The URL can be used to link to this page

Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 5 OUR t Ho6da Deparpentof BCIS Home Log In i User Registration Hot Topics I Submit Surcharge Stats&Facts f Publications FBC Staff BCIS Site Map Links Search Businesj}u��ly ProfessiVtl�I *USER:Product Approval Public User Regulation ..7,. Product Approval Menu>Product or Aoolication Search>Application List>Application Detail _ 9s' ky1 80-RAF1FL# Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory winging Extenor.6'o Ass'51 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 1��2 317j2 -1r Validated By Ryan J. ing,P.E. W Validation Checklist-Hardcopy Received Certificate of Independence FL15180 R1 COI CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D1929 2006 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 http://www.flofidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8H... 1/25/2016 Florida Building Code Online Page 2 of 5 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15180 R1 Equiv Equivalency Of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/28/2015 Date Approved 06/23/2015 Summary of Products Go to Page = 0 a 0 Page 1/2 FL# Model,Number or Name Description 15180.1 a.Smooth/Wood 6'8"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series N Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RI II Inst 15180.1.ydf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.1 for Design Pressure Ratings,any FL15180 R1 AE Eval 15180.1.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.2 b. Smooth/Wood 6'8"Impact"Glazed Fiberglass Single Door with"Impact" Grain/Rustic/Mahogany Series N Sidelite-Outswing(OX or XO-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RI II Inst 15180.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.2 for Design Pressure Ratings,any FL15180 R1 AE Eval 15180.2.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.3 c. Smooth/Wood 6'8"Impact"Glazed Fiberglass Single Door with"Impact" Grain/Rustic/Mahogany Series N Sidelites-Outswing(OXO-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.3 for Design Pressure Ratings,any FL15180 RI AE Eval 15180.3.0 additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.4 d.Smooth/Wood 6'8"Impact"Glazed Fiberglass Double Door-Outswing(XX Grain/Rustic/Mahogany Series N -Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.4 for Design Pressure Ratings,any FL15180 R1 AE Eval 15180.4.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.5 e. Smooth/Wood 6'8"Impact"Glazed Fiberglass Double Door with"Impact" Grain/Rustic/Mahogany Series Sidelites-Outswing(OXXO-Configuration) Fiberglass Door http://www.floiidabuilding.ora/pr/pr app dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8H... 1/25/2016 Florida Building Code Online Page 3 of 5 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 Rl II Inst 15180.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.5 for Design Pressure Ratings,any FL15180 R1 AE Eval 15180.5.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.6 f.Smooth/Wood Grain Series N 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.6 for Design Pressure Ratings,any FL15180 Rl AE Eval 15180.6.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.7 g. Smooth/Wood Grain Series N 8'0"Impact"Glazed Fiberglass Single Door with"Impact' Fiberglass Door Sidelite-Outswing(OX or XO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 Rl II Inst 15180.7.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.7 for Design Pressure Ratings,any FL15180 Rl AE Eval 15180.7.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.8 rhmooth/Wood Grain Series N 8'0"Impact"Glazed Fiberglass Single Door with"Impact" rglass Door Sidelites-Outswing(OXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.8.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.8 for Design Pressure Ratings,any FL15180 R1 AE Eva] 15180.8.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.9 i.Smooth/Wood Grain Series N 8'0"Impact"Glazed Fiberglass Double Door-Outswing(XX Fiberglass Door -Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 Rl II Inst 15180.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.9 for Design Pressure Ratings,any FL15180 R1 AE Eva] 15180.9.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.10 j.Smooth/Wood Grain Series N 8'0"Impact"Glazed Fiberglass Double Door with"Impact" Fiberglass Door Sidelites-Outswing(OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 Rl II Inst 15180.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.10 for Design Pressure Ratings, FL15180 R1 AE Eval 15180.10.Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.11 k. Smooth/Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series N Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.11 for Design Pressure Ratings, FL15180 R1 AE Eval 15180.1l.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.12 I.Smooth/Wood 6'8"Impact"Opaque Fiberglass Single Door with"Impact" Grain/Rustic/Mahogany Series N Sidelite-Outswing(OX or XO-Configuration) Fiberglass Door http://www.floiidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8H... 1/25/2016 Florida Building Code Online Page 4 of 5 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.12.0 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.12 for Design Pressure Ratings, FL15180 RI AE Eval 15180.12.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.13 m.Smooth/Wood 6'8"Impact"Opaque Fiberglass Single Door with"Impact" Grain/Rustic/Mahogany Series N Sidelites-Outswing(0X0-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RI II Inst 15180.13.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.13 for Design Pressure Ratings, FL15180 R1 AE Eval 15180.13.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.14 n. Smooth/Wood 6'8"Impact"Opaque Fiberglass Double Door- Grain/Rustic/Mahogany Series N Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.14.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.14 for Design Pressure Ratings, FL15180 R1 AE Eval 15180.14.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.15 o.Smooth/Wood 6'8"Impact"Opaque Fiberglass Double Door with"Impact" Grain/Rustic/Mahogany Series N Sidelites-Outswing(OXXO-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.15 for Design Pressure Ratings, FL15180 R1 AE Eval 15180.15.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15:180.16p.Smooth/Wood Grain Series N 8'0"Impact"Opaque Fiberglass Single Door- yFiberglass Door Inswing/Outswing(X-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RI II Inst 15180.16.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.16 for Design Pressure Ratings, FL15180 R1 AE Eval 15180.16.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.17 rqm..:th/Wood Grain Series N 8'0"Impact"Opaque Fiberglass Single Door with"Impact" rglaDoor Sidelite-Outswing(OX or XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R1 II Inst 15180.17.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.17 for Design Pressure Ratings, FL15180 R1 AE Eval 15180.17.0 any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.18 r.Smooth/Wood Grain Series N 8'0"Impact"Opaque Fiberglass Single Door with Sidelites- Fiberglass Door Outswing(OXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RI II Inst 15180.18.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.18 for Design Pressure Ratings, FL15180 R1 AE Eval 15180.18.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwLDgsidcHd6ieP8H... 1/25/2016 R R W Building Consultants, Inc. W B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phonc813.659.9197 Florida Board orProressional Engineers Ceniricale orAulhoriLvion No.9813 Product I /n Report RepI / i! 1 April,23;2015, Product Sub Category Manufacturer Product Name Category Plastpro Inc. Smooth/Wood Grain!White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA Series N Fiberglass Door Phone 440.969.9773 Outswing-"Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E. (System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do 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 Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15180.16 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FL-15180.16 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by CTLA 924W TAS 201,202,203-94 Certified Testing Laboratories Ramesh Patel, P.E. ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier ASTM D1929-96,ASTM D638-03 ETC 08-209-20609.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Gurjinder Dhami ASTM D1929-96,ASTM D638-03 ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan,P.E. ETC 05-255-16776.0 ASTM G26-95,D2843-99, D635-98, ETC Laboratories Joe Doldan,P.E. D 1929-06, D638-03 2. Drawing No. Prepared by Signed&Sealed by No.FL-15180.16 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 4. Quality Assurance9anaa4ciErs4�,r�, , Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc.is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and g ''r �= °. w� c �; g Guide 53. i i. =0! -;r Lyndon F.Schmidt,P.E. FL PE No.43409 4/24/2015 Sheet 1 of 1 plastpro - �.' 5200 W. CENTURY BLVD. X. LOS ANGELES, CA 90045 U Smooth / Wood Grain 0.- Series N Fiberglass Door 37.50"MAX.OVERALL5E. U M i`; FRAME WIDTH N P E m z m m a INSWING/OUTSWING a d N 9 v maa� "IMPACT' E `o Z F0_ I F0_I i �a v� GENERAL NOTES w z� 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC) z Z E z w structural requirements including the"High Velocity Hurricane Zone"(HVHZ). z o O �C3 oz 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material N J 9 shall be beyond wall dressing or stucco. = m ar 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not a j require an impact resistant covering. I o LUJ w 4. When used in areas outside of the"HVHZ'requiring wind bome debris protection this product complies with 0 a a a Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level 0 'oO x r LL "D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 'm 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck $ 6 4 V m masonry construction. a a a 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed N z engineer or registered architect. o N 7. Outswing configurations meet water infiltration requirements for"HVHZ". 0 8. Inswing configurations do not meet the wafer Infiltration requirements for the"HVHZ'.Inswing units shall be N installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such a that the angle between the edge of canopy or overhang to sill is less than 45 degrees. ' ? LLJ Z TABLE OF CONTENTS N SHEET M DESCRIPTION a 1 Typical elevation,design pressures,&general notes OVERALL L)ESfGN PRESSURE(RSF): 0 0 W 2 Door panel details SWLNG FkAME –z ° Z 3 Horizontalcrosssections DG4lEN..S10N POSITIVE E -, .. TVGATNE _. _... -02121112 i w sem: N.T.S. 4 Vertical cross sections ° INSWING 37.50"x 98.00" +47.5 -47.5 5 Buck and frame anchoring-2X buck masonry construction _ owc.BY: JK m' e 6 Frame anchoring-1 X buck masonry construction c cHK.ar: LFS 3 7 BN of materials&components OUTSWING x37.50"x 96.50" +5U.0 -5�. oRnnvnHc Ho.: a FL-15180.16 H n ° SHEET 1 OF 7 N v -1.75" +I `�� _*•wN, --�--1.27' I I ��o�:'• .��i� m 0.81" INTERIOR 0.81" TOP RAIL N: z Q;: �V%' (COMP.) � /'iii�•''•. � �>°�m `C� •11. �```� Z r)m Z • I } FOAM CORE '^ 0�_ a a xzd LOCK BLOCK (COMP.)STILE (POLYURETHANE- S E W 9 m°c w (20"LONG WOOD) EXTERIOR \ 1.9 PCF MIN.) (° \ a y p r a STILE REINFORCEMENT (COMP.) STI (WOOD) OOD)REINFORCEMENT STILEI (WOOD) o`z r2HORIZONTAL CROSS SECTION \ $ a 2 \ 35.75"MAX. \ o a DOOR PANEL WIDTH WOVEN goy J 2 \ FIBERGLASS a 2 0 INTERIOR. o ❑ ?I a o T a a O f \ N m M EXTERIOR Ed SEE HARDWARE �$c o¢.- CHART SMC SHEET / ` O N o DOOR SKIN DETAIL z z 2 � � o vi a z z $ w = m DOOR PANE[ BOTTOM RAIL ^z u 40 (COMP.) a HARDWARE TABLE DATE 02/21/12 C SCALE: N.T.S. 5 MANUFACTURER MODEL °NC• JK m e KNOB: SIGNATURE SERIESCHK•BY, LFS KMKSET 1 VERTICAL CROSS SECTION DRAWING NO.: N DEADBOLT: SIGNATURE SERIES(780) Q FL-15780.16 0 SHEET_L OF 10 0 u a R:\Oients\Plastprc,Inc PERMANENT\Florida Product Approvals\FL-15180\C-Drawings\Current\FL-1S18D.11-20.dwg,6-3 �Z M e e eee D' s � v 00= —A 'd�•'N r Oo � N V d � no n � z M -Z-1 M M M M O O w-r Air �Q 0 A w FE 11 A� A A v 310 A N d EK-N m Ww M 0 11 00 M M A �O O O x� c N C I. V OD W N � aDc fOy� O y 002 0 22 N V m .._.Z U] l A <(2 O CL o . n < r m v T n Z M �z G 7`!�•—=�- N0.43409 a yt xa2/.r�o g x g PRODUCT:I� Dooummnta Pnlwnd By. ,•r o _ m N PIASTPRO INC. PE. No. 43409 Schmidt 'moi/////•��AL_`O�```` o Z FIBERGLASS DOOR11111111\ PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Iv (n 1 04/22 15 UPDATE TO 5TH ED, 2014) FBC JK HORIZONTAL CROSS SECTIONS JI•VV P.O. Box 230, valFico, R.33595 N NO DATE BY Phone No.: 813.659.9197 REVISIONS I FBPE CA No. 9813 02012 R.W.BUILDING CDNel1L—NTS INC. R::\Clients\Plastpm,Inc PERMANENWlorida Product Approvals\FL-1518%%-Drawings\Cunent\FL-15180.11-20.dwg,6-4 m m � 1-1/4"MIN. $ n EMB.(TYP.) a O g CIL A W O If �n N QT P .T v Z O rn _ I O m c O N O V OD 7L7 d D.15" p C'SINK-�I ° Z v (TYP.) d ° ° 1-114'MIN. EMB. TYP.) ? 5 1-1/4"MIN. $ O EMB.IYP.) 8 N '0 v OT 0 r— n f°O H o O y � T f1 Z V co M T 1-i/4'"MIN. N M EMB.(TYP.) $ a = o r1+ O A '. QO �y G ° QI 1 m=mco1' 1(1 rn Z -Zi I"m w w 70 7�00� v - O N T 20 �O 0m n .T0 7 N q O oa V e CDSO N ID Z ov A j 1-1/4"MIN. M EMB.(TYP.J `��`F•sch'afj� M No.43409 PRODUCT: DaoumeMe PreParod J.." f - 5' Lyndon F. Schmidt �� (�� 0��•'•Q�� P.E. No. 43409 �I�y'•��..,,,.. 1 9 \ PLASTPRO INC. ij/ / MAI. FIBERGLASS DOOR m !/1//11111tt` T o -' y N PART OR ASSEMBLY: K��/BUILDING CONSULTANTS, INC. in\ 7 4 22/75 UPDATE TO 5TH ED. (2014) FBC JK VERTICAL CROSS SECTIONS d I"YV P•O. Box 230, Valrico, FL 33595 rn N NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ®2012 R.W.BUILDING CDN9ULTAN IND. _ i1Y 3emrn i TYP.HEAD TYP.HEAD& MASONRY a 8 JAMBS MASONRY JAMBS � � �� o x=� C OPENING OPENING 9 n mail° Ec E oZ .tea �X NZ C _ N zF Ln FRAME — o �zo 0 �O 8 Zip zZ Ln Lu 2X BUCK _ ^0 5 w W Z e C-00 d. ¢ O in i Z U Q 2X BUCK p °o 'o o x� H wa a m m Oro Mj TYP.@ SILL r m V 4 O b O v U7 Z CONCRETE ` g so Concrete or a a � > edge d Stan BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB o Concrete ar CONCRETEANCHOR NOTES: Masonry 2X buck construction maintain the "3 1.Concrete anchor locations at the comers may be adjusted to maintain the min. may be reqs a edge distance to mortorJolnts. aL Concrete or Z Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 8 maintain the min.edge distance to mortar joints,additional concrete anchors Z8 9 ANCHOR s 'MAX.may be required to ensure the ON CENTER"dimension are not exceeded. N a a T KPE 3 Concrete anchor table: M MtN CLEARANCE MIN CWRANCE: ITW ® F ANC11C1R AN.CFICSR J4IlN "7OMiASt)D1RY TOALUACENT < z v TAPCON w Type $IZR ..... IVT m ZTW ERGE:: ANCHOR fa �� 02/21/i2 z i — TAPCON® 1/4" 1.1/4" 2" 4" ❑ M scA�e: N.T.S. 9 iULTEEW owc,er: JK m TAPCONg c ULTRACON° 1/4" 1.1 J4" 1" 4 27 CHK.9r: LFS 3 �- DRAWING NO.: WOOD SCR WOOD SCREW INSTALLATION NOTES: w s 1.Maintain a minimum 5/8"edge distance,1"end distance,8 1"o.c.spacing of FL-15180.16 Maintain a i LATCH 8 DEADBOLTDETAR HINGE DETAIL a wood screv wood screws to prevent the splitting of wood. SHEET 5 or 7 N z' t MIAMH AD)E INTIAN11--DARE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) wnny.m0amida4e.Lov/ccononi1 ,PGT InciusgY Yes,Inc:. 1070 Tec rno ogy D rive North Venice,Fl.34275 " SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami--Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted maturer,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. DSCI2TPFION I)OC 1 ANT Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer, dated 08/29/1 iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERAUNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall because for termination and removal of NOA. - ADVERTISEiVIENT: 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 No. 13-0815.05 and consists of this page 1 and evidence pages F,1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. cDA © 1t MIAMFDADECgI NTY s�y� ExptYatYOr1 Date M?1} 26,2016! V%ffm1 4 `_.•� r Apprava Date February 2,2015 ��, tS Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter/under previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203---94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Subanitted ander previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5"' Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5"'Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC-201 0, dated 06106/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06114, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. ain►e D.Gasco P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: 14Iay 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NDA No.11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion-L.M.U,approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL ® � MISSILE IMPACT•RESISTANTPRDDUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE �,x EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES......_....._......_._.1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..._........................ 1 p ELEVATIONS.............._...................1 FIGURE 1: MULLT02X WOOD........................2 0 MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO IX$MASONRY_........._.2 gz z MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED A3'FREE-FLOATING"AND DO NOT NEED 70 BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 d SEEDETALS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4°FROM THE CLIP. MULL TO MASONRY................_.,...3 LO A.D,G,H; SHAPE MULL TO STEEL STUD..................3 N SHEETS 2-3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................3 � m FF- j�� DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LN 80.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS............................3 � W �� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS......_........._..4 ZO �' H �\` BAY MULL INSTALLATION..._..,.._..4 1 X 2X.126 MULLSPECS.............8 --1 W /; \ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2X.375 MULL SPECS_._......_..8 \ INSTRUCTIONS. 1 X 2.76 X.376 MULL SPECS..........7 i (0 \ 1 X 2.76 X:85 MULL SPECS............8 Uj Z '-)o O SEE DETAILS / / / III' /11 I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS........9 m O o SA THRU 3 I I I _ \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULLSPECS..............10 (= M N I A7HRU G; 1%4X.376 TUBE MULL SPECS....11 Q J I _ _ ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN SHEETS 2S 1 X 4 X.376 T MULL SPECS........11 J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25X3.188X.285MULL SPECS...12 � III OPENING 126 X 3.26 X.1100 MULL SPECS.....13 WI m MULL HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 3.25 X.824 MULL SPECS.....14 Z a p n LENGTHT 1.25 X3.94 X.624 MULL SPECS.....15 'F HORIZONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 4 X.26 MULL SPECS................16 <o r 1z SEEDETAIL E, 126 X.25 MULL SPECS...............17 r 1z BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEET3 1.28 X 2.11 X Y M MULL SPECS....18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT _ f- 30°X 3.26 DAY MULL SPECS 19 Z F a m 0 REACTIONS. 46°X 3.26BAY MULL SPECS....._..20 Q O Z C MULLION&CLIP DIMENSIONS.._..21.23 I•' Z m c 8cD FENESTRATION 8)REFERENCE:TEST REPORTS:FTL•6443;ELCO ULTRACON/AGGRE . -GATOR NONS;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2..........._.............24 - gPRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES......................26 fn BE OF ANY TYPE, MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY W I7H THE REQUIREMENTS OF THE FLORIDA BUILDING Z (n CO MANUFACTURED 1- i BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH LU LU Q O O PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q. Z IJSEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. .� �go HORIZONTAL SH Ers 2.3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING I— LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR"OR"TRWJGULAR/TRAPEZOIDAL-. PRODUCPRBVISED I 4 FIND THE CHEULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING as` lg wflh the Fbddo MULL —OPENING WIDTH I'—HORIZ.MULL LENGTH--I ) OSN MBoRdc1l4go108Oo4S -'i LENntH Y" I ~I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Axcpt®ooNo OS,• MULLION CAPACITY(LBSIFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN STEP 1). f OPENING BY � HEIGHT V118m1 04C PNGIIUCt ConH01 // / 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED ILBS),THIS VALUE HEIGHT LENGTH +' r/ �R• // L /� VERT.ULL REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. YY I 1 I I I f I I7 OPENING K LL Y ! L�TH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE L ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. ';' OPENING WIDTH NO.5870.5 •'. SINGLE MULLION SINGLE MULLION FOR VERT[ MULL 7)IF THE MULLION CAPACITY(LBSIFT'')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIF P)FOR THE - ; --i OPENINGWIDTH LOPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS FOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS '�,(\'•, S"I 4�fI (v�\ FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ATE ; •, <O !V CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION S RIDA, •'•��•`�� PRODUCT ASSEMBLY. L 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. �i N\�Y A.LYN�mftle I�,P.E. FL P.E.1(68705 DETAILN. MULLION TO 2X OD BUCK MULLION DETAIL B: ,—MULL1014 OR WOOD FRAMING MULLION ATTACHED TO 1X TYP ANCHOR 12 'iUBSTP �_PER ATE, WOOD BUCK AND MASONRY zl; (OFFSET CLIP-SHOWN) (STANDARD CLIP SHOWN) SEE SEE TABLES 18-I98 SEE NOTE 1, C4 MULLION DO SEE SHEETS In EITHER THE MIN Z7 KSI EDGE 0 a T N 21-23 FOR HOLE 4 CONCRETE OR ARD OR Tz LOCATIONS A LU OFFSET OF ET MULL SEE SEE TABLES -'U CL MAYBE Y .F, :BE EDGE :3 I HE IP EDGE DISTANCE fn N Tj LEGBY I II ISTANCE FOR MASONRY mi THIS ui < 0 THIS METHOD. .4 ANCHORS SCREWS 260 MAX FOR 4 SIDE VIEW DO ALLImuom 4 z 2 4 EXTERIOR a CLIP MAY BE [C de OFFSET MULL Z EDGE DISTANCE 4 FOR 4 F_ z MASONRY ANCHORS 0 z EXTERIOR A Q) LU < OTHER FRAME TYPES � 1' TYP.ANCHOR TYP.ANCKOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE. PER SUBSTRATE, SEE TABLES 15-168 SEE TABLES 18,11CS DISTANCE SEETABLESIS-16B SUCKSTRIP BMBEDmENT SEE TABLES BUCKSTRIP 18-100 li ATTACHMENT AND EMSII RYOTHERS. ATTACHMENT EMBEDMENT' SEE NOTE 1, BY OTHERS, BEENOTEi. SHEET 1. MIN 2,7KSI CONCRETEORCULL • PRODUCrREVISED SIDE VIEW FRONT VIEW oeoanyltylBgWNltteFleddn FRONT VIEW INSTALLATION NOTES, lu Mani ago PtGduM ConN4 1)ANCHOR EMBEDMENT To BASE MATERIAL 5{MALL BE BEYOND WALL DRESSING OR STUCCO, 2)QUANTITY OF ANCHORS AN,MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE BY L YAAl 1// CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. L.'r- 3)ANCHOR HEAD TYPE MAY BE FANHEAO,HEXHEAD OR FLATHEAD, z No.58705 4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. -D 0)FOR MASONRY APPLICATIONS IN MIAMI-DA0E COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114"SS.AGGREGATOR MASONRY ANCHORS. A.t FL P.E.#58705 DETAIL E: DETAIL C: MULLION TO MULLION Sg x >< --I .126 MIN, 'x 8 R MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: ��k� MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN'TEL-OR'CROSS' (STANDARD CLIP SHOWN) INTERSECTIONS. �o VAF IES Y 2)MAY BE INSTALLED HORIZONTALLY oz (SHOWN)OR VERTICALLY, I I TYP.ANCHOR - , N EITHER THE I I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 M}m STANDARD OR SEE TABLES 10.130 a,� I FOR CORRESPONDING MULLION. OFFSET MULL I I TOP VIEW Z CLIP MAYBE I I EDGE DISTANCE MULLIONFORMA.SOO INSTALLEDBY II THIS ME7H00. I I I VARIES ANCHORS J ANCHORS J I I I 612STEEL SCREWS, 7 = I' SELF-OHILLING OR PRE-DRILL w MULLION AND USE SMS c m m o e a MULLION I-- Z J EXTERIOR 4 , d O 7 EDGE DISTANCE ° THE OFFSETCLIP IS ` F— �. FOR MASONRY .,, RFEOAfMENDEO FOR / \` ANCHORS c �• v d WINDIOWS 8 MAY LU.CUP ECTION = r tj \\\\\\ 0— OTHER 8E USED FOR U e d OTHER FRAME TYPES. EXTERIOR Q z TYP.ANCHOR ° Z Z Q C) PER SUBSTRATE, 4 Q ^ a 0 N SEE TABLES 10.138 {— O TYP.ANCHOR SEE SHEETS 21-23 FOR 1n 1- m c) BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS JQ $ AND / SEE TABLES 1B-13B FRONT VIEW EDGE K W ¢ Y Y ATTACHMENT DISTANCE a .. BY OTHEFLS, SEE TABLES F SEENDTEI, 18-138 (J Z EMBEDI MFM , a SHEET I. d •' ' . � ^ <, EDGE W_ �,�.otQi ��-SEE DISTANCE TABLES � MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-138 SIDE VIEW •5 '�� FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR A PERSUBSTRATE, ,` SEE TABLES 10-135 RODUCTREVISED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION o• SEESHEETS ® mi coraplylns%YMthe Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR 3u1J1dIn8CDdc CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE cccptwmt a FOLLOW LNG SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. `. LocnTlDas Da1c 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. AIULLIDN Ilevd badoFodwComv- 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3 6)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED FOR STEEL DISTANCE �YNN,��,,� ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. i13iila BLEs `� Q, UCEry S'' FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING h,, F '• �,p CODE,A 2X WOOD BACKER MUST USED, i ATTACHMENT BY OTHERS. ND.58705 •,1� EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW U i Ti• _ NOTES: ; 1)FOR 2X WOOD-BACKED STEELSTUDS,WOOD %0,n'•. ST TED ts: [r✓ ANCHOR VALUES MAY BE USED. RI 2) �S�nNA'�GNG� 2)SEE CORRESPONDING MULLION TABLES, �7� SHEETS 5.20,FOR QUANTITY OF SCREWS. A.LiVNN dv11LL�)2,P.E. FL P.E.1158705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION 'e (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o SEE OETAILSAE, o 30.OR 4Y SHEETS 2 AND J FOR INSTALLATION F✓' BAY MULL TO SPECIFICSUBSTRATES. N MULLION \ O O Z V fn O O 0 O O O O O O LU O O TOP VIEW g m c=n SIDE VIEW m V o SHOWN WITH VX 4'X.126• I TOP VIEW I I Z m MULLION I I 4r I Ir- J I 1 I I TYP.ANCHOR 2 EXTERIOR / TE I I IQP SEE TABLES16BOR16B z � 1 Ir IIISLLL STANDARD MULLION CLIP I I r-PERS BSTRATE, I I EXTERIOR Co. Z MODINEDTO FIT FIELD I SEE TABLES 1&148 CD Q Z r CONDITIONS. I I �2•K 6-ANGLE CLIP, F' 2 PER MULLION END,MUST BE Q O Z N CJ INSTALLED INSIDE OF BAY MULL. OO p MULLION lLco J \ O N ANGLE CLIP, \ �� V z Q I 2PERMULLIONEND, Q — 0 0 I MUST BE INSTALLED Z I I I INSIDEOFMULL, iii'y 90 � \\ I CHOR d> ER SUBSTRATE, SEE TABLES IB-14B INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CL IP TO BE EXTERIOR \Y OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. IIV EXTERIOR .�� ®�� Btp1'IGE i PRODUCE REVISED ascomplyinRwpht&Ntorida O E PER NSCR BuIldinp Qodo SFOs ®® I ®6b INTO WOOSTEEL, r. ALUM,CMU ORR MASONRY O EDGE DISTANCE Niaml bodo ProductConhol PER ANCHOR %1111111It)/, EDGE DISTANCE PERANCHOti NOTES FOR INSTALLATION OPTION G 8 H: ;\ -� / NOTES FOR INSTALLATION OPTIONS F• i)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. It...' No,58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11"X.125-MULLION. 2)DETAIL G:SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 168 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �p $q � 5;'•.�� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. %�(�s' "LORIOP.••G�t,�` s rvnL S Ar LO H M IV ER,P.E. FL P.E.#58705 TABLE 1A Mullion Ca acl Table beNt2 OpeningWidth(for vverMU alyspsrnllgmullions)orOpening Helght(foftrizorltallysparnhgmu9i0r13) xg�� 601n 601n 70 in 801n 901n Min 120In 140 In 1601n �9. o Reclan¢rlar TrepRdarg. melanguler TrepfTrlanO RMI.Dgdar Tra"ing. Rec w4mw Trapfilang. Recten9war Trepl7darg. Raclengular TmplTdarrg. Rectangular TropfM". Reelongdor TtapMan9� Rectangular Trap?dang. y 1X2X.126 L.din9 Loading Lwdng L.W29 L4adn9 Lcadne Loading Loading Loafing Wading Laeding Loafing Loading Lowing Loadng LoacIng Wadng Loafing o� Alum.Tube & _ & _ _ �_ a r _ ,� _ x' �'_ A' ,� _ ,�' �' 91 Mullion gg gg� � $� � ��m z o 421n 111.9 408 129.6 332 93.2 408 116.6 325 78.9 408 107.8 321 69.9 408 104.4 319 62.1 408 INA 319 55.9 408 104.0 319 46.6 400 104.0 318 30.9 408 104.0 310 35.0 408 104.0 $10 J W 481n 74.9 312 83.8 26B 62A 312 73.4 262 53.5 312 67.0 245 48.8 312 63.2 248 41.6 312 81.3 244 37.5 312 61.0 �244 31.2 312 81.0 244 20.6 312 61.0 244 23.4 312 61.0 244 60.825 fn 63.9 281 70.6 234 63.2 201 81.8 228 45,8 281 65.7 224 39.9 281 52,1 222 35,6 281 60.1 220 31A 281 48.3 219 20.6 281 48.3 218 22.6 281 49.3 219 20.0 201 49.3 219 W O 641n 62.8 247 67.5 207 43.8 247 49.8 202 37.8 247 44.8 189 32.0 247 41.6 198 292 247 39.4 104 26.3 247 38.1 193 21.8 247 38.1 103 18,6 747 36,1 183 18.4 247 38.1 193 ? M N 6501n 38A 200 4f.2 170 32.0 200 35.4 160 27.4 200 31.6 163 24.0 200 28.9 100 21.3 200 27.1 159 192 200 25.8 157 16.0 200 25.0 166 F J J 831n 33.f 181 35.3 164 27.8 181 30,3 162 23.7 161 28.9 149 20.7 101 24.5 146 18.4 181 22.0 144 18.6 181 21.7 143 f� E81n 28.8 165 30.8 142 21.0 185 28,1 139 20A 165 23.1 138 18.0 165 21.0 134 Z U 72 in 22.2 138 23.3 120 tB.6 130 10.9 118 15.9 139 17.8 118 Z ae 7a in 18.8 125 18.7 100 16.T 126 18.8 107 Q J d J 701n 17.6 110 19.2 104 F = Q N o TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: la- 1n 8 0 � Anchor Ce acl cable Iba ANCHOR CAP.,,.,,,,,, _ Subslmi.: 2.71,Corcmlo 3.6k Cora Ne119w CMU F91ed CMU PTWood Metol (DP_)X ANCHOR CAP,,,,, `MULLION CAP.,,,,,,, `5115'El.o 114'88Eko 5116'Elco I.