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HomeMy WebLinkAboutREVISIONefi ay\) OFFICE USE ONLY: / (. DATE FILED: A 6 7 ���-- REVISION FEE: . -File_copy I PERMIT # L <R1 a a no RECEIPT # PLANNING & DEVELOPMENT S BUILDING & CODE REGULATION D 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE - ��� �� V e ADDRESS: 3 ,9a 5' M r�r+ 1����ce t ���-3.4 9 99- DETAILED DESCRIPTI N OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: Ez PHONE (D. ARCHITECT/ENGINEER INFORMATION: NAME: i <<,e ADDRESS: CITY: ) t r PHONE (DAYTIME): _ SLCCC: 9123109 Revised 06130/17 ST. LUCIE CO CERT. #: ZIP: FAX: —archi-e6-fot4)c STATE: FAX: ZIP: 1/12/22 2:35 PM PURGED CUSTOMER ORDER REPORT No. 0283 - 484239 Store: 0283 FT PIERCE Current Order Status: Done Name Home Phone FEDYNIK ANTHONY TONY (772 ) 9409372 ADDRESS: 3226 MURA DRIVE work Phone Company Name CITY: FORT PIERCE Job Description window smaller STATE: FL Zip Code 34982 COUNTY: SAINT LUCIE ORDER • $907.93 SALES TAX $63.56 TOTAL $971.49 BALANCE DUE $0.00 REFUND OWED $0.00 - A � (�W-1 1 4/20/21 _ 1 $971.491 00097 09932 1 THE HOME DEPOT ', ;�� Yr'nr Zf # .u, _ .._� u... u .B:rra.:Folldw,.0 date- 1 tony is going to close in opening to fit a 52 wide window FYI N/A ONLY 4 The customer came in today and wanted to know when his order would be ASSOCIA 8/23/21 coming in, I call Joes and Per Jose Nunez, the ETA for your PO is showing TE an ETA of August 23. 1 will call the customer and inform him. 5 Customer called to find out if window was here FYI N/A ONLY 6 Closed open note as order is in "done" status. FYI N/A ONLY 1 SHIP TO: THE HOME PO#: 83529551 DEPOT ►1 `re 1 = :•� dA.i` y'Kj4" d 'afl :... ..y ifggl „^. '✓F+ ,..'..... Yd � `%W,t= �'f 1. !.. ,�§,F.'� +�,4.tRT+k .'LJ ds y�, �'�.. �yx3� 5. ,.r # =T "� v siN ✓f-.f yU..: �cX^J`" ?Mv -Y '° F kf p t�. „'' ., T;do- fd✓' t Y:v.. KnTi1} 'b h'.IT� `M1. t" S�+i.. 'E iSr <�.: Bin kt to ? �'..' F '4i, _. ,y C.a '.,.. .. �i �f.. p Follor�-.0 ;tlate 1 /! S01 PO Acknowledgment notification was triggered manually by User: FYI N/A TAG684 ONLY 3 ** FROM VNDR ATTN:S0103 PRODUCT SHIPPED; EXPECTED FYI N/A DELIVERY ON 2021-07-20T00:00:00-0400 BOL# - 540244 PRO# - ONLY 26131716 ::REF#� 1 ; SKUff QTY r',.,A,c,.: v UMW ?,T,`�cKs,x:a ,.: g� t t DESC211?T�ON' i `{ d,j � S 4s �.r y, z. J,y ;yr #, LXf 'cs-r,.,,_!.,y:r Yy S_.�-�+ �dg i `"K �: � 'S. Z L+m�i'Fi0.l -�•. ^"`: Y> „ ,�' " A w: �fi .#� ,}#-'" ^w"x 1f ,�..c,,. .lam �._.x,��..��s..a��.r,=t.RTAIL�� . 5.: �'�1.. �f ,. RETAIL= 1/12/22 2:35 PM S0101 1000026796 1.0 EA 70 SERIES BLOCK IMPACT Y $421.29 $421.2� SINGLE-HUNG- 21271MPACT{#1) JACDESC=70 SERIES BLOCK IMPACT SINGLE- HUNG-21271MPACT, LOOKS, TWIN SINGLE - HUNG, EQUAL SASH, 70 1/2" X 50" OVERALL FRAME, 34 3/4 X 50, ZIP: 34951, SOUTHERN ZONE, TIP TO TIP FLANGE WIDTH = 35.75 TIP TO HISTORYLINE x�Date��` �%Time . � Quanfi � ���,.� Trah,Lsa�✓fton�D�escr�=_tton�gp� ��3�cl��� � �User�D �' Ke. rec�% f} �;,_ F ✓ h' i5 fi b t� � � "b akT +' ,L :'+' � t WY .Nk x v. 7"``4,S' iw+ i1+i >"e .%D Z s q'1 F �'"k 4/20/21 4:07 PM 1.00 CUSTOMER ORDERED sv995 4/20/21 4:07 PM 1.00 VALIDATED sv995 4/23/21 1:13 AM 1.00 Vendor missed 1 st SLA - Reminder sent SYSCOM 4/26/21 12:55 1.00 Vendor missed 2nd SLA - Worklist task added SYSCOM AM 4/26/21 2:37 PM 1.00 VENDOR ORDERED SYSCOM 4/30/21 9:10 AM 1.00 RESCHEDULE EXPECTED DATE SYSCOM 6/24/21 12:57 1.00 Missed ETA SYSCOM AM 6/28/21 12:53 1.00 Vendor missed 1st ETA - Reminder sent SYSCOM AM 7/15/21 12:50 1.00 Missed ETA SYSCOM AM 7/19/21 9:44 AM 1.00 RESCHEDULE EXPECTED DATE SYSCOM 7/21/21 12:32 1.00 Missed ETA SYSCOM AM 7/23/21 12:37 1.00 Vendor missed 1 st ETA - Reminder sent SYSCOM AM 7/26/21 12:24 1.00 Vendor missed 2nd ETA - Worklist task added SYSCOM AM 7/27/21 12:45 1.00 ETA missed - Task past due SYSCOM AM 7/28/21 12:39 1.00 ETA missed - Task aging SYSCOM AM 8/16/21 5:02 AM 1.00 RESCHEDULE EXPECTED DATE SYSCOM 8/16/21 5:02 AM 1.00 PRODUCT SHIPPED SYSCOM 8/16/21 2:52 PM 1.00 DETAIL RECEIVED SYSCOM 2836147 7 8/16/21 3.20 PM 1.00 PRODUCT PICKED KXN5671 8/21/21 9.56 AM 1.00 ICIJ.RTOMER PICKED UP DMOOENL 1/12122 2:35 PM S0102 1000026796 1.0 EA 70 SERIES BLOCK IMPACT Y $421.29 $421.2E SINGLE-HUNG- 21271MPACTATT TO {#1} JACDESC=70 SERIES BLOCK IMPACT SINGLE- HUNG-21271MPACT, LOOKS, TWIN SINGLE - HUNG, EQUAL SASH, 70 1/2" X 50" OVERALL FRAME, 34 3/4 X 50, ZIP: 34951, SOUTHERN ZONE, TIP TO TIP FLANGE WIDTH = 35.75 •� Da#e < Time 3 �'e.a Qua taty s"., z .M 3wa�`'.*:'^�sv#�t:�en �,�. �:..-� �$ �.t"' i d,.l..^>t {{»» Transaction Description w .. „t ti' a 4: r s i't• '"`:5 User ID, " ,- ..�' Keyrec./ S 7. F#'x'Y2 ,1d3 t1 j 5§ C s.�.iYi�^h`9 b $5'4t+�'R h+;:4 it'io-n}.rv•. g,, '✓a M,.:"� C1n z3 4 7 ,zp .*ry 2' C , 4,"1 �N�?��.,,.:;...�`� 4/20/21 4:07 PM 1.00 VALIDATED sv995 4/20/21 4:07 PM 1.00 CUSTOMER ORDERED sv995 4/23/21 1:13 AM 1.00 Vendor missed 1 st SLA - Reminder sent SYSCOM 4/26/21 12:55 1.00 Vendor missed 2nd SLA - Worklist task added SYSCOM AM 4/26/21 2:37 PM 1.00 VENDOR ORDERED SYSCOM 4/30/21 9:10 AM 1.00 RESCHEDULE EXPECTED DATE SYSCOM 6/24/21 12:57 1.00 Missed ETA SYSCOM AM 6/28/21 12:53 1.00 Vendor missed 1 st ETA -Reminder sent SYSCOM AM 7/15/21 12:50 1.00 Missed ETA SYSCOM AM 7/19/21 9:44 AM 1.00 RESCHEDULE EXPECTED DATE SYSCOM 7/21/21 12:32 1.00 Missed ETA SYSCOM AM 7/23/21 12:37 1.00 Vendor missed 1st ETA - Reminder sent SYSCOM AM 7/26/21 12:24 1.00 Vendor missed 2nd ETA - Worklist task added SYSCOM AM 7/27/21 12:45 1.00 ETA missed - Task past due SYSCOM AM 7/28/21 12:39 1.00 ETA missed - Task aging SYSCOM AM 8/16/21 5:02 AM 1.00 RESCHEDULE EXPECTED DATE SYSCOM 8/16/21 5:02 AM 1.00 PRODUCT SHIPPED SYSCOM 8/16/21 2:52 PM 1.00 DETAIL RECEIVED SYSCOM 2836147 7 8116/21 3:20 PM 1.00 PRODUCT PICKED KXN5671 8/21/21 9:56 AM 1.00 CUSTOMER PICKED UP DMOOENL 1/12/22 2:35 PM S0103 1000026796 1.0 EA 70 SERIES BLOCK IMPACT Y $65.35 $65.3r, SINGLE-HUNG- 21271MPACTATT TO {#1} JACDESC=70 SERIES BLOCK IMPACT SINGLE- H U NG-21271 M PACT, LOOKS, TWIN SINGLE - HUNG, EQUAL SASH, 70 1/2" X 50" OVERALL FRAME, 34 3/4 X 50, ZIP: 34951, SOUTHERN ZONE, TIP TO TIP FLANGE WIDTH = 35.75 HISTORYLINE£. :vy }� °, .,srfi Date EKN 2y 3r'+x''t"YiY h. f$ Time j; sr �` ,�a„•m":io-{v"-�y FQuaritiiy 4'«.5.'" 'e�''r�'E _;.' 3t%s +'v. 31;+ "s.f'»°''w`' �� v °itl•`rr5 r �'-4 {""4;�ar.;F:y L3£'7oY z'¢'s.na t7d...Y ,}„ '<Transac#ro escri #ions ' k " .l 4°; r n )^iYc. 2 §.{{ii `t Iser lD ':'vt S k 7 t � `.1, Keyrec /, 4r r t G _ d d. _ � x ,.r' .t i t a ✓ c E 5 �a < SS„°. 4/20/21 4:07 PM 1.00 CUSTOMER ORDERED sv995 4/20/21 4:07 PM 1.00 VALIDATED sv995 4/23/21 1:13 AM 1.00 Vendor missed 1st SLA - Reminder sent SYSCOM 4/26/21 12:55 1.00 Vendor missed 2nd SLA - Worklist task added SYSCOM AM 4/26/21 2:37 PM 1.00 VENDOR ORDERED SYSCOM 4/30/21 9:10 AM 1.00 RESCHEDULE EXPECTED DATE SYSCOM 6/24/21 12:57 1.00 Missed ETA SYSCOM AM 6/28/21 12:53 1.00 Vendor missed 1st ETA -Reminder sent SYSCOM AM 7/15/21 12:50 1.00 Missed ETA SYSCOM AM 7/19/21 9:44 AM 1.00 RESCHEDULE EXPECTED DATE SYSCOM 7/19/21 9:44 AM 1.00 PRODUCT SHIPPED SYSCOM 7/21/21 12:32 1.00 Missed ETA SYSCOM AM 7/22/21 10:28 1.00 DETAIL RECEIVED SYSCOM 2835522 AM 5 8/16/21 5:02 AM 1.00 RESCHEDULE EXPECTED DATE SYSCOM 8/16/21 3:20 PM 1.00 PRODUCT PICKED KXN5671 8/21/21 9:56 AM 1 1.00 CUSTOMER PICKED UP DMOOENL WILLtCALL LINECONTACT z q'�� sS�U r,,v1t�?'*'; r •er-i kwFTY a � BR" ' y .;�Tt s.i "S s_yt ,, k tz,,xy SKU,DESC' 1 +.nif 7 � S'�+Y w�+vn 4d5 `' i.':" E'U R'�Nlx ,.. �;? ��"LS i�i`+ r. ,NAMt, 4 tony 515664 CUSTOMER PICK-UP WILL -CALL ���� �^-� 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! 