR GLASS STOP ao .299 .717 1.s 062 -� 1.939 II 31I___ 415 IIII r .150�11� 36 THRESHOLD COVER DOUBLE DOOR ASTRAGAL ---i 1.375 1-- SINGLE DOOR ASTRAGAL [213IM12- .250 500 =4.632 OPTION #2 ADA THRESHOLD STEEL REINF. 102 sao OPTION #1 29 ADA THRESHOLD 2015 orawmg no. W13-1 LOCK OPTIONS 1 & 3 STD, 3 POINT LOCK MAX. FRAME HEIGHT = 108 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE LEAF: OPTION Oil 3 POINT LOCK ASSEMBLY (MIBOSS) BY 'ADAMS RITE' WITH 4015 THROW BOLT AT 35-1/2" FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION N3: LOCK ASSEMBLY (W5110-STACTB) BY 'ASHLAND' WITH THROW BOLT AT 35-1/2" FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP 1 II L ACTIVE TNACi1VE I I ACTIVE 36-9/16' 36-9/16' LOCK OPTION �I2 NOT USED LOCK OPTION 4 MAX. FRAME HEIGHT = 97-3/4 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 60 PSF ACTIVE Lc_AF: EXPOSED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON FACE OF LEAF STILE LOCATED AT ' 13-1/2' FROM BOTTOM AND 34' FROM TOP INACTIVE LEAF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC: MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2" FROM BOTTOM AND 34" FROM TOP - _ ACTIVE INACTIVE ACTp'E 36-9/16' 36-9/i6' LOCK OPTION 5 PANIC EXIT DEVICE (SVR) MAX. FRAME HEIGHT = 97-3/16 IN. MAX. LEAF WIDTH = 36-9/16 IN. MAX. DESIGN LOAD = 62 PSF ACTIVE & INACTIVE AF: SURFACE VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38" FROM SILL AT EACH LEAF. PANIC BAR FASTENED TO LEAF WITH (1) #8-32 X 1/4" SOCKET HEAD MACHINE SCREW (1 #6 X 3/4' FH TEK SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WITH (2) 1/4-20 X 1-1/4' SCREWS. ITEM # PART 9 REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 SIV1523 AS REQD. FRAME TRANSOM HEAD 6063-76 ALTERNATE TO 2 2 SIW505 1 DOOR/SIDELNE FRAME HEAD/SILL 6063-T6 ' - 2A SIW5059 1 TRANSOM MULLION 6063-T6 - 3 4 SIW508_ SIW502 2/DOOR FRAME JAMB 6063 T6 6063-T6 - - 1/ LEAF _ DOOR TOP/BOTTOM RAIL 5 SIW537 1/ LEAF DOOR BOTTOM RAIL (6') 6063 T6 SEE SHEET 13 5.1 SIW536 1/ LEAF DOOR BOTTOM RAIL (8' 6063-TB SEE SHEET 13 6 SIW503 2/ LEAF HINGE STILE/LOCK STILE 6063-76 - 7 SIW507 2/ LEAF STDELTTE SASH STILE 6063-T6 8 SIW542 AS READ. DOOR TRANSOM MULLION ADAPTER 6063-T6 9 SIW511 AS READ. SCREW COVER 6063-T6 JAMB & TRANSOM 10 SIWSO9 AS READ. DOUBLE DOOR ASTRAGAL 6063-T6 - IDA I SA4535 AS REQD. SINGLE DOOR ASTRAGAL 6063-T6 - 11 SIW510 AS READ. SCREW COVER 6063-T5 - 12 SNi512 AS READ. INTERIOR GLASS STOP 6063-T5 - 12A DWF-024 AS REQD. INTERIOR CLASS STOP 6063-T5 - 13 SN1513 AS REQD. EXTERIOR GLASS STOP 6063-TG - 13A STW533 AS READ. EXTERIOR GLASS STOP 6063-T6 - 14 SO4504 AS READ. DOOR JAMB/MULL ADAPTER 6063-T6 - 15 9016E - BULB W STRIPPING VINYL CENTRAL PLSTICS 16 U4513 - O-LON