-WE1oo BfOelael 91261ee1 912 Steel W x Y Y Anchorrypo: 3116'Eko UlUaoon 171'Eh.Ulhecm 3118'Eko ullaoon 1l4•F.ko Ultrenari Anchor Clip Patterns uluaon AgOreoator tntmcon A9greGata .ammo(05)screw(a5) screw(a5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edo.Distarme O. 1' 2-12• 1• 2.12' 3-181 1• 2-1w r 2-1n• 2• 3416• 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN a X Q O O Embed,nW On): 1-314' 1.3141 1.314• I-NIV 2' I-lle 1.1114' 14141 1.114• 1-114• 1-i14• T 1.'VB' I-w modes ACTUAL PRESSURE REQUIREMENT FOR THE 2 kwham®4.7V Min.O.C./sta d dor0rtsel alp(Fla.1Y 3901bs 300 b, 450 lbs 690 lbs 10441b3 2701b3 2801bs 3541b3 740lbs 374100 66410. F 46 Ib. 341 1b. 44216% 66010. OPENING,WHEN IT IS LOWER THAN THE MULLION 11 { Z ,O 00 4 Anchom Q 1.15•Min.O.C.I Standard(or Met)Cflp(Fig.2): 480 lbs TOO lbs WA WA WA NIA 3801hs WA WA WA WAWA W21bs 8851 A 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED .y am 4 Anohx.®7 MIn.O.C.1(2)NOAngk Clips I(Fig,3): 700 Ib 760 1b, 66011,3 15601bs 1690 @3 640 lb. 66016. WA 760 ft 7461b. $80 Ib. 89216. 682 lb. ass M 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR {$) 2AWo 00.45'61[n.O.C.1 OCIIp.h1o.12V Alum.(Fb.4): ,JA WA WA WA WA WA WA WA WA WA WAWA WA NIA 71511,. CAPACITY WHICH MAY BE USED TO QUALIFY 1 AnoOorl FCrp(Fp,5} 185 R. 18510. 22611,. 4451bs 8221b. 1351bo 1401be 17710. 3701b. 18716. 332115% 731ba 1701bs "I lbs 280 ft ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhore®1.15'MIA O.CI F�'A1p(Fig.eR 24010. 350 @3 WA WA WA WA 100IOs WA WA WA WA WA 341 Ibs 442 Os 6001bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCTRBVISBD • • • a3"Iry71'Ina w1h Ib:r Florida • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Bunding0odc • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -y 1.000" A4s'cW co No 5 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 FIGURE 3: I Z118mildoPiro uc4Cuntml 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23, • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.000"F FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .125• ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ��,. VICENSF•.,`FP�' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED .; FIGURE 4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 608375 AND BE A MINIMUM OF.125' F No.50705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 2•X.125'MULLION • LEAST.126"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND "O t.ATEI# THE MATERIAL.#10&#12ANCHORS INTO WOOD MAYBE STEEL,1&8 S.S.OR410 S.S. 5 ([% /S;0NAL ENG`` A.LYNUMILL9R,P.E. FL P.E,#58705 TABLE 2A Mullion Capacity Table [bole ® � Opening Width((or wldcalty-spandig muilons)or Opening Height(for horizoMalry-sparring mUllons) re 60 p� 601n 60 in 701n 60 In 80 In 100 In 1201n 1401n 1W in 1051 d.9 p Reclanplar Trap'Tdarg. Rectangular Traprdang. Reateroar PapWang. Rectangular Trapfri Ractaiguler 7raprTdarM. Rectagular Tmp'T40no. Rwlanaular TmpTdarg. Rectangular TmpTTdaro. Rectangular Trapffdeng ldo a 'I x2x.376 Loading Loading Loading Loading LondDg Loading Leading Loading Loafing Loading Loading Leading Lwdirg Loafing l.oadbg Loadln9 Lending Loailrg o* C Alum.Tube , _ pL _ _ _ _ g _ _ _ _ _ z _ _ g r2 Mullion tY � �' !3 �' �' �� t1c• � � t9 �• � c� '91s I xI z A L o 42 In 170.0 BZO 170.0 q35 161.3 682 170.0 478 128.7 IXi1 170.0 608 113.6 862 16116 618 700.0 682 18119 517 W.A. 682 188.8 617 76.7 662 1888 617 84.8 bH2 18&8 517 66.7 682 188,9 fi17 J Uj 48 In 121.6 607 1 136.0 419 101.4 607 11112 410 88.0 607 108.7 403 76.0 W7 1028 399 67.6 607 09.6 397 60.8 507 09.0 396 50.7 507 99.0 1 396 43.4 607 88.0 396 380 807 1 99.0 398 60.026 In 103.7 458 1114.61 379 88.4 456 99.9 371 74.1 456 00.6 364 1 64.8 1 456 84.8 360 67.8 1 456 61.3 357 1 61.8 458 80.0 358 43.2 456 80.0 358 37.0 456 60.0 356 324 458 W.0 358 1/1 541n 65.4 400 93.3 338 71.2 400 00.9 328 81.0 400 727 322 634 400 87.3 318 47.5 400 86.0 316 427 400 62.3 314 35.6 40D 61.8 313 30.5 400 61.8 313 26.7 400 61.8 313 m � F- W In 023 324 68.9 270 51.9 924 67.6 270 M.6 324 61.2 284 38.8 324 48.0 2W 34.8 324 43.9 257 30.1 324 420 265 28.0 324 40.5 253 222 J4213 18.6 317 40.6 253 N631n W.0 294 67.4 252 44.0 284 49.2 246 36.4 204 438 241 338 204 398 237 20.9 294 37,1 234 289 214 35,2 232 224 294 33.6 230 18.2 0 10.0 284 33.4 230 �Wln 4aZ 200 49.0 230 39.0 26B 424 215 33.4 268 37.6 221 2D.2 268 34.1 218 280 268 31.6 Z16 23.4 268 21.8 212 10.6 268 28.0 210 18.7 9 14.8 7S8 27.7 209 Z (/)' �`72h 38.0 225 37.9 196 30.0 225 322 let 25.7 225 284 1866 226 226 26.8 185 20.0 225 23.5 182 180 275 221 180 16.0 225 20.3 177 12.9 8 11.3 226 19.8 176 LLI N781n 30.8 202 32.0 177 25.5 202 27.2 173 21.8 202 238 170 18.2 202 21.6 187 17.0 2D2 18.7 165 .3 202 1fld 1&0 128 202 18.7 iW 10.9 8 66.8 202 13.8 158 761n ZB.3 192 29.0 1W 23.6 iB2 26.1 165 20.2 192 220 162 17.7 102 18.7 169 187 1662 18.1 157 14.2 792 18.8 165 11.0 192 15.2 152 10.1 0 8.8 192 14.2 150 J r �' solo 18.5 144 18.0 128 16.4 144 18.1 120 Q ct N G 901n 15.2 127 16.0 113EIE � M� g p � TABLE 213 ANCHOR CAPACITY ADJUSTMENT FORMULA: h 9 ° Anchor Cape lTable(lbs) ANCHOR AP..,__ 111 fV (� Subslmta: 2.7k Conefate 3.5k Cone. alloy CMU HIM CMU PTWoad Metal (DP,)X( )=ANCHOR CAP.,,, a � MULLION CAP.,,,,,,,,, F= 5110'Elw 1/4'88 C-Iw 5/16'F�oo i74'SS Eko #f091oe1 81231ee1 HI28tee1 U X Q Anchor Clip Patterns AeahorType: 3110'Eke Ulmcon 1140 Eke UBreew 3118•Bw unmeon WE..-Ira- USE THIS FORMULA TO OBTAIN THE"ANCHOR Ult.a. AggmGalor Ulaacun AweGator Scren(85)Sc"(G5) 8-(G5) Q U) Q Edge 0lslence(In). 1' 2.112' 1• 2-1r1' 3.W i• 2.112• f• 2-1rr 2• 3418• 2• 0.48' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN D.'s' z O rq Embedment 0n) I-L4• 1.314• 1.314' 13/4' 2• 1.114• 1.114' 1-U4" 1.114' 1.114• 1-II4' T 1.N6' 1318' lade, ACTUAL PRESSURE REQUIREMENT FOR THE ��yli ��42 2 Aneham®4.75'Min.O.C.I Starrdam or 07.10g(Fg.1): 390 lbs 39D We 4W We 090 be 1014160. 27090. 200 lb, 351 the 7401bo 3749. 664 lb. 940lbs 341 ft 4421bs 5W lbs OPENING.WHEN IT IS LOWER THAN THE MULLION $$ 4 And-4g 1.160 Min,O.C.I Slandard(or Oftel)Ulp(R3.2k 480 lb. 700 It's WA WA WA WA 380 lbs WA NIA WA WA WA 60215, DO lb, 1120160. CAPACITY(FROM THE TABLE)OFTHESELECTED 4 A.tont a 3'MIn.O.C.I(2)2;6 Angio C11p31(F10.3} 700163 7001b3 6W lb, OWN. INS[be 540 be 560lba WA 760 IM 7489. 8801.0. -i89z lbe 682[be US les 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors®0.45'Mln.O.C.I1.10p,Into.125'Alum.IFIg.4k WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 716 9e CAPACITY WHICH MAY BE USED TO QUALIFY 1 AneharIF-0p(Fig.S} 195[be 195 The 22516 4451b, 822[be 135 b. 140160. 177lbs 370IN 1871bs 3321bs 473 lbs 17010.1 221[be 2809s ADDITIONAL ANCHOR OPTIONS FROM THE 2AnchmQ 1.15'MYL O.C.I F-Olp(Fg.Bk 240lbs 350lbs WA WA NIA WA 100 lbs WA NIA WA WA WA 341 IW 442@9 6W Iba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTREV18BD FIGURE I: FIGURE 2: TABLE NOTES: auNd11ne Wl1Y h0.lhoplDddn SEESHEETI FORINSTRUCTIONS ON USING THE ES AND SHEET 26 FOR INFORMATION ON LOADING. 1.800' f-- = WNa SEE SHEETS 2-4 GENERAL INSTALLATION METHODS, DS Pate �� BY 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDICR OPENING WIDTHS IS ALLOWABLE. +Boni adc Pr not 'Dmrof--7 FIGURE 3: 2.000" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1I l I I I I • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �\\ � LYNN /i FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. I �� ON•"'•• �7ll ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L 375" Q��•''VICENSF'••�F.p CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED ir:• No.513705 ' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063.75 AND BEA MINIMUM OF.126' (� • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2•X.375'MULLION _ �I LEAST.125•THICKAND 736.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND a THE MATERIAL.1110&#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. JfATE S Q UU UU�� UU��UU��J FGOR101'.' 6��G`. A.LYNN MILCOR',P.E. FL P.E.#58705 TABLE 3A ® A1a Mullion Ca c Tableff1 Ib6Rt1) xn�x Opening Ndth((or wNcally-spanrip(iMunore)or,Opening-/eight(for horiz,mall/-spannifig_rn illons) WWWut�� 60 in 60 in 701n 601n 1 ,G10 1001n 1 y� 261. 1401n 1001n lid o 1x2.76x Rectnngller 7raplTierrg. Ractelgular TrepafenH• Rectangular aepTTdarg. Reclangdar TrapRllanjt. RocWrt9u3v TrapTdang. ReclergrAer TrapRdang. aaYongular Tro0 dung. Reolangder Troprtdang. Rectangular Traplalano. d Lvadng Loafing Loadn9 Loafing L6adnH Loafing Loadn Load. @ IA"r2 LOad Loadn LoaQln9 Loadir Load. Load. Load. Load. Lcadn .376A1um. 9 e 4i"• a9)• ne g 129! 9 9 9 9 g o� Tuba `g�g,. 'g�g,. 'g�g,. �g Isis g�.'��v Mullion �' �' �' � � � ��" ' � IS RSf c�1go 6� 6 6 fi� 8 }fit• 6 }� 3tl b� 6 •$� 6� gyp$§g 5��7' }7• 6 p r- 9 m gpp 5p d �� d_ 5� S � drc 5@ d d Z tlC-A JL42In 170.0 020 170.0 435 170.0 744 170.0 470 170.0 088 170.0 608 170.0 992 170.0 619 70.0 1116 170.0 521 V-060 1240 170.0 521 f�48i7. 1961 170.0 521 127.6 1301 170.0 621 111.8 1301 170.0 621 O 131 ` J W 4a to V0.0 705 170.0 524 170.0 850 170.0 664 170.0 992 170.0 630 170.0 1133 170.0 661 161.8 1139 170.0 677 188.8 (139 170.0 Bao 133- 13� 170.0 680 97.6 1130 170.0 680 85A 1139 170.0 680 60.625In 1100 747 170.0 563 170.0 596 170.0 031 107.0 Ion 170.0 084 145.0 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.0 1032 170.0 756 83.0 1032 170.0 766 73.4 1032 170.0 768 � �� 0 _ _ O 64112 170.0 701 170.0 612 181.3 B01 170.0 691 138.2 OOT 184.7 730 120.9 807 162.0 720 107.6' 907 1490 714 90.6 907 141.1 710 60.0 907 140.0 709 69.1 807 140.0 709 60.6 007 140.0 700 (n C3 1-' 60112 141.1 735 151.6T40O57.8 7.6 735 13D.3 811 100.8 T33 118.0 699 892 735 108.2 590 18.4 735 09.5 663 70.5 735 65.1 678 58.0 735 01.0 674 60.4 736 01.0 674 44.1 736 BI.B 674 I=.. J {{ 63 In 121.9 666 130.01.6 668 111.5 557 87.0 666 96.8 547 76.2 668 90.1 836 67.7 688 63.0 511 60.9 885 79.6 626 50.8 600 76.6 621 43.5 668 75.6 621 391 668 78,8 521 Es 681n 106.0 607 112.4 .3 607 88.1 311 75.7 607 85.0 501 60.2 W7 77.1 493 58.8 607 71.3 406 03.0 607 67.6 481 44.2 007 83.4 478 37.9 607 62.7 474 33.1 607 627 474 Z W F ? 72h 91.8 310 85.8 .0 610 7J,0 431 58.3 510 99.3 420 31.0 510 57.8 410 494 010 63,3 4I3 40.8 310 30.0 400 39.0 510 40.0 402 2e.2 $10 44.4 399 25.5 510 44.3 s99 Sc N W 78 In 69.4 458 72.6 .8 458 61.7 392 49,6 458 64.1 385 43.4 458 490 378 38.6 456 44.6 373 34.7 458 41.6 386 20.8 458 37.7 382 74.6 459 30.0 359 21.7 450 35.7 358 Q78In 04.2 435 07.0 .5 435 56.8 373 45.9r321 49.8 388 40.1 435 447 360 35.7 435 40.8 355 32.1 435 30.1 351 26.0 4JS 34.4 344 22.9 435 32.6 M1 20.1 435 32.2 340go In 41.8 327 43.1 .8 327 38.4 295 29.0 31.8 280 26.1 327 20.3 276 23.2 327 25.7 271 20.8 377 23.7 288 17.4 327 21.0 262 14.9 327 19.3 258 Z00 961. 34A 287 35.4 7 267 29.9 252 24.6 26.0 249 21.6 287 23.1 2A4 10.1 287 20.9 240 17.2 287 19.3 237 14A 287 16.9 232 O 4108In 242 227 24.7 .2 227 20.8 201 17.3 18.0 198 18.1 227 16.0 195 U1 In1111. 22.3 216 22.7 .6 215 19.1 181 19B 18.0 186 ~ 1201. 170 184 17.9 187 F- x Q O 3 TABLE 3B ,_- ANCHOR CAPACITY ADJUSTMENT FORMULA: d$ z m O O An horCapa61 Table Ibe DP, ANCHOR CAP.,,,�,,,,E 8 halo: t`,�:.,2.7i::Concreto J.Sk Cora. Mellow CMU FIIIM CMU PT Wow Metal ( )X( ANCHOR CAP.,,e, lL' `•'�' 6718'Eko UT69 Eko 5710'Eloo Il Eko 01081.1 012Skel 012 Sled `MULLION CAP.,m,,,,,e � Anchor Type 57113aElao Ut9adon 1!4'Eko l6lrneon 3116'Elco Uilnw.n 174•EkO Uleacon Anchor Clip Patterns bacon AggmOalor Ullmcon Aggreoator Ocmw(G5)Som tG5) 6aas(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Il Dlala044 MT 1• 2-12• I®1=11]21721,,, 3.118• 1• 2.112• 1• 2-112• 2• 3.1fir 2• 0.48• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednent n 1x14• 1-314'.9(1:37.4%M 51414.0!1 T 1.114' 1.114' 1414• 1-114' 1.114• 1-114' Y mar fors• vade3 ACTUAL PRESSURE REQUIREMENT FOR THE 2Aml@4.75'Min.O.C. Skward o OSaat alp(ft.11 3901bo 39011 360.Ibs .�800Jbf 1644 lbs 2701bs 28016. 354 lba 7401hs 37410, 6641bs 946lbs 341 lbs 44216, 6601.5. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15'h11m O.C.I Standard(or015e0 Clip(Fp.27[ 400 lbs 7001tis WA-v�WAIN l WA WA 380lbs WA_ WA WA WA WA w21ba 8e51ba 11201155 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anolnre Q VMin.O.C.1(2)215 Male Clips I(Fig.3k 7601bs 7901b2 esolbs 16801bs IB981bs 540 lba We lb, NIA 7801ba 748 Its SWIM 18921bs f82lbs BBS Ib. 11201.55 MULLION.IT WILL YIELDA MINIMUM ANCHOR 2 Awl @0.45'Min.O.C.7 U-alp,Into.125'Alum.(Fp.47 WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 716 Il CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anch�r]FLOP(F i0.57 195 ns 19516. 225 Ib. 445lb4 822 lba 1351hs 140 lbs 177 ms 370lbs lei lbs 332 Iles 473 Ibs 170 Ibs 2211bs 2BO Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 AncI m 431.I5'MIn.O-CJF471p( 90.07 24DIbs 3501.5. WA WA WA WA 190lb3 WA WA WA WA WA 34110. 4421ho ti601bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISBO complylag with lho Florida FIGURE 1: FIGURE 2 TABLE NOTES: --' 1.000' r-- < O11Rate U• dier9l adoProth'b*duct Control • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4.FOR GENERAL INSTALLATION METHODS. t 111 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \,� QN'( LYNN FIGURE 3: ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS•SEE SHEETS 21.23. 2.750' \P��,•' 4\CENSE •.F.Q HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED 37G' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125' � Q S ATI:OF F THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT T '•,FLORIOP. \` I I I I 'I 1'X 2.76'X.375'MULLION �O IIUII-JIIJII.--J LEAST.125•THICK AND A35.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �s1� • 0 0 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 771 r�QN:4L� A.LYfJW1MILLEA,P P.E. FL P.E.#58705 TABLE 4A m ^ Mullion Ca ao Table Ibs/R' Opening Width(for eerticaly-speming mullions)or Opening Height(for horizontalysparrirg m illons) 5o in BO In 70In 801n 001n 1001n 120 N 1401n 1001n Rectangular Toptrdarlg. RectenBWar TreplPoeng. Reclen44ular napRldmij. Rectangular TrepTdeng. Roolenpllar TrepriHang• Factarguar TrepRdan9• Rectangular MwT1 no, Rcetangalar TrepWong. Reclon9W.r Troplydong. Sp 1x2.76x Looting loadirg Loading - Lcadn9 Loading Loading Loedi.g Loading Loadln0 Lowing Loadng LoadnO Loading Leading Loadap Loadng Loading Loadng sY 860Aium. r r r r r r r r r _ _ r r p Tube a,. a.. a �' I�' S ,. 'd�.. mullion s� �8 . la J z N� N 421. 170.0 820 170.0 435 170.0 744 170.0 478 170.0 60 170.0 508 170.0 932 170.0 618 170.0 1118 170.0 621 170.0 1240 1170.01 521 1170.9 14881 170.01 621 153.7 1020 170.01 621 130.8 1620 170.01 521 1J 4811 170.0 708 170.01 524 170.0 850 170.0 584 1170.0 992 170.0 630 1170.0 1133 170.0 601 170.0 1275 170.0 877 170.0 1417 170.01 680 141.7 1417 170.0 580 121.5 1417 170.0 680 100.3 1417 170.0 080 60.625 In 170,0 747 170.0 563 170.0 898 1 170.0 631 1170.0 1048 170.0 684 1 170.0 1105 170.0 723 182.6 1286 170.0 1 747 148.3 1286 170.0 758 121.9 1288 170.0 766 104.5 1286 170.01 756 91.4 1268 170.01 756 LU �O o Q Win 170.0 707 170.0 612 170.0 958 170.0 691 1170.0 1118 170.0 754 1160.7 1130 170.0 B03 133.8 1130 170.01 837 1208 1130 170.0 856 100.6 1130 170.0 681 88.1 1130 170.0 881 75.3 1130 170.0 861 m (0 ~ M 60 11 170.0 886 170.0 701 146.5 016 102.3 751 1 126.6 915 144.6 748 1109.9 915 132.3 735 07.0 015 123.9 720 67.9 916 118.6 720 73.2 015 114.4 716 62.6 015 114.4 716 64.0 915 114.4 715 t- J 031n 161.8 630 101.9 710 120.5 BM 138.9 694 168.5 830 123.2 661 04.9 830 112.2 870 84A 830 104.0 682 75.0 630 99.4 650 03.3 1 83D 04.5 849 54.2 830 84.1 649 47.4 830 94.1 649 d 00 In 132.1 757 140.0 050 110.0 757 119.8 030 04.3 757 105.8 824 D2.6 757 98.1 814 73.4 767 69.1 800 68.0 767 84.2 600 65.0 757 79.0 593 47.2 761 78.2 691 41.3 767 76.2 591 Z OW 8 0 J 72 In 101.7 638 108.6 652 W.8 638 91.0 540 72.7 838 80.1 530 53.8 036 72.2 521 50.5 038 00.5 514 50.9 We 82.3 506 42.4 638 67.2 600 311.3 878 65.7 497 319 836 55.2 497 7811 86.5 671 904 498 72.1 571 70.6 465 6, 71 67.4 478 W.1 571 60.0 471 46.0 511 55.5 4W 43.2 671 51.8 459 38.0 571 47.0 461 30.0 671 44.8 447 27.0 571 44.5 448 781n 80.0 542 83.4 474 55.7 W2 70.5 445 57.1 342 62.1 456 50.0 642 55.7 449 44.4 542 51.0 442 40.0 W2 47.5 437 33.3 $42 42.0 420 28.8 W2 40.8 425 290 W2 40.1 423 h Q N o 911 in 52.1 407 63.7 381 43.4 407 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.8 334 21.7 407 28.1 327 16.0 407 24.1 722 16.3 407 23.0 319 L Z O 1811 42.9 358 44.1 320 35.6 356 37.2 314 30.7 358 32.4 309 28.6 358 2&8 304 23.8 358 28.1 300 21.5 358 74.0 298 17.9 358 21.0 289 15.3 358 19.2 2W X o � 1681n 30.1 283 30.8 255 25.1 283 25.9 251 21.6 283 22.6 247 18.8 283 19.0 244 16.7 283 18.0 240 16.1 283 16.5 237 W 1111. 279 287 28.3 242 23.1 287 23.8 238 10.6 287 20.8 235 17.3 287 18.3 231 16.4 287 18.5 226 N 1201. 22.0 220 22.3 209 18.3 220 18.8 205 15.7 229 18.2 202 U X Q O O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: R Z m0 (D Anohor Ca 1tv Table Iba) ANCHOR CAP.*:,,a, mx� substrale. 2.7k Mamie 3.5k Cone. Holled C41U FOled CMU PTWood McWI (DI?,,,)X( >mANCHORCAP._ d� 6116'Ele. 1WSSFJco Gll6'Eloo 114.96Eko d109teel dl2eleal d123leel MULLIONCAP.,,a,,,,, Anchor Clip Patterns Anehor type: 311G Eleo Ultacon 114'Ebo Ulbecan 3116'E1co Ulteoon 114'EkO Ulhecan UlVacon Zo,eoalor 116,Cle A9Fa0Ek Com(05) 0128leal U12S(cs) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge,Mwoc(m), 1' 2-12' 1' 1 2-112' 3.118• 1' 2.12' r 244 2- 3-UB' 2' 0.46' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embe&nmt fa 14W 1314' 1314 1314' 2' 1-114' 1.114' 1.1/4' 1-114' 1.114' 1-114' 2' I-afw 1318' .edea ACTUAL PRESSURE REQUIREMENT FOR THE Umholo®4.76'Mo.O.C.18tanderd orOeeet Clip(FW-1X 390 lb. 39olbs 4501bs 890164 16441" 270lbs 280lbs 354 los 74o lbs 374165 6W lbs 948 Its 341 lbs 442Ibs 560 Iles OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15'Min.O.C.I Standard for Oftel)Crp(Fig.2X 480 IN too ft WA WA WA WA 380lbs WA WA WA WA WA 062 lb. 6651 1120lbo CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Aralen @ 3'Min.O.C.I(2)2a6Angle Clips I(Fig,3)c 780 lb. 780 lb, 880166 1560 lb. 1696106 540 lbs 58016. NIA 7601hs 748 IM M lbs 18921b3 682 lbs 66510 1120 ft MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Anolrors a 0.45'Min.O.C.I 11131p,mto.125-Alum.(Fig 4):1 WA WA WA WA WA WA WA WA WA WA WA WA WA 716 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor I F436p(Fig.5):1 195165 195 lbs 22S 1b5 445 to, I en lbs 135 ft 1401. n7 m. 37011e. 181 ios 33z lbs 413 lbs 170lbs 221 Its 260 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anohom91.15-MIn.O.CJF-09p(F9.6X 240 IDS 3501b. WA WA WA WA 190lb3 WA WA WA WA WA W1169 442lbo 660 lbs ANCHOR CAPACITYTABLE. RODUCTREVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. COmV$'fn8 N•nb The Picridc u0dib�Pww e oFIGURE 1: FIGURE 2: TABLE NOTES: 1.000' on -I I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4I 1`1\\111111//// 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTIiS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760" \��•' V\CENg !F • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FFIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. St: No.58705 '�r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED t Z��,-;: FIGURE 4: FIGURE b: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60MT6 AND BE A MINIMUM OF.125' '�O'• S ATE O- 7(/ THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND.045-THICK(18GAUGE)..STRUCTURAL STEEL TO BEAT "� •'•.,F(ORIDP,,•'G\�� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76'X.650-MULUON ' THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ass/ ••• ��.�� 1,%NAL\11o1 A.LYNNILER,P.E. FL P.E.#56705 TABLE 5A _ a 2t a Mullion Ca ao Table IbsW q� Opening Width(for vertioallysparri g mullions)or Opening Height(forhorizorita*Sparrilrg muillons) �Cur x C 50 in 60 in 701n SO in 9 I 100 in 120 m 1401. 160 in 32 8 4 O Rectangular Tlep•Ti . Reclengulor Tmp/T oil Rectangular Ra"ang• Rectangular TmpMang. Rectangular Trep7dang. Rectangrdar Ttapmieslg. faUoleneula TepTdeng. Raul-ngNar Tr-p7dang. R-clanguW Treplaleng. �Sjj 4 1"X3.126"X Loalin9 Leafing Loadn9 Loading Loadrm Lcadlg Lnadng Lo7dn0 LoaGmg LoetinD Loadn9 LoadnB Loading Looting Loafing Lvadng Loading Loading oYfiq u .600"Alum •a a.. m r0 a.. o a 'u.. '� .. v a .. '0 T3 Tube Mull )3 >3 �. �, g �-'� u• �� '�. N g� e� b. r� €� b. g e� b. b 1s. §� g• §� g 8Lz 14 z a s rc a'a sa 0 W 421n 170.0 820 170.0 435 170,0 744 170,0 478 170.0 868 170,0 509 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 1711.0 521 170.0 148a 170.0 521 170.0 1735 170.0 621 154.4 ISM 170.0 521 J W 4813 170.0 708 170.0 524 170.0 850 170.0 604 170.0 802 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 677 170,0 1417 170.0 680 157.7 1577 170.0 080 135.1 1577 170.0 080 110.2 1577 170.0 680 _ co 60.625 In 170.0 747 170.0 563 170,0 BBB 170.0 831 170.0 INS 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 141.7 1485 170.0 756 121.6 1185 170.0 758 106.3 1485 170.0 756 W O 0 64b 1780 787 170.0 812 170,0 958 170.0 891 170.0 1118 170.0 754 170.0 1276 170.0 003 188.1 1/01 170.0 837 119.5 1401 170.0 658 1244 1401 170.0 061 106.8 1401 170.0 801 03.4 1101 170.0 001 m c) ~ 601. 170.0 885 170.0 701 170.0 1083 170.0 707 158.6 1158 170.0 878 138.7 1158 187.0 028 123.3 1158 168.5 917 111.0 1158 149.7 910 92.5 1158 144.5 003 78,3 1166 IM,S 903 08.4 1156 144.0 003 I- J 0310 170.0 930 170.0 745 159.6 1068 170.0JW721.2 .0 1049 165.6 880 110A 1040 141.7 848 100.6 1049 132.0 830 05.8 1049 126.5 828 70.9 1089 118.3 020 08.5 1049 118.9 gig 59.0 1049 116.8 810 7) 8 7 +g� eab 106.6 055 170.0 789 139.0 955 161.39.1 055 133.7 760 104.2 056 121.4 776 02.8 965 112.0 786 03.4 055 INA 767 69S 055 PD.$ 749 69.6 055 08.7 746 62,1 055 00.7 740 ? UJ� ?g� j 7210 126.5 803 134.0 897 101.0 603 1148 .6 803 101.1 870 00.3 807 81.2 059 71.4 603 03.0 849 84.2 803 78.8 642 63.6 803 72.2 632 45.9 BD3 BB.B 828 40.1 803 69.7 �7 U1 u W 8 ii55 Z 761. 109.2 721 114.1 629 01.0 721 07.0 .0 721 85,1 603 a8.3 721 70.6 595 90.7 721 70,1 586 61.8 721 05.4 678 45.6 721 68.4 589 39.0 721 688 584 34.1 721 681 503 Q j d• 78 In 101.0 684 105.4 598 84.2 864 89.4 .2 081 79.4 570 03.1 861 70.4 607 69.1 084 84.4 658 50,5 604 59.0 551 42.1 884 64.1 641 36.1 684 51.3 638 31.0 684 50.6 534 Z Q N C BO In 85.8 614 07.9 45e 64.8 614 67.3 .0 514 50.0 MO 41.1 614 44.6 433 30.6 514 40,5 427 32.8 814 37.3 421 27.4 514 33.0 412 23.6 614 30.4 406 20.6 614 29.0 403 F¢•• Z 891. 64.2 452 55.7 404 45.2 452 47.0 .7 452 40.9 390 33.8 452 36.4 384 30.1 452 32.0 378 27.1 452 30.3 373 22,5 452 2e.e 305 19.4 452 24.2 350 16.0 452 22.8 355 1 x 1081n 36.1 357 38.0 322 31.7 357 32.7 .2 357 28.4 312 23.8 357 25.2 308 21.1 357 227 303 19.0 357 20.8 299 15.0 357 18.0 293 13.6 357 10.2 201 11.0 357 15.0 283 W C4III In 35.1 338 35.8 300 20.2 338 381 .0 338 28.1 200 21.9 338 23.1 282 18.5 338 20.8 280 175 338 iB.O 284 14.5 338 18.5 278 125 330 148 273 110 038 13.8 269 M fn (n 1201. 27.7 289 28.2 263 23.1 289 23.7 .0 289 20.6 258 17.3 289 18.1 252 15.4 289 18.3 249 f3.8 289 14.9 248 11S 289 12.0 ?AO 9.0 289 11.4 238 8.7 289 10.4 232 („) X Q 0 0 Q lco) AANCHOR CAPACITY ADJUSTMENT FORMULA: 1 �AneherCe ecl Toble lbs ANCHORCAP.,,a,,,,,5ubs"ate 2.7X CaX Rte 35XC0nt. HOMO& FRIMCMU PTWooO I.Idd (Op".)X =ANCHOR CAP.,,," -7�� &1C EICO 114'S9 Eit FAV to 114'SS Elco 010 filled 912 Steel 012 Steel MULLION DAP.,,a,,,,,, �EdgDlsl.w.ony Nis'Elco Ultrdcon 1141 Me UBmton 3'1V Elto Unrxnl V4'EIco UXmcan AnchorCllpPall6me Ullreron AggreOalor unmcen Age Radar Sc"(G5)Strav(O5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR 1' 2-117 1" 2-v2' aU8' i' 2-112' 1" 2-112' 2' 3118' 2' OAS' 0.54^ 9.324• CAPACITY REQUIRED"CORRESPONDING TO AN 15141 13'4' talo• I T41' 2' 1414' _ 1.114' 1414' 1-114' 1-14' 1-114• 2• tare• I-No, vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom®4.761 Mh O.C./SteMxd a Oriel CUP(Flo 1) OOO ibs SOD Ibs 450 lbs 800 M- 1644 Ds 270W 1 280 Its 354 Its 740166 374lb% 661 ft 046 lbs 341 bs 4421bs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Am9as 4]1.i6v3in o.O1s1a1dat0(a ake0glD(Flg 2) beo tbs 700 1b n1A IVA rad IIIA 3801bs nrA IUA IIIA IVA IVA 6ezms BBS Nofl2oas CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchm®3^61In.O.C.I M 2u6 A1Ole Cops/(FIg.4 780Ibs 780 lbs 680W 1560Its 1886 lbs 54966 Nem; IUA 7WIbs 7481bs eat IM1692is 6821bs 665 ig 11201bs MULLION.IT WILL YIELDA MINIMUM ANCHOR 3AOcWs@0.45•LIM.O.C./U-Mp,1010.125-Alum. 4 II/A IUA IIIA IVA _ IIIA IIIA RIA NIA IIIA IIIA IVA IgA WA IIIA 1073 itis CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/FCDp(Rg.by 10565 1051[- 225 bs Asta 827 rm 1351bs 140 Its 177105 370 lbs 167106 s321ho 473 and 170 lbs 22111:6 2ao 1Lv ADDITIONAL ANCHOR OPTIONS FROM THE 2AntODm®1.11P Iola O.CJ FCe g 6' 240Ibs 3501hs Il/A IIIA IIIA NIA 1001bs NTA IIIA I NIA IUA IUA III ms 442 Ito I. ANCHOR CAPACITY TABLE. BD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ca loRBVI the ca log 1511h the Florida h1.000°-Ivoc GOING occptmtuIVa FIGURE 1: FIGURE 2: TABLE NOTES: Iwo f�Dj ® / 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, )ami adc product Co111m1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. /11111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3,125• \\\��Otyy•,•• r+,�7�1��i' FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Q,,• ,1cEN,k •. �Q • IF • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705Fe- - 'yk ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-MILLED _.13 - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' ��O•'• STATE OF 1'X 3.125'X.6'MULLION • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ' •,,FLOR1pP,. \\ I I •I THEM TER THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION) ;�(`s , .•,,.,, C`�B;. • C II II II II 0 I S • THE MATERIAL 1)10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �7/�1ON/.��.. A.LY�IfSrMILL��,P.E. FL P.E.ft 58705 TABLE BA an � Mullion Capacity Table(lbsHe) RPR Opening Width(for wrOcaly-spanning mullions)or Opening Height(for horizontaiyspenrlrg mullions) X�W'la a 601n 60 In 701. 1 OO In 001n learn I i201n 1401n fee In st p Rea" heprnima. RWrrneulaz Ti. Nag. Reolangular T. an". Reclangdar Tmp/Tdang• Rectangular Trep•Tdeng. ReclergJar T,pfrlerg. Reotoniplar -nowdane. Rectangular TmpTdaig. R. I., Trop/Tdong. P y 1 x 4 x.1 29 L.dirp Loafing Loading Loafing Loading Loa Loafing Loafing Loading Loadrg Loading Loading Loading Loading Loafing Loafing Loafing Loading Y o Alum.Tube Mullion HI g g ia o � m 42N 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 868 170.0 606 170.0 002 170.0 619 170.0 1116 170.0 521 170.0 1240 +170.0 621 170.0 1408 170.0 621 145.8 1469 170.0 021 127.6 1489 170.0 52t J LU W -09N 170.0 700 1704 624 110.0 860 170,0 684 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1276 170.0 677 158.3 1303 '170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 880 60.0251. 170.0 747 170.0 563 170.0 898 170.0 031 170.0 1048 170.0 604 170.0 1193 170.0 723 MA 1235 170.0 747 140.6 1235 170.0 768 117.1 1236 170.0 768 [42 1238 170.0 768 87.8 1235 170.0 766 2 �� N 64 N 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1110 170.0 764 164.4 1160 170.0 603 137.2 1166 170.0 037 123.5 1158 170.0 956 102.9 1138 170.0 861 1168 170.0 681 77.2 1168 170.0 881 m M Q 601n 170.0 B85 170.0 701 168.7 1042 170.0 707 142.9 1042 101.1 832 125.1 1042 140.7 015 111.2 1042 130.0 001 100.0 1042 130.2 791 83.4 1042 124.1 7621042 123.1 782 62.6 1042 126.1 782 (0 J 81 N 170.0 930 170.0 745 161.2 992 183.0 818 129.8 992 144,4 799 113,4 092 131.0 782 100.8 092 121.4 700 90.7 092 114.0 760 75.0 902 1004 745992 108.0 7M 66.7 902 108.0 744 ^2 661n 165.4 947 170.0 789 137,8 047 145.0 786 116,1 847 130.3 76D 103.4 047 117.7 752 91.8 947 108.7 730 62.7 947 1022 727 08.8 847 95.1 713947 94.0 111 51.7 047 94.0 711 Z g 721. 135.8 849 142.7 737 7132 1148 121.6 722 87.0 849 106.8 708 84.8 849 98.4 898 780 649 66,7 666 87.0 849 82.7 075 86.6 649 76.3 858049 72.6 652 42.6 049 72.4 651 � W�kk 76 In 115.6 762 120.7 665 98.3 762 102,8 652 62.5 162 90.0 640 72.2 762 80.8 629 64.2 762 742 620 67.8 762 S .1 782 82.6 602702 59.9 697 38.1 762 69.4 595 J rn 5 Z 2 78N 106.8 724 111.4 634r244..5 724 54,8 621 78J 724 02.9 609 66.6 724 74.4 098 69.4 724 08,1 891 63.4 724 .0 724 W.J 37J724 6{.3 687 35.4 721 60.5 605 Q J r ~ Q 03 C) 001n 69.8 643 71.8 483 643 60,7 474K30821.7 0 460 43.5 543 47,1 468 we 543 42.8 452 34.8 643 .0 543 34.9 436641 32.1 430 21.7 543 30.7 420 Q � z 881. 