2—OW 0 Dania Beach, FL 33004 Certificate of Authorization:29578 R191WED FOR954.399.8478 PH 954.744.4738 FX CODE COMPLIANMct@buildingdrops.com ST. LUCIE COUNTY Product Evaluation pep° C(IG�Z7� iof American Craftsman Windows Silver Line Windows and Doors 70 Series / V1 Series / (2127) Single -Hung Windows (HVHZ)(IMPACT) for Florida Product Approval Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung 70 Series / V1 Series / (2127) Single -Hung Windows PVC See Installation Instructions, SWDOSO Prepared for: Silver Line Windows and Doors One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 10/14/2020 Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2020.10.22 02:28:29 +02'00' Hermes F. Norero, P.E. Florida P.E. No. 73778 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: Silver Line Windows and Doors Product Category: Windows Product Sub -Category: Single Hung FL#:FL14911 Date: 10/14/20 Report No: 7263 Compliance Method: State Product Approval Method (1)(d) Product Name: 70 Series / V1 Series / (2127) Single -Hung Windows (HVHZ) (IMPACT) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Windows and Doors based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Current Florida Building Code. See Installation Instructions SWDOSO, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the Current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of Installation Instructions SWD050 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD050 for size and design pressure limitations. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: o: 7 N6 Report No: 263 Certificate of Authorization: 29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Quality Assurance Entity through Window and Door Manufacturers Association (FBC Organization #QUA2515). Performance Standards: The product described herein has been evaluated per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-12 • ASTM E1996-17 • AAMA/WDMA/CSA 101/I.S.2/A440-11 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization # TST1589) Report: Dated: NCTL110-16327-1 08/13/2013 Signed and Sealed by: Harold E. Rupp, FL PE No 15935, Sealed Date 02/06/18 NCTL110-16327-2 11/05/2013 NCTL110-16327-3 08/13/2013 11524.01-109-47 05/01/2018 11238.01-109-47 03/28/2022 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization #: QUA2515) 3. Material Certification Miami -Dade County Notice of Acceptance Eastman Chemical Company (Previously Solutia) Saflex (Vanceva Composites) PVB Interlayer 4. PVC profiles meet requirements of WDMA/HaliMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 3 of 4 BUILDING DROPS .' A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Installation: FL#:FL14911 Date: 10/14/20 Report No: 7263 Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation requirements. Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. Manufacturer has tested their products to the following test standard edition(s): 1) AAMA/WDMA/CSA 101/I.S.2/A440-08 2) ASTM 11886-05 3) ASTM E1996-06/09/12 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) AAMA/WDMA/CSA 101/I.S.2/A440-11 2) ASTM E1886-12 3) ASTM E1996-17 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All material test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 4 of 4 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203.94 • ASTM E330-02 • ASTM E1886-12 • ASTM E1996.17 • AAMA/WDMA/CSA 101/I.S.2/A440-I1 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IFS 11TE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. 70 SERIES / V1 SERIES / (2127) SINGLE- HUNG WINDOWS (HVHZ) (IMPACT) MAX OVERALL SIZE CONFIG. DESIGN MISSILE WIDTH HEIGHT PRESSURE IMPACT RATING 52" 73" O/X +55/-60 PSF LMI/SMI TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES & GLAZING DETAIL 2 - ELEVATION & ANCHOR LAYOUTS 3 - VERTICAL SECTIONS 4 - HORIZONTAL SECTIONS 5 HORIZONTAL& VERTICAL SECTIONS, INSTALLATION NOTES& REINFORCEMENT DETAILS EXTERIOR / \ In 43/64" O.A. I.G. LAMINATED GLASS CONSISTING OF: 1/8" ANNEALED GLASS 7/32"STEEL SPACER 3/32" ANNEALED GLASS 0.090" SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/32" ANNEALED GLASS INTERIOR STEELSPACER—! V / MIN. GLASS 1/8" OR 3/32" _ BITE 7/16" SETTING BLOCK DOW 995 SEALANT TREMCO S700 SEALANT GLAZING DETAIL 1 NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. AERICAN CRAFTSMAN WINDO% .VER LINE WINDOWS AND DOG ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 N N 0 O ? m E � �ZEo 8 oa a3a Z oa..ms M�� _ = 0 Zsss � W vl Z 6 } ca m m o v3 � i p a 7TH FBC EDITION NUS o/14/z THEINSMEUTIONO— OESCNBEO .RAREGENERIC RN D MAY NOT REFIER ACNAL OONDMONS FOR R SPEOFIC SHE IF Sm CON OOIONS MM INSTA W SlION TO DEW nE FROM TNFREOUIREMENRDETAIIEOHEREIN,AU SED ENGINEER ORARCNNECTSN.LLLPREPARESmlPEOFIC OOtlIMENR FOR VSF V/OH TNIS OKUMEM. eason: I am approving this document ate: 2020.QIJ14Q�W2'00' E" * N . 7 7 �p S A OF ,'�* t O oN �DmA P. N,I �IIimWi7c 390 E DANIA BEACH.—. • ll0 DANV1 ERCK H. 3100E FBPE CFRT. OF AUTNOR GN N•. t95T0 FL k: FL14911 DATE: 01.23.18 DWG. BY: I CHK. BY: HR HFN SCALE: NTS Dwc.a: SWD050 SHEET: I MAX. O.A FRAME WIDTH 52" MAX. D.L.O. WIDTH 47.69" A B 3 3 MAX. D.L.O. HEIGHT33.50" C a MAX. O.A FRAME HEIGHT 73" D 4 MAX. D.L.O. HEIGHT 33.50" ELEVATION SINGLE HUNG WINDOW 3" MAX. 6" MAX. 6.25" MAX. FROM O.C. FROM I�-- CORNERSCORNERS I NOTE: ALL FASTENERS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB 6" MAX. O.C. ��o�� TRACK MUST BE FLAT HEAD 12.50" MAX. O.C. 3" MAX. ,X 6.25" MAX. FROM CORNERST FROM CORNERS I I ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW AERICAN CRAFTSMAN WINDO% VER LINE WINDOWS AND DOC ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 N 7 u m ? E �O z F W s viF';mmfl CL 0� m K z 3 i o oaa�_6 Ur .Niz < gg=aa Z s �Sx N po n w 2 W V 0 F 7 a } 10 m 1- w a a W 17TH FBC EDITION INUSho/14/1d 'n STATt OF r-' n- FBFE MT. OF-EHOF -NNa 39518 FL #: FL14911 DATE: 01.23.18 SCALE: NTS DWG.#: SWD050 I J SEE GLAZING DETAIL, SHEET 1 x w 2 EXTERIOR u INTERIOR CiF 0 SEE GLAZING DETAIL, SHEET 1 VERTICAL SECTION 3 NAIL FIN SEE GLAZING DETAIL, SHEET 1 INTERIOR SEE GLAZING r DETAIL, SHEET I rff-� VERTICAL SECTION 3 THRU FRAME AERICAN CRAFTSMAN WINDO% .VER LINE WINDOWS AND DOC ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 zm Z m �O �zG Z vie$ O MAN Z N aa Z S 5 W W= K W 5 c W z VIZ con LO � 0 W W a 17TH FBC EDITION INUShO/14/2([ IID S SIA-A OF V: af rve E. oeru erucH azw. � r. oerw�,rtnow reoe MT. OF oe w�xoavnorox Na FL#: FL14911 DATE: 01.23.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS oWG.#: SWD050 SHEET: 3 SECTION FOR INTERIOR BLOCK & TACKLE SEE GLAZING BALANCERS o� DETAIL SHEET 1 \ at— (J� T t-� XTERIOR D.L.O. MAX. FRAME WIDTH HORIZONTAL SECTION 4 UPPERSASH SEE GLAZING `DETAIL SHEET 1 INTERIOR EXTERIOR — D.L.O. MAX. FRAME WIDTH rD---� HORIZONTAL SECTION �-4j LOWER SASH SEE GLAZING DETAIL SHEET 1 �N@ ®/ L SEE GLAZING DETAIL SHEET 1 11 SECTION FOR CONSTANT FORCE BALANCERS I 1 fiERICAN CRAFTSMAN WINDO% .VER LINE WINDOWS AND DOD ONE SILVER LINE DRIVE NORTH BRUNSWICK, N108902 PH: (888) 741-0354 N3 u m za �zC o � z3a � °Dyke Cm�#�'3a � Z ¢ Z(9 2 g;e 14 W W N J W J = W (7 h Z u9 G S y m m m o n •. w a a H 6 REMARKS BY DATE 7TH FBC EDITION NUS o/1a/2 mm V0SAF 09B E--CHBLVD. 338 DAN41 BFK1l R 3% FBBB CDR. OF ♦UMOBDARON No. 2-6 FL #: FL14911 DATE: 01.23.18 SCALE: NTS DWG.#: SWD050 SHEET: MIN. JUtJSIKAIt EDGE DISTANCE �BY OTHERS MIN. EMBEDMENT PERIMETER SEALANT 1/4' BYOTHERSA;::� SHIMS ACE EXTERIOR Lk INTERIOR VERTICAL SECTION 5 THROUGH FRAME (HEAD) 1/4" MAX. SUBSTRAT SHIM SPACE BY OTHERS INTERIOR H- w c o EXTERIOR w z i EXTERIOR 1/4" MAX. SHIM SPACE nfAN SUBSTRATE MIN. EMBEDMENT SUBSTRATE INTERIORBYOTHERS BY OTHERS SCREW IN THE INTERIOR CHANNEL MIN. EDGE DISTANCESCREW IN THE EXTERIOR ,�„ Z CHANNELPERIMETER SEABY OT 1/4" MAX. EXTERIORMIN. SHIM SPACE EMBEDMENT EXTERIOR INTERIOR �gHORIZONTAL SECTION © HORIZONTAL SECTION S THROUGH FRAME (JAMB) 5 NAIL FIN (HEAD) J— 0.83" 0.77" 1 L 0.9" INTERIOR � �.IF LOCK RAIL P O \yJ ALUMINUM MIN. EDGE DISTANCE HORIZONTAL SECTION VERTICAL SECTION 5 NAIL FIN (JAMB) 5 MEETING STILE INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR.WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR MASONRY OR CONCRETE OPENINGS, 1X WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE INFORMATION. 6. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLAT HEAD ANCHORS. REINFORCEMENT DETAILS �{ [— 0.34" 0.87" L �-- 0.13" �- 0.46" 0.06" 0.45" 0.87" LOCK MEETING RAIL O BOTTOM LIFT RAIL & SASH ALUMINUM ALUMINUM ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN. EDGE DISTANCE WOOD: MIN. SG-0.55 48 WOOD SCREW 1S 0.75' PAN HEAD NAILING FIN METAL 18 GAUGE SIed, #8 TEK SCREW 3 THREADS MIN MIN. Fy a 33KSI PENETRATION 8EVOND O.6D' METAL Y10 PAN HEAD IN 1 5' 0.75 EXTERIOR CHANNEL WOOD: MIN. SG"0.55 #10 FLAT HEAD IN THE 1 5' 0.75' INTERIOR CHANNEL #10 PAN HEAD IN 3 THREADS MIN EXTERIOR CHANNEL PENETRATION BEYOND 0.60' METAL: 18 GAUGE Sled, METAL THROUGH FRAME MIN. Fy=33KSI 0INFLAT HEAD INTHE 3THREADS MIN INTERIOR CHANNEL PENETRATION BEYOND 0.60' METAL CONCRETE: fc=3000PSI 3116' ITW TAPCON 125' 1 75' FLAT HEAD FO.R. VCMUperASTM 3116' RW TAPCON _ MIN. 2000 PSI FLAT HEAD 125' 1.75' AERICAN CRAFTSMAN WIND01 .VER LINE WINDOWS AND DOC ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888)741-0354 3 0 �O 6°n� zm N E23a gzo o[ma 22 1M'i1 L72 Qz. � m P a z ;__� > so> W J= H Q OLL w V, "zz EO m v 2 0 lw m 0 w `/ f d 17TH FBC EDITION INUShO/14/2D1 DANIA eEAOE n DoOE ieVE CFAT.OE •UfNORVATION Nn teRB FL #: FL14911 DATE: 01.23.18 SCALE: NTS DWG.#: SWD050 l :j BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization: 29578 954.399.8478 PH 954.744.4738 FX cor 2 n�c ops.com Product Evaluation Report of h*'VWED VIEFOR i s i ovm%, ICAN CRAFTSMAN WINDOWS CODE COMPLIANCE ori PLY GEM WINDOWS ST. LLICIE COUNTY SILVER LINE WINDOWS AND DOORS BOCC (/u/ZZ Series 2723 (Part #230295)/2724/2728 (Part #230296 l [ Structural Beam Mullion (HVHZ) (Impact) for Florida Product Approval FL# FL6067 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub — Category: Mullions Product: Series 2723 (Part #230295)/2724/2728 (Part #230296) Structural Beam Mullion Material: 6063-T6 Aluminum Product Dimensions: See Installation Instructions, SWD015 Prepared for: Silver Line Windows and Doors One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 10/15/2020 Contents: Evaluation Report Pages 1— 3 Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2020.10.22 02:31:27 +02'00' s� i _* N �� o� - - Sq - v OF•;�� ��/Oflltll�• Hermes F. Norero, P.E. Florida P.E. No. 73778 BUILDING DROPS FL#: FL6067 A Perfect Solution in Every Drop! Date. 10/15/20 Certificate of Authorization:29578 Report No: 7268 Manufacturer: American Craftsman Windows, Ply Gem Windows Silver Line Windows and Doors Product Category: Windows Product Sub -Category: Mullions Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2723 (Part #230295)/2724/2728 (Part #230296) Structural Beam Mullion (HVHZ) (Impact) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Windows and Doors based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions SWD015, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of Installation Instructions SWD015 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD015 for size and design pressure limitations. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 2 of 3 BUILDING DROPS FL#: FL6067 A Perfect Solution in Every Drop! Date: 10/15/20 Certificate of Authorization: 29578 Report No: 7268 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Quality Assurance Entity through Window and Door Manufacturers Association (FBC Organization #QUA2515). Performance Standards: The product described herein has been evaluated per: Referenced Data: Installation: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 1. Product Testing performed by Testing Evaluation Lab, Inc. (FBC Organization # TST4317) Report #: TEL 05-1007-3 Report Date: 10/05/2005 Report #: TEL 05-1007-4 Report Date: 10/05/2005 Report #: TEL 05-1007-5 Report Date: 10/05/2005 Report #: TEL 05-1014-1 Report Date: 01/16/2006 Test report reviewed by Wendell W. Haney, P.E., FL P.E. #54158 2. Quality Assurance Entity Window and Door Manufacturers Association (FBC Organization #QUA2515) Refer to Installation Instructions (SWD015) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD015) for design pressures based on size, configuration, and glass types. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 3 of 3 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 June 14, 2017 TO: FROM: MANUFACTURER: Dear Sir (Madam), Whom It May Concern 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 TEL 954.744.4738 FAX www.buildingdrops.com Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, Ililt/,, F. O �O 7 -o � ���-cam'• DP� •�_��� Digitally signed by Hermes F. Norero, P.E. '/0NAi,E�G���` Date: 2017 06.14 21 4 30104'OOument Hermes F. �fbf�4o, P.E. Florida Registered Professional Engineer #73778 Page 1 of 1 AMERICAN CRAFTSMAN WINDOWS AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWIC- N108902 PH: (888) 7410354 SERIES 2723 (PART #230295), 2724, 2728 (PART #230296) STRUCTURAL BEAM MULLION (HVHZ) (IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TAS 203-94 TAS 202-94 TAS 201-94 ASTM E330.02 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE FIER. S. MULLION & CLIP MATERIAL: ALUMINUM 6063-T6 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL 7. SEE SHEETS 5-16 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONFIGURATIONS, AND DESIGN LOAD CAPACITIES. 8. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 C GENERAL NOTES AND TYPICAL ELEVATIONS 2 C MULLIONS CROSS SECTIONS 3 C ANCHOR CUP CONFIGURATIONS 4 C VERTICAL SECTIONS St ANCHOR SCHEDULES S C ANCHOR LOAD TABLES FOR 2723 (PART #230295) ONE-WAY MULLION 6 C ANCHOR LOAD TABLES FOR 2723 (PART #230295) ONE-WAY MULLION{MU ONLY 7 C ANCHOR LOAD TABLES FOR 2723 (PART#230295) TWO-WAY MULLION 8 C ANCHOR LOAD TABLES FOR 2723 (PART#230295) TWO-WAY MULLION-CMU ONLY 9 C ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULUON 10 C ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION{MU ONLY 11 C ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION C ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION-CMU ONLY 13 C ANCHOR LOAD TABLES FOR 2728 (PART #230296) ONE-WAY MULUON m1612 14 C ANCHOR LOAD TABLES FOR 2728 (PART #230296) ONE-WAY MULLION-CMU ONLY 15 C ANCHOR LOAD TABLES FOR 2728 (PART #230296) TWO-WAY MULLION C ANCHOR LOAD TABLES FOR 2728 (PART #230296) TWO-WAY MULLION-CMU ONLY L J_ W2 I wl 1 r L I ­4 Wl W2 {--- TYPICAL ELEVATIONS INSTRUCTIONS: 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: • ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OFTWO-WAY MULLIONS. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6-16. 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3 & 4. MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. m o L; O D] Z2 N F N9" Z)Go �5ms N ^ " Z Q OQ m m $ N N N x j W W r-A Q </ a F 6 \a 6TH FBC EDITION AG 30/17 ELEVATIONS UPDATED SM 6/19 7th FBC EDITION LH 10/20 fXGWFER ORAROIIIECTSf WL PREPRRESIfESPEO Igitally signed t IH IT F NDrero eason: Iqo g M me L �`, �..5 �p "* ..N.77 SA OF Q! 10 395 E. DNM BEACH . 