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HomeMy WebLinkAboutSUBMITTED PAPERS_2Florida Building Code Online 3 � � f' itman BCIS Home i Log In 1 User Registration (Hot Topics (Submit Surcharge j Stats &Facts I Publications (FBC Staff (BCIS Site Map i Links Search j Busines irofessiJProduct Approval 1 -USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature r. Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By is FL7586-R3 Revision 2010 CoUntY Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. U Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Rick Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Ryan 1. King, P.E. [0 Validation Checklist - Hardcopy Received Standard ASTM E1300 TAS 201, 202, 203 Year 2004 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgviW%2freKZBtAnQj GOLj 8Y... 3/10/201 � Florida Building Code Online k� Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 03/12/2012 04/30/2012 05/09/2012 Summary of Products FL # IlModel, Number or Name Description 7586.1 a. "PROFILES" 3'0 x 8'0 "Impact" Glazed Steel Single Door (X) - Inswing or Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7586 R3 C CAC 7586.1 NAMI cert.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 7586.1 for Design Pressure Ratings by FL7586 R3 II INST 7586.1.1)df specific Model and for any other additional use limitations Verified By: Lyndon F. Schmidt, P.E. 43409 and installation instructions. Created by Independent Third Party: Yes Evaluation Reports FL7586 R3 AE EVAL 7586.1.pdf Created by Independent Third Party: Yes 7586.2 b. "PROFILES" 3'0 x 8'0 "Impact" Glazed Steel Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7586 R3 C CAC 7586.2 NAMI cert.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 7586.2 for Design Pressure Ratings by FL7586 R3 II INST 7586.2.13df specific Model and for any other additional use limitations Verified By: Lyndon F. Schmidt, P.E. 43409 and installation instructions. Created by Independent Third Party: Yes Evaluation Reports FL7586 R3 AE EVAL 7586.2.pdf Created by Independent Third Party: Yes 7586.3 FILES" �Zclelltes 0 x 8'0 "Impact" Glazed Steel Single Door with =F�� (OXO) - Inswing or Outswing iLimits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7586 R3 C CAC 7586.3 NAMI cert.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 7586.3 for Design Pressure Ratings by FL7586 R3 II INST 7586.3.pdf specific Model and for any other additional use limitations Verified By: Lyndon F. Schmidt, P.E. 43409 and installation instructions. Created by Independent Third Party: Yes Evaluation Reports FL7586 R3 AE EVAL 7586.3.pdf Created by Independent Third Party: Yes 7586.4 d. "PROFILES" 6'0 x 8'0 "Impact" Glazed Steel Double Door (XX) - Inswing or Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7586 R3 C CAC 7586.4 NAMI cert.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgviW%2freKZBtAnQj GOLj 8Y... 3/10/2014 Florida Building Code Online 3 Other: See INST 7586.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. FL7586 R3 II INST 7586.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7586 R3 AE EVAL 7586.4.odf Created by Independent Third Party: Yes 7586.5 e. "PROFILES" '0 x 8'0 "Impact" Glazed Steel Double Door with rsidelites (OXXO) - Inswing or Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7586 R3 C CAC 7586.5 NAMI cert.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 7586.5 for Design Pressure Ratings by FL7586 R3 II INST 7586.5.1)df specific Model and for any other additional use limitations Verified By: Lyndon F. Schmidt, P.E. 43409 and installation instructions. Created by Independent Third Party: Yes Evaluation Reports FL7586 R3 AE EVAL 7586.5.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . r Product Approval Accepts: .,� F991 e0�e� M securitvwtat'rjtics http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgviW%2freK-BtAnQjGOLj 8Y... 3/10/2014 • i f ` r� it r TH,ERMAITRU 0 THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, ❑H 4351 7 TEL. (419)298-1740 "PROFILES" GLAZED STEEL DOUBLE DOOR W/ S►DELITES INSWING / OUTSWING "7MPAcrr GENERAL NOTES 1. This product anchoring drawing has been developed in compliance with the 2010 Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). See the Certification Agency Certificate for saes, specifications and ratings. 2. Product anchors shag be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. When used In the iMr:ttins product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outride of the '1WHr requiring wind borne debris protection this product compiles with Section 1109.12 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 1609.12.4 of the FBC. 5. For 2x stud framing construction. anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site condtions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. O utswirlg configurations using coastal outswing item #31 meet water Infiltration requirements for HVHZ'. 8. Inswing configurations and outswing configurations using Item #18 or item #33 do not meet the water infiltratian requirements for the 'HVHZ and shag be Waned only in non -habitable areas or of habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. When used in the'11VHr, steel must be protected (pointed or coated) In accordance with FBC Section 2220. TABLE OF COMITNTS SHEER DESCRIPBON 1 e evaeons, gn ssures L notes 2 e on ea a09102 3 Sidelfe panel construction cetats 6 glazing to 4 Horizontal cross section 5 Vertical cress sections 6 Vertical cross sections 7 uc anctwm 8 ram arc an buckmoso co on 9 kameanc n1 A DUCKmasonry co on 10 uomponeats I I BE of materials 151.50" MAX. O.A. FRAME WIDTH 74.62" MAX. FRAME WIDTH 37.67 MAX. FRAME WIDTH 36.75" MAX. 36.00' MAX PANEL 36.00" MAX. PANEL .WIDTH W/ASWTR GAL [—PANEL WIDTH —11 0.75" SWING OVERALL FRAME DIMENSION OVERALL D.L.O. DOOR / SIDELITE DIMENSION DESIGN PRESSURE (PSF) POSITIVE NEGATIVE INSWING 151.50" x 98.W' 21.00" x 78.7Y +47.0 -50.0 OUTSWING I51.50" x 96.7S" 21.00" x 78.76' +47.0 -47.0 E: N.T.S. BY: JK BY.. LFS NING NO.: FL-7586.5 R 1 of 1 • 1 r �c / f 7 21 AO° MAX. D.L.O. 4.25" - ►I F-- �TTYP. (4) CORNERS SEE NOTE 1 d 0 w X O V^ � d C5 o / -� b �-- 7.68° o.0 (TYP) 40 DOOR PANEL NOTE: 1. ITEM #29 #9 x 3" PFH W.S. LOCATE THRU DOOR STYLES INTO TOP & BOTTOM RAILS TYP. (4) CORNER AS SHOWN. n � 1.656" � � 1.234° 0 DOOR iOP RAIL 3 LATCH STYLE 22) CGI EXTERIOR 4 INTERIOR 23 11 39 �1 HORIZONTAL CROSS SECTION 2 1 /2" GLASS BRE�,22 1"THK. 26 GLASS 1 /8" TEMPERED EXTERIOR GLASS INTERIOR ' DOW 995 OR 2 SIKA 552 GI GIAZINGDLTAI v 4 HINGE STYLE AIR SPACE 5/32" ANNEALED GLASS .090" PVB INTERLAYER � I �(BY SOLUTIA) 1/8" ANNEALED 3 GLASS SWIGGLE GLAZING SPACER o 5 DOOR BTM. RAIL 2.625" -{ n 24 LOCK BLOCK 2 Required �.5" Long, EXTERIOR �'��NTERIOR 2 VERTICAL CROSS SECTION 2 SCALE: N.T.S. DWG. BY: JK cw. BY: LFS DRAWING NO.: FL-7586.5 SHEET 2 OF 11 d 22 Gl 45 6 EXTERIOR 21.MAX. D.L D.L.O. 4.25' 2 3 Q p INTERIOR 23 11 39 " 1 HORIZONTAL CROSS SECTION o g 3 e 0 11 d � w GLASS GLASS BITE 1"THK. 26 �� GLASS zz 1 /8" TEMPERED EXTERIOR GLASS AIR SPACE 5/32" ANNEALED / GLASS 090" PVB INTERLAYER INTERIOR (BY SOLUTIA) DOW 995 UW ANNEALED OR 23 GLASS O.0 SIKA 552 SWIGGLE GLAZING 7.69 D (T P) SPACER Q1 SIDELRE PANEL GI GLAZING DETAIL EXTERIOR I I I I I INTERIOR 1.234' tit i 1.65" LJULJ vnC3 Ne- O [ Z C 7� DATE: 4123108 43 SCALE: N.T.S. ` DWG. BY: JK rt SIDEIliE TOP SIDELRE BiM. SIDElLLE STiIE 42 Rai 43 Rail 45 cHK. BY: LFS 3 2 VERTICAL CROSS SECTION DHaw He NO.: ° 3 FL-7586.5 SHEET _L DF I I B NOTE 1. (11) OF ITEM N11 ASTRAGAL RETAINING SCREW LOCATED @ 314'. T. 3.1/4, 4-1IT, 18-7/B", 41-7/960.7/8, 74-3X, 76', 77-1 /4" & 78-1IT FROM TOP OF ASTRAGAL NOTE 2. Sidelite assy, fastener, 6" from each end and 4 more screws equally spaced between (6 screws total perjamb) i1 l( 74J\_ D D O"b 21 X v 3 4 /\ Y O v v / 17 D p 3 4 5 5 5 5 EXTERIOR SEE NOTE 2 EXTERIOR M INTERIOR INTERIOR 41 v EMB. (TYP.) 6 z , SEE EXTERIOR 41 NOTE 2 E o F 4 ^ w` 6 3 m o° u F M >°'2 o zom o- .E a 4 o so° INTERIOR o e J o K o o 20 0 W z C eo 1 OD J Oc'n A WWI w oLn 4 HORIZONTAL CROSS SECTION W o 4 Shown w/1Xsub-buck it a a a 0.1 S' 0.1 S' C'SINK 12 C'SINK (TYP.) (TYP') 2QHORIZONTAL CROSS SEC1 ON 4 Sidefrte jamb to inswing hinge jamb 3 HORIZONTAL CROSS SECTION 4 ® ASTRAGAL E: N.T.S. BY: JK BY. LFS PING NO.: FL- 7586.5 a 4 or 11 U EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR rl—'\ VERTICAL CROSS SECflON i a 8 2 VERTICAL CROSS SECTION 5 Outswing configuration $ Shown w/1X sub -buck m$$ E 4 VERTICAL CROSS SECTION $ Outswing configuration EXTERIOR 40 �m 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION $ Inswing configuration $ Outswing configuration E: N.T.S. BY: JK BY; LFS A'R!G NO, FL— 7586.5 L 5 Gr 11 EXTERIOR - --1/ - INTERIOR 1 VERTICAL CROSS SECTION 6 INTERIOR F,77 j7Ti1 EXTERIOR %31 VERTICAL CROSS SECTION 6 Inswing ccnriguration EXTERIOR '////�J INTERI( 2 VERTICAL CROSS SEC17ON 6 Shown w/1X sub -buck EXTERIOR INTERIOR ® VERTICAL CROSS SECTION 6 Outswing configurafion N l q � -aaa"'liii O 2 mq W O 4 O Z m O Z Z F O li Z N F o a e N h m v O E � � m 6 _ Z 4 z p Z ¢ N E. o o -5 O a m a a m o e E � ou oo 0: 0 0 0 L. i 0 ¢U i oo j Fc''- vWi WWI En w �N Fyn U yygW OI U cc U O q F: N. T. S. BY. JK BY: LFS MING NO.: FL-7586.5 J 6 OF 11 II II II II II II �` 777 � II II II TYP. HEAD & JAMBS I I I I I I MASONRY I OPENING FRAME I SHOWN FOR REFERENCE II II II II 2X BUCK I I I I II II II az II II II �O II II II II II II II II II II II II BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. If concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: - ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCETO MASONRYEDGE MIN. CLEARANCETO ADJACENT ANCHOR ITW 1/4" 1-1/4" 2-1/2" 3" ELCO 1/4 1-1/4" 1" 4" -E: N.T.S. en JK BY: LFS MNO NO.: FL-7586.5 ET 7 OF 11 3" 3" ° 6"�� n Z n °oA u m c W el I I I 1 I ISEE I J I I f., b o L °d cr DETAIL 1 •• $ „ a ° m —TYP. HEAD & 6 v JAMBS o MASONRY w h OPENING cd V V V K 4 U Y Z 1� V w ^ O o° z 12 Z - = TYP. JAMB c o FRAME TO JAMB F o N� Z — a — LATCH d DEADBOLT DETAIL W c� = Oz I �mw zz C)o -0- Ln pV 2X BUCK TYP. _ N ow > _ _ id m Z� o Q SILL _ I W W m :r TYP. SEE TYP. @SILL L _ DETAIL 2 _ ®SILL — H o ii ii ti a ZD m Ia a �3" L �X ��I �3" 9 ��m " HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB 1 o Masonry 2X fuck construction 10 w CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortar joints. If concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor fable: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCETO MASONRYEDGE MIN. CLEARANCETO ADJACENT ANCHOR ITW 1/4" 1-1/4" 2-1/2" 3" ELCO 1/4" 1-1/4" 1" 4" K 50 HINGE DETAIL on DETAIL I 01, ON DETAIL 2 PJ 3/8" HOLE DETAIL 2 0 3/8" HOLE Outswing Inswing DATE 4123108 SCALE: N.T.S. DWG. BY: JK cm. BY. LFS DRAWING NO.: FL-7586.5 SHEET _jL OF 11 , 3" This anchor required 6" S' only when DP> 45 PSF © = I I I I Ll ISEEI 11 I I I I J n DETAIL 1 — TYP. HEAD & MASONRY JAMBS qj © OPENING w O z o — 12 rn TYP. JAMB Z FRAME TO JAMB F N I 1XBUCK _ — n'P• o Q SILL _ 0 TYP. SEE @ SILL L r DETAIL 2 'jI I1 I I I I I I 3„ �i � Y. T. This anchor required —only when DP> 45 PSF @ SILL — v ZV HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB Masonry I buck construction CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoinfs. If concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRYEDGE MIN. CLEARANCE TO ADJACENTANCHOR ITIN 1/4" 1-1/4" 2-1/2" 3" ELCO 1/4" 1-1/4" 1" 4" ITIN 3/16" 1-1/4" 2-5/8" 2.1/4" N 50 o" DETAIL 1 LATCH d DEADSOLT DETAIL HINGE DETAIL DETAIL 2 0 3/8" HOLE Outswing DETAIL 2 Inswing 0 3/8" HOLE DATE: 4/ 16/08 z SCALE: N.T.S. D DWG. BY. JI( m CHK. BY. LFS ? DRAWING NO.: FL— 7586.5 13 13 SHEET 9 OF 11 R1A - Projects\Project Folders\Pmj 1001-1100ko1021\Fl-7586\FL-7586REV1.dwg, 105 —� 1.386' ry � rn m to - o.a aZ aZ oo GI 0 0 F� 1.879" 0.648" 1.183" — ►{ 0.437' w N o A � O m� �z D z N r T y, � � � 0.906" X Fes— 0.09" — IIIII 1.531" 0.75 N �Cp �m o — TT2.681"O m � o Qo T a N c g � 41 ? J� --I 126' 1.531" i p P PRODUCT: Deeumenu PrePored By: m !7. BUILDING CONSULTANTS, INC. iHERMA—iRU r ��/f�P.0. Box 230 Vclrieo FL. 33595 _ I A GLAZED Si EL DOUBLE DOOR VY Phone No.: 813.659.9197 \ W SIDELRES LVi1 ? Florida Boord of Professional Engineers o pe .y �I 2 4130112 REVISED GENERAL NOTES LFS PART OR ASSEMBLY: CerOftwla Of Aut rtze6on No. 9813 I_ Ln vl p 1 3106112 REVISED TO CERT. MARK METHOD JK — NO DATE BY COMPONENTS �� REVISIONS Lyndon F. Schmidt, P.E. No. 43409 ® 2008 R.W. Buiuomo C118 —TS Inc. N q �.1Syy A v n am e 4 P W m 2 N Em ai m ° o a m z ow a o .. o u O Q N Z m=cc o m j p r O BILL OF MATERIALS uK 4 U 0 0 W JVI � �()J WLo O WF �n3 w F a d m U a] o a a a >m 0 W W Y a � 0 W 2 U W 12 # 10 X 2" PFH WOOD SCREW STEEL 17 PASSAGE LOCK-KWIKSETSIGNATURE SERIES STEEL 18 THRESHOLD OUTSWING (THERMA-TRU) ALUM./WOOD 19 HEADER JAMB (4.656" X 1.25" THERMA-TRU, PINE) SG >= 0.42 WOOD 20 SIDE JAMB (4.656" X 1.25' THERMA-TRUJ SG >= 0.42 WOOD 21 DEADBOLT-KWIKSETSIGNATURESERIES(780( STEEL 22 EXTERIOR LITE FRAME (6063-T6) ALUM. 23 INTERIOR LITE FRAME (6063-T6) ALUM. IAW M MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) w►vw,miamidade.2ov/economy PGT Industries 1070 Technology DriveCOPY North Venice, FL 34275 n SCOPE: FIL This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein; and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series "PW 701/ 720/ 820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been fled 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 germinate 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. 