67.3 479 68.9 427 476 {9.7 4192 412 35.8 476 38.6 406 31.8 478 34.8 400 28.7 478 .0 476 28.1 388478 26.6 38017.8 476 24.2 370to1081n 40.3 377 41.1 341 377 34.6 3350 330 25.2 377 26.8 326 22.4 377 24.0 321 20.1 377 .8 377 18.0 310377 77.1 J04 �d 1111. J7.1 357 37.8 323 357 31.8 3166 J13 23.2 357 24.4 309 20.8 357 22,0 306 185 357 .4 357 17.4 294 x Y Y 1201n 20.3 308 29.8 279 308 26.1 274 .7 270 18.3 308 18.2 287 fe.3 308 17.3 263 U X Q 144 In 17.0 212 172 196 Q Z O O D TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Cacacltv Table Vbs) ANCHOR , aubatmle: 2.7k Comrela 3.5k Com. Hoa-cmu Filled CMU PT Wood Mclol (DP_)X( )=ANCHOR CAP.,,, 5/16'Elea 114'S8 Elco 5118'Elco 114'SS Elea 8108teel a12 Steel 412 Sled MULLION CAP.,,,o,,,,a, AnchorCllp Patterns Anchor type: W16•Eleo UlDacon 114'Eke Ullrecm Nlruee0IWA o Macao 114'Eka Ullman Aggm0atw Unmoon AggreOator Soraw(G5)Suew(G5) Screw(GS) USETHIS FORMULA TO OBTAIN THE°ANCHOR Edgo 01slaneea 1• 2-12' 1• 2.12' 3.1/8' 2-12' I. 2-V2• 21 3.1/6' 2• 0.48• 0.54- 0.324• CAPACITY REQUIRED".CORRESPONDING TOAN EmDcdnmt Mk 1.314' 1.3q' 14/4' 1.314' 2' 1-1/4• 1-1/4' 1-114• 1-174• 1-UP 2' bale• 1318• modes ACTUAL PRESSURE REQUIREMENT FOR THE 2Amtrom@4.75'Min.O.C. SWOJardor O6se C6p(Fig.t&2): 390 lb, 390 lbs 45010) 890100 164 IDs 280165 354105 740 lbs 3741bs 681165 040 as 341165 442!as 560163 OPENING,WHEN IT I9 LOWER THAN THE MULLION 4 Amirom @ 2.25 Min,0.0.1 Standard(orOlben Cap(FN•3): 700 lbs 7DO lbs 580 to, 141016, 95210, 660 no WA 8301b, WA NOlbo WA 68216, 885 lbs H2O lbs CAPACITY(FROM THE TABLE)OF THE SELECTED BAnohom@1.15'MN.O.C.I Standard I r06so0 Clip(Fig.4Y. 960lbs 14DO lbs WA WA WA780lbs WA WA WA WA WA 13Mlas Melba 224a1bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 An4lnrs @ 3•IA .0.0./(2)24 Anglo CBp,I(Fig.6): 780lb. 760 lbs 6801bs MO lbs 1606lbs 660168 N/A 7001bo 748@, BBD lbs 1892lbs 682 lb. 665lbs 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY BAnohm@3'MIn.O.C.!(2)2X6 Angle Cops I(Flg.ek 11701bs 1170lbs 1020111e2340 84011,5 NIA 11401D5 11221113 1320ms 2838 Ins 1022[as 13271bs 1080 lbs ADDITIONAL ANCHOR OPTIONS FROMTHE 4 Amham@ 0.46•Min.O.C./U alp,Inla.126•Num.(Fla•7): WA WA WA WA WA WA WA N/A WA WA WA WA WA NIA 1430165 ANCHOR CAPACITY TABLE. PRODUCERBVISBD 2 Anchom®2.25'Min.O,CJ F{2Ip(Fig.BY• 150105 3501Ds 200 Ms 7D51bs 4761bs WA 260105 WA 316105 WA 140105 WA 341 lbs 442 las 560 to, nwmplyln8 w11h1bs Nlgdda Building Godo 4Aaohoro@ 1.16'Mln.O.CJF Bit,I 91: {a0lbs 700105 WA WA WA NIA 38016, WA WA WA WA WA 68216. 885168 1120165 A fA NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, --� 1.000' �-- nr. No By -f( TABLE NOTES: 4iam1 ado Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LA IVI • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��'��.•'•�,10ENSF F'f' • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' No.50705 'ar TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW ' FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED i'2E ;'•?[4�� • • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .... .125' T '•.,,FLORIOP.•� \ : • • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6003-75 AND BE A MINIMUM OF.1251 THICK.STEELSTUDSTtis •• ,. �C�� ANGLE CLIP FIGURES 5&0 MUST BE USED IN PAIRS. AND A36 ABL ANCHORS IHINTO METALHALL EXTEND AT LEAST 3GRADE 33 AND.046"THICK(18 )SCREW THREAD.STRUCTURAL S BEYOND THE MATERIALEL TO BEAT LEAST. . ( ) l'X4'X.125' A.LYNUMIV129R,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A An27 Mulllon Capacity Table Ilaste X L1s7e Opening Width(forverticaly-sparring mwllons)or Opening Height par trod rdaly-spanning mwUons) 601n 601n 701n 1 801n 001n 100 in 1201n 1401n 1601n 114:1 1 X4 X.375 Reotemplar TrapRAmrg. Ractongular Trop/Tdong. AWaaqul r Traprrdmg. Redoiguler Tmprrdang. Roolon9,Aar Tmp'Tdong. Rcotaneulor TrepRdang. RaolonBular hepRAanB• RactanBNar TtepRderg. Reotengular TrapRdmO. Loading Loading Loading Loading LoadIA9 Loading Loading Laadrg Leading Loafing Loading Loafing Loading Loading Loading Lo.&g Loading Loading Pie AIUm.Tube - 6 g"Te _ ,. a _ �gQ• _ L§$• _ r _ •a$ $,. .�• •r$.. pa$ _ r gag 4r§ _ r _ q@. prg _ a agC gr§ _ d Mulllon N fi �� fi fi fi s. fi fifi� fi@ 5 a b• F E rc s s a s a s dere s� s� a 3a" CID fin•= O 421. 170.0 Gl0 170.0 435 170.0 744 170.0 478 170.0 BBB 170.0 600 170.0 082 170,0 610 170.0 1119 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 621 170.0 1983 170.0 921 461n 170.0 708 170.0 624 170.0 060 170.0 584 170.0 092 170.0 add 170.0 1133 170.1) 661 170.0 1276 170,0 677 MA 1417 170.0 660 170.0 1700 170.0 680 170.0 1883 170.0 See 151.8 2024 170.0 680 50.025 In 170.0 747 170.0 663 170.0 098 170.0 031 170.0 1048 170.0 804 170.0 1196 f70.D 723 170.0, 1348 170.0 747 170.0 1404 170.0 766 170.0 1703 170.0 768 166.0 1818 170.0 768 136.5 1818 170.0 766 a 541n 170.0 797 170.0 012 170.0 850 170.0 set 170.0 1116 170.0 754 170.0 1276 170.1) 803 170.0 1434 170.0 837 170.0 1694 170.0 868 169.0 1700 170.0 681 IVA 1790 170,0 681 120.0 1789 170.0 881 m (O O Win 170.0 855 170.0 701 170,0 1003 170.0 787 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 098 166.6 1619 170.0 1033 129.6 1618 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 10 J WIn 170.0 9J0 170.0 745 170.0 1110 170.0 050 170.0 1302 170.0 940 170.0 1400 170.0 10)6 160.7 1542 170.0 1076 141.0 1642 170.0 1122 117.5 1642 169.5 1168 100.7 1642 167.9 1167 86.1 1642 167.0 1167 In 170.0 074 170.0 769 170.0 1169 170.0 803 170.0 1354 170.0 IDD2 IWO 1472 170.0 1080 142.0 1472 160.6 1140 128.6 1472 166.0 1130 101.1 1472 147.8 1108 D1.8 1472 148.0 1104 80.3 1472 148.0 1104 z 7261 170.0 1083 170.0 878 170,0 1276 170,0 1009 160.0 1320 166.2 1101 132.0 1320 149.8 1082 117.3 1328 137.8 1080 109.8 1320 128.0 1048 08.0 1320 117.0 1024 75.4 1320 112.8 1013 68.0 1320 112.6 1012 W o Z IN -76 in 170.0 1122 170.0 837 149.5 1184 159.4 1013 128.2 1184 139.8 994 112.2 1184 125.7 070 89.7 1184 115.3 9% 89.8 1184 107.5 952 74.6 1164 07.6 935 64.1 1104 03.1 027 60.1 1184 92.3 028 J N 78N 186.1 1124 170.0 807 730.4 1124 147.0 865 718.8 1124 126.8 847 103,6 1124 115.0 931 92,J 1124 109.6 010 83.0 117.0 80.8 800 69.2 1124 09.0 090 69.3 1124 84.3 681 87.0 1124 83.2 678 ¢ '-'I J gO In 108.1 874 117.6 760 80.1 614 94.3 738 77.2 BM 62.1 714 87,8 644 73.3 712 00.1 044 68.6 702 64.0 OM 81.4K45.0 642 678 36.0 044 60.0 660 330 BM 47.7 6622 z o961n 89.1 742 91.9 663 742 742 77.2 652 63.6 742 67.2 641 65.7 742 59.5 631 49.5 742 64.1 622 44.5 742 49.6 43.0 600 31.8 742 38.0 690 27.6 742 37.6 604 I^ t0,@ d1091n 62.6 See 63.9 630 62.1 668 63.6 621 M.7 680 46.6 513 39,1 580 41.4 605 34.5 660 37.3 498 3f.3 588 34.2 29.0 481 22.3 680 20A 4M 19.0 600 24.7 450 V) oIII In 67.6 659 68.8 603 46.0 655 49.6 495 41.2 655 42.9 487 36.0 555 38.0 460 32.0 655 34.2 473 28.0 655 31.3, 27.1 457 20.0 655 24.3 445 10.0 655 22.4 442 LU :t1201n 45.6 475 46A 433 38.0 475 39.0 426 32.8 476 33.7 420 28.5 475 29.8 414 25.3 475 26.8 409 22.8 476 24.56 21.1 395 16.3 475 18.7 387 14.3 475 17.2 301 U x Q 1441n 28.4 330 26.7 305 22.0 330 22.4 301 18.9 330 10.3 207 18.6 330 1 17.0 203 Q Z co TABLE 7BANCHOR CAPACITY ADJUSTMENT FORMULA: �� -...... - An hor Cavaeltv Table Ibe ANCHOR CAP.,, ,'_ -_ 8ubst afe: 2.71 Commie 35k Conn, Hollow CMU Filled GMU PT Wood Metol (DP,)X( )=ANCHOR CAP.,,,,, 5118'FJco 114'SS Eleo 6116'Elm 114'SS Eko 010 Steel 012 Steel 01231ed MULLION CAP.,,,,,,,,,, Anehorlype: 3110'Elco Uluaeon 114•Ebo UlUmm 3116'Elco Ultracon 114•Elco Ulueoan Anchor Clip Patterns Ulbmon A90rs'atol Ultrown AMmralor Saw(06)Scmw(05) Suaw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Ed CONWance9nk 1' 2.112• 1' 2.112" 3-1/8' 1' 2-112• 1' 2.11T 2' 3.1/8• 2' 0.48' 1 0.64• 0.324• CAPACITY REQUIRED°CORRESPONDINGTOAN Embedmeat 0n) 1.314• 1-3/4• 1.3/4• 1.314• r 1-114• 1-114• 1 -114• 1.1/4• 1-1/4• 1.114• r 1-318' 1 wr wdoc ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancham@4.7W Min.O.C./Standarder0hel Clip(Fig.182) 390 lbs 390Ibs 4501bs 8901ba 1844 lbs 2701be 290lbs 354 led 74019 374196 664Ibs 048Ihe 341166 442lbs 560!as OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom @ 2.25 Min.O.C./Stmldmd(of Db.t)Cpp(Fig.3) 7001ba 70D lbs 560 @e 141016. 952 IM N/A 500 Ib. WA 630[be WA coo los WA 682 Lbs 885196 1120lba CAPACITY(FROM THE TABLE)OF THE SELECTED -BAiahw®1.16'Mtn.O.C.I Standard(orOffse6 Cpp(Fig.4X 9601bs 1400lbs WA WA WA WA 760 lbs WA WA WA WA WA 138316% 1770Ibs 2240 The MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amhora Q 3'Min.0.0.1(2)&S Angie aps/(Fig.5X 700100 780100 660 too 1560IW 1898 roe 640106 6801hs WA 760lbs 748lbo 880 IM 1892 lb. 692 lbs 885 lb. 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY B Anchors Q 31 Min.o.C.1(2)215 Angle Cops I(Fig.BX 1170 Lbs 1170lbs 1020 ibs 2340166 2844 lbs 81016s $40[be WA 1140lbs 11221ba 1320 lbs 2638100 1022 ibs 132119321430 501bs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Awt-@0.45'Min.O.C./U•Cflp,Into.1251 Alum.IN.7) WA WA WA WA WA WA WA WA WA WA WA WA WA N/A lbs ANCHOR CAPACITY TABLE. RODUCTRBv18®2 Anchors Q 2.25•Min.O.0J F-Cllp(Ftp.0,X 3501be 35010s 290 lbs 705196 470196 WA2801bs WA 3151bs WA 44D IM WA 341 Ites 442Ibs0 lbs4Amhors@1.15'MIn.O.ClF4Xlp(F1g.0) 4801bo 7001bs WA WA WA WA 38016a 1UA WA WA WA NIA 682 lb3 6851be201be ugdloB ChdC NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062° 1.000• TABLE NOTES: 41am1 ade Product C'onlrol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE B: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111 I I I 1 I I1/ • • • • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. �\\�'��0�'•• • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' 4.OD0° 31 SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ No.50705 -_ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -FIGURE 6: FIGURE 6: FIGURE 7: --O •• teATE 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •, 5 •�GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM,5 ASTM INU WOOD SHALL BE :O bF • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �('•,,F<OR7Cp,.••.��a; 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.1745' .375" 376' S "'• THICK(10 GAUGE).STRUCTURAL.STEEL TO BEAT LEAST.126'THICK AND A36.ALL ANCHORS '-T /jS10NAL ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010&412 V X 4'X.37W 11 X 41 X.3751 1 A.LYNN MkliR,P.E. ANCHORS INTO WOOD MAY BE STEEL,1&6 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#58705 TABLE 8A m� f�oir Mullion Capacity Table(lbs/0)7dx Opening Width(for vertically-spanning mullion)or Opening Height(for hori niagy-spenNng Muglons) 60 in 60 b1 701n so In 901n 10413 1201n 140 in 1601n p 1.26"x Rml°ngo ar Treprtdang. PactangWa, Trep/Triang. Redenguler hap/Rlang. Ractengular Trep/Mang. Rectangular 7rep/illerg. Ractenguler TrapllNone• Rootenguler TrepRdang. Reatengufor Trap/iaang. Rootongulor Tmprtdong. Q a 9.188" Long Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loading Load41g Loading Loading Loadlnq 1)Y x 116"Alum � �$• �' B & -1 �' d Tube Mull fa �- $$ I� 6 1 1 g. a St a h h N ^ a a B� b a ^ d all t9 a a a d a a a a a a @ a � B �@' {� �g §§g fl e 6 � •�� e� s� n. � § g Lr f E d` d� f dr f drc g` d` s a 5d s a i d O� rn •„ 421n 170.0 620 170.0 435 170.0 744 170,0 478 170.0 888 170.0 506 170.0 992 170.0 510 170.0 1110 170.0 621 170.0 1240 170.0 621 170.0 1469 170.0 621 170.0 173S 170,0 621 151.6 1769 1740 621 E j LU 48 In 170.0 708 170.0 624 170.0 050 170,0 604 170.0 992 170.0 630 170.0 1133 170.0 66f 170.0 1278 170.0 677 170.0 1417 170.0 880 164.8 1648 170.0 680 132.7 1648 170.0 660 118.1 1648 170.0 600 2 60.6261. 170.0 747 170.0 583 170.0 898 170,0 831 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 1 747 161.0 1468 1 170.0 756 139.2 1460 1 170.0 769 118.3 1468 110.0 766 104A 1488 170.0 766 N 7 UJ 541n 170.0 797 170.0 812 170.0 058 170,0 691 170.0 1110 170.0 754 170.1) 1276 170.0 803 963.1 1376 170.0 037 146.0 1370 17D.0 660 122.3 1378 170.0 801 104.8 1378 170.0 SSI 01.7 1378 170.0 861 (D M O 60 In 110.0 685 170.0 701 170.0 1003 170.0 797 155.0 lies 170.0 078 139.0 1156 107.4 830 123.0 1158 150.6 919 111.2 1158 150.0 912 92.7 1158 144.0 905 70,4 1150 144.8 005 69.6 1163 144.6 005 )_.. W J 6313 170.0 030 170.0 745 1601 feet 170.0 650 137.2 1051 155.8 582 120.1 1071 142.0 340 100.7 1051 132.3 837 Sof 1051 125.7 630 80.1 1051 118.5 022 06.0 1051 119.1 021 60.0 1051 119.1 621 g N � CFn 66 In 167.1 957 170.0 769 139.3 857 151.6 805 119.0 857 134.0 788 104.4 957 121.6 777 92,8 957 112.0 701 03.0 957 105.6 759 69.8 957 100.0 760 69.7 957 80.0 740 522 957 98.9 748 Z g m 721n 1207 604 135.2 698 107.3 804 115.2 664 81.9 ew 101.3 671 80.4 604 91,4 660 71.5 804 64.1 650 04.4 801 76.8 643 53.6 004 723 033 40.0 004 69,0 628 40,2 804 69.8 620 5 Z 7813 109.4 722 114.4 630 91.2 722 e7.2 819 78.2 722 85.3 806 68.4 722 76.7 690 80.8 722 70.J 686 54.7 722 85.6 688 45.0 722 58.6 1170 39.1 722 60.7 60.7 842 722 68.2 604 ,=.1 o `2 76 In 101.2 665 105.6 600 84.4 665 69.8 588 72.3 805 78.5 577 03.3 685 70.5 680 68.2 685 64.0 we 50.6 885 00.1 553 42.2 655 54.3 043 342 685 51A 637 31.8 885 60.7 536 H N 5 " r 901n 65.9 515 68.0 457 54.9 515 67.5 449 47.1 615 50.1 441 41.2 515 443 434 30,e 515 40.6 426 37.0 515 37.4 422 Z7.5 515 33.1 413 23.5 ale 30.6 407 20.8 St6 29.1 404 � x Z N O- 06 In 64.3 453 65.9 404 45,3 453 47.1 307 38.8 453 41,0 391 33.9 453 36.4 385 30,2 453 33.0 379 27.2 453 30.4 J74 22.0 453 28.6 366 19.4 453 24,3 360 17.0 453 22.9 350 F- y f B 108 In 38.1 358 39.0 323 M.0 358 J2.8 318 27.2 355 28.4 313 23.8 368 26.2 308 21.2 358 22.7 304 19.1 356 20.9 300 15.9 359 18.0 293 W CO III In 35.1 338 35.6 306 29.3 338 30.1 301 25.1 338 28.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.0 338 19.1 285 0' X 1201. 27.6 290 28.3 266 -23.2 280 23.8 260 19.9 290 20.6 256 17.4 290 19.2 263 16.4 290 i8A 249 U CV Q ?> lean 18.1 201 les Ige Q s-• Z O a �0 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: E Anchor Capacity Table Iba ANCHOR CAP.,,,,,,,,,, ❑ w ❑ rc SUDstata 2.7kcorcrtde 3.6k Cone. Pdlavadu FlikbCAlu vilvood 61Ha (Df;,,)X( >=ANCHOR CAP.u, Nib"r3eo II6'08 Eko NIS'EIeD 114.98 Elco 910 SIMM H12SIeel 412 SIMM MULLION Anchor Cllp Pattema Mrhrc type NIG FJCD Unracon 1I6•Eka Ullracon ullreco0 3'iG Elco Unla[at 114'EIcoUlllacon Aff lw Ulbucn) AggreGalor Sc (OS)Bcrcw(G5) 81mv(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dislame din) r 2•vr r 2-vr s-1I9• r 2-gr r 2-vr r 34/8'• r 0.48• 454• =41 CAPACITY REQUIRED"CORRESPONDING TO AN Fmbedhent On 1+74' 15'4• 7.V4• 13'4• 2' 1.114' 1-U4' 1414' 1.114' 1-1/4' 1.114' r 15'8• 13'8• tales ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhors�d.70'I41n.O.C.1Slordardor Ofbet C9plFI9.1) NO Ibs 390 Mrs 45010s 1310IMPI/A w618s6601 OPENING,WHEN RIS LOWER THAN THE MULLION 4Archors®1.16'ldlnO.C./Sland3rd(drtxfsel)Cfp(FIg2r 4801bs 790100 IIIA IUA IIIA 380186AUIAILA IIIA IUA IVA 6821bs 8851ta 1f2D ibs CAPACITY(FROM THE TABLE)OF 7HESELECTED 6Arclprs®3'61in.O.C./(?)2(5 Argla C9ps/(Fig 3) 780 Ns 760 ibs 680106 t5m llm li101Ds dim ilgf7g-Oft 748106 BBD Im 199R ins 682106 815 ma 1120106 MULLION.IT WILL YIELDAMINIMUM ANCHOR 4AIIC 1103@0.45'I,IIn.O.C./U-COp,InID.126'A[Ut3. .4) IUA IUA RIA wA II/A IUA _ IIIA IVA IgA PRA IVA 1430Its CAPACITY WHICH MAY BE USED TO QUALIFY t Anehar/FC1p(Pg 6) 106IDs 105Ibs 225Ibs 6851!. 195165 140 IDs 1e7lbs 332183 473 Ids 1701ts 221104 7BOi0e ADDITIONAL ANCHOR OPTIONS FROM THE 2AndrA15®1.16•fAle0.C1FC8 1).6• 2401bs 350118 NIA NIA NIA He Its RIA I IVA IUA Sit lbs 442101 E60Ibe ANCHOR CAPACITY TABLE. DRODULTRBVIBHD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. catr�ly4lgsrhh Ib3 plDdde DugdingOodo FIGURE 1: FIGURE 2: TABLE NOTES: Zdv?y • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION �tiaml ode Product Control ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, LYNN Jlil� FIGURE 3: 3.188' ` 'CIAO• 7�( �i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE a,•' �10ENSF'•.,F,P ANGLE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ECLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,' N0.58705 BE USED 265' _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �' FIGURE 4: FIGURE 5: FIGURE 8: ? "r � r ` BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,65.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1 �O�'., S K F (V .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL 1.26'X3.186"X.285'MULLION AC`S'•.!YORIOP, \? LLO O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (I-1/4'VF MULLION) :I/J1S�0 . 1110&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.��INNj y{fGLBR,P.E. FL P.E.#58705 TABLE 91) oR Mullion Capacity 7,618(Ibelh2) Opening Wldth(forver9oolVapannlrg mlAions)or Opening Height(for hodzonta9y-opmBdrg mtl@orp) SON so In 701. 801. BON fee In 1201n 1401n 160 inLLO Rootongular Twplldeng. Roll 0., Tmp77dong. Rad.nguiar Trop'fdorg. R.tt War Trapfrrieng. Roclenpular TmpTdag. Roctaolflar Trepral..g. Reetenaalar TrapTMnO Reolanpalor 74ap?riena Roclenpit or Tre7J7d-ng. oc 1.25x326 Loeding Loafing Lcadng Loadhg Load'ug Loadog Laadng Looding Loaa,g Loafing LcadNg Landing L d,g Loafing Loodng Loedhg Loading Loafing a ,um Mullion a �` � CO z �L 421n 170.0 820 170.0 435 170.0 794 170.0 478 170.0 808 170.0 600 170.0 992 170.0 S19 170.0 1118 170.0 021 153.31 1118 1 170.0 621 127.7 1110 170.0 621 109.6 1118 170.0 621 06.0 1118 $113 0 48 1 170.0 70B 170.0 624 170.0 850 170.0 581 187.0 978 170.0 030 140.7 976 170.0 601 130.4 078 170.0 877 117.3 970 170.0 680 07.0 970 170.0 898 83.9 078 170.0 680 73.3 078 J W 60.0251 170.0 747 170.0 6B3 170.0 898 170.0 931 160.7 027 1701) 661 131.0 D21 160.6 106 $13 169.1 899 105.6 027 168.3 698 07.8 827 168.3 685 75.4 927 168.3 695 65.0 927 = _ 4n 64 N 170.0 707 170.0 812 169.6 800 170.0 801 132.6 860 153.0 893 116.0 B69 141.8 689 174.0 860 92.7 869 120.6 85d 77.3 889 I2aB 852 68.2 86B 126.8 852 67.0 889 60 N 143.1 746 163.8 834 110.1 740 132.3 820 1023 718 1779 808 996r455 107.9 699 iDI.O 692 71.8 748 9B8 687 69.7 718 93]. 683 fi1.2 718 83.3 683 d4.B 748 Mto 63 N 123.7 077 172.0 670 103.1 677 113.2 668 89.1 B/7 1001) 655 71.3 81.4 518 85.2 639 61.0 877 91.0 674 619 B77 l, .. 4.2 877 78.7 628 38.7 877 EON 107.8 BI7 11-1.1 630 68.7 817 97,8 fi19 78.9 817 88.9 600 87.3 IB.3 600 72.8 4B4 63.9 817 88.7 489 94.8 817 38.4 817 83.7 4B2 73.0 617 d Q 721 62.9 618 87.1 450 69.1 518 74.2 440 69.2 616 65.2 432 51.6 68.6 426 64.2 /19 41.4 613 60.7 414 34.6 519 28.8 518 45.0 405 26.8 618 45.0 405781 70.6 465 73.7 408 68.7 485 82.8 398 50.3 485 549 398 41.1 491) 984 43.9 378 35.2 486 422 374 29.4 985 25.2 467 38.6 J84 22.0 465 36.2 363 j � 6 78(a 65.2 441 88.0 387 64.3 441 57.7 379 48.6 441 60.0 372 40.6 471) 360 36.2 441 41.6 360 32.6 441 387 356 27,2 441 23.3 441 33.1 346 20.4 441 32.7 345901n 42.4 372 4].8 205 35.4 332 37.0 289 30.3 392 32.7 284 20.6 28.8 280 23.6 332 20.1 270 21.2 332 24.1 Z72 17.7 332 16.2 332 10.6 262 13.3 332 16.7 260 C00In 35.0 291 35.8 200 29.1 291 30.3 768 26.0 2BI 20.4 252 21.0 291 23.6 248 18.4 2DI 21.3 244 17.5 201 10.6 241 14.0 201 11.6 291 15.6 232 zz fV 1001n 24.6 230 26.1 208 20.6 230 21.1 206 11.6 130 10.3 201 16.4 230 10.2 tOB Ln N Slz O 111 1 22.6 218 23.1 107 18.8 210 IgA 181 18.2 218 18.0 IBI 1d.1 2111 14.8 186 ,7X1 f7 1201 11.9 187 18.2 170 1d.9 187 15.3 187 x Y Y (73 C1) � N Q (� 1�0 o TABLE 9B -`"- AncharCapacityTable(Ibe ANCHOR CAPACITY ADJUSTMENT FORMULA: K Iz Sub91m10: 27K conareto Sar Caro. HoDaH WU Filled CMU PTvrood hislel (OP)X/ANCHOR CAP.,,,,,,-)_ANCHOR CAP.- 6/10•Elco 114.69 Elto 6118'Elco 114'SS Elco 810 61ec1 812 Steel 912 Sled `MULLION CAP.,R„,.,, AnehorCllpPatterne AncMriype: 3118'EltoUltmcon 114'EkoUlBacon fe cog 3118'ElcoUllmeon 714•EleoUllmwn A99a0n1a Ullmcon A98(eaator 8ermr(06)ScrsW(05) aomw(W) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Olslenco Qn): 1" 2.112• 1• 2-1112- 3-118• 1' 2.11r 1' 2-112' r 3.170• 2' Maw 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TOAN Embedment 9ny 1.314• 1.3'9' 1.319 1J74 r 1.114• 1.114' 1.114' 1-114' 1.114• 1-114- 2' l-lr 1�IB' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancloom®4.76'Mi..O.C./SleMard a 08ae1 Cllp(Fla.1}: 39016. 390 Ns 450168 890161 1644®. 270165 28(1 tda 354168 740Ite 3741b, 664)bs 9401bs 341 lbs 4421bs 560[be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnoWm @ 1.15'S11n.O.C.I6laWar0(Or054e1)Cap(Fig.2r 480 tell 700 lbs WA WA _ NrA WA 36016. WA NA WA WA WA (382 lbs US lbs 1120 1b, CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AneMre®3"MIn.O.C./(2)2:5 Angie q'p5/(Fy.3k 780 lb. 71m 1ha BB]Ws 1580 ro9` tB90 Ns 54016. 5601ba WA 760 Its 746 roa 869 IM 1892 Lbs 662@s BBfi lbs tt2a lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Awhore®0.54'M1.D.C. U alp,Into.100'Al,.(FIg.4} WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 0501W CAPACITY WHICH MAY BE USED TO QUALIFY I Arch./F121p(F1p.51: 105169 195169 228 Ns 44510. 822163 13516. 14016. ttt lbe 37016. 1871M 93216. 4731Ds t7o lbs z2t ros 28016. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anolrore®1.15'MIn.O.CJ F-00p(FIg.0I 24016s 3501bs WA WA NIA WA 18016, WA NIA WA WA WA 341 Ibo 44216s 660 @s ANCHOR CAPACITY TABLE. 41OIDUL117REVISED u dl��Pwl �Algddn rt oaptm M81 FIGURE 1: FIGURE 2: TABLE NOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Altunl ad ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 1(111117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. LYNN FIGURE 3: ��Q14 ,,til/��i�� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,260' �,tCENSC''•, ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Eo • 1 . • CLIP MUST >r BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.68705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND - : ry FIGURE 4: FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM P00.WOOD SHALL '100" ;'�••:� „Zq/If S:•z BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �(- 5 A bl- fly • 8083-T6 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND I ��'�C r<ORIOP.•'• \�� .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ',�, \� Q O ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.28'X 3.26'x.too' '��,;�1ONg1,��`� 810&1112 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION , 1 1 A.LYNN MI 1110i,P.E. FL P.E.1)58705 TABLE 10A Mullion Capacity Table bsfle) Opening Width(forvedicellyspenning mdlior6)or Opening Height(forhodzArtaByspanrdng mdllons) 4' � < 50 N 601n 70 in BO in 90 in 100 in 1201n 140 in 160 in Ra" Sul at TrepTrlana. R.11 plan Tnipfr&% Rod..alar Teplldang. Rectangular Trepa'dang. Rectangular Trepfrdang. Raaangufon T,. ng. RW.gufer 1. .9' Mdengulor TrnpTdong. Ro,lonphr TiDpRdang. y 136%326 Loading Loaning Loading Loadho L.2.1 Loading Loading Loading Loading Loading LDeding LoIdkV Lasdgg Wain' Loading Loading LDading LDedi.g PZ, 111 %.024 AlumTube e�S .d£s`„na4 �•v' 'z •u6 •u$s� I't, uYff12. u- vdg�`�- k It 6 a g � MuJ1 04 In�4 e va$ u?gao5 N m rY 42 In 170.0 620 170.0 435 170.0 711 170.0 470 170.0 860 170.0 606 170.0 092 170.0 619 ITO.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 621 170.0 1993 i70A 621 J W 48 in 170.0 708 170.0 624 170.0 860 170.0 684 110.0 992 170.0 630 170.0 1133 170.0 661 170.0 1216 170.0 677 170.0 1417 176.0 680 170.0 1700 170,0 680 169.7 1979 170.0 680 148,5 1979 170.0 680 60.626m 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 722 170.0 1346 170.0 747 170.0 1494 170.0 756 1700 1793 170.0 765 1526 1877 170.0 766 133.6 1877 USA 766 64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170A 764 170.0 1276 170.0 603 VOO 1434 170.0 831 110.0 1591 170.0' 856 156.4 1759 170.0 061 134,1 1769 PILO 061 117.3 1769 170.0 861 LU p IM 60 in 170.0 895 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 014 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.8 1611 170,D 1063 107.6 1511 170.0 1063 90.6 1511 170.0 1063 U <0 J 63 in 170.0 910 170.0 745 170.0 1116 170.0 950 170.0 1302 170.0 940 166.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1370 164.0 1092 IOTA 1370 165.9 1072 69.6 ON 155.3 HIS 78.3 1310 165.3 1010 LU j Gain 170.0 974 1700 789 170.0 1169 170.0 903 155.6 INS 170.0 1002 136.2 1240 158.6 1013 121.1 INS 147.1 1000 108.9 1248 139.0 989 80.8 1248 130.4 978 71.8 1240 129.0 915 60.1 1248 178.0 976 Z Q. 721. 167.8 1649 110.0 878 139.9 ID49 1602 892 119.9 1049 132.1 876 101.9 1019 119.1 660 932 1049 109.7 848 03.9 1049 102.7 830 69.9 1049 94.3 826 69.9 1D49 91.2 820 62A 1049 91.1 B20 y4a 0 761. 142.7 941 149.1 022 118.9 941 126.8 805 101.9 911 1112 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 05.6 767 695 941 77.6 744 SIR 941 74.0 737 44.6 Sit 73.3 736 To in 132.0 094 137.6 783 110.0 094 116.9 Tal 94.3 894 102.0 763 $2.6 896 91.9 740 73.3 896 64.1 730 66.0 893 78.3 721 55A a94 70.7 707 41.1 694 B7.0 701 413 6M 68.1 898 Q cr g r r 90in 85.9 671 88.7 696 71.6 611 74.9 685 61.4 611 65.3 676 63.7 671 68.2 665 47.7 671 62.9 658 43.0 671 48.8 651 35.0 671 43.1 639 30.7 671 39.7 531 26.9 all 37.9 526 1-- 04 Q N O Z 061n 70.0 690 723 527 69.0 590 61.4 SIB 60.6 590 63.4 609 44.3 690 47.6 602 39.3 690 43.0 494 35.6 590 +39.6488 29.6 690 34.T 4T7 26.3 590 31.6 409 22.1 590 29.3 404iDBln 49.7 4a6 60.8 421 41A 466 42.8 414 35.5 456 37.1 408 31.1 166 31.9 102 77.6 466 29.7 396 24.8 466 207 466 23.5 382 17.0 466 21.2 375 161 466 19.6 370 V3 0N- 459 461 167 400 38.7 441 39.3 393 31.1 441 74.1 387 20.6 441 ]0.2 782 75.4 4!t 27.2 370 ILI 441 19.1 461 21.6 367 1fi.4 441 19,7 350 14.3 441 17.0 351 M 369 344 30.2 310 31.0 333 26.9 318 211.8 334 22.7 378 23.7 029 20.1 370 21,9 325 19.1 370 16.1 370 15.7 314 Of X N N 144 In 21.0 262 712 212 17.6 262 17.8 239 15.0 262 15.3 TOB 4.7 O m0 s0 TABLE IOB Anchor CepacltyTaIII e(Ibs{ ANCHOR CAPACITY ADJUSTMENT FORMULA: �' � of ANCHOR CAP.:,W '7 subslmlo 276corcrt4e F&16'Elco nmowaAu Flneaa,lu piwwa e,fefal (DF(„)X( )=ANCHOR CAP.,,, V4'SSEleo 5116-Eko V4'SSElco MIDStet•A M1231eel $A2 Slat MULLION CAP., ,,Anchor lylxi &16'EIco UOlam tl4'EI[O Ullmcon3"B"ElcoUnrxoll 114-ElcoUnmconAnchorClipP6lteme tlor ulVacm AggreOdor sC19W(C�)Btrlw(O6) scr4w(06) USETHI3FORMULATOOBTAINTHEANCHDREdge 01dame On) 1- 2-112' 1^ 2-42' 1' 242' 1^ 2412' 2• 31/8' T 0.48• 064' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embeanmt n LAr4' 1.914• 1314^ 1414• 1.114- 1-114• 1414• 1-114' 1.110' 1.14• T fare• ta'8' vales ACTUAL PRESSURE REQUIREMENTFOR THE 2Anftm@4.7S'611n.O.C.I SIanad u08sot Cbp IRS.1) 300169 390lba 45,0 IDs BOO IDa 270166 2001ts SM ms 740lbs 3741bs 664 US 946lbs 3/l lbs 442 ms 660 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arcbas 4J 1.16'Blln O.C.I Slantl3N OrIXeei C1 (Flg.2) 480 IDs 700lbs IIIA IVA IIIA 3B0Ils IIIA IUA n/A IUA IVA 082lbs 88506 112OIb9 CAPACITY(FROM THETABLE)OF THESELECTED dAm"@3'IAIn.O.C.1(2)215Ar4gleGips/(Flg.3) 780 Ins 780Ina 680 bs IBMIts5101bs 6FIbs IIIA 760116 748 lbs BBD Ile 1B921L6 6821bs 88505 t12DRA MULLION.IT WILL YI ELD A MINIMUM ANCHOR 3Anchors®OO1'I41a.O.C.I U•Cflp,In10.100•Alum.(Fig.4) NIA IUA IUA IUA IIIA IVA IIIA IVA RIA IVA IVA 11/A IVA DSO Ice CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archarl RC1p(FlO 6) 105Ins 105 Hs 225 lbs 4451ba 022106 155106 1401ts 177 bs 370105 Ienbt 392I� a131m 1 lbs 221 Ibs zea 1be ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2 Amlom(g 1.15'MIn O.CJ FC6 g.67 24003 360IM IVA IVA IVA IUA 190 tb9 II/A IUA IUA tUA WA 341 lbe 442166 86005 ANCHOR CAPACITY TABLE. 94dnpiylAg whb the Florida ulldinaCUde .D coep',enw No FIGURE 1: FIGURE2: TABLE NOTES: t25O* Dare BY • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION dlam-f�oduct Canlro ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, (11111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. �`� pN'�,LYNN FIGURE 3: \`� '<�,.•'�%rENSF' ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS y�. r �{ 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ N0.,18705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL4. = •'•, / �.� I'S;1 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE O 5T•ATE OF ;•,,/ • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND i'��••,•F�OR(OP,,�G\\ G ® e .045'THICK(1 B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126-THICK AND A36.ALL �i S ' '•• ••' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.024' • 1110&N12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A,ANIM111 P.E. FL P.E.#58705 TABLE 11A a p� Mullion Capacity Table pbadit') ids Opening Width(forvedlcaBy-spamtng mlBions)or Opening Height(forhodzolt 2D spenrdng mtlfions) Bktt 5014 BO In 701n801. 901n 100 in 1201n 1 140 in ISO In '��• p 136%3.04 R111 "IS, Trep*nq. RedanBe. 7rapRtlang. Reelengutar Trap'rdeng. ReelaoguIS, TrapTdeng. Reelm9utar T.p/friong. Roclenguler Trzp?dan9. Recle.Vh, Trq/Td.n9. Redan9etor NpTdong. Ra<IangNar Trep/7riang. �p X.824 Loadhg Loadlq Loafing loedng Laadtn9 Loading Loedalg Loa6n9 Loading Loading Leading LoadNg 7060.00 Loading Loeding Loading Leedi.g Loading og O Alum.Tubo £ .F .� .�� .F .S .