W'STRIPPING VINYL SCHLEGEL 17 5530 AS READ. INTERIOR GLAZING GASKET (OUROMETER 70f5) SANTOPRENE BY CENTRAL PLASTICS 17A 5531 AS REQD. EXTERIOR GLAZING GASKET (DUROMETER 701:5) SANTOPRENE BY CENTRAL PLASTICS 18 W2320INW0020 AS RQD. FINSEAL PILE WSTRIPPING - ULTRAFAS 20 Q8 X 1/2' - ASTRAGAL. SCREWS PH SMS - AT 4' FROM ENDS & 8" O.C. 21 18 X 1/2' AS REQD. GLASS STOP SCREWS SELF DRIVING - AT B" FROM ENDS & 15" O.C. MAX. 22 #12 X 1-1/4' - FIX. PANEL SCREWS PH SMS - AT 6' FROM ENDS & 17' O.C. MAX 24 SD44HD. 4/LEAF BUTT HINGES ST. STEEL DELTANA 25 - AS READ. MULLION REINFORCING STEEL - 26 #12 X 4" 1/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 27 #12 X 2' AS REQD. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH SMS 28 #12 X 1/2' AS REQD. HINGE ASSEMBLY SCREWS ST. STEEL FH MS TYPE F SS 29 20305 AS REQD. ADA THRESHOLD OPTION #I 6063-T6 30 US019AV35 AS REQD. DOOR BOTTOM SWEEP ALUM/VINYL BY CRL 31 SIW521 - FLUSH BOLT BLOCK 6063-T6 - 32 #2 - FLUSH BOLTS - SULLIVAN & ASSOC. 34 SIW539 - 2" CHAIR RAIL 6063-T6 - 35 SIW546 1 ADA THRESHOLD OPTION #2 6063-T6 38 1 SIW547 1 ITHRESHOLD COVER 6063-T6 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. /RODUCFHEVISED _t..ahlN Witt 0t F 0mg Q �L 0 O a� of a G paj Mg 16 a90 a HE� J � o I 0 0 N n a o O>n Zw� � VZU n a. 0 m ^ to v HINGES 4' X 4' ST. STEEL BUTT HINGES DELTANA (DSB4NB OR SD44HD) E^9r. JAVAD AHMAD AT 13" FROM TOP AND BOTTOM ENDS AND 26-5/8" O.C. MAX. FIA, p� 170592 r HINGE ATTACHED TO DOOR FRAME AND DOOR STILE cA '3538 0 s USING (4) #12 X 1" FM MS M 3 HINGES PER LEAF UPTO 6/8 HIGH DOORS 4 HINGES PER LEAF DOORS HIGHER THAN 6/8 drawing no. WI 3-681 m O O m m� m `\ \ V N Z • \ n 0 O \ \ m N r u ��xo m ' \ U� m� 0 vyx 0 \ m e x m m J v revisions: lfjc SERIFS SOD-9 ALUM OUISYANG ENTW�ICE DOOR (LM.6) AL-FAROOQ CORPORATIONesen ion ENGINEERS & PRODUCT DEVELOPMENT n =01.14 RA•wNUEMsSIWIMPACT WINDOWS, LLC. 0 0825.14 NO CHANGE THIS SHEET MIAMI,.FL RI AVE 975 S. CONGRESS AVE. #102 MIAM1, FLORIDA33174 y I dr. ey HaAlo C 07.29.15 NO CHANGE THIS SHEET CY)DELRAY BEACH, FL. 33445 TEL Isa6> 264asoo FAK EsoS) 2626978 COP eAk 6Y• o taoa,ts NO GWlGE 7M5 SHEET TEL (561) 274-9392 FAX (561) 274-9262 C041P-ANL\W73-6851W m eP 6m • O N • m CN y X m mm O m rill Z m S O Fl m�g V N f f'. ��w a date: 12_�o-1a revisions: SERIES SOG-9 ALUM GUfSY�MG ENTRANCE DOOR (LId.L) AL-FAROOQ CORPORATION nc ENGINEERS&PRODUC7 DEVELOPMENT SIW IMPACT WINDOWS, LLC. (� MIAMS.W. AVE Eue�ID 975 S. CONGRESS AVE.102 MUUNI, FLORIDARI33174 o DELRAY BEACH, FL 33445 TEL. (305) 2648100 FAX(805)262-S979 00 0 ohR by. TEL (561) 274-9392 FA). (591) 274-9262 COMP-ANL W13-68SIW no 9dateb escnIonAREV.PEARERCOA41FN15aNO CNNJGE T/5 SHEEfCNOCWINGE 7N1G SEE] NO CHANGE 'THIS SMiT