11-1110.15 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 Jaime D. Gascon, P. E. NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD 720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4212, dated 03/21/13, 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 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL--3850, dated' 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previorrs NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascoh, P. E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 12111/16. 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. 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 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated 07118 and 31103, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-I105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on. 02/19/14. Jaime D. Gascon, Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-2 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 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) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY A UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SHEE 4)ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO BE L CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. - WOOD BUCKS DEPICTED AS 2X ARE 1-112' THICK OR 12' MAX. GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE O.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR - ARCHITECT OF RECORD, (AOR). 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE - BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF I SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED 1 - ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFIASHING STRATEGY FOR WATER RESISTANCE OF 6• INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX THE SCOPE OF THESE INSTRUCTIONS, 6) MAX 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130D-09. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/39ASTRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL5835. 3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSUAF&PA NDS FOR WOOD CONSTRUCTION -(2005)AND ADM ALUMINUM DESIGN MANUAL • (2005). 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SO INTERLAYER. THE 720AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. 48' TIP -TO -TIP WIDTH 47' BUCK WIDTH 48' BUCK WIDTH _ 44.114'VISIBLE 4S1/4'VISIBLE LIGHT WIDTH�1 LIGHT WIDTH—�1 r-►IB, SHEET 6 f I 8•xrD, SHEET 7 8' MAK. A 95. C IJEET6 BUCK SHEEI 1 HEIGHT 92-114' VISIBLE 12' MAX. LIGHT O.C. HEIGHT 96' TIP TO TIP HEIGHT ;• B 12- MAX. O.C. 6' SHEETS MAX. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS......_ ........................ 1 GLAZING DETAILS ................... ... 2-5 DESIGN PRESSURES ................- 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A........._ 8 INSTALLATION. INT. FIN B...........9 CORNER ASSEMBLY...................10 EXTRUSION PROFILES................10 PARTS LIST..................................10 TAW F I. FIGURE 1: 12' O.C. MAX. 12' O.C, / MAX. / 6' MAX. T- -I D [+— 12- MAX. O.C. T F, SHEET 8 2' SHEET? H, SI-Icc (�— 6' MAX. O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) Type Description Set N 1 7116' Laml 3/16' An ..09U' PVB - 3116' HS 2 2 7/16-Leml 3718'HS-.090'PVB-3716-HS 2 3 1-1/16'Laml. IG 3118'T-7/16'Alr-3/16'An-.090'PVB-3/16'HS 3 4 14/16•Lami. IG 3/16'T-7116'Air-3118'HS-.090'PVB-3116'HS 3 5 7/16-Lad 18'An-.090'SG-3116'Aa 4 6 7/16- Laml 3116' HS --090- SG - 3116' HS 4 7 1.1118'Laml. 10 3116'T-7/16'Alr- 3116'An..090'SG.3/16'An 6 6 1-1116'Lemi.10 3118'T-7/16'Alr-316'HS..090'SG-3116'HS 5 -50—DUPONT- SENTRYULA5 INTERLAYEH't5Y t.I. UUFUN I DENEMOURS & CO., INC. 1 DESIGN PRESSURE RATING IMPACT RATING VARIES. RATED FOR LARGE & SMALL SEE SHEETS 2.5 MISSILE IMPACT RESISTANCE 48' BUCK WIDTH PRODUCTR8N811 LIGHT �- SHSHEET 9WIDTH H -4I 2' MAX. m complyUlg tvlUi 11 �r� BWIdins Coda f ; 0 I E. SHEET 6 IEET 7 G, SHEET 9 96' BUCK L HEIGHT 93-114' VISIBLE 5' MAX. LIGHT O.C. HEIGHT I I E, 93.1/4' VISIBLE LIGHT HEIGHT 96' BUCK HEIGHT SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBINGTHE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. ANCHOR SPACING TO BE 8' MAX. FROM CORNERS AND 12' O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. Imo—WIDTH--=1 I-- WIDTH —( (�—WIpTH—►i I' WIDTH -H -ram-- - -� -� -_ -T TI— � -fir- � T of i �W Lo W 1� 1 1L J iL- —J (�WIDTH WIDTH WIDTH +( _ ♦•- WIDTH •y{ 7 r TI- a � w I � I � >� 1 i iL— —J iL J ( WIDTH WIDTH —( If- WIDTH --I f•.- WIDTH - j --- }-r- -1 -Fr--- j-53 � u ' s 1 i i a L y •noa o v0 7 - N O J O z LL LL 1fl Z r9 usa0 ULL XN d W 'oN weo W Z O a0 1-w mO 1 O U' > �zaz�' O z O o J¢ W ® V1 Ga IGo4S Fes•• Z Z co 0 Z G1oog LL ? J O w W z NN LL w as GULL GGU SG11Gs VYNN ` No. 58705 �i�.t` �' . FLORIOP•'�• G`: /71/111111111� A. LYNN MILLER, P.E. P.EJ158705 4 TART F 9- I Window Design Pressure (+/., psi) for Glass Type 1 Long Sidean) 07.718 72 78 60 84 88 92 98 100 104 109=112 30 +/-80 +1.60 +/-80 +180 +/-80 +180 +/80 +/.80 +/80 +I.80 +1-60 32 +1-80 +1.80 +/-60 +/80 +/80 +1-00 0-80 +180 +1-00 0-80 +J-60 34 +/.80 +1.80 +/-80 +1-60 +/80 +/80 +1-60 +1•80 +/80 +/.79.8 +1.79.4 36 +/80 +1-80 +180 +1-80 +/80 41.80 -1.79.7 +/-77.2 +1-75.1 +1.73.4 +1-72.2 38 +I80 +1.80 41.80 +1-80 +/80 +I.78.1 +1.75.2 +J.725 +/-70.3 +1-68.5 +1-08.3 40 +/.80 *1-80 +180 +1-79.8 +1.77.2 +/-74.3 +1.71.3 +/-07.9 +185.1 +1-03.4 +1-01.6 42 *180 +1.80 +1.80 +/-77.4 +I.74.3 +/-71.3 +1-68.2 +184.7 +/81.6 +/59.8 +158.2 .-. 44 +1-80 +1.80 ♦I.78.9 +1-75.4 +/-72.1 +I-08.9 +1-05.6 +l-0Z2 +159.7 +1.57.5 46 +/-80 +/-80 +1-77.2 +1-73.6 +/-70.1 +1.68.8 +1-03.5 +/-80.3 +/57.7 a 48 +I.80 +179.3 +1-75.6 -1.71.9 +/-68.3 +/-049 +1.61.5 +1582 m 50 +I.80 +l-T7.5 +/-74.1 +1-70.3 +1-66.7 +/-031 +1.59.7 52 +/-79.1 +1-75.6 +/-72.4 +1.68.8 +1.65.1 +I-01.5 ur 54 +1.77.4 +1.73.8 +1-70.5 0-67.3 +1-03.5 58 +1.76.8 +1.72 +/-68.6 H-65.3 58 +/.74.2 +J-70.3 +/-06.8 00 +I-727 +1-08.7 +/-05 62 +1-71.2 H-07.1 84 N897 11-16.5 SB +f88.3 87.718 +1-07 7/16' LAMINATED GLASS STACK .090'PVBINTERLAYER 3/18' HEAT STRENGTHENED GLASS 3/18' ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 28 I� LONG SIDE 811-7/8- O.C. MAX. GLASS BITE T- 1-3 EXTERIOR SHORT SIDE (� 20 �r 13 GLASS TYPE 1 �- LONG SIDE -� T- rvulea: SHORT 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE BUCKDIMENSION. SIDE fl' 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. I TAR] F A - Window Design Pressure (+/-, psf) for Glass Type 3 Long Stde (in) 87-7/8 72 70 80 84 Be 92 98 10D 104 J 109.112 30 +/-80 +/-80 +/-80 +1-80 +180 +/80 +180 +I.80 +/-8D +/-60 +/80 32 +180 +180 +l•80 +18D +180 +180 +180 +/80 +PW +180 +180 34 +/80 +/-80 +1.80 +/80 +180 +/-80 + 80 +180 +180 +/-80 +/80 38 +/-80 +/-80 +/80 +/80 +180 +/80 +1.80 +180 +180 +1-80 +1-60 38 +1.80 +1.80 +180 +/80 +180 +/-80 +180 +1-00 +179.4 -1.76.4 +/-74.3 40 +I80 +180 +180 +180 +180 +1.80 +/-80 +/-78.7 +1-73.5 +I.70.9 +189 42 +1.80 +180 +180 +1-60 +180 +J80 +1.77 +1-731 +I-09.8 +188.9 +1-65.2 44 0-60 +180 +I.80 +/80 +180 +777.8 7.74.1 +1.70.3 +187.5 +/-63.9 40 +180 1 +1-80 1 +180 +180 +/-79.2 +/-75.4 +1.71.7 1 +1881 +185.1 48 +180 +-80 +/80 +/-60 +1.77.2 +1-73.3 +1-69.5 +1.65.8 60 +1-80 +180 +/-80 +I.79.4 +1-75.3 +1-71.3 +1.67.5 52 +/.80 4180 +/80 +/-77.7 -1.73.5 +1-69.5 54 +180 N-80 +1.79.6 +/-78 +/-71.8 58 +I so + 80 +1.77.5 +/-73.8 58 +/80 +/-79.4 +/-75.4 60 +1.00 0-77.0 +1-73.5 62 +180 +/-75.8 84 +/-78.8 +/-74 68 +1.77.2 57.7/6 1 +1.74.9 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116' NOM. GLASS GLASS STACK LAMINATED -►{ GLASS STACK 3/18' HEAT 4 I SHORT 3118' TEMPERED GLASS STRENGTHENED GLASS - SIDE 3118' ANNEALED GLASS -7- 7/18' AIR SPACE 090' PVB I} 11 INTERLAYER 5 LONG USED AT CURVED 6/8, SIDE FRAME MEMBERS ONLY 29 GLASS BITE Q 11-7/8.O.C. MAX 1-3 EXTERIOR C7 22 21 13 SHORT SIDE GLASS TYPE 3 DN TtS: 1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. PRODUCERIiNBWBD m complying wI81 � Florida )iulldiug Code 9Z� Aooeptancc Miurlli Dade Product Conno rc b; n x � Y e OW) } n 0 N O N 0) o W N O -1 �v -1 C, Z s � z - LL c0 J a UU X- O W m p 0 ono c> 00 O o �zoz� F vl g o J N ® Ies45 z co O W z ix elu�s e 'S Z N N W � w oaa.. ate'. s111 'asap ssuag �'��.•''�1GENSg''•-F.Q �i: * ' No.58705 'n�•'•. FCORIOP••''G.�=� NAU A. LYNN MILLER, P.E. REA 68705 + TART F d- Window Design Pressure (+/-, pso for Glass Types 2 & 4 Long Side (n) 67-7/8 1 72 78 1 60 84 68 92_ 96 100 toll 109-112 112 /10 120 124 128 132 130 140 144 30 +/-80 +1-80 +/•8o .1.80 +1.80 +/•60 +1.80 +/-80 +1.80 +/-80 +1-80 +/ so +1-80 +/-80 +/•80 +1-80 +/-80 +1.80 +1-80 +/-80 32 +/•80 +1-80 +/-80 +/-80 +/-80 +/.60 +1-80 +1•60 +1.80 +/•80 +1-80 +/410 +/-80 +/-80 +1-80 +/•80 +/-80 +]a +/•8D 34 +/.80 .1-80 +/-80 ./-so +/-80 N-60 +1-80 +/-80 +1.80 +/-80 +1.80 +1-80 +I.80 +/-60 +/•80 +1.80 +/-80 36 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1.80 +/-80 +/•80 +/-80 .1.80 +/-80 +1.80 +/a +/-80 38 +/•60 +/-80 +1-80 +1-80 +/-80 +/-80 +1.80 +1.80 +/.80 H.80 +/-80 H-80 +1.80 +/-80 40 +/•80 +/•So +I.80 0-80 +1-80 +/-80 +1-80 +/-80 +1.80 +1.80 +1.80 +/-60 42 41-80 +/-80 +1-80 ♦I-80 +1-80 +1.80 +1.80 +1-80 +1.80 +/-80 +1.80 44 +1-80 +/-60 +1.80 0-80 +1-80 +I-8o +/-80 +1.80 +I-80 1 +1.80 m 46 +/-80 1 +/-80 .1-80 1 .1-80 +1•80 0-80 +1.80 +/-60 +/-80 d 48 +/-80 +/-80 +1.80 +/-80 .1.00 +1410 +1-60 +1.80 Tn e 50 +/•80 +/-80 +/.60 +/-80 +1-00 +1.80 +/-80 E 52 +/•80 +/•BD +1-80 +/-80 +1-80 +1•79.1 in 54 +/-80 +/-80 +/-80 +/-80 +1.78.6 56 +/-80 +1.80 +1-80 +/•79.1 58 +/•80 +/-00 +1.80 80 +1.80 +/-80 +1.79.3 82 +/-80 +/-00 84 +1-80 1 +1-80 LE 88 1 +1-60 I 67-7/e 1 +1-80 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THETIP-TO.TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-IM S' NOM. 7/16' LAMINATED GLASS STACK 7/16' LAMINATED GLASS STACK GLASS STACK .090' PVB INTERLAYER 3f16' TEMPERED GLASS • 3/16' HEAT STRENGTHENED GLASS 3/16' HEAT 3116' HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7N6' AIR SPACE .080' PVB INTERLAYER 4 11 11 6 USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 5/8' FRAME MEMBERS ONLY 29 6/8' @ 11-71W O.C. MAX. GLASS BITE 11-7/8.0 C MAX GLASS BITE EXTERIOR a GLASS TYPE 2 .. .1 3 EXTERIOR a GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN LONG SIDE �►- LONG SIDE SHORT SIDE SHORT SIDE �-- LONG SIDE SHORT H SIDE 9� I - LLONG j SIDE SHORT SIDE 1 N C ro zW > a U)o �aa l] C7 N -loci O M N d' O J �-j o Z M ti Z W LL m w -- 6 �U xy o 00 F. WZ m O (9 sxo �> Op O H o �z dz rn H u 5 o M � F ® O 1ea45 Z O (J) Z Ul �¢ Z 713 g O X W a. U. 0 a. a111 '�saD saNeg �..%-YNN I df/44�%�/ \� � VCENSg 3c No.58705 * ' S'AE'F '•� 1 16 A. LYNN MILLER, P.E. P.E.q 68705 TABLE 5: Window Design Pressure (+/-, psf) for Glass Type 5 Long Side On) 67-7/8 72 70 80 84 B8 92 98 ioD 104 109-112 30 +901-125.4 -901.120 +901-115.5 +90'-111.5 t901-108.5 +901-100 -90)40t5 +901-103.5 +901-1025 +90/-100.7 +90'-97.9 32 +901-116.9 +90'-110.8 +901-105.3 +90'-101.8 +9D1.987 +9111-95.7 +90/-92.3 +901-90.6 +gW-90.3 +/•89.9 +1-69 34 +901-108.9 +90/-103 +901.988 +90'-95.1 +901-91.8 +/-882 +1.84.4 +1-81.5 +180A +/-79.8 +/-79.4 36 +901.102.0 +9W.97.1 +90/-928 +/-88.9 +/-85.5 +/-826 +I.79.7 +/-77.2 +/-75.1 +1-73.4 +1-722 38 +901-98.4 +9W-92.2 +/-86.7 +1.83.2 +/-80.7 +/-78.1 +I-75.2 +1-725 +/-70.3 +1.68.5 +/-68.3 40 +901-94.8 +/-88.2 0.82.8 +/-79.8 +1-77.2 +1.74.3 +/-71.3 +/.67.9 +/85.1 +/-63.4 +1-01.6 42 +901-91.3 +/-84.7 +180.7 +/-77.4 -1.74.3 +1-71.3 +188.2 +184.7 +/81.6 +/59.8 0-58.2 44 +188.3 +1-024 +/-78.9 +1-75.4 +1.721 +188.9 +/-65.6 +/.622 +/59.7 +/.57.5 40 +1.85.4 +I.80.8 +1.77.2 +/.73.6 +/-70.1 +1.60.8 +1.63.5 +/80.3 +/57.7 48 +/-827 +/-79.3 +/-75.6 +1.71.9 +/.68.3 +/-64.9 +181.5 +158.2 43 50 +/-80.9 +AIT5 +1.74.1 +/-70.3 +/80.7 +1-611 +159.7 P 52 +/-79.1 -1.75.6 +1.724 +/-68.8 +1-65.1 +/-61.5 rn 54 +/-77.4 +/•73.8 +/.70.5 +/-67.3 +1-63.5 68 +1-75.8 +/-72 +/-08.0 +I-M3 68 +/-74.2 +1-703 +1.68.8 60 +/.727 . ♦/-68.7 +185 02 +/•71.2 +/-67.1 64 +1.69.7 +1.65.5 86 +/.68.3 67-7/8 +/-67 ND 11:11: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. I TABLE R- Window Design Pressure (+/-, pal)forGiass Type 7 ong Side ) 07-7/B 72 76 60 84 80 92 98 100 104 109412 30 +9o/430 +901-130 +9W-130 +901-120 +90/-1226 +9W-119.8 +901-118.1 +901.117 +9W-1156 +901-1127 +9W.109.9 32 +901-130 ♦90'-125.1 +901-118.9 +90'414.8 *901411.5 4901.108.1 +901-104.3 +901-102.4 +901-102 +901-101.4 ♦9W-99.7 34 +901423.1 +9W-116.4 +90/-111.7 +901d07.5 +90/-103.8 +901-99.1 +9W.95.3 +901.92.1 +901490.5 +/•90 H•89.0 38 +901-116 +9W-109.8 +901.104.8 +901-100.5 +90/-90.8 +901-93.3 H-90 +/.Bb3 +/84.9 +182.3 +181.2 38 +901-111.2 +9W.104.2 +901.97.9 +901-94 +901.91.1 +/-882 +184.9 +/-81.9 +1.79.4 +1.70.4 +1-74.3 40 +901-106.9 +0-90.6 +901.93.4 +SW.90.1 +/-87.2 +/•84 +180.5 +1-767 +/-73.5 +1-70.9 +/89 42 +901403.2 +9(Y-95.7 +901.91.2 +187.4 +/84 0-80.6 H-77 +1-731 +169.0 +1.60.9 +185.2 44 +901.99.7 +90E-93.1 0-89.1 +/-85.2 +181.4 +1.77.8 +I.74.1 +/.70.3 +/87.5 +/83.9 ` 48 +901.96.5 1 +9W91.3 1 +/87.2 +/83.2 +1.79.2 +1-75.4 +1.7.7 +/-68.1 1 +185.1 a 48 +901.93.5 +I-89.6 +185.4 +181.2 -1.77.2 +/-733 +1-69.5 +/-65.8 (n 50 +901-91.4 +/-87.6 +183.7 +1-79.4 +/-75.3 +/-71.3 +1.67.5 Y 52 +/-89.4 +/-85.5 +/•81.8 +I-T7.7 +1.73.5 +1895 rn 54 +1875 +183.4 +1.79.6 +/-78 t/-71.8 56 +/.858 +181.4 +1-77.5 +/-73.8 58 +/•830 +1.79.4 +1.75.4 60 4821 +l-T7.8 +/-73.5 62 +/-80.4 +/-75.8 64 +/-78.8 +1-74 60 +1.77.2 07-718 1 +/-14.9 