37B DANIA BFAGL EL EBPE CERT. OF Ae OWATIDN N. 10 07B FL#: FL 6067 DATE: U1/11/19 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: ;wnni s I OF 16 Ln n m O SERIES 2723 (PART #230295) TUBE MULLION Ln N O 1.001, SERIES 2724 TUBE MULLION SERIES 2728 (PART #230296) TUBE MULLION NOTE: 1. MULLION PROFILES SHOWN ABOVE ARE OF ALUMINUM, 6063-T6 MATERIAL 2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, N108902 PH: (888) 741-0354 tn CQ O N Q i z F e W 0 ti��,G a m O 21 a 21 0.1KA Nw 26 V sgig m Z J = q 3 n f r a 6TH FBC EDITIONAG 10/17 ELEVATIONS UPDATED]SM 6/19 7th FBC EDITION LH 10120 im SIAX OF Y; le US E. DANIA SEACH M D3B DANA BUCK FL SJ00{ FWE CERT. OF WTHO MARON Na 29578 FL#: FL 6067 DATE: 02/11/19 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: C%A/Iln1 S I OF 16 7.68" e-1 }o: U n} ~ SEE DETAILS 1 & 2 r u1 BELOW eNi N Ln N O N O 7.68" MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) (6) ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING tn N O DETAIL 1 COUNTERSINK HOLE 7.68" SEE DETAILS 1 & 2 - BELOW LID N e-1 N 7.68" MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) (4) ANCHORS FOR CONCRETE & CMU ANCHORING Ln N ai O DETAIL 2 THROUGH HOLE NOTE: 1. EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE THROUGH THE MULLION ANCHOR BRACKET, AS LONG AS MIN. EDGE DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET. AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERUNE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 u 4T Z b 2 N 8 C'r �-4>>u Oo n ^ ^ Z u c - m yTNEV DO m fj� u w H � REMARKS BY DATE 6TH FBC EDITION AG 10/17 ELEVATIONS UPDATED SM 6/19 7th FBC EDITION LH 10/20 HE D"TAVATON DETNLt oFS DED"E.IN ABEG "' AD MAY NOT PEiEER/21WLL LONODIOM wX AS W im S1, It F 70E E. DM WAC1 ELw. 19 DNM BEAOL EL EW FifE CERT. W XXTROWMATION NO. 2077E FL #: FL 6067 DATE: 02/11/19 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: SWnn1S 931 OF 16 MIN.1-3/8" MAX. 2-1/4" EDGE DISTANCE MULLION ANCHOR VERTICAL I I I I BRACKET 50.2722 MULLION II (PART #230297) II I I I I MAX, 1 1/8" II MIN.1/2" 1 ANCHOR, #8-3/4" SELF I I 1/4" MAX. DRILLING SCREW FROM I I I I EACH SIDE OF THE MULLION INTO THE BRACKET, STAGGERED AS NECESSARY TO AVOID MIN. EMB. INTERFERENCE SUBSTRATE BY OTHERS MIN. EXTERIOR EDGE DISTANCE INTERIOR ANCHOR DETAIL 4 ULUON ANCHOR BRACKET 50.2722 (PART #230297) MIN. (6) #12 SELF EDGE DRILLING SMS SCREW DISTANCE HORIZONTAL TRANSOM MULLION 1/4" MAX. MIN. EMBED MAX.11/8" I I VERTICAL MIN.1/2" I j MULLION II I MULLION ANCHOR I i I 1ANCHOR, #8-3/4" SELF i i BRACKET 50-2722 I I I I DRILLING SCREW FROM (PART #230297) I I I I EACH SIDE OF THE MULLION INTO THE BRACKET, STAGGERED AS NECESSARY TO AVOID MIN.1-3/8" INTERFERENCE MAX. 2-1/4" EDGE DISTANCE EXTERIOR INTERIOR VERTICAL SECTION 4 ALUMINUM MULLION SIDE VIEW -VERTICAL EXTERIOR MAX.11/8" MIN.1/2" I MIN. EDGE DISTANCE SUBSTRATE BY OTHER 1 ANCHOR, #8-3/4" SELF DRILLING SCREW FROM EACH SIDE OF THE MULLION INTO THE BRACKET, STAGGERED AS NECESSARY TO AVOID INTERFERENCE MIN. 1-3/8" MAX. 2-1/4" EDGE DISTANCE Xx VERTICAL MULLION MULLION ANCHOR INTERIOR BRACKET50-2722 (PART #230297) MIN. EMB. 1/4" MAX. ANCHOR DETAIL J MULLION ANCHOR BRACKET 50-2722 (PART #230297) ANCHOR SCHEDULE FOR MULLIONS INSTALLATION SCREW EMBEDME EDGE SUBSTRATE TYPE CITY PER ANCHORTYPE NT DISTANCE LOCATION (IN.) (IN.) ANCHOR BRACKET WOOD 50-2722 (PART 6 #12 WOOD ANCHOR 1.5 0.75 #230297) CONCRETE/ ANCHOR BRACKET J" 0 SIMPSON MASONRY 50-2722 (PART 4 STRONG -TIE TITEN 1.0 2.00 #230297) ANCHOR ALUM. ANCHOR BRACKET MULLION/ALUM. 50-2722 (PART 6 #12 SELF -DRILLING SMS 3 THREADS 2.00 /STEEL #230297) NOTE -HEAD, SILL AND JAMB HAVE SIMILAR DETAILS NOTE DETAILS SHOWN ARE TYPICAL FOR ALL MULLION & CLIP ASSEMBLIES. SEE SHEETS 5-10 FOR ALLOWABLE MULLION CONFIGURATIONS, SIZES, AND DESIGN PRESSURES. AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741.0354 � bQ" u EE VIF 9 Q co N J Z A 2� a,> zss= off;'"m ^ g W 3 uNjNNO> m^ m V x J ui N`� W C/ G v�Wi W \ a F REMARKS BY DATE 6TH FBC EDITION AG 10/17 ELEVATIONS UPDATED SM 6/19 7Lh FBC EDITION I LH 10/20 b,.IA OO�V S F � !Y Ise L DANA E OA OAIM BEAW R BLw. Sa FIVE CM1. OF AUTHORIZATION IFa Ype7e FL #: F L 6067 DATE: 02/11/19 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: swnnl 5 4 OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF►• 2723 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) INSTALLATION TO WOOD CONCRETE ALUMINUM OR STEEL L - MULL W - TRIBUTARY WIDTH (IN) LENGTH (IN) 18.0 20.0 22.0 24.0 T26.0 28.0 30.0 32.0 1 34.0 36.0 1 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.2 96.8 94.7 92.9 91.4 70.0 100.0 100.0 100.0 100.0 100.0 100.0 1O0 0 100.0 100.0 100.0 100.0 98.9 95.5 92.5 89.9 87.7 85.7 83.9 82.4 72.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 97.7 1 93.7 90.2 87.0 84.3 81.8 79.6 77.7 76.1 74.6 74.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 98.7 1 93.8 89.5 1 85.8 82.5 79.5 76.9 74.6 72.6 70.8 69.2 67.8 MULLIONS L� MULLION -,,I wz It Wl 1 ONE-WAY MULLION DIAGRAMS TABLE NOTES: TRIBUTARY WIDTH = WSZW 22 SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #12 WOOD SCREWS 0.10^ H 3.25" • CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR z.a7^ • METAL: #12 SELF -DRILLING SCREWS (GRADE 5) 0.375" INSTALLATION SUBSTRATES: �__ • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" &EDGE DISTANCE OF 0.75". WOOD SHALL BE MIN. S.G: 0.55. II II 11.001, I-- • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE SHALL 2723 BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL PART#230295 BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1" THICK ALUMINUM 6063-T6. WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 ii1b�I. Z O N W U H ' d R �Nm�a r CR4':�gS a b ix 1, ma 175mSSal `>Nz o o' m N O0 I`_ N N 1 Z 3 3 m R � W 6TH FBC EDITION I AG 10/17 ELEVATIONS UPDATED SM 6119 7Lh FBC EDITION i LH 10/20 ``%%0111u1en,10",i FQ�UALIIIED ANCHOR CLIPS N.77 "0 S A OF 0 A . 0, �i �� FIL LDNG ws. No BuiOac OR�rs. Nc aoe a rS a�1CH aw. a3e oau euoL rt awoi MULLION ANCHOR BRACKET SO-2722 (PART #230297) FWE CFAT. OF AOOIQRATION Na 22575 ALUMINUM (6063-T6) FL#: FL 6067 FOR WOOD SCREW OR MULLION TO MULLION ANCHORING DATE: 02/11/19 ° + ° 4] DwG H R CH . 0 SCALE: NTS DWG.#: SWD015 SHEET MULLION ANCHOR BRACKET 50-2722 (PART#230297) ALUMINUM (6063-T6) FOR CONCRETE ANCHORING OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2723 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) - INSTALLATION TO CMU L- MULL W - TRIBUTARY WIDTH (IN) LENGTH (IN) 18.0 20.0 22.0 24.0 26.0 2&0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.2 96.8 94.7 92.9 91.4 70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 98.9 95.5 92.5 89.9 87.7 85.7 83.9 82.4 72.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.7 93.7 90.2 87.0 84.3 81.8 79.6 77.7 76.1 74.6 74.0 100.0 1 100.0 1 100.0 100.0 100.0 100.0 100.0 98.7 93.8 89.5 85.8 82.5 79.5 1 76.9 74.6 72.6 1 70.8 69.2 1 67.8 MULLIONS II MULLION-,,w2 W1 TRIBUTARY WIDTH = WI+W2 2 ONE-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. S. ANCHOR REQUIREMENTS: • CMU:1/4" SIMPSON STRONG -TIE TITEN ANCHOR 6. INSTALLATION SUBSTRATES: • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. QUALIFIED ANCHOR CLIPS +++J� ll+++l MULLION ANCHOR BRACKET50-2722 (PART#230297) 0.10" 3.zs ALUMINUM (6063-T6) z.a7" FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 0.375" -I 1.00" 0 + + O 2723 PART #230295 MULLION ANCHOR BRACKET50-2722 (PART#230297) ALUMINUM (6063-T6) FOR CMU ANCHORING AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERUNE DRIVE NORTH BRUNSWICK. NJ 08902 PH: (888) 741-0354 z _z r'lrj7 U z n EE 8 rnomyy N InasQ � N ¢~ Z n cca$ cc~j-�2 C7 mm A3 a.¢rj2c Q Zss=$ u N� �`O C4 N V7 Z2 FV �-� O N t O _ cm >m y l V d K N 2 m ¢ 6TH FBC EDITION AG 10/17 ELEVATIONS UPDATED SM 6/19 7th FBC EDITION I LH 10/20 M STAN OF y� � 325 F D�tllA EACH & . I w DAtU BEAM FL JJOM FBPE CERT. OF /i MOWATIM Na 29378 FL #: FL 6067 DATE: 02/11/19 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: SWD015 SHEET 6 OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2723 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONSI - INSTALLATION TO WOOD CONCRETE ALUMINUM OR STEEL L- MULL W -TRIBUTARY WIDTH (IN) LENGTH (IN) 18.0 20.0 22.0 24.0 1 26.0 28.0 30.0 32.0 34.0 36.0 1 38.0 40.0 1 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 62.0 64.