�,. f �e- •� e' .S .E„ 'v 'E.. .S � ��.- •�' •7J.. .F .F � � � •fir. � �,. � '�i'. �� .. •a •�„ � Muillon � � �� € �8 a � € as a a� $ a � � �€ �€ e� �� N u u u a u u u u u u u o e ci u u u a u u v u u u ri v u u e v u •a m > 5 a s s� Z 6 B 6 '•.8 y 5 t, t5- c a F. r3 is.P t9 fi N IO fav i �� e �� acv s@ �� aa ¢2 s� �& �� oY z�� $� s'.� �� a �& �� 8� 0 W 421n 170.0 620 170.0 435 170.0 744 1 1700 478 170.0 860 170.0 606 170.0 992 170.0 610 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1736 17ef) 621 110.0 1983 170.0 621 J IAIn 170.0 708 170.0 624 170.0 850 170.0 68/ 170.0 BD2 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 110.0 1417 170.0 690 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 111 $0,625 In 170.0 747 170.0 SO 170.0 BOB 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1498 170.0 766 17&0 1793 170.0 768 170.0 2092 170.0 756 170.0 2391 170.0 766 � ��o � 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 170.0 Id3d 170.0 831 170.0 1591 170.0 658 170.0 1913 170.0 861 170.0 2231 770.0 861 160.2 2403 170.0 861 711 p R 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 984 170.0 1694 170.0 996 170.0 1771 170.6, 1033 17&0 2126 170.0 1063 148.3 2163 170.0 1063 129.8 2153 170.0 1053 (MO 631n 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 910 170.0 1488 170.0 IDIS USA 1673 110.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 4 '� 66In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1361 170.0 1002 170.0 1558 170.0 IDS 170.0 1763 170.0 1155 170.0 1940 170.0 1210 143.0 1966 170.0 1276 122.6 1956 170.0 1286 701.2 196fi 170.0 1286 Z to d m m 721n 170.0[730 170.0 878 170.0 1276 170.0 1009 170.0 1488 17&0 1126 170.0 1700 170.0 1278 164.1 1731 170.0 1316 178.7 17N 168.8 1386 115.6 1134 165.9 1361 99.1 1734 160.4 1352 86.7 1734 1602 1352 J 0 761n 170.0 170.0 937 170.0 1346 170.0 1080 168.6 1556 110.0 1209 147A 1656 165.2 1265 131.1 1556 1516 1266 117.9 1656 141.3, 1261 98.3 1566 128.3 1?19 87.2 1656 122.3 1219 13.7 1656 1212 1216 J u rcZ 9 78 In 170.0 170.0 967. 170.0 1381 170.0 1116 155.9 1471 169.3 1246 136A 1477 162.0 1224 121.2 1477 139.1 1206 109.1 1477 129.6 1791 90.9 1477 116.9 1159 77.9 1477 110.0 tire 60.2 1477 109.3 1154 g r r 90 In 142.0 146.6 Safi 110A 1110 123.9 968 101.6 1110 107.9 951 88.8 1110 96.3 936 7&9 1110 B7.5 922 71.0 1110 80.7 910 59.2 1110 71.3 691 60.7 1110 86.0 818 14.4 1110 62.1 870 I••• (. Q N O Z 96in 117.0 120.3 812 97.6 976 101.6 066 83.6 975 88.3 842 73.2 976 78.6 829 6&0 975 712 817 68.6 975 65A 807 48.8 976 67A 769 41.8 976 57.3 778 36.6 976 49.3 767 x Z Cd 6O 108 In B2.2 84.0 696 68.5 771 70.7 605 68.7 771 61.3 674 61A 771 54.3 661 4&7 771 49.0 655 41.1 771 44.9: 641 31.3 771 38.9 632 23A 771 38.0 621 26.7 711 32.4 612 (n � MN76.7 17.3 651 63.1 730 65.0 660 64,1 130 56.3 640 473 730 49.9 631 42.1 730 45.0 622 37.9 730 41.11 614 31.6 730 355 600 27.0 730 31.9 589 23.7 730 20.5 set W CO 51.0 669 493 624 51.2 560 42.8 624 44.3 652 37.5 624 39.2 614 33.3 624 353 677 30.0 624 32.2 531 2&0 024 27.7 619 21.4 624 24.6 609 1&7 62A 22.6 601 � x I 433 35.1 400 28.9 433 29A 396 24.8 433 25A 390 21.7 433 22.4 3B5 18.3 433 20.0 381 17.3 433 10.2 376 Q N Q O O Z TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCapaelty Table(Iba) ANCHOR CAP.,..,,, __ Sub6ldZta 2.7k WMWO 3.6k Calc. Hallow a,lu Fleed Cl.IU PTWOod 11 PP..)X ANCHORCAP_ t➢1I-n 1/4.59 FJc0 d16'E1eo u4•SSI Mosteel 012SIrMl U1291oe1 `MULLION CAP.,,,,,,,,,, AnchorCllpPatteme Arcnallpe 3'ts'EhoUDla:m 7/4'Eleou02con u0racon 3161 ElcoUBracan V4'EkoUltracon pg as uum(on AggleOela ....(GS)Screw(G5) 'BcrON(e5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgo a5lencc gny 1' 240r 1' 2-112' Slit- 1• 2-1/2' 1' 2-11r 7 1 3119' 1 2' OAB' 054' 0.374' CAPACITY REQUIRED'CORRESPONDING TO AN FynDeOm(nl n 13/4' 7314' 1374' 13/4' 2' 1-1f4' 1414' 1.1/4" 1-u4' 1-1/4• 7.7/4' z• 14'5" talar wale+ ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom@4,76'6118 O.C./Standard a 011"t Cop pig.ti 300 IDs 390 as 47l3IDS WO Its 1644 IDS 270 IDS 2W IDs 357166 740 IDS 74 IDS 66!RB 948 Its 341 IDs 44211s 660 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anthers @ 1.15'MITI O.C.I ItW&rd(of alset)alp Ng 4 483 ms 700109 IIIA IIIA II/A 1I/A 3W IDS N/A IUA RIA IUA tUA 692169 BB51DS 1120Ibo CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmlantQ3'I.tm.O,C.!(2)2.c6ArgleCOp4I(Fig.3y rho ms 7W Ins 6W as 1560Its 1098 IDs wotD9 ISO IIs N/A 7601m 7dBIDs ' Bao l!» 18822s 682106 685 tar tl20lm MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A141015 @ 0.54-wri.O,C,I ut0p,InIO.1DV Alum. 4)' II/A IUA IRA IIIA N/A IIIA IUA 111A IVA II/A IUA IUA II/A IUA i2671Dc CAPACITY WHICH MAY BE USED TO QUALIFY IAahor/FCnp(ng.5y 195 IDS 195 IDS 275 IDs H510 -8220s 1351b4 146 Ibs 177 IDS 3701b0 187 fbs 332IDS 473106 no 11s zzt lDs 280 IDS ADDITIONAL ANCHOR OPTIONS FROM THE 2AnchDa Q 1,151 LIM O.CJ FCOp pig 6y 240IDS 35011u WA WA 11/A IUA 100 IDS R/A IUA RIA IRA IUA 341119 4421m fico lm ANCHOR CAPACITY TABLE. PRODUCT RBVISBD W comptying with tha Ftodds Build!D8Cbdc �•� 1.250' AocepDarcD No FIGURE 1: FIGURE 2: TABLE NOTES: on fly • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION IoM ado Pro uU control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\ILL t I I I I l II f,07 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;��,r0 .••'•'•• ,�e" FIGURE ,.• \CENSE ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE •'., CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _7�' No.58705 i BE USED SHOWN ON SHEETS 2t-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ="3..(iT.- rATFO7-4J S !W= FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • 624' •'•.,FCOR7V�;••' ('y • 8063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _CK AND A36.ALL � i�('.& �. • 1-15-1 ANCHORS INTO META.046'THICK(18 L HALL EXTEND AT LEAST 3 SCREW THREADS B.STRUCTURAL STEEL TO BEAT LEAST.125' IEYOND THE MATERIAL. �1///"'l i I FAL�5`s� • #10&H12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3.94"X.624' A.LYNN MILLER,P.E. • MULLION FL P.E.#68705 TABLE12A _ r Mullion Capacity Table Ibsffe ra Opening Width(forvarticeliy-spam g mullions)or Opening Height(for hod2ante9y-spenirg mullion) BO In 6013 701n 50 in 801n 1o01n 1201n 1401n 160 In . aNet etRectangularplTtlerg. Rectangular TiepTdeng. Reclangolar thpTden9• R<et.nBJar 70aplTdeng, Reelangulor ttopRdOn9• ReclangJar TrapTdang. R3ol.ngular hopl39an& Rsclen0aler Treprnang. ReetengWar 7ceplMeng. c 2%4%.26 Wading Load! Loadi ng Loading Loading Loading Who Loading ng Lo." Loading Loading Loading Loading Loading Loading Laadno Loading Loafing �Ya Alum.Tub" y y. Mullions a a a a � N 421n170.0 620 170.0 435 170,0 744 170.0 478 170.0 660 170.0 606 170.0 902 170.0 619 170.0 11161 170.0 621 110.0 1240 '170.0 521 170.0 14881 170.0 6?91 170.0 1735 170,0 621 170.0 ISM 170.0 521 fJ 48 in 170.0 708 170.0 624 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.01275 170.0 077 110.0 1417 .170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 7167 170.0 680 J = 50.6251. 170.0 747 170.0 663 170.0 898 170.0 031 170.0 1018 170.0 884 170.0 1105 170.0 723 170.0 1346 170.0 747 170.0 1494 ;110.0 768 170.0 1793 170.0 766 170.0 2092 170.0 766 170.0 2391 770.0 758 LL 541n 170.0 707 170.01 /112 1 170.0 050 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 037 170.0 1694 170.0 860 170.0 1013 170.0 881 170.0 2231 170.0 861 170.0 2650 170.0 881 W C>Q. 0 6D N 1700 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 076 170.0 1417 170.0 944 170.0 1694 170.0 098 170.0 1711 170.0 1033 170.0 2125 170,0 11183 170.0 2l7B 170.0 1063 160.8 2680 170.0 1063 6311 170.0 630 170.0 745 170.0 1110 170.0 050 170.0 1302 170.0 640 170.0 1400 170.0 1015 170.0 1673 170.0 1076 170.0 1850 170.0 1122 170.0 2231 170.0 1169 feg,7 2553 170.0 1171 145.9 2553 170.0 1171 68 In 170.0 974 170.0 788 170.0 1168 170.0 003 170.0 1304 170.0 1002 170.0 1630 170.0 1060 170.0 1753 170.0 1165 +70.0 1046 170.0 1210 170.0 2338 170.0 1276 151.9 2437 f7D.0 1288 132.9 2437 170.0 1288 m 5 721n 170.0 1063 170.0 878 170.0 1215 170.0 1009 170.0 1468 170.0 1126 17D.0 1700 170.0 1228 170.0 1813 170.0 1316 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2164 170.0 1529 109.2 2184 170.0 1630 Z 701n t012222 170.0 937 170.0 1348 170.0 1080 170.D 1070 170.0 1209 170.0 1704 170.0 1322 105.1 1960 170.0 1421 148.6 1900 170.0 1605 123.0 1960 i6l.0 1618 106.1 1060 164.0 1635 92.9 1060 162.7 1531 z �1 nin 51 170.0 961 170.0 1381 170.0 MIS 170.0 1611 170.0 1200 170.0 1842 170.0 1389 152.7 1881 170.0 1474 137.4 1861 183.1 1000 114.5 1661 147.3 1473 08.2 1861 139.6 1409 85.9 1881 137.6 1454 Q J WN 28 170.0 1144 149.1 1398 156.0 1219 127.8 1398 13&0 1195 111.0 1398 121.3 1US 99.4 1398 110.2 1182 0.9.0 1396 101.8 1147 74.6 1398 69.8 1122 03.9 1398 82.7 1105 68.9 1398 78.8 togs j Q O 06In 20 151.5 7090 122,8 1220 127.8 1078 105.3 1228 111.2 1001 02. 1229 88.9 1044 81.9 1229 69.0 1028 73.7 1220 62.4 1018 61.4 1229 72.2 993 62.7 1229 65.0 971 46.1 1229 62.1 067 N o O108In1 105.8 577 88,3 971 89.0 BBZ 74.0 971 77.2 849 04.7 971 8&4637971 61.8 826 61.5 011 56.5 618 43.1 971 48.0 706 31.0 071 44.0 782 32.4 971 40.6 771 ..Ili In8 97.3 832 79.5 919 81.9 019 681 919 70.9 808 59. 19 62.8 794 63.0 918 50.7 784 47.7 810 61.0 774 39.7 819 44.6 780 31.1 019 40.2 742 28.0 919 37.1 732 LUX 120130 76.8 718 62.0 788 84.6 705 63.9 786 55.8 695 47.2 780 40,4 688 41.8 768 44.4y N 1441360 442 604 36.4 548 37.0 498 31.2 540 31.9 481 27.3 648 282 485 24.3 640 25.3 479 21.8 b18 '718 474 18.2 6411 18.6 489 15.8 608 tT.2 455 13.7 648 16.6 MB _ Q N Q O O TABLE12Be Z ANCHOR CAPACITY ADJUSTMENT FORMULA: �$ m0 O AnchorCopaelty Table(lbs) ANCHOR CAP.,a,,,u __ Subsiml6 2.7k Wrclete 3.5k Cmc. 11dbw CMU FWe4CA1U PT Wood Meld (DP-)X ANCHOR CAP.,,, BIC Elco 1Id•SS Elco&1C Elco 114'SS Elco 910 Sted 612SIlel 912 SIWI AnehorCtlp Patterns Ancnatyp6 3116r Elea unrxan I/4•Etounlacon un. con 3•tS Elco uuraan v4^E%o unracon A2gre0elor uttracm A�reDatascrew(C6)scmv(C5) suety(C5) USE THIS FORM ULA TO OBTAIN THE•ANCHOR Edge Uslarce 0n1 1• 2.97 1• 2-v73-10 r 2-117 1" 2.97 7 &V8• 7 0AP 0.64• 8.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embed ent0n) 1314• 1.314• 1314' 1-&4' 2• 1.1/4' 1-114' 1.1/4' 1-114' 1.1/4' 14/44 2' lata" 1aB' vada, ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @4.75LlIn-O.C./standard or0bet C9p(Fig,1621 390lbs 390[be 450 IDs 8901b8 1644 IDs 270 IN 280 lbs 3511b5 7401[8 374109 664 IDS 046195 341 lbs 442105 550105 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 0 2.68.6960.0.I eltaldoll(%af t)C5p(no.3) 740 lbs 74D Los 630 ibs 140310 1424W IIIA 5c0HIS NIA e951ba WA 000 we WA set IDs 895 to 1120 ft CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors 01.71-Mr.O.C.I Standard(ofOfee6C0p(no.41 BSS lbs 0501 -T58-IES 1946105 NIA IIIA 70510e NIA 7B91bs NIA IVA WA 1D221b3 1327100 i6WRs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anccon®3'I4m.0.C.1(1)2t5 ArgleCCP5/(no 5) 7001as 7 ro 600 1)9 156o,its 1806 Ibs 610Iba 6B)Ice fVA 76010,1 748 lb6 80066 1802 Ibe 682[as 085 gos 112005 CAPACITY WHICH MAY BE USED TO QUALIFY 6AfthblsOTkiln.O.C.I(11215ArderIpsf(Flg.6) 1170lbs 1170103 1020109 2340Ite 284405 8 bs 840109 N/A 1140 Rs i1nIDS � 13201Ds 283�IDS [022101 1327108 1600 It's ADDITIONAL ANCHOR OPTIONS FROM THE OAnchors®1.04•MI1,0.0.1 U-0Ilp,Into.125 Aum.(Fig. 4 IMA IVA NIA - ED IUA IIIA IUA NM WA NIA IVA IVA H/A IUA +0731 ANCHOR CAPACITY TABLE. 6Ancrors®0.61'SIIn.D.C./U-CIIp,Info.125 Alum.ft.B) I'M IgA N/A IVA II/A IIIA IVA IIIA ILIA N/A IVA IVA NrA IVA 21 Ind PRODUCTRBVI ilao 2AnthD s®2.68'rdlrt O.CJ F4:0 as[amF1Y�Y lvlilf Ih0 Florida. P(fig O) 970 ibs 370144 S151ba 749100 712106 NIA 280 RO IIIA 3401te rllA 440 IVA 541105 dd21Da 160101 Bulldla8 00 Ng 3AftrWO1.71'1,11n.O.C./F42Ip(Mg.101 443106 525100 37905 973 Ito IVA NIA 353145 IIIA Bibs N/A ILIA IUA 611Ias 664 Ind 610its oo9pteaoD NO NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Cl)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. D�D : FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" 1601 a OProductCoal at • • • • • • TABLE NOTES: 11111111111 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �� OCI' •....•.11 • • • • • GENERAL INSTALLATION METHODS. `�a.•''.OG£NSt; '•.F'P FIGURES: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4 Q'. •''(/_ • • • • 4.600' = lr No.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN •260" • • • • THE FI LD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCA '.�0 SIATE O FIGURE 7: FIGURE 8: FIGURED: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '� •.FLORIOp•''�� • •• • • (FIGURES6&6) (CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITHAN SG OF 0.65. MUST BE USED ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 2'X 4'X.26'MULLION /�S"r S/ONA1- IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNIMILLER,P.E. •• • • THREADS BEYOND THE MATERIAL.il10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.p 68705 TABLE 13A Mullion Capacity Tablo Ibafte • ,3 Opening Width(for sarticaly-spamingmUllons)or Opening Helgbt(forhodzortalysperdmmUllons)-_ _ 6010 6010 70 In 801n go In 1001nIN MEN 120110 14oln 10010 �� o Recienguiar 7rapRdeng, Raclenguler Tm(JfOong. Raclan(plor TapTimlg, Roelan9var Trep'Trleng. Roclangulm Trep/Mmg. Reciergular Tr•ptTfl n,l�'Cetenguter 'irep'Tdenp. RaUanguler TmpRdone. Rectangular TFapRdsng, [5 2xi3x.26 Loadina Loadno LoadnD Loadin0 Loadrq Lowing Lowing Laadng loadmg Losdng Loafing LoetlinD Loadm'9 LoBdnD LoadnB LoadnO Loadn9 Loafing SYa , Alum.Tub9 Mullion v a.. 0� v� 'd �d,. £ h � 2�� LO i 5 k ¢�a1f: w $ g � ZZ2 2 2 E m r 4210 170.0 620 170.0 435 170,0 744 170.0 478 170.0 885 170.0 605 170.0 082 170.0 016 170.0 1110 170.0 521 170.0 1240 170.0 521 1706 1488 170.0 521 170.0 1735 170.0 521 170.0 1883 170.0 621 J W 481n 170.0 708 170.0 524 170.0 850 170,0 584 170.0 892 170.0 630 170,0 1133 170.0 601 170,0 1275 170.0 077 170.0 1417 170,0 080 170.0 1700 170.0 080 170.0 1983 170.0 080 170.0 2207 170.0 080 _ 50.62511 170.0 747 170.0 563 110.0 898 170.0 631 170,0 1040 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1484 .170.0 750 170.0 1793 170.0 750 170.0 2082 170.0 TW 170.0 23%1 170.0 758 "2 64 In 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 '170.0 858 170.0 1913 170.0 Bat 170.0 2231 170.0 861 170.0 2550 170.0 881 W p 60 in 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 008 170.0 1771 ,110.0 1033 170.0 2125 170.0 1003 170.0 2478 170.0 1063 170,0 2833 170.0 1083 F=-• J 63 h 170.0 830 170.0 746 170.0 1118 110.0 850 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1168 170.0 2803 170.0 1171 170.0 2875 170.0 1171 6810 170.0 076 170.0 789 170.0 1189 170.0 803 170.0 1384 170.0 1002 170.0 1658 170.0 1066 170.0 1753 170.0 1155 170.0 1948 170.0 1210 1700 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z N �' 7210 170.0 1083 170.0 878 170.0 1275 170,0 1009 170.0 1488 170.0 1128 170,0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2875 170.0 1529 170.0 3400 170.0 1530 W p781n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170,0 1610 170.0 1209 170.0 1784 170.0 1322 170,0 2019 170.0 1421 170,0 2243 170.0 1605 170.0 2692 170.0 (829 170.0 3140 170.0 1894 17D.0 3589 170.0 1705 N Z 78 In 170.0 1151 170.0 967 170.0 1381 170.0 1110 170,0 1811 170.0 1260 170.0 1642 170.0 1389 170.0 2072 170.0 1474 170,0 2302 1700 1584 170,0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1706 ~ = Q N O BD in 170.0 1328 170.0 11H 170.0 1684 170.0 1328 170,0 1859 170.0 1488 170.0 2125 170.0 1053 170.0 2391 170.0 1793 170.0 2658 170.0 1819 INA 3188 1706 2125 160.0 3413 170.0 2273 138.6 3413 170,0 2361 Z 901n 170.0 1417 170.0 1232 170,0 1700 170.0 1434 170.0 1883 170.0 11172 170,0 2207 170,0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 100.0 3199 170.0 2330 137,1 3188 160.8 2470 120.0 31941 168.1 2428 NzOo 1081n 170.0 1594 170.0 1409 170,0 1613 1706 1647 170.0 2231 170.0 1070 170.0 2550 170,0 2078 10{.6 2781 170.0 2271 140.3 2781 16L8 23M 123.0 2701 140.4 2281 105.8 2781 125.9 2234 92.7 2761 118.0 2190 (n , 1tJjn, 170.0 1630 170,0 1454 170.0 IWe 170.0 17D0 170.0 2283 170.0 1832 170.0 2821 170.0 2148 151.5 2832 162.3 2245 135.0 2832 14a.4 2216 113.8 2032 120.4 2108 07.0 2632 115.1 2128 $3.4 2632 100.3 2080 X Y 12gJ 170.0 1771 170.0 1588 170.0 2125 170.0 1659 1546 2262 159.8 1091 135.1 2752 141.{ 1984 120.1 2252 12L2 1838 108.1 2252 118.1 1915 L R1' 52> 99.8 1872 77.2 2232 BB.9 1538 57.5 2262 51.4 1808 F X 1441n 125.1 15% 126.8 1445 IN 3 1564 106.1 1425 88.4 1684 91.5 1407 78,2 151{4 80.7 1390 69.5 15% 72.3 1373 62,8 1564 85,7 13M 52.1 1564 56.0 1330 44.7 1564 49.2 1305 39.1 1564 M.4 1283 Q..N V) N- TABLE138 ANCHOR CAPACITY ADJUSTMENT FORMULA: owl Anch9rCe e¢I Table(lbs) ANCHOR CAP.,,,,,- � -p 6ubslmla: "" 2:7kComrolo _: '19AF&_-_-3.5kCom. HollonCMU Filled CMU PT Wood HS[oel (DP,)X( )=ANCHOR CAP.,,, 5/18'Eko 114'69 Eko 5016'Eloo 174.83 Eko d10 steel 812 Stceld MULLION CAP.,,c,,,,,,r Ma-1 �JI18'-Ekp_UDisabir5r?, 174 Bao tAtr3can 9110'Elco Ulbaon 114'Bao 1111mon AnchorCllpPatteme _�ulvacon Aggregator U1lmeon AogreGnlor Soom(G5)Scmw(G5) 5) USE THIS FORMULA TOOBTANTHE'ANCHOR Edon Distance(in): 1• 2.12` palm■2.12'nj, 8•I/8• 1• 2.12' 1• 2.12• 2• 3178' 2- 0.48' 0.51' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmmt 64 1314' 1.314• 631/3147 S1S'4'J♦ 2 1-114• 1-1/4' 1.14' 1414• 1474' 1.1/4' T 1419' 1318• ACTUAL PRESSURE REQUIREMENT FOR THE Aneh-ma- .7s Min.oc.IStandmd of onsol CSP Gq•152): 390lb5 390165 450,msM A0901b3611844 ms 210lbs 2801bs 3541bs 7401as 3741bs 661 Ins 948IDS 341 fes 442lbs OPENING,WH EN IT IS LOWER THAN THE MULLION 4 Anohom @ 4.W Min.0.0.1 Sladd(orOrso0 Clip(Fig.3y. 780lb. 7901bs 00015om R4780Ihj 1 3232 No 540lbs 5801bs 7081bs 14801bs 74816° 12721b° 189216° 0621bs 88516. s CAPACITY(FROM THE TABLE)OF THE SELECTED SAnchom Q 1.71'Min.O.C./8tendNd(orO8se0 C0p(Fig.4k 1180lbs 14D01bs 1o10Tbs252591 Ibex t WA WA 9401bs WA INS Ibs WA WA WA 1383lbs 1770W5 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anahom®3•Min.O.C./(2)2x5 An01e Clips/(Fp.57• 7901bs 780165 880lb. Iswlaa 1880@5 540IW %aIm NIA 76016. 74811. 880 lbs18921b5 682165 865lbss CAPACITY WHICH MAY BE USED TO QUALIFY B Anobois CrMn.0.0,1(2)2x6 Anglo Cops l(Flg,a): 1560 lbs 156010s 1300 lbs 3120165 3792 Iba 10501be 11201b3 WA 1520 N. 14901b5 1 176016. 3704 Ib, 1303 to. 1770163 MO ADDITIONAL ANCHOROPTIONS FROM THE 12Amhom®1.6'690.O.C.I(2)2x6MBio CSps/Oa9.7): IBM ibs 210016, 1440 lbs 378016° WA WA 1320 Ib, WA 1500165 WA NIA WA 2045 Ibs 28SI 3360165 ANCHOR CAPACITY TABLE. RODUCfRBVISHD 4 ArMom®1.34-Mtn.O.C.I U-01p,Inlo.125•Alum.(N.Br WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430@3 CONP7Ylb6 Svh6 du Yktida B Amhors 090.64'MIn.O.C.I U47Ip,Inlo.1251 Alum.(Fig.B): WA N!A WA WA N/A- NIA WA NIA WA WA WA WA WA N!A 2861 lbs 'r"-2.000'---i 2 Anenom 0.4.88'690.O.CI F•Cllp Gig,IOf 9801be 3BOIbs 9501ba 89016" 18I51bs 2701bs 280@5 354Ibs 740165 3741b3 030 Ins 9401b3 3411ba 442150 500 1b, ot%P>OnfA NO 7384` d Archom 6'g 1.71'MIn.00/F•CIID Gk.11k 5901bs 700lbs 605 @5 1298165 WA WA 4701bs WA 633 @5 WA .WA WA 882165 8851he 1120 ibs .260' _ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: .tfami UWe PrOduU Contro FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE IQ FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� k• • • •• 8.000" `t; ''•di 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS = No.58705 • • • • • • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON = -_ FIGURE 5: FIGURE B; FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ey _- ANGLE �'U• `dFs J�: • • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED "A ''. S-ATE \\ (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED '' A't.OR\Of'; YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 8088-T6 AND SEA MINIMUM OF.125'MUST BE • • • • • • • • USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO LY'k N ER,P.E. PAIRS. BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X W X,2.5• A.LYNN IvIILL1ER,P.E. THREADS BEYOND THE MATERIAL.1110&912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 143. o Mullion Capacity Table IbsJie Opening Width(for'slgcal"enringmUllons)or Opening Haight(for lhmvDd nlalysparinllgmUllons) � 501n 60 in 701n 801n 801n t001n 1201n 1401n 1601n O Reolangular 'Raparl rg. Recla.gular Trep/rdang. Reotangutar TwpTtlang. RectergWar 7rapnrWig. Reclanguler TrepTdarg. Reclaneular Trap?tlarg. R-1.1 uler TIoplTdatg. RaolongWar irepTdarg. Rmtorgular Traprrrtano 9: 1.28"X2.11" Loadllg LoaArg Loading Loadilg LoOdlra Loadlrg Loafing Loadhg LoaoBp Loa0lfg LoaNng LWding Loadlrg Loadlrg L. ng Loatrng Loading Loading oye X.126"bo Alu I s g Z 421. 1442 626 167.01 428 120.2 529 1 38. 48.0 410 103.0 526 19 414 90.1 628 134.6 411 80.1 528 134.1 411 721 626 .134.1 411 601 1 528 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 - W W 481n 06.8 403 108.0 333 60.6 403 04.7 $25 69.0 403 80.4 320 60.4 403 81.4 317 53.7 403 79.1 316 48.3 403 78.6 314 40.3 403 706 314 34.6 403 78.6 314 302 403 78.6 $14 _ 60.6261n 02.3 362 07.0 301 868 382 79.3 1 204 68.8 362 71.9 289 61.6 362 872 1 268 1 45.7 382 84.8 1 284 41.2 382 83.6 283 34.3 ]31263.6 283 2 A 382 636 283 26.7 362 63.6 283 8 641n 67.8 318 74.1 267 68.6 318 64.2 281 48.6 318 67.7 266 424 318 635 263 37.7 318 60,8 260 $3.8 318 4D.6 240 28.3 49.1 248 24.2 318 49.1 248 21.2 318 49,1 248 m601n 40.6 268 63.1 210 41,2 268 45.7 214 35.3268 40.7 210 300 2611 37,2 207 27.6 258 34.0 204 24.7 259 X33.4 203 208 32.2 201 17.7 268 322 Z01 16.6 268 322 201 f0 J63 in 427 23q 45.8 200 35.6 234 39.1 105 30.6 234 34.7 102 26.7 234 31.6 189 23.7 234 28.4 186 21.4 234 28.0 184 17.8 28.6 183 15.3 234 28.6 163 134 234 28.5 1B3 dGln 37.2 213 39.4 183 31.0 213 3.7 170 29.fi 213 29.8 178 232 213 27.0 173 20.e 213 Z5.1 170 18.8 213 23.7 169 15.6 2Z.Z iB7 13.3 213 220 1Ee 11.6 213 T2.0 108 Z Cn 721n 28.8 178 1 30.1 1 165 1 23.8 179 26.8 162 20.4 178 22.6 149 17.9 170 203 147 IIE0 179 18.7 146 ? 1$f$ w 761n 24.3 161 25.4 140 20.3 161 21.6 137 17.4 161 10.0 135 162 181 17.0 133 = c " Z 78 In 22.6 162 23.6 133 18.8 162 10.0 131 18.1 162 17.6 128 r TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: X Z 00 c Anchor Capacity Table pbe) ANCHOR CO:,,,u- o � Sutatmle: DR Ccoe78te Vk Com. Hollow CMU FItkW Cf,fU P7N'000 61N71 (DP)X( )=ANCHOR CAP.N, � c MULLION AP,o„a,,." (p N16'Eko114'SS Ekd WI6'Eko V4.89Eko N109H1291ee1 XI231ce1 W fV Artna rypa 9/16•Elco uuraeon 114-Elco Wmeon 3It8•EkoUXracon vd•Eko U1124m USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorCllp PeBeme u318cm AggreGala Nuacon AggreCator 6olew(G5(q)serew(C5) screw(G6) X Y Edge DIM=a CAPACITY REQUIRED'CORRESPONDING TO AN r3. N M3 1` 2-12' 1• 212' 3.118' t• 2.1r2' 1' 2-12• 2' 3-176` 7 0.19• 0.51• 0.324' F. <O EmUeOncnt BnY 1.N4' 1314' 1314` 15/4' T 1.114' 1-U4' 1.714' 1-L4' 1.114' 1•L4' T 1-38' 13'8' vmn ACTUAL PRESSURE REQUIREMENT FOR THE (.) fV Q O O 4Arcron®3'61n.o.c./ zl6aglea e1(Fg.1) 760 Its 7001ee seo l9e 1�017n te9s ttm 6408>9 66011n w3. 76o les 74811>s BBO[be lmzloe 6821ns 985Ita 149D Ib4 OPENING,WHEN IT IS LOWER THAN THE MULLION Q '' z CAPACITY(FROM THE TABLE)OF THE SELECTED d O MULLION.IT WILL YIELD A MINIMUM ANCHOR � ��(Y CAPACITY WHICH MAY BE USED TO QUALIFY -7 S' ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1,288' I wnlplyveldt We Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ucomp,Gt6 ihs o D cckptwn o No 2)LW EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r Fxp D6tc r/ FIGURE 1: I `h�tpt,4 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.118• am 41a-ffiao WoduciControl FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `%II%I I I I1/77j ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125• •.,,,.., CONCRETE BLOCK UNIT(CMU)SHALL CONFCRM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T' ;`��,,•' 1,1GENSF•,,c�,p YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' I . THICK,STEEL STUDS TO BEA MINIMUM GRADE 33AND,045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28'X 2.11'X.125'MULLION No.58705 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) = - THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ /AT�E "01 ''rS��NAL E�••�. 1 � A,LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A m � Mullion Capacity Table(Ibs1R' Opening Wldllt(for eerlicaly sparlllrg mUllois)or Opening Height(tor horimniaCy-spardrg mUllons) yyyC k 5013 601n 701n 801n gain 1001n 12013 14011 1601n rd O d Reetengular ltep/TBerq. Reclanguler Tmp•T6wg. Reetengulw Tmprnlag. Reeteng11e1 7repTleng. Rectangular TrepR9eng. Reclang94ar 71apRdang. Reclanguler Trap/rgaig. RacterigVlar TrapfTdang• Ratengular Trep?den0. s 3.26"30 Loading loading L-4ng Lmcgoo Loading L'.ndng LosdnO LwdIn Loa AV Loedng Loadag Loading Loading Loading Lwdna Loading LoodnB Loedno oY DEG.ALIN BAYMULLr r r _ a _ _ _ r a_ r a r a _ _ z' _ Lu �� 6 � 5 LU _ 8 d $ � a CO 421. 170.0 620 170.0 435 170.0 744 170.0 478 1 170.0 686 1 170.0 COB 1170.0 092 170.0 519 170.0 1118 170.0 521 170.0 1240 '170.0 621 170.0 1468 170.0 RI 170.0 1735 170.0 621 149.1 1740 170.0 521 J (L J LU 481. V0.0 708 170.0 524 170.D 850 170.0 684 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 877 1700 1417 170.0 580 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 660 IM41.7 In 170.0 747 170.0 683 170.0 SW 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 768 138.8 14{3 170.0 768 117.J 1143 170.0 760 102.8 1443 170.0 768 W 0 S (] 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 603 160A 1353 170.0 837 144.3 1353 170.0 668 120.3 1351 170.0 881 103.1 1353 170.0 681 90.2 1353 170.0 861 � On M 170.0 885 170.0 701 170.0 1083 170.0 791 167.0 1218 1711.0 878 148.1 1215 170.0 944 129.8 1218 1698 038 116.0 1218 152.1 924 97.4 1218 146.1 013 83.0 1218 146.1 013 73.1 1216 146.1 913 (� 170.0 030 170.0 745 170.0 1118 170.0 660 160.2 1160 168.8 933 131.4 1160 163.0 914 116.8 1160 141.0 898 105.1 1160 134.2 895 87.6 1160 128.7 871 75.1 1160 126.2 870 65.7 1160 126.2 870 1700 974 170.0 789 162A 1048 165.8 881 130.8 1040 146.6 884 114.3 1049 133.1 650 101.6 1048 123.4 839 01.4 1618 118.6 830 78.2 1048 109.1 821 65.3 1018 108.2 618 57.1 1048 108.2 81a Z J 8 140.6 060 117.9 784 117A 000 126.0 746 100.8 so 110.6 734 860 680 100.0 722 78.2 880 02.0 712 70.4 980 68.2 703 58.7 860 79.2 693 60.3 880 78.6 BBB /!.0 880 78,4 888 7 £S Z 11&7 700 125.1 ago 89.8 790 100.4 076 05.5 780 63.3 663 74.6 700 83.0 652 68.6 7D0 784 643 59.0 7011 71.7 638 49.9 700 65.1 624 42.8 790 62.1 810 37.4 790 61.6 617 Q r 110.6 750 116.6 657 92.3 780 98.1 044 70.1 760 85.8 632 89.2 760 77.1 C2t 01.5 760 70.8 812 65.4 750 65.7 605 46.2 760 69.4 641 39.6 760 66.2 688 34.9 760 65.6 588 Z m Q N O 72.1 687 71.4 600 60.1 OBJ 62.9 491 61.5 003 114.9 463 46.1 603 99.9 476 40.1 683 41.4 400 90.1 603 40.9 402 00.0 665 30.2 152 26.8 bei 33.0 446 27.6 683 31.8 442 Q zO � f- Ld a 69.4 495 61.1 443 49.5 485 61.6 435 42A 495 44.6 427 37.1 495 39.8 421 33.0 495 36.1 415 28.7 495 33.2 409 24.0 495 29.1 400 21.2 495 26.0 394 1&8 495 28.0 390 4n W 41.7 391 42.8 353 34.8 391 35.0 348 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.0 391 17.8 316 38.4 370 392 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.6 316 19.2 370 20.8 312 16.0 370 1B.t 303 10.4 317 30.9 289 25.3 317 28,0 284 21.7 317 ?2.5 280 19.0 317 1g.B 278 109 317 17.9 273 1 17.8 220 17.8 203 5$5 O •O TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: � III Anchor Caoacltv Table fibs) ANCHORCAP.,,r,,,,,, as snD6llate: 27XCommle 3.6kc4m. Hallux Glu FIUedCMU PTW.W MoW (OQ.)X( )=ANCHORCAP.N, 5/16•Ek. 1/4'SS Ela'.6118'Elco 1141880w 610 81ml 612131ml 0128leel MULLION CAP.,,u,,,a, AnchorCllpPattern8 Anchor type 9116 EkoUlOacon fl4'EkaUUecan UlBxon 3H6'EkOU1Nmvn VVEkoUntil= A00m0olor Ullmoon Ae0raGnlor Scmw(05)Boraw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eam aslamo Bn3a1120lbs 1 atrz 3 118 1 z-trz• r 2-tn z 3.1ra z o.4a 0.54` 0.324 CAPACITY REQUIRED*CORRESPONDING TO AN EmDedmenl Dnpo• 1.314• 1-314• 2• 1.114• 1-114• 14/4• 1.114' 1.114' 1.113• z• lara tale• wdas ACTUAL PRESSURE REQUIREMENT FORTHE 2AmhmC VMin,O.C./(2)295 An&pips/(Fla.3bs 46015 6901bs 17001.09 2701b3 280153 354 bs 7401be 3741M 720103 948153 341153 942159 66010.9 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors a3.5-Min.O.C./(2)296 Angle Cops/(Fig.2k1. 780Ibs 1070lbs 2525153 540 we 580lbs - tt2olba 7401W Sao IW fe921be see lbs B851bo tt2o t6H CAPACITY(FROM THE TABLE)OF THE SELECTED 8And1ora 642.71•MIn.O.GI(7)245 An01e alps l(Fb,3k153 BSB lbs 2246lbs 2254153 WA B/O lbs tUA 1059153 WA 1310103 WA 10221bs 1127153 1860153 MULLION.IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 1LODUCf REVISED ANCHOR CAPACITY TABLE. .wrnplyingwhhthe Flo da FIGURE 1: uild19gO3d0�,,,.. TABLE NOTES: � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ` - o*i"1•f9 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. larnl adoPT uct COnuvl FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. j LYNN • • • • HOhLESLION AND TO BE DRILLED N HCLIPS FIELD OILLOWING DIMENSIONAL DIMENSIONS, SHOWN ON SHEETS 2?23. 