7/15' LAMINATED �J GLASSSTACK 4-� GINTERLAYER 6' ANNEALED GLASS 3/16 USEDAT CURVFRAME MEMBERS ON5/8'11-7/8' O.C. MSS BITE --- LONG SIDE EXTSHORT SIDE GLASS TYPE 5 �---- LONGSIDE SHORT SIDE . L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-i/16' NOM. GLASS STACK GLASS STACK GLASS STACK SHORT 3118' TEMPERED GLASS • 3/1 ANNEALED GLASS SIDE 3/18' ANNEALED GLASS 7/16' AIRSPACE .090' SG INTERLAY£R 11 5 LONG USED AT CURVED FRAME MEMBERS ONLY 29 Q 11-7/8.O.C. MAX. 5re, GLASS BITE SIDE 1-3 EXTERIOR a 22 21 13 SHORT II I CLASS TYPE 7 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. \`NY LYNN Af/l�'��i \O' LICENSE '`eF. ' No.58705 STATE F 414 1NAL E0111111 ••�• A. LYNN MILLER, P.E. Window Design Pressure (+1•, psf) for Glass Types 6 & B Loeg Side Qe) 07-7/8 1 72 78 80 84 8B 92 g8 100 104 109.112 112 1 110 120 1 124 128 132 136 140 144 30 +901-130 +90/-130 +901-130 +901-130 -901-M +901-130 +901.13D +901-13D -901.130 +01.130 +901.13D +901-130 +901-130 +901-130 -901.130 +901.130 +901-130 +901.130 -901.139 +9W-130 32 +901.130 +901-130 +901-130 +901.130 +901-13D +901-130 +901.130 +901-130 +901-130 +901.130 +90/-130 +9W-130 +901.130 +90I.13D +901.130 +901.130 +901-130 +901-130 +901-130 34 +901-130 +901.130 4901.130 -901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +90/-13D +901-13D +901.130 +9DIA30 .901.130 +901.130 +90t•130 38 +901-130 +90/43D +901-130 +901-130 +901-130 -901.130 +901.130 +901-130 +901.130 +901-130 +90/-130 +901-130 +901-130 +90/-13D +901-13D +90/-130 38 -901.13D +901-130 +901-130 +901.130 +901-130 +901.130 +901.130 +901-130 +901-13D +001-130 +9D1-13D ♦901.13D +901-129.2 +9D1-127.3 40 +901-130 +901.130 +901.130 -901.13D +901-130 +901-130 +901-130 +901-13D +901-130 +901-126.8 +90I-123.2 +901-122 42 +901-130 +901.130 +901.130 -901.13D +901.130 +901.130 +901-130 +W-129.3 +901.123.2 +904119.7 +90/-116.4 44 +901.130 +901430 +901-130 ♦901.130 +901.130 +901-130 +90/-130 +90•-124.5 +W-119.4 +901-115 `s-- 48 +901-130 +901-130 +9D1-130 +90/-1F+9001-13D +901.130 +9ry-128.9 +90'-120.5 +9W-115.3 ,�129.7 48 +901-130 +901-130 +901-130 +901-1 +98'- +901.123 +9N-118.5 M50 +901-130 +901-13D +901-130 +901-1 +90'-128.2 +89.41-119.P 52 +901-130 +901-130 +901.130 +901-1 +88.81-123 W 54 +901.130 +90/-130 +901-130 4901-158 +901-130 +901.130 +901-130 +89.41- 58 +901.13D +901-130 +90/-130 80 +901-13D +901-130 +89.01.129. 112 +901-130 +90l.130 84 +901-130 +901-130 88 +901-130 87-718 1 +901.130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/18' LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8' O.C. MAX. EXTERIOR a SGINTERLAYER WHEAT i 5/8' GLASS SITE GLASS TYPE 6 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1-1/18' NOM. HORIZONTALLY AS SHOWN. GLASS STACK 7/1W LAMINATED LONG GLASS STACK SIDE 3118' TEMPERED GLASS 3/18' HEAT STRENGTHENED GLASS �- LONG SIDE 3/18' HEAT STRENGTHENED GLASS T- 7/18'AIRSPACE .090'SOINTERLAYER SHORT SIDE l 5 }-� i � SHORT USED AT CURVED FRAME MEMBERS ONLY 29 Q 11-7/8' O.C. MAX. 1-8 EXTERIOR a 518' GLASS BITE GLASS TYPE 8 -- LONG SIDE -►� SHORT SIDE E I LONG SIII E _L SHORT SIDE 111 S M a Y 30 •nat) C" a } N a N o 00 NO W O c� CD O -3 N n vxmd 0 ,J Z t LL (00 Z 1 0 U U X S2 d m W Z 02 CO I'- m O 5 (5 'aN WAG ^� QO z D- z ... F g to LU LL o LO ® 1aa4S O Za. N- Z alaoS O Z NN nLU a W Dom'. allll 'ase0 seNaS `� � �•••�10ENSF'••l�iP �� ' No. 58705 0 STAT F :•.�C/�� 7" NNN" �` /111111' A. LYNN MILLER. P.E. P.E.0 58705 EDGE DISTANCE INSTALLATION TYPE A 4 WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 2-3 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT �1/4• MAX 1 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY Q 11.71W O.C. MAX. U INSTALLATION INSTALLATION EMBEDMENT TYPE C TYPE B EMBEDMENT 1X WOOD BUCKSTRIP, ,1 114• MAX SEE NOTE 2, THIS SHEET a ` SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE • . 8 SEE TABLE 8, THIS SHEET DISTANCE `a 1/4' MAX. SHIM 412 STEEL SELF -DRILLING SMS (05), SEE TABLE 8, THIS SHEET v 1 .i: 11 ^ ti EXTERIOR • 4 11 CONCRETE/CMUP e ER AN H C OR I� VISIBLE LIGHT WIDTH = �I 8• . REQUIREMENT WINDOW BUCK WIDTH - 2-314• WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A INSTALLATIONH j� METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET �1/4' MAX 3HIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET �. •, CONCRETE PER EMBEDMENT �:'i.�': ., . ANCHOR .,q•. �• y REQUIREMENT INSTALLATION TYP. ANCHOR TYPE, EMBEDMENT — EDGE TYPE B DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B TAAI = A. Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing 412 or #l4 410 SS Screw P.T. Southern Pine (SG-0.55) 91161 8' 12' Aluminum, 6083-T5 min. 1 A38 Steel 3/0, 0.087, 12, Steel Stud Gr. 33 min. 3/8' 0.04r? 18 Go ' IT 912 or #14 Steel Screw (G5) P.T. Southom Pine (SG=0.55) 8118' 1.T8• 12• Aluminum, 6063-T5 min. 318• 0.063• ' 12, A36 Steel Steel Stud, Gr. 33 min. 3/8' 318• 0,063'• 0.045' 18 Gs 1T 1T 1/4' 410 SS CmIeFlax Ungrouted CMU, (ASTM 0-90) 2.1/2' 1-1/4' 12' Concrete (min. 3.35 ka8 1• 1.3/4' 12• 114• Steel Ullracon Concrete min, 2.85 all 1' 1,V4• iT Concrete (min. 2.85 ke8 2-11T 1318' IT Ungreuted CMU, (ASTM C 90) 2-1/2' 1-1/4' IT Grouted CMU ASTM C-90 2-11T 1.V4' 12' 5116' Steel Ultraeon Concrete (min. 3.5 Rat) 1-V4• I T4' 12' Grouted CMU ASTM C-90 2-112' 1-314' 12' MIN.Vr• $ IF1K( M%UtTVIVU MR: MCIALbU5WKFk1C. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -1X', ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-11T.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-11T THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. t N z M Y � r• CD N In N oa0 Q n O —I J ? ' n Z LL LL uMe�p C.l ULu u X� o O W Z 02 00 'oN f- W m O O OMd n Q p 0 tt Z �Z O.Z O g o Z O ® Z g ,aaV9 O Fa•• ZZ el0ng LLO W O ^� � LL as LL LL �YNN M",,��, No.1587135 a 7 STA E F SS/ONA\- �••�• ////11111111�` A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE INSTALLATION TYPE E < 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LGHT HEIGHT = WINDOW BUCK HEIGHT - 23/4' 2X WOOD BUCKSTRIP INSTALLATION OR FRAMING, SEE TYPE G NOTE 2, THIS SHEET EMBEDMENT L MAX114. SHIM SHIM EMBEDMENT EDGE •':n •': 6 DISTANCE �1/4' MAX 2 SHIM TYP. ANCHOR TYPE, f� EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED ••• %••;'��' FRAME MEMBERS ONLY •:'•: ;•. (u111.7/8'O.C. MAX. CONCRETEICMU PERANCHOR REQUIREMENT r INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR X 4 ,v. 11 lam_ VISIBLE LIGHT WIDTH - 6 WINDOW BUCK WIDTH - 2.314' WINDOW BUCK WIDTH HORIZONTAL SECTION C-C 1/4' MAX. SHIM #12 STEEL SELF -DRILLING SMS (05), SEE TABLE 9, THIS SHEET TABLE 9: INSTALLATION TYPE H EXT,IE�RIIOR V MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET Anchor Subatrate Mla. Edge Distance Min. Embedment Max O.C. Spacing 012 or #14 410 SS Screw P.T. Southern P e SG-0.55 1 ' 13/9• 12• Aluminum, 9083-T5 min. 318, 0.0 ' • 2• A36 Steel 316' 0.083" 12• Sleet Stud, Or. 33 min. 3/8• 0.045' 18 Ga ' 12• 412 or #14 Steel Screw (GS) P.T. Southern Pine (SO=0,55) 9/16, 13/0, 12' Aluminum, 6063-T5 min. A36 Steel 3/5' 318' 0,063" 0.063" 12' 12' Steel Stud, Or. 33 min. 318• 0.045* 18 Ge • 12' 1/4' 410 S8 CreleFlex Ungrouted CMU, (ASTM C-90) 2-112' 1.1/4' 12' Concrete (min. 3.35 kal) 1' 1314' 12, 1/4' Steel Ullrecon Concrete min. 2.85 ksl 1' 13/4' 12' Concrete (min. 2.65 keg 2.1/2' 13/er 12' Unarouted CMU, ASTM C-90 2-112' 1-1/4• 12' Grouted CMU, ASTM C 90 2.112• 1-3/4' 12' 5116' Steel Ullrecon Concrete (min. 3.5 kef) 1-114' 13/4' 12• Grouted CMU, ASTM C90 2-11Y 1314' 12' r1I4' MAX SHIM 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET '' ••"p' : / CONCRETE PER EMBEDMENT "'... ANCHOR INSTALLATION NOTES. .