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 500.0 100.0 100.0 100.0 100.0 100.0 100.0 98.0 94.6 91.5 88.5 85.7 62.0 100.0 100.0 1CO.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 92.1 88.8 85.7 82.9 80.2 77.7 64.0 100.0 100.0 lCO.O 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 94.2 90.4 86.9 83.7 80.7 78.0 75.4 72.9 70.6 66.0 100.0 100.0 1CO.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 93.7 89.6 85.9 82.5 79.3 76.3 73.6 71.1 68.7 66.5 64.4 68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.2 94.2 89.7 85.7 81.9 78.5 75.4 72.5 69.8 67.3 65.0 62.8 60.8 58.9 70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.0 90.9 86.4 82.3 78.5 75.1 72.0 69.1 66.5 64.0 61.7 59.6 57.6 55.7 54.0 72.0 100.0 100.0 1 100.0 100.0 100.0 100.0 300.0 99.2 93.4 88.2 83.6 79.4 75.6 72.2 69.0 66.2 13.5 61.1 58.8 56.7 54.7 52.9 51.2 49.6 74.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 91.4 86.0 81.2 77.0 73.1 69.6 66.5 63.6 60.9 58.5 56.2 54.2 52.2 50.4 48.7 47.2 45.7 MULLION 1f�Ll 1I�Cr'" TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. S. ANCHOR REQUIREMENTS: • WOOD: #12 WOOD SCREWS • CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR • METAL: #12 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE MIN. S.G: 0.55. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1" THICK ALUMINUM 6063-T6. WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL. 7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. TRIBUTARY WIDTH =2 QUALIFIED ANCHOR CLIPS �+++�� ��++4]- 0.1011T2.47" MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) 3 zs^ FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 0.375" O O 1.00" I F- 2723 PART #230295 MULLION ANCHOR BRACKET 50-2722 (PART #23022_7 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING AMERICAN CRAFTSMAN WINDOWS PLYGEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, N108902 PH:(888) 741-0354 NH to?wN� at W U u E yjF$ 8 momQ� rq N Q a Q"mR K m u ¢ C ~ aa $ C�C1 N¢ Q =O M a'Cc=0 Z 3s3a6 30 n N 5~i1 `J m $ m CN OJ En FV Nam W H N x m M <a 6 F H 1 REMARKS BY DATE 6TH FBC EDITION AG 10/17 ELEVATIONS UPDATED SM 1 6/19 FROM TNEREDUIREMEMSDEEMUEDHMKANG• W E lNEERORARODFERSNALLPREPARE5MSPEOFlC -itil IIIIl.. 7R STATE OF rF 328 E. OAtOA WE aw. 336 FFPE CERT. OF AUMOUAMON N. 29578 FL #: FL 6067 DATE: 02/11/19 owGHR �HKHFN SCALE: NTS DWG.#: SWD015 SHEET �f U OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSFI: 2723 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) - INSTALLATION TO CMU L- MULL W -TRIBUTARY WIDTH (IN) LENGTH (IN) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 1 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 62.0 64.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 94.7 90.0 85.7 81.8 78.3 75.0 72.0 69.2 66.7 64.3 62.1 60.0 58.1 56.3 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.8 91.7 87.1 82.9 79.2 75.7 72.6 69.7 67.0 64.5 62.2 60.1 58.1 56.2 54.4 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 93.8 88.8 84.4 80.4 76.7 73.4 70.3 67.5 64.9 62.5 60.3 58.2 56.3 54.4 52.7 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 90.9 86.1 81.8 77.9 74.4 71.1 68.2 65.5 62.9 60.6 58.4 56.4 54.5 52.8 51.1 6&0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 93.4 88.2 83.6 79.4 75.6 72.2 69.1 66.2 63.5 61.1 58.8 56.7 54.8 52.9 51.2 49.6 70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.4 90.8 85.7 81.2 77.1 73.5 70.1 67.1 64.3 61.7 59.3 57.1 55.1 53.2 51.4 49.8 48.2 72.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 93.8 88.2 83.3 78.9 75.0 71.4 68.2 65.2 62.5 60.0 57.7 55.6 53.6 51.7 50.0 48.4 46.9 74.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 91.2 85.9 81.1 76.8 73.0 69.5 1!3 63,5 60.8 58.4 56.1 54.1 52.1 50.3 48.6 47.1 45.6 MULLION W2 Wl I MULLION F-Wl--iF-W2 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. S. ANCHOR REQUIREMENTS: • CMU: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR 6. INSTALLATION SUBSTRATES: • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. TRIBUTARY WIDTH = 1+ 7 AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 _� V1 b = V Z E ry OIQto V1 9 000 a� rq pQ cc C 76 A�a As 0 �aj>c moo' JWo 3 co i--isp N CK Co H N `a w 6 6TH FBC EDITION AG 10/17 ELEVATIONS UPDATED SM 6/19 7th FBC EDITION LH 10/21 Ui QUALIFIED ANCHOR CLIPS * :'N. 7 fl S A OF 0 •�i���S' 0 C euNA mws Nc J•• E MA S AM F BLW. as• ow OF euw. n aim: MULLION ANCHOR BRACKET 50-2722 (PART #230297) L#: CERT. or umaavanoR N. s•s�e ALUMINUM (6063-T6) FL#: 0.10" 3.zs^ FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL 6067 z.a7" DATE: 02/11/19 H - - DWG. BY: CHK. BY: 0.37 I I R HFN -I l.00^ 4- + + + SCALE: NTS 2723 DWG. #: SW D015 PART #230295 SHEET MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) 0 FOR CMU ANCHORING OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSFI.2724 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) INSTALLATION TO WOOD CONCRETE ALUMINUM OR STEEL L - MULL W - TRIBUTARY WIDTH (IN) LENGTH (IN) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 97.0 95.5 94.2 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 96.1 93.3 90.9 88.8 87.0 85.5 84.2 68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 93.3 89.9 87.0 84.4 82.1 80.1 78.4 76.9 75.6 70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.6 88.5 84.9 81.8 79.0 76.6 74.4 72.5 70.9 69.4 1 68.2 72.0 100.0 100.0 100.0 100.0 10D.0 1 99.8 94.0 89.0 84.7 80.9 77.5 74.6 72.0 69.7 67.7 65.9 64.3 62.9 61.7 74.0 100.0 1 100.0 100.0 100.0 97.9 1 91.6 1 86.3 81.6 77.6 1 74.1 71.0 68.2 65.8 63.7 61.7 60.1 58.6 57.3 1 56.1 MU TABLE NOTES: �L L MULLION-,,W2 Wl ONE-WAY MULLION DIAGRAMS TRIBUTARY WIDTH = SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #12 WOOD SCREWS • CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR • METAL: #12 SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE 0.10" 2.82" MIN. S.G =0.55. z 07^ • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE SHALL BE MIN. 4000 PSI. 0.26" • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1" THICK ALUMINUM 6063-T6. 2 00" WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. 2724 AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888)741-0354 u O N W N L ilb Z9 E G 0 In cc co 0 I- -� o p3��n� m rR off;' a�� n N en h 0 m m m 2 yjNNN�� m `/ H r w \a a REMARKS BY DATE 6TH FBC EDITION AG 30/17 ELEVATIONS UPDATED SM 1 6/19 QUALIFIED ANCHOR CLIPS 7 ?o? * ; N SA OF O 4f/ it N'F]tiWIN �Z FUMA PS No 7377E DWD 4 DROP% MC Sue E. DANu DFAo1 BLw. I J]e MULLION ANCHOR BRACKET 50-2722 (PART #230297) DAM DEWL FL 37Wi nVE CERT.a AUiNDRIfAm Nm 295M ALUMINUM (606346) FL#: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL 6067 DATE: 02/11/19 DWG. BY: CHK. BY: + + o + HFN SCALE: NTS DWG. #: SW D015 MULLION ANCHOR BRACKET 50-2722 (PART#230297) SHEET l� ALUMINUM (6063-T6) FOR CONCRETE ANCHORING OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF)• 2724 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) INSTALLATION TO CMU L- MULL W -TRIBUTARY WIDTH (IN) LENGTH (IN) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 97.0 95.5 94.2 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 96.1 93.3 90.9 88.8 87.0 85.5 84.2 68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 93.3 89.9 87.0 84.4 82.1 80.1 78.4 76.9 75.6 70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.6 88.5 84.9 81.8 79.0 76.6 74.4 72.5 70.9 69.4 66.2 72.0 100.0 100.0 1o0.o 100.0 100.0 99.8 94.0 89.0 84.7 80.9 77.5 74.6 72.0 69.7 67.7 65.9 64.3 62.9 61.7 74.0 100.0 100.0 100.0 100.0 97.9 91.6 86.3 81.6 77.6 74.1 71.0 68.2 65.8 63.7 61.7 60.1 58.6 57.3 55.1 MULLIONS L MULLION W2 1 771 WS 1 TRIBUTARY WIDTH =W+2W2 ONE-WAY MULLION DIAGRAMS TABLE NOTES: I. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 2.82" 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 0.10" 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. 2.07" 5. ANCHOR REQUIREMENTS: 0.25" • CMU: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR 6. INSTALLATION SUBSTRATES: 2 00" • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 2724 7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. QUALIFIED ANCHOR CLIPS �+++�j �1+++� MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING t O + �l �l + O t MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) FOR CMU ANCHORING AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 09902 PH:(888) 741.0354 _ ; �p O It 2 u ? E g O N umiQ co g N Q N m$ a R C J S cc 6 m �T2 �m n N H Z Z NNN 00 h 7 m mt0 W � � N x , a a n a w REMARKS BY I DATE 6TH FBC EDITION AG 10/17 ELEVATIONS UPDATED SM 6/19 7th FBC EDITION I LH 10/20 n SIAX OF V. Ir 398 E DADA BFAW BlV0. I3H 0u BE�QL FL ]SOo{ F E CERT. OF AOiNNRA710R N 4n51E FL #: FL 6067 DATE: 02/11/19 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: SWD015 SHEET I0 OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSFI.2724 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) INSTALLATION TO WOOD CONCRETE ALUMINUM OR STEEL L- MULL W -TRIBUTARY WIDTH (IN) LENGTH (IN) 18.0 20.0 22.0 24.0 1 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 SBA 60.0 62.0 64.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 94.1 BL1 78.3 75.7 73.2 70.9 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 500.0 100.0 98.0 93.5 89.4 85.7 82.3 79.1 76.2 73.5 70.9 68.6 66.4 64.3 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 93.5 89.1 85.0 81.3 77.9 74.8 71.9 69.3 66.8 64.5 62.3 60.3 58.4 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.7 89.7 85.3 81.2 77.5 74.1 71.0 68.2 65.6 63.2 60.9 58.8 56.8 55.0 53.3 68.0 100.0 100.0 100.0 1D0.0 100.0 100.0 100.0 97.4 91.7 86.6 82.1 78.0 74.7 70.9 67.8 65.0 62.4 60.0 57.7 55.7 53.8 52.0 50.3 48.7 70.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 6L1 59.6 57.2 55.0 52.9 51.0 49.3 47.6 46.1 44.7 72.0 100.0 100.0 100.0 100.0 100.0 93.8 87.6 R2.1 77.3 73.0 69.1 65.7 62.5 59.7 57.1 54.7 52.5 50.5 48.6 46.9 45.3 43.8 42.4 41.0 74.0 100.0 100.0 100.0 100.0 93.1 86.4 80.7 75.6 71.2 67.2 63.7 60.5 57.6 55.0 52.6 50,4 48.4 46.5 44.8 43.2 41.7 40.3 39.0 37.8 MULLION MULLION TRIBUTARY WIDTH = W1+wz 2 AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 4T U Z W� Ncn 0Mit C73m�` N¢ `Qt.12� a.>>z Zssi<�� j3 m- ti Z o r\N�n2� - W m � N N � Sm m H F- <a � a 6TH FBC EDTTION AG 10/17 ELEVATIONS UPDATED SM 6/19 7th FBC EDITION LH 10/20 TWO-WAY MULLION DIAGRAMS QUALIFIED ANCHOR CLIPS �'N TABLE NOTES: ;' *; N.77 ? ,* 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. SA OF D: �� O� AND SPANS IS ALLOWED. 2. LINEAR INTERPOLATION BETWEEN LISTED DIMENSIONS. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. O IpP :;' 7'w fj ����SS O � ��C�` 11 %� 5. ANCHOR REQUIREMENTS: A3;� fii • WOOD: #12 WOOD SCREWS • CONCRETE: 1 4" SIMPSON STRONG -TIE TITEN ANCHOR 1.00" EOEwm EREPs Nc 39e a EANu euw aw. 3" 9ANu azDR rt Me iBPE CERT. OF AUnMZA➢EN Na 2937E MULLION ANCHOR BRACKET 50-2722 (PART ti230297) FLN. FL 6067 • METAL: #12 SELF -DRILLING SCREWS (GRADE 5) ALUMINUM (6063-T6) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE02.00. 2.82^ FOR WOOD SCREW OR MULLION TO MULLION ANCHORING DATE: 02/11/19 MINCRETE0.55. 0 • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" &EDGE DISTANCE OF 2". CONCRETE SHALL BE MIN. PSI. 0.250^ 2.07" O DWG. BY: CHK.BY: S SHALL •METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL �- O SCALE: NTS BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1" THICK ALUMINUM 6063-T6. DWG• #: SWD015 WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.7. SHEET FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. 2724 MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) I) If FOR CONCRETE ANCHORING OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSH:2724 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) INSTALLATION TO CMU L- MULL W -TRIBUTARY WIDTH (IN) LENGTH (IN) 1&0 1 20.0 22.0 24.0 1 26.0 28.0 30.0 1 32.0 34.0 36.0 1 38.0 40.0 42.0 44.0 1 46.0 48.0 50.0 52.0 S4.0 56.0 58.0 60.0 62.0 64.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.7 90.0 85.7 81.8 78.3 75.0 72.0 69.2 66.7 64.3 62.1 60.0 58.1 56.3 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.8 91.7 87.1 82.9 79.2 75.7 72.6 69.7 67.0 64.5 62.2 60.1 58.1 56.2 54.4 64.0 1D0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 93.8 88.8 84.4 80.4 76.7 73.4 70.3 67.5 64.9 62.5 60.3 58.2 56.3 54.4 52.7 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 90.9 86.1 81.8 77.9 74.4 71.1 68.2 65.5 62.9 60.6 58.4 56.4 54.5 52.8 51.1 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.4 91.7 86.6 82.1 78.0 74.2 70.9 67.8 65.0 62.4 60.0 57.7 55.7 53.8 52.0 50.3 48.7 70.0 100.0 1 100.0 100.0 100.0 100.0 100.0 95.3 89.3 94.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 52.9 51.0 49.3 47.6 46.1 44.7 72.0 100.0 100.0 100.0 100.0 100.0 93.8 87.6 82.1 77.3 73.0 69.1 65.7 62.5 59.7 57.1 54.7 52.5 50.5 48.6 46.9 45.3 43.8 42.4 41.0 74.0 100.0 100.0 100.0 100.0 93.1 86.4 80.7 75.6 71.2 67.2 63.7 60.5 57.6 55.0 52.6 SD.4 48.4 46.5 44.8 43.2 41.7 40.3 39.0 37.8 MULLION MULLION t - Wl ^I F--- W2 TRIBUTARY WIDTH = W12= 2 TWO-WAY MULLION DIAGRAMS QUALIFIED ANCHOR CLIPS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. -I 1.00" 1- 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. IF- 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. MULLION ANCHOR BRACKET (PART#230297) 0 5-2722 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. 0.10^ z.sz° ALUMINUM 0-2722 S. ANCHOR REQUIREMENTS: z o7° FOR WOOD SCREW OR MULLION TO MULLION ANCHORING • CMU: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR 6. INSTALLATION SUBSTRATES: 0.250" • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. 2 �„ O O 2724 MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) FOR CMU ANCHORING AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERUNE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 h b Z u Z E o" cW maf CL en Q OC a; K02C)NmQ C7a� �a>>o goad 00 N f�12Z DO amp m yINN ry REMARKS BY DATE 6TH FBC EDITION AG 10/17 ELEVATIONS UPDATED SM 6/19 7th FBC EDITION LH 20/20 Sue E. DANIA awa iw. se DANIA 6EA01L FLNU HWE CERT. OF AU1NORM110N Na n57e FL #: FL 6067 DATE: 02/11/19 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG.#: SWD015 SHEET OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2728 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) - INSTALLATION TO WOOD CONCRETE ALUMINUM OR STEEL L- MULL W -TRIBUTARY WIDTH (IN) LENGTH (IN) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 64.0 100.0 160.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 72.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 74.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLIONS r-- L I MULLION-,,W2 Wl ONE-WAY MULLION DIAGRAMS TABLE NOTES: TRIBUTARY WIDTH = W12W3 SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #12 WOOD SCREWS • CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR 4.00" • METAL: #12 SELF -DRILLING SCREWS (GRADE 5) 0.10" INSTALLATION SUBSTRATES: 3.25" • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.7S". WOOD SHALL BE MIN. S.G: 0.55. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" &EDGE DISTANCE OF 2". CONCRETE 0.375" SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL 1.001, BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1" THICK ALUMINUM 6063-T6. 