125' 30° \ ON�IGEN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, Q1.•' %^_ 3.260' _ 7' No.50%05 •'7"f 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED �t cros� _ • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053.75 AND BE A MINIMUM OF.125' "-U x- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30°BAY n• � 15 Ul: LEAST.126'THICK AND A35.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION O�•.• ST 71. • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. %��lS,'••"<ORiu..'`,•.•aG\\\� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /��s/U�n�-•�\tt�` A, WRRPMILL�R,P.E. FL P.E.#68705 TABLE16A " Mullion Capacity Table((bale) Opening Width(for vattically-spanning mUllons)or Opening Height(for Wor(zorxel"parrirp mullions) SDN 60In 701n 501n 901n 1001n 12014 1401n lo01n 1 o RectenOil ar Ttap7Tdan9. RaclangWar TraprTOeng. Rectangular Rop7111eng. Rocten alar TrapTdeng, Reclengufar haplTdmrg. ReclaIVAr IT.,p/Tdang. Recten9uiar Tre1JTdmg. Recta der Troprrriang. Rectangular TrepITdano. b ti)E 3,26°46 Loading Loafing I.oadno Lcedng Loadrlg Loafing Loafing Load14g Loafing Loedeg Loafing Loading Loading Loafing Loafing Loafing Loafing Loafing DEG.AL _ � � ?' g .. fag' `g�.. . .. '0�.. g �gd BAYMULL �` �� d �' 1S � l3� '�. ff �- �' � 113 �' d f9� N m 13, b to N � sem, � ��. � ice. a ��. a: xo sem, sa s'e. sem. O W 42lo 170.01 620 170.01 435 170.0 744 170.0 478 170.0 888 170.0 500 170.0 902 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 621 160.3 1871 170.0 521 J W 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 e92 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 U77 170.0 1417 170.0 080 103.7 1637 170.0 880 140.3 1037 170.0 080 122.8 1837 170.0 680_ _ �$ co 60.625 In 170.0 747 170.0 503 170.0 990 170.0 631 170.0 1048 170,0 684 170,0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 147.1 1552 170.0 758 128.1 1552 170.0 760 110.4 1552 170.0 756 W 8 Q 641n 170.0 797 170.0 012 170.0 958 170.0 891 170.0 the 170.0 754 170.0 1275 1170,0 BD3 170.0 1434 170.0 037 155.2 1455 170.0 650 129.3 1455 170.0 881 110.8 1455 170.0 601 97.0 1455 170.0 601 r 60 In 170.0 085 170.0 701 170,0 1003 170.0 797 170.0 1260 170.0 878 157.1 1309 170.0 844 139.7 1309 170.0 098 125.7 1308 183.6 084 101.8 1309 167.1 982 88.8 1308 167.1 802 78.6 1308 157.1 082 2 J J 6314 170.0 030 170.0 745 170.0 1110 170.0 050 162.9 1247 170.0 940 142.6 1247 164.5 9B3 120.7 1247 1528 985 114.0 1247 144.3 052 95.0 1247 130.2 038 MA 1247 135.7 935 71.3 1241 135.7 935 � W � BBN 170.0 974 170.0 709 170.0 1189 170.0 00.1 148.4 1180 183.7 085 129.8 1190 147.0 945 115.4 1190 138.5 028 103.0 1120 128.6 014 88.8 1190 119.5 895 74.2 1180 118.1 893 84.9 1180 118.1 893 Z L7 m S 7213 101.0 1010 168.6 077 134.7 1010 144.0 BSB 115.4 1010 127,2 842 101.0 1010 114.7 828 80.8 1010 105.8 817 80.9 1010 98.8 807 81.3 1010 90.6 795 57.7 1010 07.8 790 50.5 1010 87.7 780 j W �i Z 0 781n 137.4 908 143.0 792 114.5 000 122.0 775 00.1 906 107.1 781 B5.9 008 08.2 749 76.3 006 58.2 .738 68.7 OOB 82.3 720 57.3 908 74.7 710 49.1 BOB 71.2 110 42.9 8011 70.6 708 Q 2 7813 127.1 851 132,5 754 105.8 ear 112.5 730 00.8 601 86.0 725 79.4 001 66.5 713 70.0 001 81.0 703 63.0 801 76.4 604 63.0 got 08.1 881 45.d W42� 391.7 881 03.7 872 Q Q N O 001n 02.7 640 85.4 574 60.9 848 72.1 564 59.1 640 02.9 554 51.7 648 50.1 545 46.0 040 60.0 537 41.4 040 47.0 530 34.5 BIB 41.6 610 20.5 25.9 618 38.5 507 In 9814 68.2 568 70.1 508 60.0 508 59.1 499 48.7 568 51.4 491 42.6 688 45.0 463 37.9 558 41A 476 34.1 50a 38.1 470 20.4 560 33.4 458 24.3 21.3 589 28.7 447 � 0LLI 00�16814 47.9 449 48.0 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 307 20.0 449 28.0 332 23.0 449 20�1.7 1 3T7 200 448 22.7 300 17.1 16.0 440 10.9 356Y YIli In 44.1 426 45.0 385 38.8 426 37.9 378 31.5 425 32,8 373 27.6 426 28.1 387 24.5 425 20.2 382 22.1 425 356 iBA 42a 20.7 350 16.8 fq (p 1201n 34.8 384 365 331 28.1 364 20.8 328 24.9 301 25.8 321 21.6 384 228 317 IgA 304 20.5 313 17A 388 309 Q Z Q Q 1441n 70.2 253 70.4 233 18.8 253 17.1 230 a d N �S �0�'0 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor C2pacltv Table(lbs) CHORCAP.,,',,,,,,, 6 a' suDsOato z.78Cordlreto MACono. HoOaxchlu F91eOCMU Arwood Molal (DP)X(VAN )=ANCHOR CAP.,,, 916'FJco Ile 88 Eko 6116'Va. 114'SS Elea 81081eel 0128Ieel 9128leel ULLION Anchor ClipPatterne Anclwrrypa'. 3116'EkoUlVacon 1/4'EkoUlUeban 3/0'Elco 114'Elo.Ulf Vaeon ulVocon Agerocata Ullraoon A93reoalor flcrew(05)screW(G5) Straw(M) USE THIS FORMULATOOBTAIN THE 'ANCHOR Edge gdanee(n). 1' 2d2' f• 2.112' 1176• 1• 2-172' 1• 2-12' r 1ue• 2' 0.48• 054• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmSednent(In): 1314' t-L4' 1-Y4• 1.314• r 1-114' 1.1/4• 1.1/4' 1-1/4' 1-1/4• 1-V4• 2• 1318' 1314• vrde3 ACTUAL PRESSURE REQUIREMENT FOR THE 2Anahera®5•Min.O.C/(2)215 Argo Clips I(Fig.1): 390 lbs 390 Its 450153 8901.53 17001.33 270 ms 260 ms 354153 740163 3741tw 7201s 9461bs 341 ms 442153 560153 OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Araha,8®3.5•MIn O.C./(2)2x5 Angle C"I(Fg.2): 780 Its 18003 70010s 1070 Its; 2523160 54 lba 5801.53 WA 1120Its 740It. a6015a tooz roo 6B21ba 8e516s 1120 ors CAPACIIT(FROM THE TABLE)OF THE SELECTED B Anchors®271-Mtn.O.C./(2)26ftlo dips (Fla,3111201bs I 1120lbs 1 958153 1 22481.53 2264(03 WA 040163 WA 1059103 WA 13201.53 WA 1(1221bs 1327153 1000 The MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ,e wn,111ying avI1N the Florida FIGURE 1: BUII6108:cd0 TABLE NOTES: Avxptnitcg pio ��! F�.Ara( Daa GvJL� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. ( 1 r SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. M11Ud P4oduc4CAntral FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `111 t I 1 11117 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��\,2,0��.• ."''.M/!C • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' -45°- �� :'�10ENSF '•.FAQ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. C' •,x - •A.' No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125' •O '• THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT �7ATG '•� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45°BAY 0�•,, MULLION '., LOR10P••'�\. • • THE MATERIAL.810&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ' �S ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. "s1�\` A.L14kt LER,P.E. FL P.E.#68705 --I 1.000' f--- -^i 1.000' f- n h-1.2B8-I ad -� 1.000' � -� 1.000° t+- --.125 r 4 .126' 3.125" ,125" 3.188' I d 2.750' 2.750' .125' .125' .125' a.125' t t t t 2.000' 2.000' 2.116" N286" m125• Z.650 5" .376' ° alio• 1 L J� I ,Jj W 1'X2"X.126'MULLION 1'X2'X.375"MULLION 1•X2.76'X.375'MULUON 1'X 2.75'X.850'MULLION, 1'X 3.125'X.5'MULLION 125'X 3.188'X.285'MULLION 1.28"X 2.11'X.125'MULLION _ 6063.76 ALUM. 8063.76 ALUM. 6063-TB ALUM. 8083-T6 ALUM. 6083-TBALUM. 6063-TB ALUM. 6063-TB ALUM. Q 0 X-SECTION X-SECTION X-SECTION X-SECTION XSECTION X-SECTION XSECTION m z O Z J �I I--•126' � fA � TABLE A Z W z STANDARD CUP I 2X5ANGLECLIP Dimension Value(In) For Mullion:F $ 6063-T8 ALUM. 6063-TS ALUM. 2.000' X-SECTION 2'126' 2.000' XSECTION A 1.825 Q p,n u•cLw 1"X2'X.125' I 6003-T6 ALUM. I ,125' B 2.654 (� .125• XSECTION L Aluminum Q W p C 0.895 Tube Mullion Q Z ao 0 125' D 0.740 zo �- -i.740°F-- A 1,125 1"X2°X.376' UU,1 6.600' B 2.404 Aluminum U ? Q cUTHERETo .375° C 0.635 Tube Mullion ~ .375" 3.125' ^�-CREATE F-CLIP,SEE MIN. f 5.000• 37-tet D 0.490 0.e Z 0 0 MIN. DETAIL F.SHEET I f W IN. A 1.876--------------------- B 3.000 1"X2.75°'XIIA AU•CLIP A I--- .375Aluminum L-------J I6063•TB ALUM. `- ------------------- 2X5 ANGLE CUP C 0.757TOPVIEW 6003-76 ALUM. D 1.118 Tube Mullion c TOPVIEW STANDARD CLIP CENTEROF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-TS ALLU DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1"X2.76'X Z..I.TOE TER ANCHOR HOLE MUST I.IE TOPVIEW CENTEROFANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHDR DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3.000 .850" SHEETS 6.17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+INB'. SHEETS 6-17 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLE B RODUCTRUVISED DISTANCE.MAXIMUM PGT Part# A 2.00D 1"X3.126"X complying WWI the Florida 5.500' .376' ANCHOR HOLE Mull Dimension(sheetln OA 2.637 uadlaSLbdc DIAMETER:ANCHOR Mullion Std.Clip CttsetClip U"Cllp Anglo Clip .600'Alum mcplancoNa .375" -- -I MIN. DIAMETER+1116'. 0.963 Tube MUII 1 au MIN. 1"X2 X.125"(5) 86605 868113M F6661121 6111BM 668243M 666511M 1,137 _______I____________i 1"X2"X.375"(6) 888008 866114Mel119M 666244M 666512M 2.625 1 ade P`oduct Control 1,25'X3,188' I 1"X2.76"X.375"(n 68807 666115M61120M 666245M 866513M 3'282.602 X.286°Alum 1"X2.75"X.650"(8) 66608 666116MM 666246M 666514M 1.762 Tube Mull \\��O�X LYNN M/47j��i� - ---, D i 0 1"X3.125"X.500 (s) 66637M 6661118M 8861114M 666242M 666515M '•�FQ 1 11.211"J�2.11'1.26"X3.188"X.265"(12) 60841M 6861117M 6661113M 668241M 868516M q 1813 .12All �' u -------- ---- ( ) lx: No.68705 1 1.26"X2.11"X.126' 18 69370 WA NIA WA M17M Tube Mull _ O OFFSET CLIP NOTES: ''t,•' ��( 1`t �5�111` .125' 6063-T6 ALUM. STT I TOPMEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, %(�'•, T TG OF IV. 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. A,tYNN Ml1JbEk,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 -� 1.000' r-- --I 1.000" �- 1.062"-1 740' 1.125W " +•{ .126' x I AT- t -I I'-.125°4.0 •126'STANDARD CLIP4.000' 4.000' 2.000' 6083-1'6ALUM. 2.125" 2X5ANGLECLIP5' 2.000'125• XSECTION U•CLIP 063•TS ALUM. to863.70 ALUM. X-SECTION .125' N.125' 25" XSECTION 0 � 125' CENTER OF ANCHOR HOLE MUST LIE THIN THE 125 .376' ° DASHED ODUNDARY.SEE SHEETS 5.01 FOR THE :ANCHOR O.C.DISTANCE,MAIOMUMANCHOR s NT T HOLE DIAMETER:ANCHOR DIAMETER+1116'. W rn o$ O 1'X4'X.125' 1'X4'X.375' i'X4'X.375' 5.500' 71 Z MULLION MULLION 'T'-MULLION CUT HERETO 6.000" 376" O 863.78 ALUM. 663-TB ALUM. 663.76 ALUM. 376" 3.125'_CREATE F•CLIP,SEE '375" �~MIN. rn J X-SECTION X•SECTION X-SECTION MIN. = DETAIL F,SMEET4 � � � Z y 1.260' .376' Z LU m ------ r-------.. . -------� 375" r-------� r- � CENTER OF I I � I i ANCHOR HOLE I I MIN. Z 1250'{ 1.260' I I I I I MUST LIE WITHIN I I I THE DASHED .- 1 I I I I F BOUNDARY.SEE _C4 o SHEETS 5.0 FOR c 2.875' I - _ I 1 --- I THE ANCHOR O.C. o 3,94" i I i i F DISTANCE, mc:) I 1 I I MAXIMUM j I W 0 3250' 3.250" I I I I ANCHOR HOLE Y Y I I I I I DIAMETER: I J Cq Cn .100' .100' LY.ETN -----_J L- --J ANCHOR �---------------------� U Q I ---- DIAMETER+1/18'. Q z O Q .100' 28 633--TB UK 624" 624" STANDRDCLIP U•CLIP TOPVIEW -{ �- -L R OF ANCHOR HOLE MUST LIE 6083•T8 ALUM. 863.70 ALUM. --I .820' Imo- I --1 .820' I+ --I .820'F-- THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25'X 3.26'X.100' 1.25'X 3.25'X.624' 1.25'X 3.94'X.624' SHEETS 6-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value pn) For Mullion: Dimension Value(In) For Mullion: 865•TSALUM. 8005-T5 ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER+1/16'. F 3.687 --j OX F 1.936 1.25'X3.25' X-SECTION X•SECTION XSEOTION G 1,000 ,12V G 0.500 X.824' 3.469' 5.500' H 2680 Aluminum H 1.438 Aluminum 1 3.000 Tubo Mullion 1 3.250 Tube Mullion 2.661° 1Y6• .375" .375' F 3.187 7 X4'X F 2.625 1.27X3.94' •127 1.877" MIN. 0 0.767 RODUC7 1.377' / I .376' O 1.125 Xminu H 2430 Aluminum H 1.56 Aluminum Dtq�(yingw(Uilho'lorido I I r I I 3.000 Tuba Mr 1 3.250 be Mulllon u0GlO8tbdc �. .-1/1 I I I F 2250 1.25'X3.25° F 2.813 30'Be Muil °G`• iplaw .125' III I I I I G 0.760 X.1001 F 2.875 45'Ba Mull .125 45°-T� 2.250" i I I I I I H 1.500 Aluminum 30' I I 3250 Tube Mullion adept un Control � H 3,250' I 3.250' i i i TABLE 0 46'BAY MULLION �� .LYNN 30'BAY MULLION 6063-T6 ALUM. _ I I �_ _____� Mull Dimension POTPartN `��p\�� .,.,,ti1Ye 063.76 ALUM. I XSECTION -J I (sheet N) Mullion Std,CII Offset Clip U-011 Anglo CII `� '� �� XSECTION I P P P 9 P C1 .'1,\GEN SC •'•.'P 1'X 4'X.125'(10) 69364 668111M W61122M 866241M 666518M OFFSET CLIP _ .125" G 863-TSALUM. 1'X4-X.376'(11) 66810 6WI12M 6661123M 658242LI 6685IBM - No.58705 .228°j •,881"�` .226" �-,981'^1 TOPVIEW 1-X4'X.375-'r(11) 66853 W8112M 6881123M 666242M SM510M - WT, _- NOTES: '740" VE 1.25'X3.25'X.100'(13) 20160 8801127M 6881124M 655VIMM 668511561 ' Q� 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25'X,824'(14) 20187 BB81128M 6801128M 8862411M 668511867 :��'•, � 1.25'X3.94'X.824'(16) 20102 -66-01-11-710-FM I 126M 666241M 666517M •'•.!.COI'tlD p;,•'• 30 Deg- 19 88649 WA WA WA 8685110M ! LS SI 2)SEE SHEETS 6 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. ( ) 't, /ONAL;�\`�\ 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45Doprco(20) 88850 WA WA WA 6665111M / i A.LY�ItLIMI�Lk�t,P.E. FL P.E.#58705 TABLE E a Mull Dimension PGT Part v (sheet#) Milian I Std.Clip I U-Clip Angle ClipI' •125" -I I- •126" -I I- .125" x� 2"X4"X.25"(16) 66602 666281M 666271M 6665112M I CA o 2"XT X.25"(17) 08804 666282M 660272M 6005113M STANDARD CLIP u•cLIP 1 2X5 ANGLE CLIP o 4 6063.78 ALUM. 8083-TB ALUM. 8003-T8 ALUM. NOTES: Y o 2.000' I XSECTION 2.125' XSECTION 2.000" X-SECTION d 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING * 126' I .126" .126' !$�th m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. I --, FL T Z Pi(V L CA 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE F�1 480'---i I"-1 400•--�I I O F- HOLE LOCATIONS. LLI 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7 5.500' CUE HERETO �•-- 6.000" -L_.375' LU U 3.500' `j CREATE F•CLIP, _37u co z -2.000'--1 .375' 4 _SEE DETAIL F. .375• .376' �� MIN. = Z 1n MIN. SHEET4 MIN. f O J LU 7 i-------------------------- -- -- T ---------------T Q Qli m ZE I I J as U Z 4.000' 7- .250. 3.438" + 3.438' I I V Q at 2'X4•X.25' I I I I QN rO MULLION I I 3.438' I Q Z 8083-T6 ALUM. j j I N Q§ O S� X•SECTION I I I I •375' Z $ MIN. I I I ...... __J W q L- STANDARD CLIP 2X6ANGLECUP U•CUP,6063•T8 ALUM. Q Q O O CENTER OF ANCHOR HOLE MUST LIE 0003-TBALUM. SED FOR 2'X4"MULLION.SHEET 76 CENTEROFANCHORHOLE MUST LIE 6083.78 ALUM. d-' Z N .250' WITHIN THE DASHED BOUNDARY.SEE TOPMEW T4*MULOPVIE" WITHIN THE DASHED BOUNDARY.SEE. TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 6-20 FOR THE ANCHORO.C. @2' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE ' a �•••� DIAMETER:ANCHOR DIAMETER+1/18. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/10'. SHEET$620 FOR THE ANCHOR O.C. �+- 5.50D" DISTAf CE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1/18'. 5.000' r�2.000`--I .375" 3.500' -{ CREATEF-CLIP, ,375' MIN. rC _SEE DETAIL F, MIN �_ .375' SHEET4 MIN. 375" I I I w�tyi�thcPiorlda I I No I 1 I >tie Product Control .250• 6.000" - - -r-- -- 4.688' t 6.438" ------- j 11 l I I I I I 1 5.438' 5.438' // 2'X6'X.26' I 1 I I a UIGENSE '•,•P i MULLION I I Q• 0063-T6 ALUM. I I i 1- 'TT X-SECTION + "' No.58705 - I I I I I .375' `-------- ------ --------� - --------------------- MIN. - �'C •'..Pt ORIOP.•'• STANDARD CLIP U•CLIP 2X5 ANGLE CLIP (CiS .250' 8083.78 ALUM. 6083-T6 ALUM. 6083-T6 ALUM. '��i S/ONN TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPMEW �/ r �� TOPMEW A.LYNN MIUR",P.E. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING:., I PW PW � y PW 1 sY I � I SHIDH SHIDH SHIDH SH/DH PW PW NN 4 4 4LD LuUJI w o g o LOADING OF VERTICAL MULLIONto LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED J DOOR 1 SGD Z LOADING OF VERTICAL MULLION = N W PW 1 LU Z 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d d' PW j Q N O W .O PW PW PW fA U �0 R� to 52 S2SHIDH SHIDH I U U Q SHIDH SHIDH I Q e•-i Z SHIDH O O 1 a co N 4 L( � IF i LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION / I�/ PW PW HR / 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF ULLIONI20NTAL I P HINGED I NOTES: RODUCTR8VIS8D DOOR PW PWwlllydjcFIDrida 1)ORAWINGS ARE uildlDpgY'Odde 1 RERESENTATIONSOFTYPICAL acpta r,,. `-- ' 1 PW CONFIGURATIONS. , I PW - CONFIGURATIONS NOT SHOWN '� cc i THAY BE OSE SHOWN OLATED FROM 8d9At QpDypl / / I 2)IF THE LOADING TYPE CANNOT o", LYNN I PW BE DETERMINED,USE ; ��0.• �` �� / RECTANGULAR LOADING. Q.,•''v10ENSE •�'P PW PW 1 / 1C I / - 3)SEE PRODUCTS APPROVAL FOR = No.58705 ' ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 7 1 [ a� E PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ';I� ASE OF . y\ SGDJ �:�'� ,FCORION-•.•'�\\: I ��//- LOADING OF VERTICAL LOADING OF HORIZONTAL A LYN�NINJIw`U6F2,`P.E. MULLION MULLION FL P.E.#58705 r MIAMI•DADE _ MIAMI-DADS COUNTY 3 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADIMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwrv.mian�idade.eov/economy PGT Inc 1H_St'WQ 0 0 Techno ogy Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION;Serr 5se 570/2770e'1'inyl S4iilrn y:Glass Daoc (Renforcecl)'�L�1Vi�I ROVAL DOCUMENT: Drawing No.MD-SGD570-01 Rev C,titled"Vinyl SGD",sheets 1 through 13 of 13,prepared by manufacturer, dated 11/18/10 and last revised on 06/10115, signed and sealed by Anthony L.Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 2(sheet D and table 3(sheet 2) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types,sill riser (detail sheet 6)and anchors requirements. 2. See sheet(12)for panel configurations&limitations.Size over 96"height is limited to max 4-panels. 3. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 4. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 5. Pocket walls under separate approval,to be reviewed by Building official. 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#13-1125.05 and 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. �• s, .._ _ 1 OAW 15'0 014 MIAMFDADE COUNTY `' EXprratWu_iRAt Apr i1016 Approval Date. June ,2 15 Page 1 PGI'Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files see below). 2. Drawing No.MD-SGD570-01 Rev C,titles{"Vinyl SGD",sheets 1 througlr 13 of 13,prepared by manufacturer,dated 11/18/10 and last revised on 06/10/15, signed and sealed by Lynn Miller,P.E. Note: This revision consists of series changes and FBC update. B. TESTS (Submitted under files#13-1125.05/#11-1018.19/#11-0107.04) 1. Test report on l) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 FSC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked-tip drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Canso, P_E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson,P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A-1 thru A-5)per TAS 202-94, issued by Fenestration Testing Lab,Inc., dated 12106/10, signed and sealed by Jorge A. Canso,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by PGT, dated 03/30/15and last revised on 06-09-15, signed and sealed by AirthonyL.Miller, P.E. 2. Glazing complies with ASTMS-1300-02, -04 &-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusion Ltd for their`Brown Coated (Painted or Laminated)White Rigid PVC", expiring an 09/30/19 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. SLIM 1• LCA 'Al- Islia4 1. Chauda,P.E. Product Control Examiner NOA No.15-0409.02 Expiration Date: April 14,2016 Approval Date: Jame 18,2015 E- 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass®",expiring on 01/14/17. 6. Notice of Acceptance No.11-0624.01 issued to E.I.DuPont DeNemours for`Butacite PVB Interlayer",expiring on 12-11-2016. F. STATEMENTS 1. Statement letters dated 03/30/15 compliance to FBC 2014 (50i Edition)and"No financial interest",prepared by PGT, signed&sealed by Lynn Miller,P.E 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#13-1125.05,expiring April 14,2016. 2. PGT dated March 30, 2015 by Lynn Miller, P.E. confirming extent of revisions. 3. Test proposal# 10-0767,dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30110,prepared by PGT, Anthony L.Miller, P.E. Ish q I.Chanda,P.E. Product Control Examiner NOA No. 15-0409.02 Expiration Date: Aprit 14,2016 Approval Date; June 18,2015 E-2 GENERAL NOTES:SERIES 5570&2770 LARGE MISSILE IMPACT-RESISTANT,VINYL,REINFORCED SLIDING GLASS DOOR DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). VARIES, LARGE 8 SMALL I SEE SHEETS 8&0 MISSILE MPACT 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR): T=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.090"SENTRYGLAS®(FORMERLY KNOWN AS SENTRYGLAS®PLUS), PVB=.090"BUTACITE PVB: 1-1/1e^NOM. 1-1/1e NOM, GLASS TYPE A:3116'HS GLASS+.090"SG INTERLAYER+3116"HS GLASS+7116"AIR SPACE+3116"T CAP 7110'AIRSPACE —7116'AIRSPACE GLASS TYPE B:3116'HS GLASS+.090"PVB INTERLAYER+3/16"AN GLASS+7/16"AIR SPACE+3118"T CAP NOTE: GLASS TYPE C:3116" GLASS+.090"PVB INTERLAYER+3116"AN GLASS +9116"AIRSPACE WITH HEAT-MIRROR FILM+ 3116" T CAP 3116'HSURFACES S GLASS 311VAN GLASS DDING HS APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. INTERLAYERS MAYBE MANUFACTURED BYE.].DUPONT DENEMOURS& 3/16'HS GLASS 3116'HS GLASS SURFACES SHALL NOT BE CO.,INC.OR KURARAY AMERICA,INC, PAINTED OR LAMINATED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: 40X7. INT.) .090'PVB♦EM. INT.► 1/4"ELCO ULTRACON OR 114^ELCO CRETEFLEX.SEE TABLE 1,SHEET6 FOR DETAILS. 099 sG INTERIAYER INTERLAYER 3116 T GLASS 7/16, 9116'TGLASS 7/16' PAINTED/LAMINATED SURFACE 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X NOM 76 81 NOM 76 61 (DASHED LINES) INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK 0 GREATER.'1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 718' Q D i 78 79 7/6' i Q D i 7 79 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. BITE 1 3 GLASS j 3 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS), r—� NOA DRAWING MAP (MAX.1/4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND 71 2 I I I 71 2 7 SHEET TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD 3 !PAINTED/ GENERAL ETAILSOTES.........1 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. GLASS TYPE"N' LAMINATEDdLASS,T%YPEi7B_"I. GLAZING DETAILS.,....,..1 SG AMINATE, SURFACEVBILFAMINATEjELEVATIONS........•.,.......2-4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE INSULATED GLASS(DASHED uNES) U TEDGL95S HORIZ.SECTIONS.........5 EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE VERT.SECTIONS...........6 OF THESE INSTRUCTIONS. 1-3116'NOM ACCESSORIES...............7 9116'AIRSPACE DESIGN PRESSURES 8-9 7)DESIGN PRESSURES: EXTRUSIONS..................10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. 3/W&NN GLASS PARTS LIST....................11 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 3116'HS CLASSIF CONFIGURATIONS........12 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33 1/3% EAT-MIRROR FILM PANEL TYPES................13 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO 4EXT INT WOOD,ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR D90•PVB 3116"T GLASS CORROSION RESISTANCE. INTERLAYER - 7116' 74 PAINTED/LAMINATED 9 SHUTTERS ARE NOT REQUIRED. NDM ' SURFACE(DASHED 716• I Q I 90 LINES) 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.MAXIMUM OF (8)EIGHT PANEL CONFIGURATION GLASS 1 FOR FRAME HEIGHTS UP TO 96"OR(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96"AND UP TO 120". BITEI I 3 11)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-10.002-792(A)&10-006-10231;CAMBRIDGE 53575309;ELCO ULTRACON PER CURRENT NOA; ELCO 71 1 17 CRETEFLEX PER CURRENT NOA;VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC 3 PER CURRENT NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC PER CURRENT NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM GLASS TYPE"C" ALUMINUM DESIGN MANUAL PVB LAMINATE,INSULATED 12)THE 2770 SERIES USES A EITHERA PVB OR SENTRYGLAS,(SG)INTERLAYER,UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY WITH HEAT-MIRROR FILM lsctl c"gwN i tk GLASS u saepl7igq w!t\tN P1orfAr. KNOWN AS THE 2870 SERIES.THE 5570 SERIES IS ALSO KNOWN AS THE 570 SERIES, Bv1d1ir ( 1 INSTRUCTIONS: �� ,,� RevlaeABY. Dale: Revlsbn: L�phutla�Doh a -o IG 1 SLIDINGNG THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE GLASSOORS MAY BED DETERMINED FROM THE DESIGN PRESSURE OTABL SU OR GLASS TIREMENTS O PES B `��`R THE ��pC��LY .. J.R. 03/18/15 RENAMED 570 s�- _ — i. .•''�GENSg '•.'Q i CuMool OR C,USE TABLE 3,SHEET 9.FOR GLASS TYPE A,USE TABLE 2,SHEET 8. e�;' v RovbeaOr ca% Revrs m: 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL No 50705 J.R. 11/05/13 RENAMED 2870 PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. — o M„b 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, OBeC ' ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 0',l/" 0{I I!5 u GENERAL NOTES&GLASS TYPES J ROSOWSKI 4)FROM THE DESIGN PRESSURE TABLES(TABLES 2-3,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN -7J •, gT TE O'' ,•' _ 1070TECHNOLOGYDRNE 710m Hale: PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. �Fti ',• rLOR1�P.•' Gam; AVEWIaEFL34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 5)INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. �i�FS (G�` P.O.BOX 161H 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET Noreo 9rs,Ft 34274 seneen me% amo ahoo4 Omwing Ne. Rov.• A�LYNNIMILL6)i;P.E. CERT.OFAUTN.6182se 5570/2770 NTS 1 OF 13 MD-SGD570-01 C P.E.q 66705 2-TRACK CONFIGURATIONS -------- DETAIL C2 6' DETAIL Ct THIS SHEE 6'MAX. MAX. THIS SHEET DAYLIGHT OPENING(DLO)FORMULAS WIDTH:PANEL WIDTH-8-911 B' pE7AIL E ANCHOR OETNL A DETAIL B1 DETAIL B2 DETAIL D HEIGHT:PANEL HEIGHT-8-9N8' ANCHOR LOCATIONS FOR NONSTRUCTURAL---��{{{ �`'— TNIS�SHEETf HIS SHEE THIS SHEE HIS SHEE DE7AILA LOCATIONS FOR NEXT. BYPASS (HEAD&SILL) I I Y ---- ---- _L PANEL HEIGHT FRAME HEIGHT-2.5' POCKET CONDITIONS. I 11 4EM' "• CONDITIONS. 21.6' :. ANCHORS INTO MAX. - ------- --- --- — PANEL WIDTH P-HOOK O.C. DLO—� 12'MAX.O.C. DAYLIGHT - -- - OPENING WIDTH / DETAIL 4 DAYLIGHT 1 ANCHOR @ CENTER OF 1 ANCHOR @ CENTER OF / STET OPENING DETAIL01 \.:.1 EACH PANEL.SEE TABLES DETAIL 1 EACH PANEL.SEE TABLES / HEIGHT OE7AILE EXT,T ON SHEETS 889. EXIT ONSHEETSB&9. I ,x,OR. THISSHEE O, ,x, 3.219'MIN.O.C. PANEL TYPE PANEL TYPE 2 ANCHORS@CENTER OF 2 ANCHORS@ CENTER OF POCKET _ DE7AIL1 TNL2 DETAIL B2 EACH PANEL.SEE TABLES ON DETAIL G2 EACH PANEL.SEE TABLES BY SHEET 5 SHEET 5 SHEETS 888. EXT. • ON SHEETSB&9. OTHERS /fIj PANEL EXT.T (UNDER / . / DETAIL 3 HEIGHT DLO 4'MIN.O.G \VJ 4'MIN.o.c. SEPARATE SHEET APPROVAL) / 3.219-MIN.O.C. DETAIL S CLUSTER OF 3 CLUSTER OF 3 SHEET 8 ANCHORS @ STILE ANCHORS @ STILE INTERLOCK DETAIL C1 INTERSECTIONS. DETAL H1 INTERSECTIONS.SEE OF SHOWN rtOF EXT.T SEE TABLES ON TABLES ON SHEETS 8 8 9. PANEL PANEL 8 MAX. SHEETS 889. EXT.T j, _ (@HEAD ..r,.. !I &SILL) . 4'MIN.O.C. 4'MIN.O.C. 6"MAX.. ___ _� 8-MAX., 4'MIN.O.C. (HEAD&SILL) -- -- (HEAD&SILL) DETNL C2 DETAIL G2 .:..:u ':..'( CLUSTER OF .,...,:' `, CLUSTER OF 5 ANCHORS - THIS SHEE DETAIL ANCHORS @ STILE @ STILE INTERSECTIONS. DETAIL EE DETAIL E — THIS SHEET 2.376'TYP• INTERSECTIONS. FOS SHEE THI99HEE SEE TAB=. DETAIL H2 SEE TABLES ON SHEETS DETAIL E EXTT • - g88. �Y�—� THIS SHE C5+ ANCHOR EXT.T SHEETS 8&9, 2 '; - ::. `::" C3H ANCHOR CONFIGURATION SHOWN; 3.219"MIN.O.C. - 4'MIN.O.G CONFIGURATION OF _ (SEEAPPLICABLE) (SEE APPLICABLE DP ----- TABLES 2,30R 4) (I'MAX, 6"MAX. TABLES 2,3 OR 4) (TO END OF (TO END OF ATTACHED JAMB ATTACHEDJAMB NOTES: DETAILD DETNLF0 1ANCHOR@ 1)FOR CONFIGURATIONS,SEE SHEET 12. 1 ANCHOR @ 5' s-L.ENDS. 2)FORANCHOR EDGE DISTANCE AND EMBEDMENT,SEE TABLE 1 SHEET B. EXT.T HEAD ENDS. EXT.T 3)DAYLIGHT OPENING(DLO)FORMULAS: WIDTH:PANEL WIDTH-8-9118' NOTE:SEE TABLE 1,SHEET 6 FORANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT:PANEL HEIGHT-B-9118' MLO0UCI'1(F V ISEO 4)PANEL HEIGHT=FRAME HEIGHT-2.5' u wplymg MIN the Ftr.rr.1. Bvld W8 Code 1111 I I Ae.eytua No 1$-'b b9'U�-• Ly vbodgy 1.125 JAMB RBJ R. D03/18/15 N/A THIS SHEE �tr�� R.*w By: Det.: ReW.lon: a YA CeaW 1.000' No.58705 J.R. 11/05/13 CORRECT DLO O aHn Dr. 1.376 ,'O (tirl, ,W ANCHOR LOCATIONS(2 TRACKS) J ROSOWSKI .1500' � Delo: EXIT �' =��'•, .� - 1070 TECHNOLOGY DRIVE 781.: EXT.T 1,000' ' �� •,FCORIOF••'GNB NYENICEFL14275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 T . C\: P 0 BOX 1629 ` NOKOMIS FL 54274 WEEPHOLE PATTERN @ 24"O.C. WEEPHOLE PATTERN @ SILL ENDS �1 �Has7lod.tr sme S6"e - Rer. A.LY P.E.#68414 705`P.E. CERY.OFAUTH.tl29286 5570/2770 NTS 2 OF 13 MD-SGD570-01 C P.E.q 65705 3-TRACK CONFIGURATIONS APPROX.6". llFTALA -E NON-STRUCTURAL HIS SHEE (HEAD&SILL) IF DETAIL CZ ME 6' ri I I I 1 1 1 1 B'MAX. MAX, M61 - --- --- -- DETAIL E -F ANCHOR DAYLIGHT -------- 4EXT. LOCATIONS FOR OPENING DETNLA ANCHOR 4EXT. LOCATIONS FOR BYPASS • WIDTH POCKET CONDITIONS. • /y • CONDITIONS. 21.6' SHEET 5 ANCHORS INTO MAX. '.C. 12'MAX D.C. P-HOOK. D.C. W OR'0' X 'X'OR'O' PANELTYPE PANELTYPE PANELTYPE POCKET I ANCHOR @ 1 ANCHOR@ DETAIL I PF CENTER OF EACH CENTER 01 EACH BY SHEET 5 DETAIL B1 PANEL.SEE TABLESDETAIL G1 PANEL.SEE TABLES OTHERS '%ETAIL 2g' ON SHEETS B&9. SHEET EXT.VON SHEETS(&9. (UNDER liv 'I DETAIL SEPARATE LW INTE SHEET APPROVAL) ASTRAGAL SHOWN4 RLOCK SHOWN 2 2 ANCHORS @ DETAIL G2 &. ANCHORS 9 CENTER OF �TAIL rl DAYLIGHT 46?'5CENTER OF EACH E 'T EACH PANEL.S E TABLES Fc)E� D.C.PANEL.SEE TABLES C < OPENING ONSHEETSS&O. EXT.V' ON SHEETS B&9. HEIGHT EXT.v qOF qOF V MAX. PANEL (@ READ 3.2`IW: 4'MIN.O.C.