•t..• • • �• REQUIREMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION . .. "•. • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE I EDGE TYPE F r TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTEDAS'2X'ARE 1-1WTHICK OR GREATER DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE, SEE TABLE 9, THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3. FORATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. Florida TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT ORFRAMING, SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET SEE TABLE 10, THIS SHEET TYPE J TYPE K EDGE EDGE INSTALLATION DISTANCE DISTANCE 1/4' MAXEDGE DISTANCE —►{ TYPE I-.- SHIM a 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP a OR FRAMING, SEE OR FRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET 1/4' MAX TYP. ANCHOR TYPE, EMBEDMENT AND d 3 SHIM fl EDGE SEE TABLE 10, THIS SHEET EMBEDMENT EXTERIOR 11 USED AT CURVED 28 FRAME MEMBERS ONLY a@ 11-7/8' D.O. MAX. WINDOW BUCK HEIGHT VISIBLE LI HEIGHTGHT = WINDOW BUCK HEIGHT - 2.3/4' INSTALLATION TYPE 1/4' MAX. SHIM INSTALLATION TYPE L #10 STEEL SELF -DRILLING SMS (135), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP o4W 11 EXTERIOR OR FRAMING, SEEn NOTE 2, THIS SHEET V MIAMI-DADE APPROVED MULLION �1/4'MAXSHIM (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET Imo_ VISIBLE LIGHT WIDTH= WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION E-E TALI F — bm EMBEDMENT EXTERIOR 15 Anchor Substrate Min. Edge Distance Max. O.C. S cl 2.112" x .113' Box Nall P.T. Southern Pine SG=0.55 Will, 6" 2.1/2' x .131' Common Nell P.T. Southern Pine SG=0.65 3/8' 6' 2-1/2" x .146" Rooting Nall P.T. Southern Pine SG=0.66 318" 6' #10 x 1' Steel ScreW' P.T. Southern Pine SG=0.65 1/2' 6° 0.093" Aluminum. 6063-T6 min. 6/'16' 6' 1/16' A36 Steel 6/16" 6" 0.048" 18 Ga Steel Stud Gr. 33 6/i6" 5" MIN. OF 9 -I KKtAU, titYUNU 1 Nt Mt I AL A-UtlJ I KAI L. EDGE DISTANCE INSTALLATION NOTES: TYP. ANCHOR TYPE, EMBEDMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1D, THIS SHEET 2, WOOD SUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-1P2'THICK OR GREATER. VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FORATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. M cemplyLIs tvIth 0 Florida 01 *1d1 Code Acn;ptonce B do Uar O j" Miami Dadc Product Contra K (O Y a Q) wit a O r } n V ero0 00 N N O A Z .(g N Z uJ' In IL ((oca J A. O w �LZi m 0 0 -AO r > Cj O o Z d Z b g O 0 N laws ® Z O O F- Z � loos F O � N W ?� ? an LL LL 81M '--0eGuas NS No. 58705 i 1�73iij STA E F ` F 7/rl1111111 �` A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP 4— EDGE OR FRAMING, SEE INSTALLATION TYPE M DISTANCE NOTE 2, THIS SHEET FOR THIS INSTALLATION METHOD ONLY, 1 ANCHORS MAYBENO EMBEDMENT • MORE THANs'O.C. �1/4' MAX 3 SHIM 4 TYP. ANCHOR TYPE, I EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 11, THIS SHEET EXTERIOR USED AT CURVED EDGE 29 FRAME MEMBERS ONLY DISTANCE v� 11-7/8' O.C. MAX. CONCRETE/CMU PER ANCHOR WINDOW REQUIREMENT BUCK HEIGHT 1l4' MAX. SHIM INSTALLATION TYPE M ' FOR THIS INSTALLATION EMBEDMENT METHOD ONLY, 114" MAX ANCHORS MAY BE NO SHIM MORE THAN s'O.C. INSTALLATION EMBEDMENT TYPE N 1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING. SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE II. THIS SHEET VISIBLE INSTALLATION TYPE O GHT L I HEIGHT = FOR THIS INSTALLATION WINDOW METHOD ONLY, BUCK ANCHORS MAYBE NO HEIGHT - • MORE THAN 6' O.C. 2.3/4' #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 21 TYP. ANCHOR TYP E, EXTERIOR B EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 5 MIAMI-DADE APPROVED MULLION MAX SHIM (SEE SEPERATE NOA), ALUMINUM, �1/4" STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, INSTALLATION N TABLE I (.THIS SHEET IXWOODNOD B THIS SHE � SEE NOTE 2 THIS SHEET TYPE VISIBLE LIGHT WIDTH= WINDOW BUCK WIDTH -2.314' WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TABLE 11: t FRODUCr RENEWED as complying with tho Florida building C-- ''}.0 Accept2.122?. GY•Mleal I� a N J EDGE � ..•� DISTANCE n CONCRETEICMU M PERANCHOR 'tea REQUIREMENT 7 O EXTERIOR } n V alcQ Q f L C7 N 04 Q �7 O A 'T N -, Anchor Substrate Mim Embedment Max. O.C. Spacing #12 or#14 410 SS Screw P.T. Southem Fine SG-0.55 . 1.318- 8' Aluminum s063-T5 min. 0.063" • 6' A3s Steel T318" 0.06y 6' Steel Stud Gr. 33 min.0.045' 18 Ga ' 6- #12 or#14 Steel Screw (G5) P.T. Southem Pine SG-0.55 1.3/8' W Aluminum 6063-T5 min. 0.Os3' • 8' A30 Steel 0.063' • e" Steel Stud Gr. 33 min. 318• 0.045" 18Ge ' s' 114' 410 SS Creleflez U routed CMU ASTM C-90 2-1/2' 1-1/4• IT Concrete (min. 3.35 kal) . I. 13/4' 12' IN' Steel Ultraoon Concrete min. 2.85 ksl t' 104' 1T Concrete min. 2.85 kel 2-1/2' 1.318' IT U routed CMU, ASTM C90 241T 1-1/4' . 12' Grouted CMU, (ASTM C-90 2-112' 13/4' 12" 6116' Steel Ulirecon Concrete min. 3.5 Rat 1.1/4' 13/4' 12" Grouted CMU ASTM C % 2-11T1 1T MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1ENT INSTALLATION NOTES: •° 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-12' THICK OR GREATER. EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING DISTANCE JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. 0 N OC 12 Z OMOIQ f` z ^ f0 UV X- d W O DZI m O �> C7 oMa 00 2z 0-z i O 0 g LL O ~ �i ® �t IeB45 0 O g z ¢ O Z t] J ca Z s155 N W LL LL epU •xe0 sauas :tkl( IUNN Q�. VOENSF''•. �p ' No. 58705 0 SAT O IORIO S,SoNAL1. A. LYAIVIhIILLt R, P.E. P-E.