2728 WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL. PART #230296 FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING E 0 0 MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) FOR CONCRETE ANCHORING AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWSAND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 09902 PH: (888) 741-03S4 q 10 V„ Z m E 8 Ma1 r-ANomam N en ¢ ppilae cc a7 ti��Ca CC �_ _") N J 0 0 Pxq `1 rc C Zss -� `zaNcc 7rz N^h2n N N m^ m H cc nT.=� ..W FF W \a a EH FBC EDITION AGA10170 ELEVATIONS UPDATED SM 7[hFBCEDITION LH ula, 7R SIAA OF r_ 398 E. UANU BEMM BL I3W ONMIA BECK R. 3)OOi Fl =t W AilMOMl7 TM Na n575 FL #: FL 6067 DATE: 02/11/19 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: SWnn1 S 13 OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF)• 2728 STRUCTURAL MULLIONS (ONE-WAY CONFIGURATIONS) - INSTALLATION TO CMU L- MULL W - TRIBUTARY WIDTH (IN) LENGTH (IN) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1Q0.0 100.0 100.0 100.0 100.0 100.0 98.9 97.6 70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 97.8 96.0 94.4 93.0 72.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 95.8 93.8 91.9 90.3 88.9 74.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.0 94.4 92.1 90.0 88.2 86.5 85.1 MU r- L-1 MULLION W2 Wl ONE-WAY MULLION DIAGRAMS TRIBUTARY WIDTH =W W2 2 QUALIFIED ANCHOR CLIPS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET FOR TYPICAL INSTALLATION METHODS MULLION ANCHOR BRACKET 50-2722 (PART #230297) & CLIP DETAILS. a.00^ ALUMINUM (6063-T6) 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 0.10" FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. 3.25" 5. ANCHOR REQUIREMENTS: • CMU: SUBSTRATES: SIMPSON STRONG -TIE TITEN ANCHOR p O 6. INSTALLATION SUBSTRATES: o.375' • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 1.00" I- 7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. 2728 MULLION ANCHOR BRACKET 50-2722 (PART #230297) PART #230296 ALUMINUM (6063-T6) FOR CMU ANCHORING AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888)741.0354 6TH FBC EDITION AG 10/17 ELEVATIONS UPDATED SM 6/19 7th FBC EDITION LH 10/20 �i iiLLGGRRDD i Jb.'AApD 30• E OA" ffAtl1 L 330 U ffA01, R 3>OD� nWE MT. W AUTHOFMT1 Ma nM FL #: FL 6067 DATE: 02/11/19 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: SWD015 SHEET lit OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSFI.2728 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) - INSTALLATION TO WOOD CONCRETE ALUMINUM OR STEEL L- MULL W -TRIBUTARY WIDTH (IN) LENGTH (IN) 18.0 20.0 1 22.0 24.0 26.0 28.0 1 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 62.0 64.0 60.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 96.0 92.9 90.0 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 96.1 92.9 89.9 87.1 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.4 93.1 90.0 87.1 84.4 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.0 93.5 90.3 87.3 84.5 81.8 68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.7 94.1 90.8 87.6 84.7 82.0 79.4 70.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.9 91.4 88.2 85.1 82.3 79.6 77.1 72.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 210 100.0 500.0 100.0 100.0 100.0 100.0 100.0 100.0 96.0 92.3 88.9 85.7 82.8 80.0 77.4 75.0 74.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 300.0 300.0 100.0 100.0 300.0 100.0 1 97.3 93.4 89.8 1 86.5 1 83.4 80.5 77.8 1 75.3 73.0 MULLION L j I TRIBUTARY WIDTH = W1+W2 2 TWO-WAY MULLION DIAGRAMS QUALIFIED ANCHOR CLIPS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. 5. ANCHOR REQUIREMENTS: • WOOD: #12 WOOD SCREWS • CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR MULLION ANCHOR BRACKET 50-2722 (PART #230297) • METAL: #12 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: q pp.. 0.10" T3.25" ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75". WOOD SHALL BE MIN. S.G: 0.55. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2". CONCRETE O O SHALL BE MIN. 4000 PSI. 0.375" t1.00" • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL I BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1" THICK ALUMINUM 6063-T6. WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL. 2728 7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. PART #230296 MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) FOR CONCRETE ANCHORING AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 cc alb c.i momCL a c,4 zag e ds ZE �4tIxao �~�Na0 .� 0 - C7 m�s Z ``>>o s os? t;NIIt J u hN m ED " m � N Iii vWj ry �- � y ~ w a 6E! FBC EDITION AG 10/17 ELEVATIONS UPDATED SM 6/19 7th FBC EDITION I LH 10/20 FL #: FL 6067 DATE: 02/11/19 DWG. BY: CH HFN SCALE: NTS DWG.#: SWD015 SHEET is OF 16 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2728 STRUCTURAL MULLIONS (TWO-WAY CONFIGURATIONS) - INSTALLATION TO CMU L- MULL W -TRIBUTARY WIDTH (IN) LENGTH (IN) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 56.0 60.0 62.0 64.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.7 90.0 85.7 81.8 78.3 75.0 72.0 69.2 66.7 64.3 62.1 60.0 58.1 56.3 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 300.0 96.8 91.7 87.1 82.9 79.2 75.7 72.6 69.7 67.0 64.5 62.2 60.1 5&1 56.2 54.4 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 93.8 88.8 84.4 80.4 76.7 73.4 70.3 67.5 64.9 62.5 60.3 58.2 56.3 54.4 52.7 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 90.9 86.1 81.8 77.9 74.4 71.1 68.2 65.5 62.9 60.6 58.4 56.4 54.5 52.8 51.1 68.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 93.4 88.2 83.6 79.4 75.6 72.2 69.1 66.2 63.5 6L1 58.8 56.7 54.8 52.9 51.2 49.6 70.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.4 90.8 85.7 81.2 77.1 73.5 70.1 67.1 64.3 61.7 59.3 57.1 55.1 53.2 51.4 49.8 48.2 72.0 1D0.0 100.0 100.0 100.0 100.0 100.0 100.0 93.8 88.2 83.3 78.9 75.0 71.4 68.2 65.2 62.5 60.0 57.7 55.6 53.6 51.7 50.0 48.4 46.9 74.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 91.2 85.9 81.1 76.8 73.0 69.5 66.3 63.5 60.8 58.4 56.1 54.1 52.1 50.3 4&6 47.1 45.6 MULLION MULLIf "' I-- Wl ---I F-- W2 -i TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. 5. ANCHOR REQUIREMENTS: • CMU: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR 6. INSTALLATION SUBSTRATES: • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 7. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH. TRIBUTARY WIDTH =2 4.00" 0.10" 3.25" 0.375" -1 1.00" I- 2728 PART #230296 QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 50-2722 (PART #230297) ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING �+ O + 1� �l + O t MULLION ANCHOR BRACKET50-2722 (PART#230297) ALUMINUM (6063-T6) FOR CMU ANCHORING AMERICAN CRAFTSMAN WINDOWS PLYGEM WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 Ei� Z0 � u Z E pp � 8 encz,ca y 4tN� �Q���e cc ige CC j; I a Q p co o - nNFi1 ZZ N EV O �a m '^ m y{ R 3 o // N O_ N � 6TH FBC EDITION AG 10/1 ELEVATIONS UPDATED SM 6/1! 7th FBC EDITION LH 10/2 HE INRAl1ATON DFfNLSOFXAIBEO NFXEIN ARf GENE JIOMAY N01 FIEEFAENAI EONq V FOAAWFO NFEDN mN01fI0NBGUSf INSTMIATONTB F f mM TI E REDUNFM FNR DfTAIEED NEADN, A O FHGINEfA00.ARD10FLTLWL FAfVARENEBFEaR(EDFlf ``,{{r {1{IIIi AAA''' •> S'' 0 s* N.77 SA OF Q SD" E DANIA DAM EIEAOL FBFIIW LFLV0. S.N FWE DEFT. M AU1HMZATR/ Nu MM FL k: FL 6067 DATE: 02 11/19 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.O: SWD015 SHEET 16 OF 16 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI013747.04-R1 1955 Powis Road Certification Date: 06/08/2017 o; West Chicago, IL 60185 Expiration Date: 06/30/2025 :z Revision Date: 07/27/2020 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites 9 (w/Wood Frame unless noted) r Specification: TAS 201/202/203-94 Impact: Large Missile Impact Rated Non -Impact Glazing: Insulating Glass (Tempered) The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at www.Namicertilication.com. NAMi'c Certifcatinn Prnaram is nrrrnditPd by Thp Amnriran National Q+andardc rne+i+..