— &SILL) O.C.'C CLUSTER OF 3 ________________________ C-1 ANCHORS @ STILE �,CLL19TEROF3 6'MAX.. D E: -1 INTERSECTIONS. DETaL ANCHORS @ STILE (HEAD&SILL) --T (HEAD., EXT.T SEE TABLES ON INTERSECTIONS.SEE (HEAD&SILL) SHEETS 8&9. DE7aL G1 DETAIL H2 DETAILlim EXT.V TABLES ON SHEETS 8&9. ITHIS SHE SHEE C3-2 ANCHOR CONFIGURATION *4'MIN.O.C. 3.219'MIN.O.C. CS-i ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP 4'MIN.O.C.- TABLES 2,3 OR 4) TABLES 2,3 OR 4) 4'MIN.D.C. CLUSTER OF 6 IDETAIL JAMB ANCHORS 9 CLUSTER OF 5 ANCHORS 4,*75' STILE @ STILE INTERSECTIONS. 1,125 D.C. INTERSECTIONS. 2375'TYP. SEE TABLES ON SHEETS 1.000, SEE TABLES ON &B. EXT.' SHEETS 8&9. EXT.V '23 3.219"MIN.D.C. M3.219'MIN.D.C. 61 MAX. WMAX. 1.3*75 (TO ATTACHED JAMB 190, Sov T (d(TOENDOF XT, XT.T ATTACHED JAMB EXT.T E rkoptiCT ki-V RAD ETAIL 1 ANCHOR@ cal"PIlying wilb Ow vlorwL I ANCHOR@ EXT.V SILL ENDS. WEEPHOLE PATTERN @ 24-O.C. WEEPHOLE PATTERN @ SILL ENDS Buldlas Code EXT. HEAD ENDS. 'ka"flamm No 409--ol- Ill"fl Ra*ed By. Defy Rovm1m: cvpIr6tIDffl ft4-5-dofi" YNN 41/1 //11/1 ........... J.R. 03/18/15 NIA THIS SHEET NSIF .."oof M.-- ;. mwsy. Volo Ruw*.: NOTES: t4..58705 J.R. 11/06/13 DETAIL E 1)FOR CONFIGURATIONS,SEE SHEET I2. Dmodpft: lom"ar. 2)FORANCHOR EDGE DISTANCE AND i ROSOWSKI EMBEDMENT,SEE TABLE I GHEET6. • ji" ANCHOR LOCATIONS(3 TRACKS) 3)DAYLIGHTOPEN NO(DLO)FORMULAS: STATE OF, 00 DTH-8-9/16 1070 TECHNOLOGY DRIVE TN. WiDTH:PANELW: I HEIGHT:PANEL HEIGHT.8-9/16" PLOW�-- N.VENICE,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 41 PANEL HEIGHT FRAME HEIGHT-2.5' ........... P.O.BOX 1529 MOKOMIF,FL 34274 Sh-t Dnnft Nw RIF '9/0W- 557012 NTS- 3 OF 13 1 MD-S c P.r.#68705 'k.LYNN MILT�R.P.E. CERT.OFAUTH. 770 MD -01 4-TRACK CONFIGURATIONS APPROX.B', DETAIL A DETAIL 61 DETAIL 2 DETAIL C1 DETAIL B2 DETAIL D NONSTRUCTURAL---+++{{{ THI99HEET TW99HEE THIS SHEE----- ^ THIS SHEE-^ 7WS SHEE THIS SHEE (HEAD&SILL) I W MAX MAX. ---- -'__ ANCHOR DAYLIGHT DETAIL A ANCHOR DETAIL E LOCATIONS FOR • OPENING WIDTH LOCATIONS FOR ♦EXT. BYPASS NEXT. POCKET CONDITIONS. I CONDITIONS. 21.81 I • / / DETAIL 4 / ANCHORSINTO MAX. SnEET DETAIL E 12°MAX.O.C. P-HOOK O.C. • THIS SHEET 'X'OR'O' %. 'X' ')('OR'O' PANELTYPE PANELTYPE PANELTYPE PANELTYPE DErna G1 POCKET DE AL I ETAIL 2APFETAIL 1 ANCHOR®CENTER OF CENTER OF EACH BY • SHEET SHEETS 9HEET 6 " DETAIL B EXT.'S' OTHERS I EACH PANEL.BEE PANEL.SEE TABLES TABLES ON SHEETS 889. ON SHEETS 889. (UNDER I • DETAIL EXT..V SEPARATE , APPROVAL) SHEET INTERLOCK ASTRAGAL INTERLOCK SHOWN SHOWN / SHOWN DAYLIGHT 2 ANCHORS DETaL5 / OPENING CENTER PANE �\ SHEET 5 /L, HEIGHT 4.76°EACH PANEL. 4°MIN.O.C. *'. 2 ANCHORS®CENTER OF DETAIL 62 O.C.SEE TABLES DETAIL G2EACH PANEL.SEE TABLES ON SHEETS ON SHEETS B&S. �I ' Cv OF _ -"" ""•""- PANEL B"MAX' AN / EXT. 8&9. EXT.I P EL (Q HEAD .21fl`MIN.O.C. &SILL) _ ____ ___ 3.219'MIN.O.C. 4°MIN.O.C. .. 8'MAX., _ _ _ ':..:'•:::... :.. �. .. 61 MAX., CLUSTER OF 3 (HEAD;SILL) "" S DETAIL CI ANCHORS STILE CLUSTER OF DETAIL DETAIL H2 DETA6.H7 DETAIL G2 (HEADd SILL) C� HIS SHEE TWSSHEET J HIS SHEE HIS SHEET EM,v INTERBECTIONS. ANCHORS®STILE DETAIL F SEE TABLES ON ETINTERSECTIONS.SEE THIS SHEET SHEETS 8&9. DETAIL H1 TABLES ON SHEETS 8&9. CS-1 ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE OP " "• EXTY TABLES 2,3 OR 4) TABLES 2,3 OR 4) 4•MIN.O.C'�--4'MIN.O.C. 5.210"MIN.O.C. 4•MIN.O.C. 1.125 JAMB CLUSTER OF S DETAIL H2 ANCHORS Q STILE ••s CLUSTER OF 5 000° 4.75' INTERSECTIONS. ANCHORS(d1 STILE O.C. SEE TABLES ON 2.375'TYP. INTERSECTIONS. SHEETS 8&8. SEE TABLES ON SHEETS 8&8. 0ETNL C2 EM'S 1.375 EXT. 3.219°MIN.O.C. 3,210"MIN,O.C. 190, \\� 500• 8°MAX. 8" EXT, r� f*0DUCT ltkvwED (TO END OF T ATTEND D ATTACHEDJAMB EXT. 1�0. B idlq 18!> Dt3t WlofLO• ATTACHED JAMB DETAIL F ®"W1M owe 1 ANCHOR(p� WEEPHOLE PATTERN 24°O.C. WEEPHOLE PATTERN SILL ENDS „' 02 DETA0.D EXT1� SILL ENDS. @ @ 6Lp1O �� t ANCHOR( / RevhadBr, De1O: R.49m. EXT. HEAT ENDS. `��\`�la'(LYNN J.R. 03/18/15 N/A THIS SHEE w..ID ��',.•'V1GENSf- • R.19W Dr. D.M Revlebn: rsD.88705 : ' J.R. 11/05/13 DETAIL E NOTES: — Diewn BY, 1)FOROONFIGURATIONS,SEESHEETI2. 2)FORANCHOR EDGE DISTANCE AND — `• - 6 /, II • �= ANCHOR LOCATIONS(4 TRACKS) J ROSOWSKI EMBEDMENT,SEE TABLE 1 SHEET 8. - ' ' D S uJ 3)DAYLIGHT OPENING(DLO)FORMULAS: G'•,• S TG ,•' jl1070 TECHNOLOGY DRIVE TWO: Delo: WIDTH:PANEL WIDTH-15.9118• T/('••.F(OR1PP•''�tj� N•VE IBOX1�878 VINYL SGD INSTALLATION GUIDELINES 11/18/10 HEIGHT:PANEL HEIGHT-8-9/18° i, ... 4)PANEL HEIGHT-FRAME HEIGHT-2.5° ��k9. (pEry° NOKOMIS,FL 34274 Serl•s711udoi; 8tala: Shoot DiOnfO9 Ne. Row AILYNNMILLE�• FAU7N#292W5570/2770 NTS 4 OF 13 MD—SGD570-01 C P.E,k 50705 PE CERT.O DETAIL 1 DETAIL 2 DETAIL 2B DETAIL 3 INTO MASONRY ASTRAGAL INTERLOCK INTO MASOMTY 1X OR 2X WOOD BUCKSTRIP,SEE CPER ANCHOR TYP,ANCHOR TYPE,TRATE,EMBEDMENT AND EDGE REQUIRED IF POOR 1X BUCKSTRIP NOTE 4,SHEET 1 PER ANCHOR DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 6 4 EDGE HEIGHT IS OVER SW REQUIREMENT DISTANCE �) 36 ASTRAGAL ADD-ON g g 85 � CONCRETE/CMU PERANCj .•., •. OR NONSTRUCTURAL 30 ASTRAGAL ADD-ON REINF. REQUIREMENT ANCHOR 40 REQUIREMENT lMENT.r,•. N10 X 2-112`SMS I{('�� M 20 OPTIONAL REINFORCEMENTSCR,?. LY EMBEDMENT .._... ^: ....a, .,..' PER ASTRAGAL, :: 69 EQUALLY-SPACEDANpT 6 1/4• L� g FROM ENDS(FACTORY c� o MAX. 21 �Qt`� o o - INSTALLED). Qq- �� dJ TYP.ANCHOR TYPE,EMBEDMENT q d AND EDGE DISTANCE PER 4 W�J SUBSTRATE,SEE TABLE 1,SHEET S 6 i 91QILtl;m> d o o d o +� 37 8 20 106 EXTERIOR 6 INTERLOCK EDGE 7 g .-, oy POCKET ASTRAGAL BOX SCREEN 0 ` DISTANCE Pa100K 103 LOCKSTILE ' • PANEL WIDTH 9 106 ,16 ° FOR 1 PANEL WIDTH -« LOCKSTILES, I 6 POOR FRAME WIDTH FIXED +� �1/4'MAX' ASTRAGALS, ri I TYP.ANCHOR TYPE,EMBEDMENT DOOR FRAME WIDTH AND EDGE DISTANCE PER STILES AND i/4•MAS{,...t SUBSTRATE,SEE TABLE 1,SHEET 6 HORIZONTAL � � t 69 � SEE NOTES EDGE ((, EDGE 3&6 DISTANCE RS X 3/4'SMS REINFORCEMENT ,cam o I!I f�1 •DISTANCE BELOW + SCREW;3 PER RAIL,LOCATED n ` AT CENTERLINE AND 9'FROM 28 f ENDS(FACTORY INSTALLED) FOR INTERLOCKS TYP,ANCHOR TYPE, Z-3/8' W 8 6 o ''2-318-ROW ONLY EMBEDMENT AND EDGE g I--'---1 DISTANCE PER SPACING SUBSTRATE, 2g SEE TABLE 1.SHEET - 151IfIilYltllllttllD EDGE EMBED- DISTANCE FIXED PANEL CLIP °" MENi 1 ANDANCHORS•SEE118 •• CONCRETHORU 2X WOOD DUCKSTRIP •1-- DETAIL SHEET7 STANDARD SCREEN �4 '• OR FRAMING,SEE EMBEDMENT FIXED STILEttt I i REQUIREMENT NOTE 4,SHEET 1 TYP.ANCHOR TYPE,EMBEDMENT 2X WOOD BUCK: —PANEL WIDTH EXTERIOR 1x5 -�I tom—V4•MAX. AND EDGE DISTANCE PER SUBSTRATE, OR FRAMING,SEE DIsrAN EDGE SEE TABLE NOTE 4,SHEET+ DEj' DETAIL 3 ") CE NONSTRUCTURAL INTOTAIL 3 DETAIL 2 WOOD INTERLOCK LINTO MASONRY EMBED. ANCHOR `-"�~ \` 1/4' pNiriy+nN flet'Ltk M£Ni MAX. sxWlnj Cade NOTES I.Wflaam No 02_ CONFIGURATIONSDETAILS APPLY T02,3AND 4TRACK N'\ \1 LYNN nil�7jii ReWed Sr. Dela: CxpMtianDW�(° P HOOK d OOPTIONAL 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. `� O t . J.R. 03118/15 N/A THIS SHEE t1'I 45 REINS. 3)SEE TABLES&4 FOR REINFORCEMENT y��.'' 1GENSF' l moi, (Bxde 1'nirll PLATE(12'LONG,® REQUIREMENTS. Q,• V y as ssoasr ala: rrorw r PANELMIDSPAN 4)CONTINUOUSANCHORPLATE,ITEMUS,ISREQWRED •:h r' (yo 58705 _ J.R. 11!05/13 N/A THIS SHEET AT ALL FRAME ANCHOR LOCATIONS. .- 46 PHOOK 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR /y - 0 0-06* d:ASTRAG0mwney REINS. EXTERIOR B)ALLR REINFORCEMENTS a HORIZONTAL INSTALLATION DETAILS J ROSOWSKI PLATE SMS, POCKET 0)ALL REINFORCEMENTS ARE APPROXIMATELY THE "'tl f'�17 ut"' 1/10 X 1.1/4' -HOOK (� FULL LENGTH OF THE EXTRUSION.REFER TO TEST J ST TC OF ,,' : 1070 TECHNOLOGY DRIVE Iva: pare; (5)Q2St8"O.C. 7 REPORTS FOR EXACT DIMENSIONS. r iC Fj OR10F •' �i�� NVEN�FL P.O.BOX 1629 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 1 �J'' �� NOKOMISS,FL34274 gan%wg. t Iwo WOOD d.tUYNM(nllLEli`P.E. Dam§gNa Rxr. P.Ease7os CERT.OFAUMA2B200 5570/2770 NTS 5 OF 13 MD-SGD570-01 C DETAIL-41 DETAIL 4 DETAIL 41 DETAIL 4 INTO MASONRY 1X BUCKSTRIP INTO WDOD INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT AND INTO ALUMINUM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, MIN.2.7 KSI CONCRETE @ EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENTAND SEE TABLE 1,SHEET 8 HEAD PER ANCHOR SEE TABLE 1,SHEETS EDGE DISTANCE PER SUBSTRATE, .�I EDGE 118'MIN.6083-T5 REQUIREMENT,SEE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET 6 I DISTANCE ALUMINUM SUBSTRATE 2318" SEE TABLE 1,SHEET 8 TABLE 1,SHEET 6 EDGE _ EDGE SPACING DISTANCE EDGE 2-318" ROW —�{ DISTANCE .,..e r DISTANCE ROW SPACING I u EMBED- q. SPACING MENT" d I EMBED 8 _ I—MENT ••...,? `., 1 T114' _ L—I �1/4' l �1/4• METAL SUBSTRATES TO BE PROPERLY DESIGNED � 8 MAX. 18 8 MAX. 8 MAX' TO TRANSFER LOAD IMPOSED ON THEM fl 1 100 n n TYP.ANCHOR TYPE,EMBEDMENT AND L1 u u q8 X 314°SMS EDGE DISTANCE PER SUBSTRATE, IXOR2X 40 REINFORCEMENT SCREW, TABLE 11,ANCH0 TYPES: SEE TABLE I.SHEETS 18 GA STEEL STUD ORA38 WOOD 7 PER STILE,LOCATED AT EDGE STRUCTURAL STEEL BUCKSTRIP, 7 UU 8 Minimum Min.Edge SEE 3 CENTERLINE AND B',9'G 110 FROM ENDS(FACTORY Type Substrate Anchor Embedment Diefanee DISTANCE SUBSTRATE NOTE 4, SHEET 1 FOR INSTALLED). #12 9hee1 Metal Screw(GS) 1-318" 314' LOCKSTILES, P.T.Southam Fine 114"Elco UltraCon 1-112" 13/4" 130 Q ASTRAGALS, (BO=.55) EXTERIOR FIXED STILES 79IM"Elco Cr0le-Flex 884 1.1/2" 1314" AND A8 HORIZONTAL Aluminum,808375 min. 012 Shset Metal Screw(G5) 0.125" 1l2" RAILS Steel Stud,Gr.33 min. #12 Sheet Metal Screw(G5) 18ga(0.0451") 112" ASS Steel 012,11001 Metal screw ICE) 18ga(0.0451") 1/2" DETAIL 4 WITH REQUIRED SILL RISER VARIES P.T.Southern Pine(SG=.55) 012 Wood Screw(G5) 1.3/8" 314" INTO STEEL _ w M-1396 POSITIVE DESIGNConerele(min 2.84 kai) 1/4"Elco WreCon 1-318 13176" METALSUBSTRATE DETAILS SHOWN FORHEAD PRESSURE,SEE TABLE Conareto(min,3,35 ksi) 114°Elco Gele•Flex SS4 1.3/4" 13118" (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, FRAME v� E NOTES A,SHEETS 8 H 9. , EXCEPT POCKET JAMB) HEIGHT, PANEL y 19 - Ungrouted CMU,Jambs OM y 1/4"Elco UIIreCon SEE HEIGHT - TABLES o = BELOW Q 18 (ASTM G90) 1/4"Elea Crele•Flex 934 1-114" 1.314" 2,3 8 4 �d FRAME m 17 Concrete(min.2.B4 ksi) 1141 Elco Ull aCon 1-318" 2.112" I�n HEIGHT- 2.1Y2 4-5/6' D Concrete(min.3,35 hsl) 1/4'Elco Crele•Flex SS4 1-314° 2.112° l �J I 78 RISER ¢1116" Ungrouled CMU,Jambs Orgy 1/4•Elco UIIraCon 1-114" 2-1121 "'111---ffr 3 4 RISER RISER (ASTM G90) 114"Elco Crelo-Flex SS4 1-1/4" 2-112' � 4 � 6 2 NOTES 127 3 1)DETAILS APPLY T02.3 AND 4 TRACK CONFIGURATIONS. 12 12 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION 8.SPACING. 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS, 121 13 40 91 4)CONTINUOUS ANCHOR PLATE,REM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 1111102 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. rkoo UCT kP YIh9V 2 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO N complying wItb tYe Florida 15 o P 4 Buldln Calc U p i u� TEST REPORTS FOR EXACT DIMENSIONS. R 8 o U 14 0 8 4KePkrrce t-1v1s• E= 1 / RevbedW. Dale: Revbbn: 6splrolbp Data Ib .......::...:..._.....:...._.. GROUTA \\ LYNN (� i J.R. 03 N/A T b It S a /18/15 HIS SHEE 1/4' !' .r .. NEEDED, �� _ / �1/4' ��.�\��. '\GENSC.,,'�,r �ilAkwA de Qr� MAX. EMBEDMENT, + •�• SEE NOTE 6, ,EM E8 DhfEN� i MAX. .��-.. 1' * RovbodBy; Deb: Roriabn: I, SHEETI / `'f No.5B705 = J.R. 11/05/13 N/A THIS SHEE - _ =_ CONCRETEH 2X WOOD BUCKSTRIP EDGE - /} ® Desrdpllon, J By EDGE SILLPERANCHOR OR FRAMING,SEE DISTANCE� - Q (jj- VERTICAL INSTALLATION DETAILS J ROSOWSKI DISTANCE REQUIREMENT, NOTE 4,SHEET 1 TYP.ANCHOR TYPE,EMBEDMENT SEE TABLE I, ptJPD EDGE DISTANCE PER EMBEDMENT �� STATEpP 1070 TECHNOLOGY DRNE Tx.- :7111:6118/10 AND EDGE DISTANCE PER SHEETO SUBSTRATE,SEE TABLE I,SHEET6 i U.C\ r1pR10P,'',�� N.VENICE,FL 34276 VINYL SGD INSTALLATION GUIDELINES SUBSTRATE,SEE TABLE 1,SHEET 8 ��,C t P.O.BOX 1629 DETAIL 5 DETAIL 5 S,gfUN�� NOKOMIS FL$4274 SedevMo4er. Saab: st"I, DrawlgNo Rnr INTO MASONRYINro wooD 'A�.INNN Ml11BLA'P.E. 5570/2770 NTS 6 OF 13 MD-SGD570-01 C P.E.#50705 CERT.OFAUFM#29298 �^ 1)INSTALL 2)INSTALL HEADER BLOCK TO HEAD JAMB TO HEAD ATTACHMENT HEADER (6)ANCHOR CLIP INTO CLIP INTO BLOCK 50 ASSEMBLY TYPE AS USED PANEL 'CLIP FRAME INSTALL ONE BLOCK AT IN INSTALLATION, STILE JAMB& EACH INTERLOCK.TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL(3)#10 X SEE ONE BLOCK THAT 1,5°SMSTABLE1 SPANS BOTH PANELS. SMS Q❑ FIXED PANEL FIXED Sg INSTALL ONE CUP AT THE MIDSPAN PANEL OF EACH FIXED PANEL-TO-FRAME // (2)1/4"x 20 x 2-114" CLIP JAMB LOCATION. THREAD-CUTTING SCREW SMS _ i \ 0 PLATE COVER TABLE 4, REINF,PLATE 2© 66 #10 X 2"SMS(4)—� SHEET 6 #6 X 1-3/4"SMS KEEPER 7 � 1 w JAMB TO SILL ASSEMBLY o KEEPER TO JAMB LOCKING JAMB ATTACHMENT REINFORCEMENT PLATE SHOWN ❑� �— FOR DOORS OVER 06".10 ANCHORS Q 10 KEEPER 3",6",9",12",&46.5"FROM EACH END NOTES 1)DETAILS O 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETSETS 2.4 2.4 FOR ANCHOR LOCATION 8 SPACING, \ 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. o 4)CONTINUOUS ANCHOR PLATE,ITEM NB,IS REQUIRED AT ! o� INTERLOCK ALL FRAME ANCHOR LOCATIONS. —_.�— �\ — Bg(4)#10 X REINF. �� 0 2"SMS COVER —`�— INTERIOR a / rk09VCf HKViAD EXTERIOR r arplOng r It►16s Fluddr. INTERLOCK /� BoidNs Code \``� REINF.© ��{d��mNo�}' U 02 BOTTOM RAIL a PLATE `\\�� !!!�/ e�pinelo'ad• 11 II! ReHsed BY: Date: ReWkn: #10 X 2-12" LYNN,(f i, �) ti 11 SUPPORT SMS \�.��DeY( ......,, J.R. 03/18/15 N/A THIS SHEE ° ..•''�OeNSF'''•. P Rov6od9y Qom: R.wdon: (2)#10X1"SMS jg70,I Q;' `' ',•i;�— THROUGH SUPPORT, ND _ J.R. 11/05/13 N/A THIS SHEE INTO PANEL } = ® Daw4gbn: DB"� INTERLOCK SILL RETAINER #10X1-112"SMS PANEL v �b I a_ ACCESSORIES INSTALLATION DETAILS J ROSOWSKI ASSEMBLY ) ;' 441-I' 1070TECHNOLOOYDRIVE tea: Do m CLIP ATTACHMENT ALL PANEL CORNERS WELDED, " CT .,F1o:lv�•''G``I N.VEN P.O.lBOX15287G VINYL SGD INSTALLATION GUIDELINES 11!18/10 INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS ', Sg�,•"p',�. �r�.` NOXOMIS,FL 3427e �,yM,d& tea: ansae omMnpNo, Rer. ''at'It�l&I d.E. CERT.OFAU7Md29M 5570/2770 NTS 7OF13 MD-SGD570-01 C TABLE 2: TOTAL#OF ANCHORS CLUSTERED \,YNN THROUGH THE HEAD&SILL AT EACH PANEL Anchor Quantities and Design Pressures using Heavy-Duty Reinforcement MEETING POINT.(EX:FOR 03,1,3 ANCHORS 3110"HS GLASS+,090' (See Part We below table) REQUIRED AT PANEL MEETING P0114T AND I SGINP5MAYER+3118' FRAME HEIGHT(IN) ANCHOR REQUIRED AT MIDSPAN OF PANEL). W.GLASS-W16"AIR HT(IN) C!o S1IACE,3/IVTW.CAP S-PANEL MAXIMUM CONFIGURATION 4-PANEL MAXIMUM CONFIGURATION ANCHORAGE TYPE PER SUBSTRATE 1.5 REQUIRECTO ACHIEVE THE DESIGN 10 84 PRESSURE,USING THE ANCHOR so 96 108 120 13 STATE F Q- QUANTIES LISTED BELOW.SEE p'.., TABLE 11.SHEET 6,FOR COMPLETE FLORIO'. W 0 0 A< a) go fa L) .0 ANCHOR LIMITATIONS, NOM. & a PANEL FRAM k 'a It a a & a I a E p p 1- TABLE KEY., NOW A.L P.E. WIDTH SIDE cc i PIEN58705 U) ., W '0 PANEL FRAME A- (IN) V41DIH SIDE it< M¢ CD < 2< < 0 Head&Sill +1 C3+1 7-3*1 C3+1 1 03+1 C3+11 C3+11 C3+1 Jamb a- mTb to Jamb 0 5 5 1 5 6 6 1 6 5 6 8 6 1 6' 0 6 -6 6 24 P-hook 0- 0 8 Owlqn 4 24 P-hook 7 7 7 7 7 7 7 7 a 8 8 9 0 0 9, 10 to- 10 10 -T+-I(io.o 0 Design ;-1-W +I �o +1 .0 +100.0 +10D�O +jO0.0 +j0O.O +100.o +100.0 +100,0 +100�0 +600 +60.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 1 Ppossur -8D.0 P -100.0co I -100,0 -100.0 1.100.0 1-100.0 .100.0 .65j) -65.0 -65C .65.0 -66.0 .65.0 -55,0 765.-0- CD 000 1000 -TO-O0--1-0-00-j-00-0-loo,o W C�j C34 It 6 10 4W T11 NOM. z 2i Head&Sill C6+1 C3+1 C3+1 C3+1 C671 C3+1 PANEL=FRAME MOTti C3+1 C3+1 C54-1 C3+1 C5+1 C3+1 C3+11 C3+1 C3+1 03+1 C6+j C$+l C3+1 C3+i WIDTH #OF PANELS -j M 5 5 5 0 5 5 5 7 5 6 6 6 5 i7--6-6 6 6 C"! Uj 30 P-hook j�7 7 7 7 7 7 1 7 a 8 0 --- UJ In ce) 8 0 0 0 9 10 10 10 10 GIN -&a-819-3 +1100.0 +100�0 +100,0 +100.0 +10DO +100.4 +100,0 +5C0.0 TI-0-D.0-�j THE MAXIMUM NEGATIVE DESIGN -J 10 0 _1, 0. +10D.0 +60.0 460,0 +6D.0 +60.0 +60.0 +60.0 +1 +1 LL pressure -100.0 -100.0 -100.0 -1 4 '0 -10-0.0-ADO.0 _mfi)-00 -100.0 F-SS.-O .65.0 -65.0 -65.0 1 -65.0 -65.0 -65.0 PRESSURE ATTHESE ANCHOR M 0 0" -65.0 QUANTITIES. LLI M -.1 Z GO Head&Sill C5+2 C3+1 C5+1 C3+1 C5+2 03+1*C5+1 C3+1 C5�2 I C5+1 C5+1 C3+1 C5+1 C3+1 6+1 C3+1 r6+1 C3+1 > LLI M 0 + THE MAXIMUM POSITIVE DP ATTHESI1 i C3+1 01-1 1 C Jamb 5 5 6 5 5 5 6 5 5 5 7 5 a 6 6 8 6 6 a 6 ANCHOR QUANTITIES.ADDITIONALLY, 7 7 7 7 THE MAXIMUM DP FOR THE SILL HEIGHT PTDO-k -r-7--7 -7 -7 0 9 1 10 10 10 10 LLJ J) Design +IDo.o +jGc.0-+-100.0-+-10-0,0-;710-0 10-0.0 +104.0-+100,0 71-00 - MUST ALSO BE CONSIDERED,SEE I .0 .0 +00.0 +100.0 +iCD.O +60.0 *6010 +80.0 +60.0 1 460.0 +60.0 +60.0 +60.0 TABLE A.THIS SHEET, z I - Press- 750.-0.4-:Foo7o 7i-000-io6.6r--m io -.iowo.o--loo.o -100.0 -100.0 •11000 -1000 -100.0 1f) TOTAL#OF ANCHORS THROUGH THE 1 ;6 Head&Sill C5+2 C3+2 C6+2 C3+1 C5+2 C5+2 C5+2 , C3+1 C5*2 C5+2 C04�2- C3f1 05+1 C3+1 C5+1 1 C3+1 C5+1 -GS+i 06+1 03+1 P-HOOK. to Lij z -- Jamb 7 a 5 5 7 5 5 6 a 5 6 6 8--B TOTAL#OFANCHORS THROUGH THE " $R 0: - 0 42 Fhook 7 7 a 7 7 M - JAMB. 7 9 a 8 S 0 -g -9 -9 -10 to 10 1000 ---- +100.0 +1 00 .0 +10DO +100-0 +100-0 +100.0 +60.0 +80.0 +60.0 +800 +80.0 +60.0 +60.0 +60.0 FIG 1: z Pressure -10D.0 -100,0 -IDD.-Co Li10D,'10) +110000'00 +110000 00 -100.0 400 0 4 �O 70-D�0---100�0 7o-o .o -65.0 -65C -85.0 -65.0 -65.0 -66.0 -65.0 -65.0 Head&801 C5+2 I C5+2 C5+2 C3+2 C5+2 C5+2 C5t2 C3+2 C5+2 9H LENGTH C5+2 C5+ CS+2 05+2 C3 1 C5+2 03+1 C15+2 C5+1 C6+2 C3+1 W 6 6 1 7 5 5 5 6 5 5 5 1 9 6 1. 7 6 6 6 a 6 DOOR ASSEMBLIES INSTALLED WHERE 48 P-hook 8 -7 7 9 7 6 a S THE OVERHANG(OH)RATIO IS EQUAL a 0 9 9 9 1 10 10 10 10 TO OR MORE THAN I IS EXEMPTED -;71-00.0-71-00-0 +100.0 +1 -TP-2 -:9: FROM WATER INFILTRATION Pressure .10-0.0-:j0-0 1+100.0 +100.0 +100.0 +1 .0 +1 010 .0 +100�0 +100.0 +100,01.1.0#+1.-1+60.0 1+60.0 1+80.D +60.0 +60.0 +60.0 RESISTANCE.THE OVERHANG RATIO .0 -100.0 1-1OD.O -100.0 -100.0 -1OD.D 400.0 -92.0 -100.0 -100.0 400.0 .660 -no -66.0 1 .85.0 -55.0 .6-5.0 -65.0 .65.0 SMALL BE CALCULATED BY THE = I FOLLOWING EQUATION: Head&SII1 C6+2 03+2 C542 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 03+2 hj I I Jamb 5 5 7 5 6 5 a 6 TABLE A: OK RATIO OH LENGTH/OH HEIGHT Eft'd& "Iamb P.1,* P D g. Head'S ,J._4 j P .1, Pressure 54 P410ok T 7 7 7 7 7 7 7 9 8 8 a Wator-Llmltod(+)Design Pressure Design +60.0 480.0 +80.0 +800 +800 1+80.0 +80.0 +8(10 +80.0 +8D.0 +8DO +SDLO i)THE LESSER VALUE OF TABLE 'to") -2- Zo 1+80.0 - Pressure -z-.0T--S0,0 .80.0 .0 1 -80.0 -80.0 -80.0 -80,0 -80.0 -80,0 .80.0 Nominal Sill Actual Sill Max.(+)DP A AND TABLE 2 DETERMINE$THE E Height Height Allowed WATER LIMITED(+)DP. Head&Sill[05+2 kjC3+2 C5+3 +2 C3+2 C8+3 C3+2 C5+2 054-2 C5+3,03+2 0 1-11/161, 1.600' See 2)at right 2)THE 1-1 Ulu`SILL MAY ONLY DE Jamb 5 5 6 1 7 8 5 5 -8--f 6 ---- 60 -T--hook 7 1 7 7 7 -8 8 a 34/2' &404" +00�0 Pat USED WHERE WATER L 4 1 a INFILTRATION RESISTANCE IS 4.1/16" 4.037" +80.0 psf NOT REQUIRED OR OVERHANG 18 Design 70.0 +80�0 +80.0 1+80.01+7 1) +81oo 480.0 +80.0 +70.0 +80.0 1 - PkUi)UCT Pressure '0.0 �!�-c=+80-0 41/8" 4.614' +100.0 iPdI I PER FIG 1.IF$0,(+)DPS SHOWN AD 0 1_-80.0 140.0. -tu.0 -B0.0 1 -80.0 -70,D -BO.0 1 80.0 1 -80.0 IN TABLE 2 MAY BE USED. a""plyfait."The Fiffiin, litimbscode Rofinforoomonts RoquIrod,(Soo Porto on shoot 10) NOTES Me 0#40 -02- Gin 1)DETAILS APPLY'to Z 3 AND 4 TRACK CONFIGURATIONS, Interlock Lockirixed Stile Astragal Astragal Addurt Top/13ottom Typo 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING.- 3)SEE!TABLE 2 FOR REINFORCEMENT REQUIREMENTS. --VerW -art#is RO I f0rHe19htso%er9f6FA 4 CONTINUOUS ANCHOR PLATE,ITEM 48,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS, cololdw 3U P d Dade "all 29 PSIIS 26 Part#26 L_qu red 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 8)SEE SHEET 2 FOR APPLICABLE OLO PER PANEL SIZE, TABLE 3: TABLE A \\oay�(NN M7(4FRi��l, ;�.t.;.•\�00NSE It i Anchor Quantities and Design Pressures using Standard or Composite NOTES WSter•LImItBd(+)Design Pressure 1)DETAILS APPLY TO 2,9AND 4 TRACK CONFIGURATIONS. _ 3119'HS GLASS 4.09(r Reinforcement,(Sao PartlF's belawtablD) Nominal Sill Actual Sill Max.(+)OP 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. PJ8INI+RIAYLR+31IV FRAMEHEIGHTON) Height HBI hl Allowed 3)SEE TABLE 3 FOR REINFORCEMENT REQUIREMENTS. '--� t•lo. - AxO ss+7ns•'Aw g g 4)CONTINUOUS ANCHOR PLATE.ITEM#8,IS REQUIRED AT ALL FRAME _ Ap_ LLU- U SPACE+3n6•T Wr.CAP 8-PANEL MAXIMUM CONFlG RATION 1-11118° 1.688° See 2)below ANCHOR LOCATIONS. Ul. S L(/z 7F,`+x""°a�, +Bp O 6 PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD-ON: fie fie rK'rs;r_,_ s 3.1/2' 3.464^ Psi` )' ` e)SEE SHEET2FOR APPLICABLE DLO PER PANEL SIZE. ��'p SOP.•• C9 - 4-1116" 4.03T' +BO.Opsr �O,c'•.,•FLO[?,, NOM. k 4-5re" 4.874" +100.0 p6r 11�41N11P� PANEL FRAME +. m r- h` w I- N` H 1- m` rn~ t- N m~ a A.LYNN MILLER,P.E. GM SDE p � � � ;„ D THE EMINESLESSETHE WATER LIMITED TABLE A+)O TABLE 3 d$d$ � DETERMINES THE WATER LIMITED(+)DP. P.E#58705 2)THE 1-11116'SILL MAY ONLY BE USED WHERE 0 (� O Head&Sill C3+1 C3+1 03+1 03+1 C3+1 03+1 03+1 03+1 C3+1 C3+1 G3+1 03+1 WATER INFILTRATION RESISTANCE IS NOT Jamb 6 6 6 6 5 5 5 6 5 5 5 6 REQUIRED OR OVERHANG IS PER FIG 1.IF BO, 24 P•hook 7 7 7 7 7 7 7 7 8 8 a a +DP'S SHOWN IN TABLE 3 MAY BE USED. ZZ l j Design +60.0 +60.D +60.0 460.0 *80.0 +60.0 +00.0 +60.0 +60.0 +80.0 +60.0 +60.0 O r- 0 Pressure -0D.0 -00.D •00.0 -80.0 •60.0 •60.0 8D,0 -00.0 80.0 80.0 80.0 .60.0 () O Heed&Sin C3+1 6341 C3+1 C3+1 03+1 C3+1 ow C3+1 C3+1 03+1 C3+1 C3+1 W Jamb 5 5 S 6 5 6 5 9 S 3 S 5 -� O Z cG LU FIG 1: 80 P•hook 7 7 7 7 7 7 7 7 0 8 s 8 00 DwIQn +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +e0.0 +60.0 +80.0 ON LENGTH (V d' Ll.( Pruseum .60,0 -00.0 -00.0 -00.0 '.-00.0 -00.0 -00.0 -60.0 -0D.0' -00.0 -00.0 -00.0 C"D HeadBSill C3*1 C3+1 C3*1 C3+1 03+1 03+1 C3+1 C3+1 09+1 C3N 03+1 C3N DOOR ASSEMBLIES INSTALLED WHERE 06 M THE OVERHANG(OH)RATIO IS EQUAL J ('') Jamb 5 5 6 5 5 5 5 5 5 5 5 5 TO OR MORE THAN 115 EXEMPTED 38 P-hook 7 7 7 7 ' 7 7 7 7 B 8 B B C�nl FROM WATER INFILTRATION Q - GLJ O O RESISTANCE.THE OVERHANG RATIO .J Z DeslBn +60.0 +80.0 +80.0 +60.0 +60.0 +60.0 +80.0 +80.0 +80.0 +BD.D +60.0 +00.0 w )--' O 2 SHALL BE CALCULATED BY THE Lu m O_ Pressure .60,0 80.0 -00.0 •80.0 ,-0D.0 •60.0 -01'1.0 •60.0 •80.0 -0D.0 DIOa •80.0 FOLLOWING EQUATION: lJ.l m H" �- .He6d'SSII C3+1 C3H C3+1 C3+1 '•C3N C3+1 C3N C3+i C3+1 C3+1 C3±10 C3+1 OH RATIO=OH LENGTWOH HEIGHT Q `�6wiam� 5 8 B 9 5 6 5 5 5 5 %5 6 @ J `42 �F•hddk '1 7 7 7 7 7 7 7 7 ._.e.. 8 Lim8 = Q Z Des]im ` +80.0 +6110 +600 +80.0 +80.0 +60.0 +60.0 +80.0 +80.0 +60.0 )±80.0). +60.0 to r � < 1„ „Pressure .613.0 -60.0 .60.0 -60.0 -60.D -60.0 -00.0 -80,0 -80.0' -60.0 T--60_0 -60.0 (n () -Head&5111 C3+2 C3+1 03+1 C3+1 C3+2 03+1 C3+1 C3N C5+2 03+1 C3+1 03+1 ` O LU Z O Jamb 6 5 5 5 6 5 5 b 5 6 6 5 m0 48 P-hook 7 7 7 7 7 7 7 7 B a B s ll (� N Design +60.0 +60.0 +80.0 +80.0 +80,0 +00.0 *80.0 +60.0 +00.0 +60.0 +80.0 -+60.0 z `p Pressure -60.0 -80.0 •80,0 •60,0 -80.0 •80.0 -00.0 -80.0 •80.0 •60.0 •80.0 •80.0 , O ,_.I to LUZ Rail forcemente Roqulmd,(Sao Padeon Shook 10) (31 nType, 0 j ' Interlock LooWPlxed Stlle Astragal Astragal Addon Top�Boltom Reil (868 Sheet 11 Standard Pad#28 Pad#2a Pad#26 Pad#30 Pad#28 B Thermal-Option Pad#20 Ped#27 Pad1127 Ped#30 Pad#27 B,C TABLE KEY: uW1 ANCHORAGE TYPE PERSUBSTRATE REQUIRED TO ACHIEVE THE DESIGN 6 p PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE 1, li Ro O SHEETS FOR COMPLETE ANCHOR LIMITATIONS. pp NOM. � g 7 PANELFRAME A TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAD&SILL AT EACH WIDTH SIDE -PANEL MEETING POINT.(EX:FOR C3+1,3 ANCHORS REQUIRED AT PANEL OR MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). FP-h=k C3+1 5 TOTAL#OF ANCHORS THROUGH THE JAMB. 24 8 AIODUCFit*hb Idw-TOTAL#OF ANCHORS THROUGH THE P-HOOK. n quptyla{lrhY IM PIorW +100.0-iD0.0 \ THE MAXIMUMPOSITIVE OP AT THESE ANCHOR QUANTITIES.ADDITIONALLY, AeaR,,)y. OlyO OL THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE Euvinli"DW 1411will. TABLEA,THIS SHEET. PANNOI1=FRAME WIDTH THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. WIDTH 0 OF PANELS �4isr Dade M 5.075' 5.075' ��--•3.000" .�I 1.595° 1595- �I `� v 1.570' �- 1.430' I 100' 81.688• REINFORCEMENT .,25'812' L� � 1446'0COVER .110• 2.933° L .300' 2.768" .400' - 2.760- RIGID PVC z 368 0 2 TRACK HEAD/JAMB Q2 TRACK SILL ^^ r '22W RIGID PVC RIGID PVC 1 -11-• •12.5' 120 .{�-.1gy 120 -�I V+,182 6 250• I-•-2.867• T uO T 8250.1 --�� 5 REINFORCEMENT AND STILE © AND STILE 2B REINFORCEMENT �REINFOR REINFORCEMENT t.a1z O O lees 6005-T5 ALUM. REINFORCEMENT REINFORCEMENT 6005-TSALUM. 6005 T5 ALUM. too 6005-T5 ALUM. COMPOSITE SII 1 LA�Llll � L�J� 2.51, 0 3 TRACK HEADIJAMB 0 RIGID PVC ®3 TRACK SILL ,090• RIGID PVC .36V 10,625' 10.035' -pl--� �-�j-� �--l�l 3.483' .100' �JOUIIOIItIf�O km �7 �L_jIr--�11Ir��o -T '090• 4.279' TRACKW n.100• �'_;2,�aLmtiLr-V�Lr"-�J�m� .,66° n� T .,26• 11r`6t71 '� 2.710'L 4.636' I I� O6 2.14 2.116''moi L�� P1.876"�I RI IGD HEADMAMB O RIGID PVCILL 2.za1• 125' 1,000 STILE,TOP 540 ,s3o° I-I f- .550' 546 QQ J0� ASTRAGAL ADD-ON 31 REINFORCEMENT 35 ADAPTER K 36 RIGID PVC AND ADD-ON © A D BOTTOM RAIL 5O .049'Ir REINFORCEMENT PLATE -•-I�-•-.662• .i25• ,3p,•r 5r•+I�-.°62, 1 I0I i .082• 6005-T5 ALUM. 6083-T6ALUM. RIGID PVC RIGID PVC 7 FRAME SCREW 8 ANCHOR PLATE O TRACK INSERT 10 KEEPER t i BOTTOM RAIL 875 875 -.11.020• �.�133 f' - O COVER O 6063-T8 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. O SUPPORT osz T 082 1.308• 050• t 1593" I+ RIGID PVC 6063-T6 ALUM. 1.FN- ,,993 1.627 - ,.435" � 1.487• r- .662• ! r .326• ..9 -.�{ 1.435' Imo--; � 1.613" �+- 1.487' M35" ..L- I o BOX SCREEN + 1 � .050•--i=- 1'S 060 90 BOOP SCREEN g1 IL BOTTOM RAIL SIDE RAIL OXSCREEN EN ASTRAGAL N OXO ADAPTER ' ora' oss o62^ L 6063-T6 ALUM. 6063-76 ALUM. 6063-T6 ALUM, ADAPTER 8063-T6 ALUM. 12 OUTER COVER SILL 13 SILL COVER CK 14 ADD-BOXON SCREEN SILL 15 OUTCK SCREEN 16 AND JAMB ADD-ON � 6063-T6 ALUM, 094• 1.081' I 1.001• I+.955° 045- RIGID PVC RIGID PVC 6063-T8 ALUM. 6083-T8 ALUM. RIGID PVC fig. �0" 1.zoz .075 -►{ .762° I� 078•E 1 ,.050"X11 .094'2.060' .050°Y-1 � I+-2.975 1.853" 4 641• r I 110 STD.SCREEN „i STD.SCREEN 113 STP.SCREEN 80 FIXED PANEL CLIP 3.464 I OTOPIBOT.RAIL OSIDE RAIL O ASTRAGAL 6063-T6ALUM. egg 2.887" 5.178• 1147f 1.es3• 8083-T6 ALUM. 6063-T6 ALUM. ADAPTER �► fepwl�jq�j� oro 6083-T6 ALUM. .060' .080° .100° `ltllllllrllr 6W >"N��('•O SILLRISER80 SILL RISER SILL RISER P-HOOK ADAPTOR 080• � p��• ...... � Reweeey Date RaNwn: N'OrNr�+ 17 6063-T6 ALUM. 18 6063•TGALUM. �g 6063-T6 ALUM, ®6063-T6 ALUM. ©8083-T6 '�c�"SE J.R. 03!18/15 N/A THIS SHEET ALUM. Q�7' 05 J'. Revh d9y: Dote: ReWebn: 1 <: t4D•56f - J.R. 11/05/13 N/A THIS SHEET 1.261• �1.2s1' 1.281' 1.500° r-- - �` 6 r° IS �� ® PART DETAILS J ROSOWSKI 210'--�lU}r- .252' -�•UI+- .173•�.1 �o �,ct gS1TE 01• 125 Y )J' ~�✓rO�'•.,•FLORIOP' \�` 1070 TECHNOLOGY DRIVE 710.: Dab: L. C �' N.VENICE,FL 34270 VINYL SGD INSTALLATION GUIDELINES 11/18/10 1.1!16"BEVELED BEAD 1-1116"OGEE BEAD 1.3/16"OGEE BEAD P-HOOK REINFORCEMENT I�I II I I I'I I1 I SSroN1\\'o"' P.0.6DX162P ��oNOKOMIS FL 34274 gB gyn{p4g1; scare: snore D,.WM N.. R.r. O8 RIGID PVC 70 RIGID PVC 80 RIGID PVC ®PLATE A.LYNN MILLER,P.E. 5570/2770 NTS 10 OF 13 MD-SGD570-01 C 6063-T6ALUM. P.E•#58705 CERT.OFAUTH#29290 Ped# PGT.# Description Part# PGT.# Description Part# PGT,# Description `��\\\ l R 1 619001 2-Track Head/Jamb 50 419042 Frame Header Block Box Screen 2 619002 2-Track Sill 51 48052 Roller Adj.Hole Plug 90 612256 Screen Top Rall = q 3 619025 3-Track Head/Jamb 52 41735 SGD Panel Come-along 91 612257 Screen Bottom Rail = 140 a IJJ= 4 619026 3-Track Sill 53 41736 SGD Panel Come-along Cotler 92 612258 Screen Side Rail-Lockstile 1 5 619027 4-Track Head/Jamb 55 71690 Dust Plug 93 64344 Screen Astragal fl''• bsKr1S 6 619028 4-Track Sill 58 44385 4 Hole Bumper stop 94 617349 OXO Screen Astragal Adapter %�0�''• rr Da�Q•��;• 7 619009 Frame Screw Cofer 58 619037M Fixed Panel Clip 95 64428 Screen Double Interlock �rSS�O �,�` 8 619031 Anchor Plate 59 71696G 5111 Plug 90 617347A Screen Bug Flap A L4P.E.M68705 IJWA PE 9 619007 Track Insert 61 78X38PPTX #8 x 3/B"Ph.Pn.TEK Screw 97 41818K Screen Keeper Spacer Set U r 10 619029M Aluminum Keeper 62 78X34PPSDAX f/8 x 3/4"FI,Ph.TEK- S.S. 98 720X1X 1/4-20 x 1"S.S. k ` Q 11 818038 Bottom Rail Support 63 781PSTX #B x 1"Quad-S.S.. 99 720X112X 114.2o x 1-1/2"S.S. i^ 12 619006 Outer SIII Cofer 64 781 PDX 48 x 1"Pn Quad-S.S. 100 71783G Wstp,.270"x.150"-Fin Seal O LO 13 619011 Sill Track Cover 65 7BX114PHPT41OX #8 x 1-1/4"Ph.Pn.TEK 101 78RA7 Standard Roller (1) (� 14 619039 Box Screen Sill Add-on 66 710X1PPSDAXX #10 x 1"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller- S.S. 0 U $ 15 819012 Outer Screen Track(Standard Screen) 87 71OX116PPX #10 x 1-1/2'Ph.Pn Keeper Screws 103 7LOCKWGS Screen Lockset LLI ❑ 16 619038 Box Screen Head and Jamb Add-on 68' 710X2PPX #10 x 2"Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers W Z J 17 619022A SIII Rise?