# 511705 ALL CORNERS TO USE GASKET AND/OR SEALANT TABLE 12- ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES ANGLED/CURVED FRAME ASSEMBLY 90•CORNER FRAME ASSEMBLY I I � ' 10 �� I ALL CORNERS TO j USE GASKET I I / / AND/OR SEALANT I / / / / / / EQUAL -LEG FRAME I / FLANGE FRAME EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR Ij AND EXTERIOR FRAME WELDS FLANGE FRAME (SHOWN) OR CORNER KEYS AT 30 SCREW BOSSES. SEALANT AT ALL CORNERS 30 Ite#m PGTPart# Description Material 1 42630 Flanged Frame Alum. 6063•TS 2 4285 Equal -leg Frame Alum. 6063-T6 3 426e Integral Fin Frame Alum. 6063-76 4 4265 7/16" Laml, Glass Beading Alum. 6083-T6 5 4264 I.O. Glass Beading Alum. 6063-T6 6a 4270 Installation Fastener Corer Alum. 6063-75 6b 4224 Installation Fastener Corer Rigid PVC 10 70589C Gasket (at 90• corner joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro, 65+/-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71662K Selling Block, Mono. 3116" x 7/16" x 4" Neoprene, Duro. 85 +l-1 21 71704AK Setting Block, I.G. 3116" x 1432' x 4" Neoprene, aro. 85 +l-1 22 Dl1RAK718 7/18" DuraSeal Spacer 29 #6 x 1414" FH SMS Stainless Steel 30 1 781PDX #8 x 1" Quad PH SMS Stainless Steel ASSEMBLY DETAILS FOR FIN FRAMES 90'CORNER FRAMEASSEMBLY ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 2.784' 1 54' 2.72784• .094' —� I�.084' —84I .094' .074' 062' .074• ( 062• f 502 .II i'.074' T}I 062' 1.375" 1.376" k50'0' 4383 .438' 00.050'.050-- os(r O FLANGE FRAME EQUAL -LEG FRAME 1.125' 077* #4253C,6063-T5 94285,6063-T5 1 3 FIN FRAME I #4256,6063-T5 .970- .346' 1.097' .876• � .875' ���-- .050'—"II-- .050' .050 7/16" LAMI II.G. GLASS INSTALLATION O BEADINGGLASS FASTENER ER # 255, 6065 3--T5 O #4 4, 6063-T5 8a #4270, 6063-T6 N C ro a Lu co Y > d� co '"ea O ('7 cli N t• a o0 Q J N dY wZ F w m 0 O W DA10 c:� C;O rn O z o �z o.z F pLL U O p o z z z O 0 in z < Z aroas w � O OLD. U. 00 ecru 7sao saNas NY LYNN 4�/ "''li '�� • %CENSF-' 4,- /- ` No. 58705 TA F SS�ONA1 ,� A. LYNN MILLER PM, P.EJ158705 •MIAMEVE MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26"' Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2509 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/sera/ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275Fli'=r SCOPE: (CC)PY This NOA is being issued under the applicable rules and regulations governing the use of construction, materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR--710" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATIONof this NOA will occur after the expiration .date or .if there has been a revision ouchange 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 No. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MUU410ADECQUNTY ��NOA No.11-1114.04 2 S Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under 1VOA's No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02101/2012, signed and sealed by Anthony Lynn Miller,_ P.. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, .prepared by Fenestration Testing Laboratory, Inc., Test Report No. - FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, ,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing_ Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. 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, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing.. Laboratory, Inc., Test Report No. FTL--4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-040S.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. EQUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory ,Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on . 1.2/1.1116. 2. Notice of Acceptance No. 08--0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11,, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. 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. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No.11--0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/1812007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) Jaime D. Gascon, P. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FT"858 and FT1,4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12/21 /2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5116" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 11W HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYEFL SHEET F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES ............. I GLAZING DETAILS ............ 2 G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAM] CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 H. 13/18" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/18" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS ............ 6 OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST ....................... 6 EXTRUSIONS .................... 7 1, 13116" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS CORNER DETAIL .............. 5 WITH AN .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8 11 J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.).GLASS, 3/16" OR 1/4" AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, L. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYEFL 2. CONFIGURATIONS: OX• XO• XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/31% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED Il oy pride 6. SHUTTERS ARE NOT REQUIRED. SuOdlinS CooddeW41t AaceptanceNo ' D 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. BY 7. REFERENCES: TEST REPORTS FTL-4868, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225,05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION 1111 I I ��0�( UYNN ADM-2005 ALUMINUM DESIGN MANUAL ' S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY `: ?�� ; ''v10ENSF •FA* i C 0 HURRICANE ZONE (HVHZ} No. 58705 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. _ Kv- : �` UT, J.A �17/1t E FBC10fOCODECHANGE 1070 TECHNOLOGYOII NOKOM19,F134275 P.O.egx15M NOKOMIS. FL34274 �— NOTES O�; ��,�'••, FLORI�P•' C9� i�sS/ONAli- NN 11I111'1111%% A LYMI MIG[Eft, P.E. JJ2. B20H1 D ADDED IOCAPTOBETEMPERED f$()FTNO7E. _GENERAL ALUM. HORIZONTAL ROLLER WINDOW, IMPACT °afpN° p'" F.K 411507 C ADD P7L-5$90TONOTES 78CHG.N07EOTOCURRENTEDIT, l4a * Betts or max ma pu: F.K. 2&M J.J. $123/OB H177111 NTS 1 d 11 4127-10 E PX058705 21 I 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18' NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE C'. r� 66,67,68,69,70,71 l`5, -4 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3116' ANNEALED OR TEMPERED GLASS Qp 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1Y2" NOM. GLASS BITE G] EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7116" LAMINATED GLASS 1/2" NOM. GLASS SITE f 72,73,74,75,76,77 v 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7H8" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASS QD 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI �AFOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. +'ssHeEr F 9 GLAZING DETAILS 107a TECHNOLOGY DRIVE TOBETEMPERED +90FTNOTE, NDKONiB,FLs4278 *� - ALUM. HORIZONTAL ROLLER WINDOW, ilS3HEET NOKOMIS,FL34274 l/[riblyBetter ava�xac a ` n'"'O"" HR710 Full 2 a 11 4127--10 PRODUC7'RBVISBD as complying with lhu Florida Building Codo A lanwN4 ' Dato 1 Miami l2ads hwodmt 1.Ca 'l`2��. JOENSE'•'•� •k r No. 56T05 A� PL YR op SI1O1'' NAL E �♦♦ A. LYNNM P.E. REA 88705 TABLE 1. XOX (1/4,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLOARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 60 5/8'i 54" 60" 63" 84" A,B,G,H +60.6 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 a5.