+a (ANCiI Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 8'0" +70/-70 0.0 psf Yes ATLNC 1001.01-13 Single Maximum Panel Size: 3'0" x 8'0" Anchor Details-DWG-MA-FL0215-17 X O/S Opaque 3'0" x 8'0" +70/-70 0.0 psP Yes ATLNC 1001.01-13/CTLA 919W Single Maximum Panel Size: 3'0" x 8'0" 10.5 psf 2 Anchor Details-DWG-MA-FL0215-17 XX I/S Opaque 6'0" x 8'0" +451-50 0.0 psf Yes ATLNC 0113.01-15 Double Maximum Panel Size: 3'0" x 8'0" Anchor Details-DWG-MA-FL0215-17 XX O/S Opaque 6'0" x 8'0" +50/45 0.0 psf Yes ATLNC 0113.01-15 Double Maximum Panel Size: 3'0" x 8'0" Anchor Details-DWG-MA-FL0215-17 XO/OX I/S Opaque Door 6'0" x 8'0" +45/-50 0.0 psf Door -Yes ATLNC 0113.01-15 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Anchor Details-DWG-MA41,0215-17 XO/OX O/S Opaque Door 6'0" x 8'0" +50/45 0.0 psf" Door -Yes ATLNC 0113.01-15 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Anchor Details-DWG-MA-FL0215-17 OXO I/S Opaque Door 910" x 8'0" +45/-50 0.0 psf Door -Yes ATLNC 0113.01-15 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Anchor Details-DWG-MA-FL0215-17 OXO O/S Opaque Door 9'0" x 8'0" +50/-45 0.0 psP' Door -Yes ATLNC 0113.01-15 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Anchor Details-DWG-MA41,0215-17 OXXO I/S Opaque Door 12'4" x 8'0" +45/-50 0.0 psf Door -Yes ATLNC 0113.01-15 Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Anchor Details-DWG-MA-FL0215-17 OXXO O/S Opaque Door 12'4" x 8'0" +50/45 0.0 psP Door -Yes ATLNC 0113.01-15 Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Anchor Details-DWG-MA41,0215-17 ssurnper uurswrng 1 nresnold 2-11i-Barn Outswtng Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial waya4ye8, VA 23072 REVIEWED FOR Tel: (804) 684-5124/Fax: (80.4) 6REV � CODE COMPLIANCE •1p �®�y ��'�}� � �� ST. L CIE COUNTY BOCCo lNu.- NAMI AUTHORIZED SIGNATURE: �/� r)ll MASONITE WOOD -EDGE STEEL DOOR UNIT 8'-0" DOUBLE DOOR WITH / WITHOUT SIDELITES 149' MAX. OVERALL FRAME WIDTH 21 " MAX 36.375" MAX. { D.L.O. —PANEL WIDTH — 37.5" MAX. G N RA NOT s ~I W/ASTRAGAL FRAME WIDTH 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO I THE FLORIDA BUILDING CODE AND WHERE PRESSURE .___ REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION I I OR THE HIGH VELOCITY HURRICANE ZONE (HVH"L), P HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE -0 PANELS, BUT IS REQUIRED ON SIDELITES. i 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. z 4. PLASTICS TESTING: W O TEST DESCRIPTION DESIGNATION LITE FRAME SELF IGNITION TEMP ASTM D1929 - 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN 4 SMOKE DENSITY ASTM D2843 13.4% ;TENSILE STRENGTH- ASTM D638 1 7.1% DIFF ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I i 1 i AddBndunloNWIM Celu6clNo:. DOUBLE DOOR UNIT WISIDELf7 S lil i`Lrl lil lU lif lil I I III TABLE OF CONTENTS SHEEP a DESCRIPTION t TYPICAL ELEVATIONS & GGENFRAL NOTES _ 4 2 ANCHORING LOCATIONS &DETAILS 3 ANCHORING LOCATIONS. & DETNLS__�_ s SINGLE E DOOR, Utig-Y/SID ITFS ! DESIGN PRESSURE RATING WMLKt REQUIRED WAILK INFILIRATION PERFORMANCE TO BE 15% OF DESIGN PRESSURE IS C'ONFIG X MAX WIDTH 37.5"— INSWING +'0.0 CUTSWING ING ININA BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S F— XX 74 +45.0 -70.0 -50.0 +70.0 +50.0 -70.0 -45.0 A N A N A +70.0�70,0 or XO — 75 +45.0 -500 +500 -450 A N A_OX N A �N A OXO 1 72.5 +45.0-45.0 N A N A N A N A N. A _ OXXO� 149 _. 45.0 -SOA I +50.0 -h5.0 ^' N A NrA N/A _�' ISCALE: N.T.S. I e � O BY: CHK. - KURT BALTHAZOR OL4NING NO.: FLORIDA P.E. CWG-MA-FL0215-1 #56533 SHE-1 1 OF 3 3" ;EE °C" 3" I #8 x 2" #10 x 5/8" #10 x 5/8" #8 x 2" #10 x 2-1/2" #10 x 5/8' D *, DETAIL "D" ETAIL "C" 0.9621 1.375" T T .INSWING THRESHOLD BUMPER O/S THRESHOLD 1.482" — 1.75" 2��j 1 '047" T T Z_. S���RIES 0/S THRESHOLD Btab DAM_D_ZS_J RESHO_p I SEE DEL 4- "D" #8 x 2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. HOT MELT SEE DETAIL "C" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH 6i;�FOR A 1.375" THROW DETAIL "E" ASTRAGA4 gs x 1-1/2" PHS HOT MELT p.y.. 1/2" BITE ELASTOMER L EXTEBIOS ". LNJERIQB TYPICAL GLAZING DETAIL NON -IMPACT AASSSS Catfim6u N :. ¢ co O O(D QO Lu � J Z � 0 z4z u �U O F' SCALE: N.T.S. DWG. BY: Sws CHN. BY: DRAWING NO, OWG-MA-FLO215-17 ;E. 2 SEE DETAI "C" SHT. SEE DETAIL O✓dB.RQ1re�ned-- _ _ Ir 5H1. 2 In N T15 —1 1__ 3 3 c i i— —1 E-- 3'; DETAIL SHT. 2 i U r N w 0 0 --0a e e �I — ! 1 3" 3" — I I 6" 6" I II I I II I 3" -� I— L I e 3" I 1-- 3" 1 3"J—j 6" ATTACHMENT DETAIL 112 " •, I 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, r s. 0.25" MAX SIGNED AND SEALED BY LUIS R. LOMAS, PE SHIM (FLORIDA #62514) WITH THE LOWEST (LEAST) CL FASTENER RATING FROM THE DIFFERENT FASTENERS: BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". ---, WOOD SCREW EDGE DISTANCE MIN 3/4". ', s 1.so" 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN • — �! I ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT H U OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT �— SHIM OF 1-1/4". CL —� - �•. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL. LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. I 12.14" X 4" FULL MORTISE BUTT HINGES. 1'X1/2" CORRUGATED N10X2" WOOD SCREW 3" FROM EACH ENO 6 FROM EACH END AND 7" OC AND 12" OC ACR LATEX YLIC LATEX -- i CAULK 1 _ ACRYLIC i CAULK ! CL. COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) LO 2 DO O � J CD Q Q O � J cry p z �z Ld �U 0 � � Ld (3WOA SCREWS I 1 1alzl EACH END I fft oAiE: 5 26 t 7 lz SCALE: N.T.S. A ® DWG. DY: sWs CHK. BY: INTEGRAL WOOD DRAWiNc ND:: `— MULLION (CHS) DWG-MA-FLO215-117 OF L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514009B 434-688-0609 Date: 10/10/2017 rilomas &Irlomasoe.com Test Report: N/A Product: Single door Xx8' (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code 7th edition (2020). Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2018, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t, = LOCO in Main member thickness: t. = 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: I. = 1.140 in Mode I. Mode I, Mode II Mode III. Mode III, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 8: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C:-427.674 C:-253.623 C: -267.699 C: -93.6 Z.= 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ko = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ka = 2.400 Ko = 2.400 Ka = 2.400 Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z'= 175 Ibs/anchor Fastener type: 1/4 ZTW Tapcon Tabulated values N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in edge distance spacing (in) 2.00 4.00 2.00 130 161 4.00 163 202 Actual C To C spacing: Allowable Design Value: 3.00 in Z"= 155 Ibs/anchor (per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA, Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value (ZFs): Z'= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 Design pressure: 70.0 psf Al ` A2YA2 95.25 Al Area Load Ind. Max. Anchor Cap. Load Zone z (ft) (Ibs) (in) O.C. Result (in) (Ibs)Qty (Ibs) A, 2.3 161 N/A N/A 155 2 1 80 OK AZ 9.7 681 6.00 18.00 155 b 1 114 OK \1IIIII//// ::,A 4-T(AT OF •�� ����C`S, � 0 R tOP • ��'�� G � s�ONALIE��`� Luis R. Lomas P.E. FL No.: 62514 1 of 3 9/2/2020 L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514009B 434-e68-0609 Date: 10/10/2017 rllomasM- rlomasoe.corn Anchor Locations: 2of3 ---- -- -- 36.38 - ---- 18.19 -- — 6.00 TYP. ---. 6.00 18, MAX O.C. 1-- 95.25 1.- - 6.00 1. \0\t��itt/// ��5 R L 0ti1��% 4-TAT OF �� ♦� �X��S I ONAI�E�y����� t►ii► Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rllomas(o7lrlomasoe.com Manufacturer. Masonite Report #: 514009B Date: 10/10/2017 Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 3of3 `\`�\Sk1P1 ! I IL 0 /`/// ��J •'••••:� �;••1,\0ENS'�:q`S'% 4-TAT OF •C; �•. �40RkDvt-* ONAt`E���� Luis R. Lomas P.E. FL No.: 62514 9/2/2020