-(DP60) 891 71OX212PPDAX #10 x 2-1/2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper LLI LU M 18 619023A Sill Riser-(DP80) 70, 712X112PP #12x 1-1/2"Ph.Pn.A Standard Screen N LL 19 619024A 5111 Riser-(DP100) 71 GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rail ❑ 07 (� O 20 519032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Rail Latch W Q F 21 619020 P-Hook 73 71726K Neoprene Setting Block 1"x4"x1/16" 112 612033 Screen Frame-Side Rall ❑ e 24 619014 Reinforcement Cover 74 Metal Spacer-9132" 113 617363 OXO Screen Astragal Adapter Q z U U 26 619030 Reinforcement Plate 75 Urethane IG Sealer 114 64853K Vinyl Astragal Q Z 26 619017M Tap,Bottom and Stile Reinf.(Alum) 76 Silicone-Foam Super Spacer-7118" 115 617356 Screen Sill Adapter V) 27 19046 Tap,Bottom and Stile Reinf.(Comp.) 77 Hot-melt Butyl 116 8FP95K Bug Flap ~ � U 28 619018M Interlock.300 Reinforcement 76 619010 1-1/16"Beveled Bead 117 7R42DK Rivet o Q Z o 29 619013M Interlock.400 Reinforcement 79 619015 1-1/16"Ogee Bead 118 74M PA 44 x 1"Ph,Pn.SMS p a N 30 619019M Astragal Reinforcement 80 619016 1-3116"Ogee Bead 119 78X112PSATS #8 x 1-112"Ph.Pn.SMS A Z ° LL O '0 N 31 619035 Reinforcement Plate 81 Cardinal XL Edge Spacer 120 41703N Screw Boss Bushing -j 35 619005 interlock Adaptor 82 62139 Ogee Vinyl Muntin 121 712027 Comer Key Wheal Assy.(Standard) J Z 36 619000 Astragal Add-on 83 63609 Insulated Glass Muntin-Horizontal 122 71202788 Comer Key Wheel Assy.(S.S.w/bearing) ' m 37 619004 Panel Stile,Top/Bottom Reil 84 4CONN I.G.Intersection 123 41805K Screen Handle 40 718609 .1B7 x.280 Finseal(Sills) 85 7558K I.G.Gridlock Clip-7/16" 124 41808 Screen Handle Slide 41 71695K 1-112'x 1"x 3/4"Fin Seal Dust Plug 86 7560K I.G.Gridlock Clip-5/16" 125 704/68 Screen LBtch Assy. 42 419041 interlock Clip Coxer 126 7SNKPN Screen Keeper 43 78153X Tandem S.S.RollerAssy. 127 61693K Serrated Screen Spline-.145" 44 78163N Tandem Nylon RollerAssy. 128 61692K Screen Spline-.165" o 45 619043 P-hock Reinforcement Plate 129 61694K Screen Spline-.150" x 46 71OX125FPSDX #10 x 1-1/4"FI PH SMS LL30 61816020 Screen Cloth NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. rkODUCP k?MED r eamplying wlrb rite FWAL D.WI.g C"de Aeuple.ee n.1 i'-0 D .°Z Erpinrlo.Mie !r Mee Mf TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE F L D a 2P2T E�D5A XX 1 P2T Af 6P3T A p 0 K 2P2T X XOX)DcKo 60 C M IDS X0 L.-2=q ox k�dm L 0 DK T 2P2T F 3P2T XX X. 6P3T OXO oxo A XWXX ED 0 DS K 3P3T 0 LL D S M �F p la 4B=" B 3P2T NOT AVAILABLE A p XXX XXX : 8P4T L. R P K L�Lk�F DXXXXXX0 S B F �F -1'=� M E�= 4P4T F 3P3T E F L D M A A XXXX XXX oxx XXXX 8P4T K 2P2T 3P3T [! P-729A M XX nA Xxo b—,4� 4P2T XXX 4P2T NOT AVAILABLE 0.. 6P3T 4P2T NOT AVAILABLE XXXXXX XXXX r &=,;D K L o -..I �F s 5 8P4T F B I F 4P4T A 41 - M C M IXXXXXXX( p DS SDS, NOTES XXXX xxxx Pw 1)MAX MUM OF(8)EIGHT PANELS UP TO 96-FRAME HEIGHT. 2)MAXIMUM OF(4)FOUR PANEL CONFIGURATION FOR FRAME X P HEIGHTS OVER 98°AND U TO 120'. 4P4T 0 F I:Z9)MAXIMUM ALLOWABLE FRAME SQUARE FOOTAGE-292.62.5 FT- 0 =4—i WITH A MAXIMUM FRAME HEIGHT OF 96'(REFER TO ' P Rf:!l FOR DO0RS OKUDUCTIRFIfIbED = TABLES 2 AND 3 FOR MAXIMUM PANEL WIDTHS).i j m ff vs. bit I florw 0 Im CMU M Ds -r3E, ED A N '��A - --'/// Ratod W. Dale; Rewokn. citpimtk. XXX0 N ,\% DENSE N -.1 e�" L D L D - .... 4" , J.R. 03118115 N/A THIS SHEET LR"bodor. Delo.. F R INTERIOR I * 6P3T I . ,. , LRPEF� No P N. Oxxxo SCREEN L N..$8705 J.R. 11/05/13 NIA THIS SHEET oxxxo SCREEN ® EXTERIOR Doswom., —or, L D 17 F L 0 0 SAMPLE CON FIGS AND PANEL NAMES JROSOWSKI cul- 1070 TECHNOLOGYDRIVE 7w: valil., NO AL VIEWCE,FL 34M VINYL SGD INSTALLATION GUIDELINES 111/18/10 SCREENXXXrx P.D.BOX 16" NOROM0,FL$4274 Rev: 5P3T M T" R 4A 5570/2770 )F 13 j'Z"-"SGD57r)-m PIE.#58,105 CERT.OFAUrH.#29208 MD C DOUBLE P SINGLE FIXED F SINGLE SINGLEC INTERLOCK ASTRAGAL INTERLOCK LOCKSTILE INTERLOCK INTERLOCK R FIXED SINGLE H SINGLE �—� SINGLE M LOCKSTILE DOUBLE INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK J LOCKSTILE ASTRAGAL T ASTRAGAL FIXED K SINGLE (BOX OUT) OUT LOCKSTILE INTERLOCK LOCKSTILE SD SINGLE �q DOUBLE T ASTRAGAL FIXED U ASTRAGAL LOCKSTILE INTERLOCK —^'^�`^�^'� INTERLOCK (BOX IN) IN LOCKSTILE (BOX OUT) OUT A DOUBLE LOCKSTILE INTERLOCK S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE (BOX OUT) LOCKSTILE OUT (BOX IN) IN U ASTRAGAL LOCKSTILE S FIXED ASTRAGAL A SINGLE LOCKSTILE (BOX IN) LOCKSTILE IN INTERLOCK DS DOUBLE SINGLE INTERLOCK INTERLOCK L SINGLE ASTRAGAL p LOCKSTILE SINGLE INTERLOCK OUT INTERLOCK NOTES (BOX OUT) 1)DETAILS APPLY TO 2.3 AND 4 TRACH CONFIGURATIONS. 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION 8.SPACING. LRASTRAGAL SINGLE ASTRAGAL 3)SEE TABLES 2-3 FOR REINFORCEMENT (BOX OUT) OUT INTERLOCK ( ) LOCKSTILE OUT REQUIREMENTS. BOX OUT 4)CONTINUOUS ANCHOR PLATE,ITEM p3, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. N ASTRAGAL SINGLE J LOCKSTILE =ASTRAGAL(BOX IN) IN INTERLOCK (BOX IN) C rk00UCr Itl YWW SINGLE ASTRAGAL inial-scoar"�� INTERLOCK IN I// RevleedW. Ogle: Revwm; ♦a.pl--aN- .".61 e . 22o1b 4 E•pintlW DMs (BOX IN) J.R. 03/18/15 NIA THIS SHEET v,Z.:•�\OFNSE -r R.vlae4sy. Defer Ravi.l.n: E(ll.rl Dads .d. '! INTERIOR B SINGLE SINGLE ;' sa�p5 J.R. 11/05/13 N/A THIS SHEE INTERLOCK fNTERLOCKEXTERIOR - No uj ® PANELTYPES J ROSOWSKI �I�, 0�'. STP{C ON 107N.VENICE,Ft.34275 V E 115 1 SINGLE v ,O,' • FLORA -;I VINYL SGD INSTALLATION GUIDELINES 11/M. 18/10 M .. � P.O.BOX 1628 LOCKSTILE INTERLOCK FSSIr){�1NOxOMIS,FL 94274 s.4.e�M .* �r.s N.. Rev A!LYNr{MI4�eWPN E. CERT.OFAUTH.M296 5570/2770 NTS 13 OF 13 MD-SGD570-01 C P.E.869706 M IAM I•DADE MIAMI DADE COUNTY,FLORIDA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.minmidade.sov/economy PGvnil'ustries Ine. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This,NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. � bES_GRIP ries"P�'4f27'•2t) Fi!FdWhrdow--L—.W.t% APPROVAL DOCUMENT: Drawing No. MD-2720.1,titled"Premiervue Fixed Window NOA",sheets 1 through 9 of 9,dated 10720/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved" and American Architectural Manufacturers Association Permanent Label Requirements,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If-any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1114.19 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MrAMI•DADE COUNTY "�- NOANv=13 112&D4 �I J�'I f Expiration Date:AugWs-F11,2020 AppravO ante.`June I`1,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.MD-2120.1 titled 'Premiervue Fixed Window NON', sheets 1 through 9 of 9, dated 10120/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7516, dated 09/12/13, signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Ai 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 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-210-3642-1, NCTL-210-3642-2, NCTL-210-3636-1, NCTL-210-3636-2 and NCTL-210-3635-1, dated 09/17/09,all signed and sealed by Gerard J.Ferrara,P.E. (Submitted under NDA No. 09-1104.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (201.4), prepared by manufacturer, dated 05/22/15, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE L Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. Ma uelP,pra ,PE. Product Contro Ex iner NO No. - 125.04 Expiration Date: August 11,2020 Approval Date: .1une 11,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(coN.TtK D) 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas@)Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-70420.01 issued to L.B. Plastics,Inc. for their"Florida Bronze Color Laminated White Rigid PVC Exterior Extrusions"dated 12/06112, expiring on 12/30/15. 4. Notice of Acceptance No. 10-1208.02 issued to L.B.Plastics,Inc.for their"White Rigid PVC Exterior Extrusions" dated 12/30/10, expiring on 12/30115. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and with FBC 5111 Edition(2014), dated 05/22/15, signed and sealed by Anthony Lynn Miller, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-7516, issued by Fenestration Testing Laboratory, dated 09/12/13,signed and sealed by Marlin D.Brinson,P.E. 3. Proposal issued by the Product Control, dated 04/30113, signed by Jaime D. Gascon, P.E. 4. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15- 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 11:1114.19) 5. Statement letter of no financial interest, of independence and of compliance with the FBC 2010, dated 10129/11, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 11-1114.19) 6. Laboratory addendum letter for Test Reports No. NCTL-210-3635-1, NCTL-210- 3634-1 and NCTL-210-3634-2, issued by National Certified Testing Laboratories, Inc., dated 04/06/10, signed and sealed by Gerard T. Ferrara,P.E. (Submitted under NOA No. 09-1104.02) 7. Laboratory compliance letter for Test Reports No.NCTL-210-3642-1, NCTL-210-3642-2, NCTL-210-3636-1, NCTL-210-3636-2 and NCTL-210-3635-1, issued by National Certified Testing Laboratories, Inc., dated 09/17/09, signed and sealed by Gerard J. Ferrara,P.E. (Submitted under NOA No. 09-1104.02) • G. OTHERS 1. Notice of Acceptance No. 11-1114.19, issued to PGT Industries, Inc. for their Series "PW's-2720/2820 Vinyl" White PVC Fixed Window—L.M.I., approved on 02/16/12 and expiring on 08/11/15. Manuel ere , L. Product Control E ami er NOA No. 13-' Expiration Date: August 11,2020 Approval Date: Jure 11,2015 E-2 GENERAL NOTES:SERIES 2720 PREMIERVUE IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING' IMPACT RATING VARIES, RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SEE SHEETS 2-4 MISSILE IMPACT RESISTANCE BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUSTTEMPEREO, 48"BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY 44-3H6"VISIBLE ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C9D CONCRETE MASONRY LIGHT WIDTH RODUC9•1113VISI:D UNITS WITH MIN.Fc=1,9 KSI AND CONCRETE WITH MIN.KSI SPECIFIC PER ANCHOR TYPE ON TABLE B. gI -�•� 8"MAX. �mplyingode the Florida rSHEETSB-8 Rd code C• 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE aeptanwN �7 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WODD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR troll®Dart GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS FIGURE 1: TO THE STRUCTURE PER THE CURRENT FBC.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF ; 1 N O.C.' 13educl of THE ENGINEER,,(EOR)OR ARCHITECT OF RECORD,(AOR). A-A A-A SHEETS SHEETS 96' - 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 8-8 &8 BUCK rc SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ' HEIGHT 12'O C w INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE t__ ` OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. -'J / j'-•-.-------... . 92-5/16 n 6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE / VISIBLE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE LIGHT 1�iL / SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 12"MAX. / HEIGHT 6" _ e�- Y O.C. IMAX. ] N f7 na8 7)DESIGN PRESSURES:ASTM E1300. -7- A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER + EO of N r• S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURALI CYCLE TEST PRESSURE,FRAME 1 }1, olop O N O a a TYP.CURVED/ANGLED ANALYSIS AND GLASS PER ASTM E1300. ELEVATION 0 C% ' N 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO I J to o uxe O Z LL Y LL CD an0 cL THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS I _LLLL11 "- PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 6' -�{ �- 12'MAX.O.C. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF MAX. Q s•a, W- O aH THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. SHEETS G-8 o W Y a- Z Z pMp TYP.ELEVATION '` 02 O 9)REFERENCES: Z d Z O TEST REPORTS:NCTL 210-3636-1,NCTL 210-3636-1&2,NCTL 210-3642-182,FTL-7516; Z ' LL ELCO ULTFIACON&CRETEFLEX NOA'S;L.B.PLASTICS,INC NOA'S FOR FLORIDA-BRONZE LAMINATED&WHITE RIGID O PVC,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM.ALUMINUM DESIGN MANUAL. LU SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK LU 10)THE 2720 SERIES USES A EITHER A PVB OR SG INTERLAYER.UNITS GLAZED WITH GLASS CONTAINING AN SG AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-4. LU, c0 INTERLAYER WERE PREVIOUSLY KNOWN AS THE 2820 SERIES. ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL FRAME MEMBERS. ® c' W z Imo WIDTH Imo-WIDTH--I WIDTH-+{ � Rj Z aloaS r------- ------� -------1 r- -� W. TABLE 1: T 1 I T 1 T _ N Glass DP GUIDE TO SHEETS; _ i rs 1 = 1 i ~ g U! N Typo# Glass Description Sheet# O 1 // 1 to /// 1 t7 j W i" ' GENERALNOTES........................1 m Y w n 1 10 1 W �S A 1.1116"Lemi.IG 3116"A-.090"60-3I1�A-7/16"Air-3/16' 2 ELEVATIONS................................1 x l 1 x 1 x 1 1 O_ C9 d B 7116'Lemi.(3/16°HS-.090'PVB-3/16'HS) 3 DESIGN-PRESSURES..................2.4 i 1�_ -� 0111 •asap seuaS C 1.1IF16'Lami.10 3/16"HS-.090'PVB-3116'HS-7116"Air-3/16° 3 GLAZING DETAILS.......................5 D 7116'Lami. 3116'HS-.090"SG-3/18"HS 4.5 INSTALLATION ANCHORS,.........6.8 -WIDTH i 1+WIDTH--I 1-"WIDTH-►I WIDTH-H `1111 I I 1111// INSTALLATION,FLANGE-........... 6 r- -- ------� -----� --� -� 'SG"="DUPONT®SEINTRYGLAS INT RLAYEW BY E.I.DUPONT/ IrDEN MOURS 8 CO.,INC. INSTALLATION,EQUAL-LEG.......7 T I T I T I _ 1 I 1 \\��SON..LYNN��,��' INSTALLATION,ADD-ON FIN.......8 rs `a"\'.•'v%C£N SjF •.,q ' CORNER ASSEMBLY........._........B w �" w r' w e' •'• T`� EXTRUSION PROFILES...............9 = x x1 I 1 x it N..50705 PARTS LIST............. WIDTH WIDTH Imo" WIDTH r-WIDTH�{ F--WIDTH-rI GLAZING NOTES: r------- -------r r-----__ r--•- ---1 r------- S ATF O� "A"=ANNEALED 'HS'=HEAT STRENGTHENED t 1 1 tt 1 I I 1 %O'��C'•FLORIO�';•''.��_'•� "T"=TEMPERED p z_j 6 JA/' i "PVB"=DUPONT.090"BUTACITE PVB x x x l I x "SG'-DUPONT,090"SENTRYGLAS 1 I I 1 A.LYNN MILLER,P.E. P.E.#58705 TABLE 2: G�LJ{SS.TYFE71(�11I16'YamT.'iG)..� Window Design Pressure(+/-p8Q 9G18.-A Q.0,;&.Q?_3116,6 71116';Fl�;'3L16-, cea.Trp.A Long Side 9n) 67:87 72 76 So 84 BB 1 02 98 100 104 108.718 32 +1001.1 0 +1001-120 +1 +1 -120 41 -1 t100/•12D +100.20 +1001-120 + - +100/-120 + -2 34 +0D- 0 +1 -20 r •120 r D - + 1.1 + . D +001-2 +10 -20 77661-126 + _ ♦ _1 �- LONG SIDE AmpLuZ .-I 38 +100/.120 +10-120 + - + - + -120 +1001.12 +1 -120 +1001-120 + -120 +1001.120 -;T972-0 20 30 + 1.120 +1001.120 + -120 +1001- +1001-120 +1 -1 0 rt001-117.2 +1001- +1001-112.8 +1 1-1 +1001.108.5 ii ! -��` 40 +1001.120 + - +1001.120 +1 .4 +1001.113.1 +00.112.3 x100/•1 rt -100 f10a•1IX7. +100- 1.7 +.98,4 %� SHORT PRODUCI'RBVI9ED 42 + + - + . + 01.11 7+00M09.2 + - . t + 8. -+7-WF- ♦ /i LONG SIDE �� wnlplyin89dDi1hdNlolide 44 +100-120 + •117. +1001.11. + -100.7 +1 1.1 +1001.100.3 + +14)33 +-1.1 +/49L0 j1� SIDE \\ ��` Building 48 + + - + +1001-104.9 +1 - .2 4/4)5.7 + .4 +/-90.1 +41. i1 f1a1lon DalW. - 62 48 + -115.4 +1001-11 + -108.1 +1001- 1. +1.96.8 + +l-0B.6 +-B8.50 ft - .2 r .6 +1 - +- + +-60.2 +•8.+10a-to9 71001- +1-1oD +- +/-91.3 ♦4). 54 +ioomm + -100.9 +l-96.5 --47-Wo- +1-69. 1 TABLE DIMENSIONS MAY BE oProduttConwl 58 +1 - +-s7. + ♦/-90.2 ORIENTED VERTICALLY OR 58 +1_910 .1-9T9- +_91 SHORT HORIZONTALLY AS SHOWN. 60 4t-ST- +/4IZ2 + .0 SIDE n 82 +/-94.2 ♦! 1 64 +1-92.2 + .9 a. 87-718 1 +1485.8 a tM-• TABLE 3: Maximum Allowable Anchor O.C.Spacing(In) o Gloss Type A '.8 72 76 80 84 ��ee e,On) 92 96 100 1o4 109,075 N n °1°0 0 C-4 Anchor Type- A 8 C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D O V -� N 90,.,, had e 2 2 a ? 2 2 12 12 12 1 12 12 12 1z 12 12 12 12 2 12 12 .12 12 12 12 12 1 12 12 1 12 12 12 2 12 12 12 U N� o •+fl n,a.S io,6 12 12 9:12,10.4 12' 12 12 10.2 12 12 12 10.1 12 12 12 10.0 11.9 12 12 99 11.6 12 12 9.8 11.7 12 +12 9.7 11.8 12 12 8.7 11.5 2 12 .8,8 116 12 12 9.5 1.3 12 12 Z LL r LL uma0 32 Short Side 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 s12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 LL Side 10,0 12 12 12 9.8 11.8 12 12 9.7 11.8 12 12 9.5 11.4 12 12 9.4 11.2 12 12 .3 11.1 12 12 9.2 11.0 12 +.12 8.2 10.8 12 12 9.1 10.6 12 12 8.0 1o.7 12.0 12 9.0 10.0 11.6 12 {1�]U X o0p Q 34 Shod Side 12 12 12 12 12 12: 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 X12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 F W m O Z OMO ng 9.5 11.4 12 1 9.3 1.2 12 2 82 11.0 12 12 9.1 10.8 12 12 9.0 10.7 11.9 12 88 10.5 11.8 12 8.8 10.4 11.0 x.12 6.7 10.3 11.9 12 6.e 10.2 11.4 12 8.8 10.1 11.3 12 8.5 10.0 71,2 12 0 Lu Y 38 Shod Side 12 12 12 12 12 12' 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 112 �12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 p O 'q 01 Lo Side 9.1 10.8 12 12 6,9 10,7 12 12 6,6 10.5 11.8 12 0.7 10.9 11.5 12 01.6 10.2 11.4 12 8.4 10.0 11.2 12 0.4 9.6 11.1.12 8.3 9.6 11.0 12 8.2 9.7 10.8 12 8.2 0.6 10.8 12 6.1 9.6 10.6 12 r Z D.Z �. Q LL Shod Side 12 12 12 12 12 12' 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 O 38 M 8.0 10. 11.0 12 8.6 10.2 11.5 12 8.4 10.0 11.3 12 8.3 9.9 11.0 12 8.2 9.7 10.9 12 8.1 9.8 10.7 12 8,2 0.7 10.9 12 8.3 9.8 11.0 12 8.4 10.0 11.1 12 0.5 10.1 11.2 12 8.6 10.2 11.3 12 Z m N 40 Shod Side, 12 12 12 12 12 12' 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Lo 8.5 10.1 11.4 12 8.3 9.9 11.1 12 8.1 9.7 10.8 12 8.1 9.6 10.8 12 8.2 8.6 10.9 12 8.4 9.9 11.1 12 8.5 10.1 1.3 12 6.7 10.3 11.5 12 8.8 10.5 11.7 12 Us 10.6 11.8 12 9.0 10.7 11.9 12 W UO 1e,a45 42 Shod Side 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 ® �`+ X n9 Side 8.2 9.8 11.0 12 8.0 9.5 10.7 12 8.0 9.8 10.7 2 8.2 8.6 11.0 12 6.4 10.0 11.2 12 8.8 10.2 11.4 12 8.0 10,4 11.7 12 0.0 10.7 12.0 12 9.3 11.1 12 12 8.4 11.2 12 12 O F 44 Shod Side 11.3 12 12 12 11.6 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 42 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 NOTES: W Lo 91 6.0 8.5 10.7 12 8.0 8.5 10.6 12 8.1 9.7 10.8 12 8.3 9,9 11.1 12 8.8 10.2 11.4 12 8.8 10.5 11.7 12 9.1 10.0 12 12 6.3 11.0 12 12 8A 11.2 12 12 0.0 11.4 12 12 U Z Shod 0 10.7 12 12 12 11.4 12' 12 12 12 12 12 12 12 12 12 12 12 12 2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 121)BUCK Z 71--35 _ 48 ons 9 7.8 9.9 10.4 12 6.0 8.5 10.7 12 02 9.7 10.9 12 B.d 10.0 11.2 12 8.7 10.3 11.6 12 0.0 10.7 12.0 12 0.2 10.8 12 12 0.3 11.1 12 12 9.5 11.3 12 12 SHOWN DIMENSIONS LL R' Q �• sod a 10,6 12 12 12 11.2 12 12 12 11.8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 SHOWN. O W Z N 48 Side7.9 9.6 10.8 12 8.1 9.6 10.8 12 8.3 9.8 11,0 12 8.61 10.1 11.3 12 8.8 10.4 11.7 12 9.0 10.7 12 12 9.2 11.0 12 12 9.4 11.2 12 12 2)FOR SIZES NOT W Q N w holt Side 10,4 12 12 12 11.0 12 12 12 11.7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 O SHOWN,ROUND UP TO x IL 50 Lang Side 8.0 9.8 10.8 12 8.2 9.7 109 12 8.3 9.9 11.1 12 8.8 10.2 11,5 12 6.9 10.5 11.8 1 9.1 10.8 12 12 9.2 11.0 12 12 D. 0 0_ Shod 81,18 10,3 12 12 12[114 12 12 12 11.5 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 THE NEXT AVAILABLE 52 ng 8.2 9.7 10.9 12 9.9 11.1 12 8.4 10.011.3 12 8.7 10.3 11.8 12 5.9 10.8 11.8 12 9.1 10,8 12 12 SHOR70R LONG egrl -se0"Vas 54 Short a 10.2 12 12 12 12 12 12 11.5 12 12 12 12 12 12 12 12 12 12 12 DIMENSION. Side B.9 9.9 11.1 12 10.1 11.3 12 0.8 10.3 11.5 12 0.7 10.4 11.6 12 8.8 10.8 11.9 12 3)FORall \ 1 (LYNN M,//1�7� Shod side 102 12 12 12 12 12 12 11.4 12 12 12 12.0 12 12 12 ARCHITECTURAL `. pa,.., „•,��F SB ARCHITECTURAL \ 1`�` 1GENSF '•.'9 rg 6 12 IDA 11.4 12 10.3 11.6 12 6.6 10.6 11.7 12 6.8 10,6 11.8 12 od a 10,1 12• 12 12 12 12 12 11.3 12 12 12 WINDOWS,FIND THE5B La B.7 10.4 11,7 12 10.6 11.9 12 89 10.8 11.8 12 SMALLESTWINDOW _ " 55705 80 od a 10.1 12 12 12 12 12 12 11.2 12 12 12 SIZE IN THE TABLE iq Sl 8.9 10.612.0 12 10.7 12 12 9.0 10.8 12 12 ABOVE WHICH THE _ ' Shod Side 10.0 12 12 12 10.8 12 12 12 OVERALL DIMENSIONS - ul Z 82 COMPLETELYFIT -•0 • Lo I B,1 10.8 12 12 9.1 10.9 12 12 WITHIN. ��• trAzvr- e 0 o D.9 11.9 12 12 10.5 12 12 12 42.01P. o 9.9 11.2 12 12 9.9 11.1 12 12 �'�'� '•.,FI.ORIOP,•'•�i��' L94 od a e.e 11.9 12 1z nA�61da9.6 11.4 12 12 11NB on 9.7 11.7 12 12 Lo S de 9.7 11.7 12 12 A.LYNN MILLER,P.E. P.E.#68705 00 a s malmmimi'm mc�mlm-mm a mama: am�z�' WEE ® � NEW".. jg ■ o »off-T-7112 mmmamrivmm 01 ®'' ----mm-mm-- '..'�: ��. .•it p��7�mmmmmmmmmm�mmfmmmm�mmmm i �1=a K=alCmEmlKEmmmU7fTmEmma Ammmmmmmmlmmmm�mmmmmm��mm i,... p��Q•�IS]��mmmmmmmmmmmmim�mmmmmm�mm �Q�l��m��mmlm�mml��mmmmmm�mmmmmmmm • • : O�l��m�m��m�mmmmmmmmmmmm�mm �� d��m�m��m��mmmmmmmmmmmmmmlmm��mm� •• . •• •- p�mm�m�m��m��mmmmmmlmm�mm�mmmmmmmmr '• ' s ■ llomomo;pomomopomomomomomwmomol mom_ momo - "rammmmala ®mmmoa mmmmm mem - -in K - ®�mm�mmmm®mmmmmmmmmmmmmm® �■�,�mmmmmmmmmmmmmmmmmmmmmmm��mmmmmmmmmmmmmmmm _ � ��mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm _ • . '�mmmmmmmmmmmmr�ammmmmmmmmmmmmmmmmmm��mmmmm ��mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm ��mmmmmmmmmmmmmmmmmmmmmmmm�m�mmmmmmmmmm�■mm ��mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm�■mm - ��mmmmmmmmmmmmmm�m�m®m�m�mmmmmmmmmmmmmmmmm �FmmmmmmmmmmmmmmmiIImmmmmmmmmmmmmmmmmmmmmmmm •�fl�mmmm®mmmmm�m�m�3m®m6®m�mm�mmm��mmmmm�m��mm .7mmmmmm®®mm®®mmmmmmm®mmmmmmmmmmmmmmmmmmmm OEL^�mmmmmmi�mfi�lmem®m�m�m�mmm��mm�mm�mmm��mm�� . ®m®mmm®® ®®®®m®®®mmmmmmmmmmmmmmmmmmmmmmm mm �i'�mmmm6�m®m®m�m�m�mQ�imm��mm��mmm�m��mmmm \ mmmm ��mmmmmmmmmmmm®®®®immmmmmmmmmmmm�m�m�mmm�� mm�m�m®miLAm�m�m�m�m�m�mmm m��mmm�mmmmmmm�m • o®®®�®®®�®�®®�®�®��mm��mmmmmmm��mmm�m�mm�mm • � mm®®®m®®®mmmmm�mmmmmmmm�mmmmmmmmmmmmmmmm .. , ®m®m�m�m�m�mmmmmmm�mmmmmmm�mmm�mm�m�mOEM ®mmm®m®mmmmmmmmmmmmmmmmmmmmmmmmmmm��mm�m mm�m�m�m��mm�mmm��mm��mmm��mm��mmmmmmm�m ' ' • m�mmmmmmmm�mmmmmmm�mm��mmm�m�mm��mmmmmmmmm _ "'o YNNA414 tS'uF�®m�m�mm��mm��m�mmmmm�mmmmmm��mm��mm ENSC MEM®MEMO ERE SIMM mm r�mm■mmm�mmm�t�m��mm�m��m��m •• , LUZ ®mm®mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm :•• ��E3�®m�mm��m��r��mmmmmmmm�m��mmrmm��m�m�� • • WE� �m�®mmmmmmmmmmmmmmmmmmmmmm�mmmmmmmmmmm�m ■�:'E�mm�mm�mm��m��mmmmmmm�m�m�mmm�mmm��rmm�� _ ��iilmmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm L ®__' i �6I•�ybak'a '" ®�YI1'+��W'•a��1YL.'��WCr ��(Y 'a.4'ilYL'i4�'tltlfJW�L.i� 1:1 tu��F.7�8Tt7�`'��iFi'�ii�NL�i76FS��7GF'.a��p3E1Z7000��F��8g7iC�fiG"1�]�'fiGl"G�'�cr7a z'�� i��7ac�acr:ai�g��•�i�E�©a«�k��QESb�Q6�k1iT3�F�fiCit3Y:] '�' 39��7�[:71EI9��iii' E:>•i�GiS�i��i�i��aryx:��ifiII��i��GiE'.•i&■®LFII':'76F3]�'•'T6Fs']QQ.3Yi]��sit��il� i��SCSlf�ea�:y�p�akkxs®Safi:�r:��[.�=ar;�•�r,,:bra•fiC:76�37��i,��i,� ., : - i:�p�:bl��akcx:a Q•rz!arrxi�yr�Q:Frr:*afk�� :; I;, �®�Gi¢ii��eirsr7arra�QkF7ar�[ni'�i,�i'�sii�i,�� .. •i GLASS TYPE D(7116"Lami.) 711W Lard.(3115'HS-.090-SG -3/11V HS ��3�i�:5l�ati:,r�Qrt[:ia[kzaQ:;r:?amn�i,�ii,��i,�� . r:, � :� ` ►�:,� i.Qrms"� MOM , MMIEM • . • ■ ci—mi •- • • - ��TrF75I7fClfC7fY�fE�IFlIGlir�fClfY�fY•�C�IC�fCIfY�fY�fi�fC�IYIfC!<C�iC�fY�iLlfl�fL�iC7fC�miL�flliL�fr�iC�fLlff�iC�fC�fY�fYlfYi • �err?rta[3llt�uE]fY�O��f©iA��7f�t7I7��fY�id37��®f6lft3l�m[6i7[31�mFb]<7�mEEl�i�ff�t�i��[F�� r • ®�L� ®mm® ®®®®m®m®mmmmiFllimm®iF�iClf©mfY16F�[F�ffliimmm®mmmmto LL ��®��®�nfifca�m®f�fu�mfarf��lmmf�f�mralf�f��lmfaafal�l�af�fa�m�farmmrarfarf�EmLLi _ EtTr[asraft�JfYlf©mff1O®mm�]®®mem®m�7[FJ • t�7^Ei [3]®®ffEl®®�fA®®Wf3!®��fkl®f3lff3�®GE7[]fl[Eli�[A[�EIfY� �i® [3lO® ' • • • � E,m,:�icaam�mf��mmica�mmmfwm�mf�a�r�mmff��immfjaimmmffa�mm�f��r�mf�mmira�,:f61U�i®[altl�iF�[E7�131m[d]it37m[3lOfalm falVmf37t1Om�]Oimta][b�Om[31iifY#- _ • f��®®u�m®®fpm®® ®mmff� r�m[f��mmf�®mmf��mmf�m®m • •_ ��F3�p0iiif37f�[31i�ra7tal[Fllf7OtaliFl[30�mmfbl�mm[dlOmm[d]Di®[it7�OfYl[Ai3rKMWA:: • ��s7�r�^.r��ifSl®m[37®®®[I31m®mlI�iF�®®fId9�®m iLdl��®�®mm®mmm®[F�®®iF�®®m ��mm�ra�f�mf�ra�mmf�owmfa �[wmfa��u�mf�oefm�oom��um�r��m ' ��-��fu�mmwf�mmus�f�mmir�m�mira�m�m ira��mmfuamm�lffE�mmmm�mm�amm� ��faEr�mmmmmmf�mmmr�ommfalum®fa�ommm�mmmaommmmmr®mmm ��:�m®mmmf�mm�ua�mmf�m�mic��m�mmm�mmm®mmm�®m®gym®m � �" ��r�mmmf��fa�m�r�fa�mr�o�mra�o�m[a�o�mfa�r:��mira�m�mr��mr�isi��a • �r•�mm � metra�raim�ran�mu��fa�m�owm�ofa�m�mf�m�mf�m®�r�m�mi� - �•F� «�aaafraifr�mRAfMMOMUL 91m Lu rJr mRURU, f mmirarmmmf mmm��ii�iii ��fa�ra��mf�f��mfai��mfaio�mfa�o�mra�f��mra��m�mmm��ii�imi \ - mWfI33�]WARafm"AWAF MIM) ■ tra��farm��fa�m�ra� mo�oevm��mmrtimmm� �m�iiiii��m�iim � mfa�f�mra��mr�f►a�mmmfimm®f37Li&]mmff'dlmf©m��i��i�� , �i�iF�f�IrLliSl[Y�l•3fuf37m��[�m��iF��fY��ii_i�_i_ _i��ii� _ mt.��[rra�3�lldJiLbl®��fim®t8[�iF�m�[i6J�®�Cii��ti��ii�iii��i��ii • L41S�mfZ] fF�[37�LUWA[ mmmit"mmi •- �E�]]�FAt31[C�]®[�7i[d7®®�Q31�®�r�iii�i��i�iii�iri��iiiiii • ra�Slral[dlfY�f �[�fYJ�� [F��imiiimii�ii�iir�iii��ii�iii �E'LYE]C7F6rldl ��[Felllf3l[�iP�L•!]iL'k�if�lfY��iiiii�ii�iii�ii�iiil•�iiiiii E1[L�L37fEllElm[37mmmf37f mm�i�iiiii��ii�iii�iii��ii�iii • •• ��w:F�Q7mmm[Ilmm®�iii�i�iii�iim�i��ii�ii��iisiiii - �.45�[Elmet[F�f�lf��6�iiii�i�iii�ii�ii��ii�iiiiiiiiiii � • ��'•��r!��m®iiii�iii�i�iiiii��ii��ii�iii��iiiii • • TYP D 4 - LAS TABLE 7:(cent.) G7l16SLaml(3l1671HS L 090"SG Maximum Allowable Anchor O.C.Spacing(In) -3116"HS Class Typo D B E Long Side On) 108.718 112 118 120 124 128 192- 140 144 144.718 GLA"HS-.0 E 11118"B"HSIG) 3/18"HS-.090°SG-9178'HS A.hw Typ-- A B C D A B C D A j�1212 A B C D A B C D A B C D A B C D A B C D A B C D A B C D -7/10 Air-3116"T Short S o Lon Bids 7.3 8.8 12 8.6 B.6 12 .4 8.7 8.7 2 7A 6.7 9. 2 7.9 6.8 8.8 2 7.3 B.8 9.2 10.9 WT.2 12 9.2 10.b 12 32 Sort Side 1 2 12 ,12 12 2 12 t2 7 12 12 1 12 12 12 12 2 2 12 12 RODUCTREVISBDLon S 7 B. .2 12 7 9,2 12 6.2 9.1 8.2 8.1 8.1 B 1 17.3 1 �y complyle6 x1W the Florida Son Side 12 12 2 2 12 12 12 112 12 12 12 12 12 1 12 12 12 2 2 12 2 12 Dun I C N 5" 34Lo SWO 6.9 a .1 B. B. .9 B. 2 son !de 12 2 12 12 12 t 112 1z 1 2 2. 2.0hep Da6.8 1 . 1 2 .8 0 .3 1. 2.038 a ds12 12 12 12 12 2 12 12 12zi side 7.7 9 1z .8 B Pr nct 0011 40 Shog a 12 12 12 1 5 8. 7. 1 FE rr 1-1116'NOM. 1.1116"NOM. GLASS STACK GLASS STACK 7116"LAMINATED I I I 7116"LAMINATED J 7r16"LAMINATED -4 GLASS STACK I GLASS STACK - GLASS STACK 311 B"ANNEALED GLASS .09D'PVB INTERLAYER 31D HEAT ,7118"AIR SPACE M 7118"AIR SPACE STRENGTHENED GLASS r 3118"HEAT 3118'TEMPERED W Y .090'SG INTERLAYER 3116"TEMPERED'GLASS 3/16"HEAT .090"PVB INTERLAYER ] C_4 =31STRENGTHENED GLASS 3116"HEAT ---GLASS d' LASS O 3116"ANNEALED GSTRENGTHENED GLASS O g STRENGTHENED GLASS 9 0 • >- � woe O 6 3 6 3 6 O3 C)N 0. 2 718' 2 718" 2 OJ m rn M o ,1 GLASS 8 GLASS O 4 GLASS 8 Z ILL LL .xBp EXTERIOR BITE EXTERIOR BITE EXTERIOR BITE 5 U X ui r Q u a 0 0 �� 0 Li I W- O.� cd0 LOON 1 F7= ��3��a 192 90 * z 10 16 a.z1� 7ovr7 to �GL`1 SS_TYPE A GLASS TYPE B '� GLASS TYRE Cw , 5 m OPT PT PT ® LL J (n 1.1)16'NOM, LLIa z ��------------.�� GLASS STACK 7116"LAMINATED 7/18'LAMINATED t� a Z5 GLASS STACK GLASS STACK -"I I- N z .091Y°SO INTERLAYER ED GLASS 7116"AIRSPACE g d STRENGTHENED GLASS 3118"HEAT .090"SG INTERLAYER GLASSTEMPERED d Ur 3116'HEAT STRENGTHENED GLASS 3/16"HEAT x111 •asap sones STRENGTHENED GLASS • STRENGTHENED GLASS 9 11 1j J.� \,111 1j71/ 6 3 6 3 \\��oN� LYNN..flzl. 718" (nI�I 2 71B" 0 6 2 ��a�,' �CENS ` GLASS LI 4 GL As BITE S LLLL P ••' /� EXTERIOR BITE EXTERIOR Yt Nn.58705 _ GLAZING NOTES: - 'A"=ANNEALED ��Q fj 1Y LY 'HS'=HEAT STRENGTHENED 1 0 ,'0 '• GJ �s ul= "I"=TEMPERED 1 O ❑ %� S ATEO• ,•�"14/'_ "PVB'=DUPONT.090°BUTACITE PVB 10 10 Pr 7 OPT 7 OR., "SG* "SG"=DUPONT.090°SENTRYOLAS FOR COLOR-LAMINATED PVC,THERE SHALL BE • 0 GLASS TYPE D GLASS TYPE E �1,,1j NA7111` ND LAMINATE,ADHESIVE,RESIN OR BONDING AGENTS INSIDE THE GLAZING POCKETS.SEE oar 05PT A.LYNN MILLER,P.E. SHEETS FOR LAMINATE LOCATION. REN 68705 2X WOOD BUCKSTRIP —�{ EMBEDMENT EDGE OR FRAMING,SEE I f` DISTANCE � NOTE 2,THIS SHEET EMBEDMENT 1%WOOD BUCKSTRIP, OPTIONAL 114.MAX SEE NOTE 2,THIS SHEEP ADD-ON SHIM TYP.ANCHOR TYPE,EMBEDMENT AND FLANGE EDGE DISTANCE PER SUBSTRATE, EDGE (ALL SIDES) C D EMBEDMENT % ,..et SEE TABLE S.THIS SHEET ° DIBTANCE �_. EDGE J ' Rwrop{y�1OB�wtVIS�Dlodda' DISTANCE IML ,t ullding ock c cccplonoN . MAX SHIM a�� ad Daw SHIM D TYP.ANCHORTYPE, (rI'+�1I [tONIa OODV EMBEDMENT AND EDGE U �W DISTANCE PER SUBSTRATE, �Q , SEE TABLE 8,THIS SHEET O EXTERIOR � � CONCRETElCMU , -U�� z PER ANCHOR VISIBLE LIGHT WIDTH= > INSTALLATION REQUIREMENT WINDOW BUCK WIDTH-3-518" & CONCRE7FJCMU METHODS/SUBSTRATES WINDOW SUCK WIDTH PER ANCHOR C0 SHOWN MAY BE REPEATED REQUIREMENT Y FOR ALL FRAME SIDES. TIP-TO-TIP WINDOW WIDTH-BUCK WIDTH+1 N •noa WINDOW 1/4'MAX.SHIM ---{ HORIZONTAL SECTION A-A } to n e� O N BUCK I U NN• a N HEIGHT 0O ch TIP-TO-TIP Z LL W LL TABLE 8: =L WINDOW Min.Edge U U X N � HEIGHT= Group Anchor Substrate Distance Min.Embedment UI Z 00 O BUCK VISIBLEall HEIGHT+1 LIGHT ~ d O Z n A 3116' Steel Ullracon Ungrouled CMU,(ASTM 690) 1' 1-114' o wj Y HEIGHT= #10 STEEL 0 00 0) P.T.Southam Pine 90=0.55 9116° 131e' Z Q.Z O 03 WINDOW SELF-DRILLING SMS #10 Sheet Metal Screw, W BUCK (G5),SEE TABLE 8, r Alumtnum,6083•T5 min. 3/8' 0.050" ❑ 0 I+r1� B Steel(05),410 SS or q3g Steel 316• 0.035' HEIGHT• THIS SHEET Lnl� 10.8 SS Z 3S/8' Steel Stud.Gr.33 min. 318' 0.035°20 Ga' � Z 3116'Steel UAtracon Grouted CMU ASTM 690 2-1/2" 1314' in �; I--. laays O 6. 1/4"Steel Ultraeon Un routed CMU ASTM 6g0 1' 1.1/4° ❑D❑ EXTERIOR "'- 3/18'Steel Uftracon Growled CMU,ASTM 690 2-1/2' 2.114° LL - MIAMI•DADE APPROVED MULLION Controls min 2.86 kel t" 1318' W Z (SEE SEPERATE NOAy,ALUMINUM, i., Grouted CMU, ASTM 680) 2.11Y 13/4" W olaaS TYP.ANCHORTYPE, '� _ EMBEDMENT AND EDGE STEEL FRAMING OR STEEL STUD. i 0,. 1/4.,�91ee1 l'Jlfrac6n Concrete min 2.85 kel 1' 1-ale° U. a. Z DISTANCE PER SUBSTRATE, SEE SUBSTRATE PROPERTIES, - J U roofed CMU ASTM 690 2-1/2" 1-114' W' W c D SEE TABLE 8,THIS SHEET TABLE e,THIS SHEET 114'410 99 CreteFlex U routed CMU,ASTM 690 1.314" 1.114" � ZU' � Concrete min.2.85 ksl 1.314' 1-1/4° g W 114'MAX SHIM '_MI -OF 3 THREADS BEYOND THE METAL SUBSTRATE. Q. D_ en!1 'asap saua5 u T INSTALLATION NOTES: 1YNNr } 1X WOOD BUCKSTRIP, `��UN'�"....•'/Y!/L( '�� I SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHOR$LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ; �� t;ENSC--' •�� v 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112'.1X WOOD BUCKS ARE ••it % F'8105EMBEDMENT CONCRETE PER OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS"2X'ARE 1-1/2'THICK OR No. ANCHOR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING '' ••�• REQUIREMENT JURISDICTION.WOOD BUCKS SHALL BE SECURED PER CURRENT FBC. EXTERIOR •a 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 'p•' S rpTE F ��. aI EDGE• 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. � �� '•.FLORIUP•' C7\�•\ I� DISTANCE �;S�ONA� VERTICAL SECTION B-B A.LYNN MILLER,P.E. P.E.#58705 I 2X WOOD 13UCKSTRIP CONCRETE/CMU EDGE OR FRAMING,SEE PERANCHOR EMBEDMENT DISTANCE —' NOTE 2,THIS SHEET REQUIREMENT EMBEDMENT e TYP,ANCHOR TYPE,EMBEDMENT AND SEE WOOD BUCKSTRIP, NOTE 2,THIS SHEET 114'MAX EDGE DISTANCE PER SUBSTRATE, EDGE EMBEDMENT 1 SHIM SEE TABLE B,THIS SHEET DISTANCE 1 Iy EDGEde •:a •� ilU::UC. : • i'i:7 DISTANCE icmuplyindl'luri uildio9 Co".d. .ceplonro 1/4'MAX Q Dau:! 0 D SHIM TYP.ANCHORTYPE, EMBEDMENT AN E EDGE DISTANCE PER SUBSTRATE, W SEE TABLE 8,THIS SHEET t °•r- 0 EXTERIOR O❑D �ryy e" VISIBLE LIGHT WIDTH= i INSTALLATION =` WINDOW BUCK WIDTH-35/8' METHODSISUBSTRATES ;"S� WINDOW BUCK WIDTH M SHOWN MAYBE REPEATED _'� CONCRETE/CMU r " `1 FOR ALL FRAME SIDES. /•' PERANCHOR UJ G i Asa FLANGE MAY BE REMOVED HORIZONTAL SECTION A-A REQUIREMENT FORALL FRAME SIDES. ❑ N p }to n slop O WINDOW BUCK 1/4'MAX.SHIM - ►I Is j;� '' N HEIGHT O LL N J Od g �j TABLE 8: e Z LL U cc =LL N Min.Edge 00 VISIBLE Group Anchor Substrate Distance Min.Embedment F Z co O z aMp LIGHT A 3116'Steel Ultrecon Ungrouled CMU,(ASTM G90) 1' 1-114' wj HE = 910 STEEL o O O rn P.T.Southam Pine SG=0.55 9118' 1.318" WINDOW SELF-DRILLING SMS o NiO Sheet Metal Screw, Z D.Z .� O LL BUCK (G5),SEE TABLE B, �``� B Steel(G5),410 SS or Aluminum, Steel60M-5 min 318' 0.035 ' Z O_ HEIGHT- THIS SHEET l 11 l A36 Steal 318' 0.035" 3.518' I I 18.8 8S Steel Stud Or.33 min. 31W 0.035' 20 Ga• r n 3/16°Steel Utracon Grouted CMU, ASTM G90 2-1/Y 13/4' m ❑ 1aa,rs O C 114" Steel Ultracon U routed CMU ASTM G90 1' 1-1/4' ® lL Q p E= Grouted CMU, ASTM C30 2.1/2' 1 2-1/4' `" LL EXTERIOR 3/16'Steel Nlracon Concrete min.2.85 ka 1' 1318" W Z Z TYP.ANCHOR TYPE, MIAMbDADE APPROVED MULLION ID Grouted CMU, ASTM C-90 2-112' 13/4' j O aN,s EMBEDMENT AND EDGE (SEE SEPERATE NOA),ALUMINUM, D 114' Steel Ultrecon Concrete min.2.85 ker 1' 13/8' U rouled CMU LASTM G90 2.1/2" 1-114' O W J N DISTANCE PER SUBSTRATE, STEEL FRAMING OR STEEL STUD. J D SEE TABLE B,THIS SHEET SEE SUBSTRATE PROPERTIES, Ungrouted CMU ASTM G90 13/4' 1.1fA° Q N TABLE 8,THIS SHEET 1/4'410 SS GeteFlex Concreto min.2.65 kei 1.314" 1.1/4" V 0 ❑ •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. D. W d S1/4"MAXSHIM elpl 'asop sauas 10=6 Lr' ,`,1111111111/// INSTALLATION NOTES: �� ply LYNN \ 1X WOOD BUCKSTRIP, �F SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. \ vlCEN EMBEDMENT CONCRETE PER 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE Jr;• No.50705 OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS'2X-ARE 1-1/2'THICK OR • ANCHORGREATER.INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO 8E ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �'�� • REQUIREMENT JURISDICTION.WOOD BUCKS SHALL BESECURED PER CURRENT FBC. ; D .G w, EXTERIOR 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '?� STATE F �� `ALJ ••EDGEe �'C� FLOR1n�':•' `r DISTANCE 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. /'�'�5•S•��NA��i', "1/1111 1"j11111111 VERTICAL SECTION B-B A.LYNN MILLER,P.E. REN 58705 2X WOOD BUCKSTRIP 1/4"MAX EMBEDMENT EMBEDMENT EDGE OR FRAMING,SEE SHIM DISTANCE NOTE 2,THIS SHEET 1X WOOD BUCKSTR(P, EDGE OPTIONAL . . ,..e SEE NOTE 2,THIS SHEET DISTANCE ADD-ON TYP.ANCHOR TYPE,EMBEDMENT AND FLANGE EDGE EDGE DISTANCE PER SUBSTRATE, (ALL SIDES) '« EMBEDMENT DISTANCESEE TABLE S.THIS SHEET AA J ••p n II u v PRODREVISED as compLving the Nlarde Building Cod* o AcccplaM No. 114"MAX (� Q IIIWWDa1c (] SHIM By D TYn P.ANCHOR ['�pt(dct Ootro EMBEDMENT AND EDGE >-•,• I �� I DISTANCE PER SUBSTRATE, CONCRETE/CMU SEE TABLE B.THIS SHEET ❑ . PERANCHOR REQUIREMENT EXTERIOR C� .NCR' .11 O 0 COETE/CMU VISIBLE LIGHT WIDTH= PER ANCHOR ; INSTALLATION WINDOW BUCK WIDTH-3.5/8' REQUIREMENT - METHODS/SUBSTRATES SHOWN MAY BE REPEATED WINDOW BUCK WIDTH FOR ALL FRAME SIDES. TIP-TO-TIP WINDOW WIDTH=BUCK WIDTH-11 N U) •nay WINDOW 1141 MAX.SHIM --•{ HORIZONTAL SECTION A-A } °0 I BUCK HEIGHT OJ c+r -� N j M_j G tg O ZLL �LL C) wxwd TIP-TO-71P TABLE 6: =111 (- WINDOW B70 STEEL HEIGHT= Min.Edge U U X N Q BUCK VISIBLE SELF-DRILLINGSMS Group Anchor Substrate Distance Min.Embedment W Z O HEIGHT*1 LIGHT (G5),SEE TABLE 8, o m Y Z aNn HEIGHT= THIS SHEET A 3116'Steel Ullrocon Ungrouted CMU,(ASTM 490) 1' 1-114' r O O WINDOW N10 Sheet Metal 3orew, P.T.Southam Pine SG-0.65 9116' 13/8' Z D_Z O BUCK B Steel(G5),410 SS or LL Aluminum,8063-T5 min 3/8' 0.050' z 0 (� A36 Steel 316' 0.035.7— HEIGHT- co 3.5/8" 18.8 SS Steel Stud Or.33 min. 318' 0.035' 20 Gal' ryryryry'''T777 C 3116'Steel Utracon Grouted CMU ASTM 490 2.112' 1314' W laeys �a 1/4' Steel Udracon U routed CMU ASTM 490 1" 1-1/4' ® Z GmNed CMU, ASTM 490 2-1/2" 2-1/4' " LL O W 3118"Steel Utrecon Concrete min.2.85 keil 1" 1318° W H- Z TYP.ANCHOR TYPE, F. ' Grouted CMU, ASTM C-90) 2-1/2' 13/4" EMBEDMENT AND EDGE ❑D EXTERIO D ;4416D tool Ultrecon Concrete min.2.85 kei 1' 1-316" LL Of e{un O� DISTANCE PER SUBSTRATE, MIAMI-DADE APPROVED MULLION JJ�� routed CMU ASTM C-90 2-112° 1.114" O W SEE TABLE 8,THIS SHEET `J U rouked CMU ASTM 48D 1.314" 1-1/4" UJ Z N (SEE L FRAMING OR S ALUMINUM, 68 CreleFlez L) IUJ x STEEL FRAMING OR STEEL STUD. Concrete min.2.85 ksf 1314° 1-114' O a Z SEE SUBSTRATE PROPERTIES, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. p- 0 1/4"MAX SHIM TABLE 8,THI3 SHEET afll} -ose0 seuc5 o \`tt{1111111r1j J INSTALLATION NOTES: IX WOOD BUCKSTRIP, �� (l��`l r SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTEDON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ``\a��',,'�tCENSS � � •• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"IX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112".1X WOOD BUCKS ARE = � No.58705 � OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS'2X'ARE 1-12"THICK OR' X: EMBEDMENT CONCRETE PER ••`-J"- ANCHOR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED 13Y OTHERS OR AS APPROVED BY AUTHORITY HAVING y'[ FLANGE MAYBE •,s• REQUIREMENT JURISDICTION.WOOD BUCKS SHALL BE SECURED PER CURRENT FBC. (S REMOVED FOR �QC IY_ ALL FRAME SIDES. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. S`TATC 0• '.�� EXTERIOR .EDGE ��` .,FLORIOP,' DISTANCE 4,IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. i `SS/OfV A� VERTICAL SECTION B-B A.LYNN MILLER,P.E. P.E.N 613705 TABLE 8: Item PGT Description Material # Part# 1 6304 Frame Head,SIII&Jamb Rigid PVC 2 8345 Installation Fastener Cover Rigid PVC m 3 8326 Glass Beading Rigid PVC 4 71752K Setting Block,1/8"x 7/16"x 4° Neoprene,Duro.85+/.5 PRODUCTReVISEU 5 8343 Optional Add-on Fin Rigid PVC i1di PI ng Cogdrrh dm Ftodd° 6 Slkeflex 5521GE 7700 Backbed. 0C°P°1C0N01+3� ZpZ� Itarl Dat° 7 18523 IN&Filler Neoprene,Duro.85+/5 BY 9 62870 Quanex 7/18"SuperSpacer Foam EPDM w/Desslcant POddc9Oca 10 8344 loptionall Add-on Flange Rlgld PVC FLORIDA-BRONZE LAMINATED&WHITE RIGID PVC EXTRUSIONS BY L.B.PLASTICS, ' INC,ARE TO BE LABELED WITH AAMA EXTRUDER CODE,EXTRUDER NAME,CITY, N STATE AND MDCA REQUIREMENTS v n 3.250" .625" M I Y MITERED FRAME WITH INTERIOR j N U) •neS AND EXTERIOR FRAME WELDS '- j .060' ❑ '- �-LD oto° 0 CNI 2.287° a0 �2j 1 � .85V .150" 0;; A n c�`7 L� ' OJ t•T o .r J a Z LL `LL �mw0 Sc .500'.075" 2 LL 0 Xy d COLOR-LAMINATE F-Z m O z OMO OFRAME HEAD, c p 0 SILL&JAMB Z D:Z .. O LL #8304,RIGID PVC z O U.1iee4S� ,.772• _I� � 0 Si � F LL .515' •080" .985" W m Z -51 ❑ elms .250" .080' O _ Q co ✓✓ MONO&I.G. w LU 00*CORNER O INSTALLATION O N FRAME ASSEMBLY 2 FASTENER COVER 3 GLASS BEADING U CL Qom. d #8345,RIGID PVC #8326,RIGID PVC a �se0 s°uaS n1 goo. ►� NOTES: L-yll-- .06D" ��:,.•'�,�CF.NSE••,F'P ao .060• 1.FRAME HEAD,JAMBS AND SILL ARE EXTRUDED RIGID PVC LINEALS.ALL CORNERS ARE 1.378" .198' -�1 No.507D5 MITERED AND WELDED. 1 ,062• }_ - ix 2.ITEMS k5&910,ARE NONSTRUCTURAL,ADD-ON PARTS.MASONRY FLANGE MAY BE -�MTl j"pJ�IIJ/EXTRUDED INTO FRAME AND CAN BE SCORED AND REMOVED PER INSTALLATION DETAILS ON OPTIONAL OPTIONAL � TOSHEETS 7&B. ADD-ON FIN ADD ON FLANGE F�pR,DP•'JG~�: RIGID PVC RIGID PVC #8344, IONA�- FOR COLOR-LAMINATED PVC,THERE SHALL BE #8343, ,,,,111 I i 11� NO LAMINATE,ADHESIVE,RESIN OR BONDING AGENTS INSIDE THE GLAZING POCKETS.SEE A.LYNN MILLER,P.E. SHEET 0 FOR LAMINATE LOCATION. P.E.#68705 MIAMI-DADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy P+1fTxnaUst>�i 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being .issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DEsc-MP OTIOTI Pl:FSeries 1121�TM'271.OM"P-VC Horizontai Rolling V indov APPROVAL DOCUMENT: Drawing No. 08-00882, titled "2LT BR2710M PVC Horizontal,Roller Window- LMI- 741/4" x 63114", sheets 1 through 6 of 6, dated 10/27109, with revision D dated 05/20/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 and renews NOA No. 11-1114.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. �li1QA To:1S OS2823 MIAMMADECOUNTY EXViY tion Date:-�Decemlie , 20 f�f Approval Date: July I6,2015 r ! Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 09-1210.08) 2. Drawing No. 08-00882, titled"2LT HR2710M PVC Horizontal Roller Window-LMl - 741/4" x 631/4", sheets 1 through 6 of 6, dated 10/27/09, with revision D dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of 2LT HR-2710 PVC horizontal roller window,XX configuration,prepared by National Certified Testing Laboratories, Test Report No.NCTL-210-3635-1, dated 04/14/09,re-issued on 09/17/09 and revised on 05/05/10, signed and sealed by Gerard J.Ferrara,P.E. (Submitted under NOANo. 091210.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014), dated 06130/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E, MATERIAL CERTIFICATIONS - 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12111/16. 2. Notice of Acceptance No. 12-0420.01,issued to L.B.Plastics,Inc.for their"Florida Bronze Color Laminated White Rigid PVC Exterior Extrusions"dated 12/06/12, expiring on 12/30/15. 3. Notice of Acceptance No. 10-1208.02, issued to L.B. Plastics,Inc.for their"White Rigid PVC Exterior Extrusions".dated 12/30/10,expiring on 12/30/15. Wam N1an ez,P.E. Product Co trol 1 aminer NOA -0528.23 Expiration Date: December 23,2020 Approval Date: July 16,2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense'Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property--Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC Ste Edition (2014), dated 05/22/15,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and of independence, dated 05/22/15, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Letter of Adoption of as his Own, the York of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 111114.10) 4. Laboratory compliance letter for Test Report No. NCTL-210-3635-1, issued by National Certified Testing Laboratories, Inc., dated 04/14/09, re-issued on 09/17/09 and revised on 05/05/10,signed and sealed by Gerard J.Ferrara,P.E. (Submitted under NOA No. 09-1210.08) G. OTHERS 1. Notice of Acceptance No. 11-1114.10, issued to PGT Industries for their-Series "2LT HR-2710M White PVC Horizontal Roller Window - L.M.I." approved on 02/09/12 and expiring on 12/23/15. Manue Pc• z,PIE. Product Control xami er NOA No.15- 8.23 Expiration Date: December V,2020 Approval Date: July 16,2015 E-2 74 1/4" MAX. UNIT WIDTH REVISIONS SEE 4 ANCHOR REV DESCRIPTION DATE APPROVED CLUSTER DETAIL SHEET 12" 1 TYP. HEAD & SILL D UPDATED TO FBC 5TH ED. 05/20/15 JR 6" MAX. ____� MAX. 6" MAX. TYP. /{ NOTES; 2 1)THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6" MAX• 2)WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS j/ THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8" TO 3)UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 6 FOR APPROVED GLASS TYPES. LOCK 4)APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND—BORNE DEBRIS REGIONS. 59 9/16" 5)SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LCAD BEARING SHIM. SHIM WHERE MAX. O.C. PANEL 12 3/4" j/ j/ j/ MAX. SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". HEIGHT 6)ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X 55" 63 1/4" INSTALLATIONS. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. MAX MAX: LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. WOOD BUCKS UNIT ARE OPTIONAL, UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS (WHEN X I X HEIGHT HEIGHT USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR B ARCHITECT OF RECORD, (AOR) 2 F — — — — — 7)FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCKS, USE #8 WOOD SCREW MIN. / B" TO GRADE 5 WITH SUFFICIENT LENGTH TO ACHIEVE A 1-3/16" MIN EMBEDMENT INTO /, SUBSTRATE WITH 13/16" MIN. EDGE DISTANCE. / LOCK ///�% 8)'FOR 1NSTAL•I11T10N"TFiROUG 1'X OOD LICKS INTOCMU%MASONRYrUSEe3%16111'J� —� TAPCON.ANCHOR WITH SUFF,iCIENT LENGTH TO�-ACHIiE�A'=1 1/4'MIN (EMBEDMENT 1NTO SUBSTRATE_-WITH 2-5/8"' MIN.; EDGE.-DISTANCE 6" MAX. 9)FOR—ANCHORING—INTO—METAL_FRAMINGUSE #8 TEK MIN. GRADE 5 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN 5" TO WEEP SLOT WEEP SLOTS ELEVATIONS AND INSTALLATION DETAILS. 31 3/4" MAX. D.L.O. 36 1/4" PANEL WIDTH 1.5" x .140" 10)ALL FASTENERS TO BE CORROSION RESISTANT. 2 7/8" TO TYP• 11)INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR WEEP SLOT 2LT HR271'OM PVC MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN ROLLSUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: HORIZONTALER WINDOW EXTERIOR A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 RIORIEW B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, NORMAL WEIGHT CMU MIN. 4" MAX. 4" MAX. WITH I 112"SILL RISER ITEM#34 2000PSI STRENGTH. DESIGN.P_RESSURERATINO 1MPAcr44TING D. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 4" MAX. 4" MAX. 12)ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE +6� DOIPSFL;4RGEANOSMALLL PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1,6 WAS USED FOR M?65.0ESF MIS ISLfI PAG WOOD ANCHOR CALCULATIONS, 13)FRAME MATERIAL: EXTRUDED RIGID PVC .075" THICK. SASH MATERIAL: EXTRUDED RIGID PVC .070" THICK. 14)REFERENCE L.B. PLASTICS, INC NOA'S FOR FLONDA—BRONZE COLOR LAMINATED BY GRAFCO INSTALLATION & WHITE RIGID PVC `" ANCHORS SEE NOTES 7, 4ANCHOR CLUSTER DETAIL LPRp PGT INDUSTRIES ;`�o�'� ��F�''� 8 AND 9 TYPICAL HEAD AND SILL b@eFln,;dn �� ,•�VCENSF '� SHEET 1 1070 TECHNOLOGY DRIVE Q2:' 7c TABLE OF CONTENTS NOKOMIS, FL 34275SHEET NO. DESCRIPTION �� 2LT HR2710M PVC HORIZONTAL ROLLER WINDOW LMI l!�...pp�� c1 ELEVATION, ANCHORING AND NOTES :' 74 1/4" X 63 1/4" _�' W/�136►j �`ELEVATION, ANCHORING AND NOTES Qg117ATEov2 BILL OF MATERIALS AND CROSS SECTIONSDye; DwcNo. REV %T�.'••FLORty• 3 — 5 INSTALLATION DETAILS TJH 08-00882 D S3 6 COMPONENTS AND GLAZING DETAILS S NTS DATE 10/27/09 S" 1 OF 6 /A LP . SE7b��VV PARTS LIST REV>SiONs NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED 1 8301 FRAME HEAD LB PLASTICS INC. RIGID PVC D UPDATED TO F9C STH ED. 05/20/15 JR 2 8303 FRAME SILL AND JAMB LB PLASTICS INC. RIGID PVC 1 3 16 3 8343FIN ADAPTER LB PLASTICS INC. RIGID PVC 31 CENTER OF INTERLOCK 13 12 32 4 VB51F34F-4 HEADER POCKEF INSERT EASTERN METALS ALUMINUM 6063-T6 2 21 6 11 27 10 15 7 21 28 34 16 5 8306 SASH HORIZONTAL PLAIN LB PLASTICS INC. RIGID PVC 4 O 6 8305 SASH VERTICAL PLAIN LB PLASTICS INC. RIGID PVC ��d 20 7 8308 SASH INTERNAL INTERLOCK LB PLA57IGS INC. RIGID PVC B 8 VB51F34F-5 SASH POCKET INSERT EASTERN METALS ALUMINUM 6063-T6 14 C3 9 8307 SASN EXTERNAL INTERLOCK LB PLASTICS INC. RIGID PVC o �� ❑ ❑ INTERIOR =rvj 10 8321 SASH 5/16" PLAIN BEAD LB PLASTICS INC, RIGID PVC 25 ❑ LJ3...iJ�� L❑ I�� 11 8320 SASH 5/16°LIFT BEAD LB PLASTICS INC. RIGID PVC ❑ �� ❑�« t_] a ��❑ 12 8325 SASH 7/8-PLAIN BEAD LB PLASTICS INC. GID VC (� y �O / R! P 27 d� Q DLA D D❑ 13 8324 SASH 7f8" UFT BEAD LB PLASTICS INC. RIGID PVC 14 ST10078 16GA SASH REINFORCEMENT HYGRADE GALVANIZED STEEL 15 ST1007B 14GA SASH REINFORCEMENT HYGRADE GALVANIZED STEEL INTERIOR 16 2NB-8K-018 RIGID FILLER .797" FRANK LOWE NEOPRENE 18 ( MASONRY L21 FL 1221 ROLLER TRACK EASTERN METALS ALUMINUM 6063-T6 FLANGE 18/16GCCL SCREEN CLOTH PHIFER WIRE FIBERGLASS EXTERIOR 3 10 12 21 25 26 23 9 18 22 WA2L WEEP COVER PREFERRED ENG, NYLON HORIZONTAL CROSS SECTION G23251NW WEATHERSTRIPPING FIN SEAL ULTRA FAB POLYPROPYLENE 22 t�D Q �� 34 2 G23321NW WEATHERSRTIPPING FIN SEAL ULTRA FAB POLYPROPYLENE CONSTRUCTION NOTES: 22 VB51F34F^3 SCREEN FRAME EASTERN METALS ALUMINUM 6063-T6 21 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID PVC LINEALS. ALL CORNERS 666............��...��LLL111 ARE MITERED AND WELDED. 23 VB591FB5-3 SCREEN CROSS BAR EASTERN METALS ALUMINUM 6063-T6 ❑ ❑ ❑ 30 2) BOTH ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE EXTRUDED RIGID 24 SIKAFLEX 552 GLAZING COMPOUND SIKA POLYURETHANE PVC LINEALS AND UTILIZE A STEEL REINFORCING CHANNEL, ALL CORNERS ARE 25 FP-50-1608 SCREEN SPLINE PROTOTYPE PLASTIC BSA TPE 5 17 MITERED AND WELDED, 26 SKO1-3014-02 SASH KEEPER INTERLOCK USA ZINC D 3) ITEM #3, FIN ADAPTER, IS A NON--STRUCTURAL ADD-ON PART, 27 IMPACT GLAZING SEE SHEET 6 17 � 4) MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO 28 5500-000-G2 SASH LOCK INTERLOCK USA ZINC EXTERIOR ❑ 5 A MASONRY APPLICATION FLANGE MAY BE SCORED AND REMOVED BEFORE 2 29 NCRWOH-042 TILT LATCH LPs ZINC INSTALLATION. SEE INSTALLATION DETAILS SHEETS 3-5, 30 PD42366-1-125 ROLLER IPS STAINLESS STEEL 33 SONRY 5) LOCATE ITEMS #26 & #28 ® B" FROM TOP & BOTTOM OF SASH END. MA 31 SNB IN INTERLOCK CUP WIRCO STAINLESS STEEL. FLANGE 6) ,REINFORCEMENT ATTACHED WITH #8 X 3/4" SMS ® 3" FROM EACH END AND AT 32 SNB OUT INTERLOCK CLIP WIRCO STAINLESS STEEL A VERTICALCROSSSECTION 10-3/4" O.C. `777777urr�I�� 33 WEEP COVER RIGID PVC PRODUCr"'REVISM. PGT INDUSTRIES F ,� 34 8349 1 "1 2SILL RISER LB. PLASTICS RIGID PVC °8PP°`��8" i1Q0J8 ' f e�adr,�cwr< 1070 TECHNOLOGY DRIVE 50 62869/70 SUPERSPACER (5/16°& 7/16") QUANEX FOAM EPDM W/DES. 5- NOKOMIS, FL 34275 ~ ' . No.66705 51 71752K SET, BLOCK, 1/8' X 7/1C X 4" DURO = 85 +/-5 NEOPRENE g 2LT HR2710M PVC HORIZONTAL ROLfLER WINDOW LMI 52 71751K SET. BLOCK, 1 8' X 1-1 16"X 4" DUftO - 85+ -5 NEOPRENE Imo' a e Pm c ,U°, 74 1 J4' X 63 1/4 A 3 a IS liA f f r BILL OF MATERIALS AND CROSS SECTIONS ,U ., MATE Or 4iti L.B.FLORPLASg S, INC. ARE TO BERONZE COLOR ATED BY LABELLEDGW17H AAMA EXTRUDER CODE,O & WHITE RIGID PVC EXTRUSIONS BY DRAWTJHN. Dwc NO. 08-00882 RC ��03,10 tdA1 �1�`4 NAME, CITY, STATE AND MDCA REQUIREMENTS A EP+61n1diJ�,�.e. srxE NTS D 10/27/09 s"EET 2 OF 6 P.E.N 58R 5 CONCRETE/ 2 5/8" MIN. {--�-13/16" MIN. EDGE DIST. ReASIONS MASONRY EDGE DISTANCE REV DESCRIPTION DME I APPROVED BY OTHERS APPROVED SEALANT 1 3/16" D UPDATED TO FOC 5TH ED. 05/20/15 1 JR d a a BY OTHERS MIN. EMB. 3-THREAD a MIN. BEYOND MIN. EMB, q •,© �� 2X BUCK BY OTHERS, ❑ 1/4" MAX.� 16GA MIN METAL STUD SUBSTRATE 2X BUCK TO BE SHIM SPACE BY OTHERS T I PROPERLY SECURED �� O APPROVED SEALANT APPROVED SEALANT 1/4„ MAX, o o ao�o� RIGID FILLER BY OTHERS =E1SHIM SPACE�d 1/4" MAX. BY OTHERS ❑ �d SHIM SPACE Q ❑ #B WOOD � o 1X BUCK BY o o �n SCREW o u O� Q RIGID FILLER OTHERS, 1X RIGID FILLER IIIA �� ElO O CID El #8 TEK PROPERLYCK TO iQQ 3/16" ITW TAPCON �D L��J SCREW EXTERIOR INTERIOR D O oD O oD HEAD C OCO WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION EXTERIOR INTERIOR EXTERIOR INTERIOR HEAD INTERIOR METAL FRAMING FLANGE INSTALLATION HEAD EXTERIOR Q CD O on INTERIOR CONCRETE/MASONRY FLANGE INSTALLATION I J EXTERIOR Q O �D INTERIOR EXTERIOR Q o� Q CD ❑ ❑ ❑ ❑ Mb #8 WOOD ❑ 118 TEK SCREW 1/4" MAX. � � SCREW El❑ ❑ APPROVED SEALANT a RIGID FILLER RIGID FILLER APPROVED BY OTHERS IHLI SHIM SPACE`� a 1/4' MAX. SEALANT 3 16" ITW TAPCON APPROVED SEALANT 110 SIM SPACE BY OTHERS � / ❑ o 1X BUCK BY RIGID FILLER 2X BUCK BY OTHERS, t BY OTHERS ❑ OCKETO BE �a 1 4" MAX. 2X BUCK TO BE 1 3/16" BU / PROPERLY SECURED MIN. EMB. METAL FRAMING 3-THREAD PROPERLY _ F SHIM SPACE 16GA MIN MIN. SECURED I_ 'L 13/16" MIN. BY OTHERS BEYOND SILL&JAMB T EDGE DIST. SUBSTRATE SILL&JAMB CONCRETE/ WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION SILL SHOWN,JAMBS SIMILAR METAL FRAMING FLANGE INSTALLATION 1 1/4" Q MASONRY SILL SHOWN,JAMBS SIMILAR \\1111IIIT��/7 MIN. EMB. e Q v' BY OTHERS C• PRODUCT RHVISHD ``r9'••.'-•....ICC /�� 0 os�Plyn�wthftFu,Ide PGT INDUSTRIES ,� .. ,,otHSE •.F� a DwTd+ngGpde1070 TECHNOLOGY DRIVE ' AcceplmcaNe S� NOKOMIS, FL 34275 2 5/8" MIN. E IreuonDoc 0 EDGE DISTANCE Dy_ 2LT HR2710M PVC HORIZONTAL ROLLER WINDOW LMIT a Mi. T adaProduct trot 74 1/4" x 63 1/4" ;� 6 3E rS flu` SILL&JAM6 FLANGE INSTALLATION DETAILS - p ,• a CONCRETE/MASONRYFLANGE INSTALLATION T '•.FLORSD�••' G� SILL SHOWN,JAMBS SIMILAR DRAWN; DWG NO. REV ''r.. .. "' •' TJH 08-00882 C � is1ONAI.`�0 a�y6h Mink P.E SCALE NTS DATE 10 27/09. SHE-3 OF 6 P.E.968705 2 5/8" MIN. I---�13/16" MIN. EDGE DIST. REMSiONs EDGE DISTANCE REV OESCR P110N DATE APPROVED 42X BUCK BY OTHERS, 1 3/16" D 1UPDATED TO FBC 5TH ED. 05/20/15 JR C 2X BUCK TO BE MIN. EMB. d a: PROPERLY SECURED MIN. BEYOND 1 1/4" a Q METAL STUD a16GA MIN SUBSTRATE MIN. EMB. APPROVED 1/4" MAX. j BY OTHERS BY SEALANT HERS ❑BY SPACE o APPROVED CONCRETE/ ,r-� o m RIGID FILLER APPROVED �d 1/4" MAX. 1 4' MAXSEALANT MASONRY C3c,U ❑ ❑ BY OTHERS SHIM SPACE SEALANT �d SHIM SPACE BY OTHERS p #8 WOOD ao�oLJ ❑ o BY OTHERS Ste❑ 0 RIGID FILLER p ❑ ❑ SCREW RIGID FILLER o �p 1X BUCK BY aC3 C30 El ❑ ❑❑ ��p � #8 TEK OTHERS, 1X 3/16" ITW TAPCON C�D �p SCREW BUCK TO BE n �� PROPERLY � ❑ ❑ �� O OD � O OD SECURED �T�T�du EXTERIOR INTERIOR oD oDEXTERIOR O oD INTERIOR HEAD EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCKBOX FRAME INSTALLATION HEAD METAL FRAMING BOX FRAME INSTALLATION HEAD INTERIOR INTERIOR CONCRETE/MASONRY BOX FRAME INSTALLATION EXTERIOR Q OD Q �� EXTERIOR INTERIOR EXTERIOR O o� flu-90 O Q LLLOJJJ #8 WOOD D 0 #8 TEK SCREW � SCREW LLLJJJ D �El El O APPROVED RIGID FILLER 1/4 MAX' V RIGID FILLER a F SHIM SPACE SEALANT APPROVED a ❑D 1/4" MAX. lJ 3/16" ITW TAPCON BY OTHERSo SEALANT TiFq= SHIM SPACE a RIGID FILLER r BY OTHERS APPROVED SEALANT 1/4" MAX. 2X BUCK BY OTHERS, 1 3/16" BY OTHERS o �� SHIM SPACE 2X BUCK TO BE MIN. EMS. METALIFRAMIMNIN 3-THREAD PROPERLY SECURED BY OTHERS MIN. EYOND �-------�13/16" MIN. SUBSTRATE — SILL&JAMB EDGE DIST. SILL&JAMB CONCRETE/ METAL FRAMING BOX FRAME INSTALLATION 1 1/4" p MASONRY WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION SILL SHOWN,JAMBS SIMILAR MIN. EMB. p, D BY OTHERS SILL SHOWN JAMBS SIMILAR 1 I I I I I I °• p �°pP,°u �SIm-9 � PGT INDUSTRIES ;��o`'�.i..NSILYNNF!��F�,; p 9wtmrg _ Z 3 1070 TECHNOLOGY DRIVE Q; 2 5/811 MIN. 1x BUCK BY s"`P;, ,� O NOKOMIS, FL 34275 ;r: No,5sTD6 OTHERS, 1X EDGE DISTANCE i' 2LT HR2710M PVC HORIZONTAL ROLLER WINDOW LM1.13 *.-w— BUCK TO BE 1•iimi unt 74 1 4" x 63 1 4" SILL&JAMB PROPERLY BOX FRAME INSTALLATION DETAILS '', b STATE r, <V: CONCRETSILLSHOWN,AMBSFRAME SIMILARINSTALLATION SECURED DRAWN: DWO NO. REV %O�(C� '••F�OR10Q•'�(j�\,' TJH 08-00882 C . pq ' Sa ONA1. �` SCALE NTS JDATE 10/27/09 SHEET OF 6 P.E. 58705 CONCRETE/ 2 5/8" MIN. 2X BUCK BY OTHERS, 13/16" MIN, REwsiDns MASONRY EDGE DISTANCE' 2X BUCK TO BE 1 EDGE DIST. REV DESCRIPDON DATE APPROVED BY OTHERS PROPERLY SECURED d p D UPDATED TO FBC 5TH ED, 05/20/15 JR SHEATING 1 3/16" n d a BY OTHERS MIN. EMB. METAL STUD 3 8" MIN. 3-THREAD v q ••d a 1 1/4 IS EDGE DIST. MO • MIN. EMB. FIN TO BE [I BY OTHERSUBSTRATE SET IN BED OF o 1/4' MAX. FIN TO BE APPROVED SEALANT SHIM SPACE FIN TO BE SET IN BED OF APPROVED SEALANT 11SET IN BED OF APPROVED SEALANT ❑ �� 1/4" MAX. 1/4 MAX a 0 o o RIGID FILLER ❑ SHIM SPACE 1X BUBY SHIM SPACE 11 El � CK r� #8 WOOD o�o RIGID FILLER OTHERS, JX ❑ �� SCREW �{ BUCK TO BE m c RIGID FILLER fl o oLJ ❑ ❑ S �J CREW 8 TEK PROPERLY c o ❑ ❑ u D SECURED I�❑ � 3/16" ITW TAPCON ❑ `J La-du O O EXTERIOR INTERIOR O D O o oD o EXTERIOR o INTERIOR HEAD EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK FIN INSTALLATION HEAD METAL FRAMING FIN INSTALLATION HEAD INTERIOR CONCRETE/MASONRYFIN INSTALLATION EXTERIOR O �� O o� INTERIOR EXTERIOR 0 oQ Q o� INTERIOR Ub EXTERIOR Q o� O 11 ElO ❑ #8 WOOD O #8 TEK 0� Ohl SCREW SCREW 0 D 3/16" ITW TAPCON a ❑� RIGID FILLER 1/4" MAX. a ❑� RIGID FILLER 1/4" MAX. 2X BUCK BY OTHERS, �� SHIM SPACE FIN TO BE �� r SHIM SPACE 2X BUCK TO BE ❑ 1 RIGID FILLER PROPERLY SECURED SET IN BED OF FIN TO BE 1/4" MAX, FIN TO BE 1 3/16" APPROVED SEALANT ❑ SET IN BED OF SHIM SPACE SET IN BED OF MIN. EMB. 3-THREAD APPROVED SEALANT ❑ APPROVED SEALANT METAL FRAMING 3/8" MIN. MIN. L SHEATING 13/16" MIN. EDGE DIST. 16 T MIN EDGE DIST. BEYOND 8Y OTHERS S LLAMB BY OTHERS SUBSTRATE ' CONCRETE/ SELL&JAMB WOOD FRAMING OR 2X BUCK FIN INSTALLATION METAL FRAMING FIN INSTALLATION MIN. EMB. BY OTHERS 1 1/4" ° ° MASONRY SILL SHOWN,JAMBS SIMILAR SILL SHOWN.JAMBS SIMILAR • a` ° PRODUCFnVM PGT INDUSTRIES ��\��.'.GE...... Q ° 1X BUCK BY as mm �� Dw1u P�r�a a.."orlda 1070 TECHNOLOGY DRIVE ; OTHERS, 1X NOKOMIS. FL 34275 2 5/8" MIN. BUCK TO 8E 'nPfance N" �'O •?.3 �k No.58705 frel100 EDGE DISTANCE �0 PROPERLY 2LT HR2710M PVC HORIZONTAL ROLLER WINDOW LMI fc. r 74 1/4" x 63 1/4" S ' w SECURED cA SILL&JAMB IBM' acPmA"nr o-u FIN INSTALLATION DETAILS �O'•. ATEI1F ;`t` CONCRETFJMASONRY FIN INSTALLATION SILL SHOWN,JAMBS SIMILARDRAWN: DWO N0. REV '��''•F.OR�OP'.�C� TJH 08-00882 C '��SS r�wJ@ SCALE NTS DATE 1D 27/D9 SHEETS OF 6 //� P�g6e7�6�`` REVISIONS 78„ REV DESCRIPTION DATE APPROVED 4.455° �4.455"� D UPDATED TO F13C 5TH ED. 05/20/15 JR •.4�' LJ o =10 IIQ�J O O SASH POCKET INSERT o o U luJ 6063-T6ALUMINUM.085"THICK 9 3.1 Ig 06" a 7 '{1.04" I 3.E- 6" -�1.04" I797" �f 1.56' a I I� © .738" 1.375 .198' .738" . .5 � Oi FRAME HEAD FRAME SILL AND JAMB 1 g 14 SASH REINFORCEMENT 15 SASH REINFORCEMENT O3 O FIN ADAPTER ROD FILLER GALVANIZED STEEL.079"THICK RIGID PVC.075"THICK O R/GIDPVC.075"THfCK NEOPRENE.15"THICK 16GAGACVANIZEDSTEEL.084"THICK RIGIDPVC.062"THICK 1.83" .827 r-- .788" .224" 1.83" 1.5' .33" .224" .985" 3" 985' .224' .33" .224' Dl �_ OO O 11 SASH5/16"LIFT BEAD 1 p SASH 5/16"PLAIN BEAD 2 196"-� 2 196 2 2" O RIGID PVC.06"THICK RIGIDPVC.06"THICK 2.2" T 1.13" vul � I L 1'476, 1:7 � 1.476" �� 1.476" 00 1.476" .265"--{ L❑4❑ L � I I 1.27" ❑=❑Q� 0 SASH INTERNAL INTERLOCK0 SASH EXTERNAL INTERLOCK O SASH VERTICAL PLAIN SASH HORIZONTAL PLAIN -� RIGID PVC.07"THICK R1GlDPVC.07"THICK RIGID PVC.07"THICK " 1.2915 RIGID " t 3 SASH 718"PLAIN BEAD 345" 1.69' I 29/64" RIGID PVC.06 THICK 1 141' 5/16 O HEADER POCKET INSERT 7/g .384' T 6063-T6 ALUMINUM.065"THICK 1/8" HS 1/g., HS 1 1 1/2" DSD" CITE 17 ROLLER TRACK 2 1/a" BUTACITE PVB BUTACITE PVB Paooucraslaa�+'Eo BY DUPONT BY DUPONT ALUMINUM 6063-T6.06"THICK 1 as wrnpiying with die Florida Bwidiag Coda ccgpIW=e No 1/8'" HS 1/8" HS 1/8" TEMP A om 3q 1 112"SILL RISER EXTERIOR INTERIOR EXTERIOR INTERIOR RIGID PVC.060THICK 1.052" ;..;;''; M ivadoJc°"°°T \`��tttlIIIIIoAA 5/8' GLASS o� 5/8" GLASS 50 .265" PRODurr .!�s® PGT INDUSTRIES ;��. ..ce.+se'''•F� BITE BI7E Buildid CD& 1070 TECHNOLOGY DRIVE 51 .985" �� Au •23 NOKOMIS, FL 34275 %� No.6B705 SIKAFLEX 52 �--D ay 2LT HR2710M PVC HORIZONTAL ROLLER WINDOW LMI = Irl *�-' SIKAFLEX Mo-a,; aae lived ct . 74 1/4" x 63 1/4" %"0 6 3 IS '!tu 552 ❑0❑ 552 ❑0❑ 13 SASH 7/8"LIFT BEAD COMPONENTS AND GLAZING DETAILS :"AG STATE of U RIGIDPVC.06"THICK �� LPRiTj1•' ��: GLASS TYPE A GtARA: RYP, S� r"T08-00882 C VA Lyn°U�fldoo; SCALE NITS DATE 10/27/09 SREET6 OF 6 KEA 68705