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 ' -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +59.5 -59.5 +53.6 53.6 +50.9 -50.9 UP TO 111" C,I +60.0 1 -60.0 UP TO 111" D,E,F, J,K,L 1 +75.0 -75.0 TABLE 2. XOX (113,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TOI 63" TO 86 7116" TO 86 7/16" 1 J,K,L I I +75.0 I -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 1 36" 38 318" 48" 606181, 64" 60" 63" n FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPEREDI.G.GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED, 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +76.0 -75.0 +75.0 -75.0 +75.0 -76.0 1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 rnonocr nswseD ascomplyingwilhdwFlolido UP TO 74" C,D,E,F, I.J.K. L +75.0 -75.0 13unding Colo �. eceepinn Da + - /d ASS TYPES: TEST REPORT FTL-4858 5/16- LAMI - (1/8" A, .090,1/8" A) 5/16" LAMI - (1/8" A, .090,1/8" HS) 5/16" LAMI - (1/8" HS, .090,1/8" HS) 7116" LAMI - (3/16- A. .090, 3/16" A) 7/16" LAMI - (3/16- A, .090, 3/16" HS) 7/16" LAMI - (3116" HS, .090, 3/16" HS) FTL-4859 (OX & XO) AND F L-5330 G. 13/16" LAMI IG-118" OR 3/16-A (MIN.), 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (i/8"A, .090,1/8"A) H. 13/16" LAM[ IG-1/8" OR 3/16"A (MIN.), 5/16" OR 31W AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8-HS) I. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIRSPACE, 5/16" LAMI- (1/8"HS, .090,1/8"HS) J. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, ,090, 3/16"A) K. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAM[ - (3/16"A, .090, XI VHS) L. 13/16" LAM] IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE. 7/16" LAMI - 016"HS. ,090, 3/16"HS) NOKOMIS, FL 34275 P.O. eqx 1520 NOKOMIS• FL 34274 HR710 I NTS 13 d 11 1 4127-10 I MiamiD .11 uAOanlr 0�� VYNN Afl(,��'�ii * ; �NQo,..5�S7705 191 00 /-''1'SSIONAlj A. LW MILLtW' P,E. P.EO 56705 27 3/8" 27 3/8" 27 3/8" MAX. DLO 54 5/16" MAX. DLO FIXED MAX. DLO MAX. DLO VENT VENT FIXED D D uval 22�O X X O X r 110" MAX. WIDTH I.F. FRAME �I 111" MAX. WIDTH FLANGE FRAME DETAIL B- XOX (1/4-1/2-1/4) 6' F DL F L DLO FIXED C uu w i o mnn. DLO VENT _ — 63" M — FLAN q I A FRAI ALI 3a, IAX. / I 56" MAX. CONF 3 ALL / / DLO ALL XE I / VENTS TES 82" MAX. I.F. FRAME O xALL — CONFIG. I C r� 7T MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 85 7/16" MAX. WIDTH I.F. FRAME—►� 8 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. kx SEALANT OR GASKET 3E AT HEAD AND SILL IE 15 IG. 15 I.F. FRAME PRODUCTREV1SM as complying with the Florida _ -- Building Aeceptonccoo No kk " k [ 13) FLANGE FRAME �J IYNN 4114 VIEW D-D k ; (FRAME CORNER CONSTRUCTION) = * •' 140.58705 a V71- ' roTECNNOLoovotmE ELEVATIONS P.O. IQX 1t{28 0 ALUM. HORIZONTAL ROLLER WINDOW IMPACT '!csS/ONA\, N171(OhUS, FL 74274 v!.li�y Berrer a�.u,1 � ""` —v— X LY�1�lt♦l ILLkh. P.E. 1la�lo NTS 4 a 11 4127-10 E P.E.058705 EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FIXED DLO INTERIOR EXTERIOR `J SECTION C-C (VERTICAL SECTION, FLANGE FRAME) INTERIOR MAX. VENT DLO -� ---�{ `�— MAX. FIXED DLO ---I I - - - i MAX. VEXT DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) INTERIOR - MAX. FIXED DLO --I [— MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) INTERIOR SILL SECTION, I.F. FRAME) 'RNE NOKOK8. FL34278 P.O. BOX I- NOXOMIB, FL 34274 VWb[y Bern EXTERIOI HEAD (VERTICAL SECTION, I.F. FRAME) SECTIONS W. ALUM. HORIZONTAL ROLLER WINDOW, I o Half 5 11 �"%127-10 REVISED 8 wi1L ft Florida da w�►1..11� \`\\\",m LYNN 4f,����i�� .. ,\pENSF' ''Q ' No.58705 o. OL sORI SllA,^E OF SS A. iWA AW. P.E. P.E.0 $8705 1CRIPTION HEAD .1(ANTI LIFT MAT'L PGT# 6063-T6 AL 612237' 6063-TS AL 612244 7834AA 6063-T5 AL 6063-T6 AL 64136 6063-T6 AL 64137 8 1 4131 1 IROLLERTRACK 6063-TEAL 64131 10 71298 WEEPHOLECOVER POLYPROP. 71298 12 1626 JADHESIVECIPEN CELL FOAM PAD 7PADI6 13 4002 A FLANGEFRAMEJAMB 6063-TEAL 612225 14 4134 GASKETFORMAINFRAME SILL JOINT 74134W 15 1155 #8 X 1.000 QUADPN. SMS 781P 16 4110 G SCREEN ADAPTOR 6063-T5 AL 6411 17 1 4054 B FIXEDMEETINGRAIL 6063HD-TEAL 64054 19 4066 WSTP.,.187 X .230, FIN SEAL 64 21 4105 1 SASH TOP & BOTTOM RAIL 6053-T5 AL 612240 22 1683 WSTP.,250 X .270 BACK, FIN SEAL 61693 23 225-1 ROLLER HOUSING & GUIDE 4211 24 29 226 4128 BRASS ROLLERWHEELS HORIZONTAL ROLLER SASHTOP GUIDE BRASS POLYPROP. 7BRWH1c 44128N 32 4006 D SASHMEETINGRAIL 6063HS-TEAL 64006 33 35 1235 1096 ISWEEP W STP.,.170 X .270 BACK, FIN SEAL LATCH DIE-CAST 67S16G 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 JSASHSTDERAIL 6063-T5 AL 64126 38 1683 WSTP-250 X .270 BACK FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078"C" L 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 43 4141 I.F. FRAME JAMB 6063-T6 AL 64141 50 1 GLAZING SILICO • DOW 899, 995 OR U[VALENT 51 1224 IVINYLGLAZINGBEADBULB HICK 6TP247W 52 1225 JVINYL GLAZINGBEAD BULB MW 6TP248 53 4039 B GLAZING BEAD - 5/16" 6063-TS AL 64039B 54 4044 B AZINGBEAD-5/16" W/GR1LLKiT 6063-T5AL 644703 55 4222 AD-7/16" 6063-TSAL 64222 56 985 tL� AD - 7116" W/GRILL KIT 6063-TSAL 6985 59 4067AD-13/16" 6063-T5 AL 64067 60 GLASS 5/16" LAMI 1/8" A .090 PVI31/8" A 61 5/16" LAMI 1/8" A, ,090PVB,1/8" HS 62 5116" LAMI 1/8" HS, .090 PVB,1/8" HS 63 7/16" LAMI 3/16" A, .090PVE, 3116" A 64 " 7/16" LAMI 3/16" A,.090PVB, 3/16" HS 65 7/16" LAMI 3/16" HS, .090 PVB, 3/16" HS) J.J. 10/17/11 E�rWms E NO CHANGE THIS SHEET f070OKOMIS OGY FL340 NOKOMIS FL 34275 J.R. 6/i0/!1 ��++� D ADDED'IMIN.YTOGLASS TYPES IfF111 DWC# RCV DESCRIPTION MAT'L PM 66 GLASS, 13/16" LAMIIG•1/8"A IN. 3/8"AIRSPACE, 5/16" LAMI 1/8"A,.090PVB, 1/8"A 67 13/16" LAMI IG•1/8"A(MIN.).3/8" AIR SPACE, 5/16" LAMI 1/8" A, .090 PVB, 1/8"HS 68 13/16" LAMI IG-1/8"A (MIN.), 3/8" AIRSPACE, 5/16" LAM1 1/8"HS,.090 PVB,1/8"HS 69 13/16" LAMI 1G3/16"A MIN.), 5/16" AIR SPACE, 5/16' LAMI 1/8"A, .090 PVB,1/8"A 70 13/16" LAMI IG•3/16"A(MIN.),5/16" AIRSPA 5/16" LAMI 1/8"A, .090 1/8-US) 71 " 13/16" LAMIIG•3/16"A (MIN.), 5/16" AIRSPACE, 5116" LAMI(1/8"HS,.090PVB,1/8"HS 72 13/16" LAMI IG•1/8"A MIN. 1/4" AIR SPAC 7/16" LAMI /16'A, .090 PVB 3/16"A 73 13/16"LAMI IG-1/8"A MIN. 1/4" AIR SPACE,7/16"LAM] (3/16'A,.090PVB,3/16"H 74 13/16"LAMI IG•1/8"A MIN. 1/4"AIR SPAC$7/16"LAMI /16"HS.090PVB,3/16"HS 75 131WJAMIIG•3/16"A 3116"AIR SPACE,7/16"LAMI 3/16"A,.090P 3/16"A 76 13/16"LAMIIG•3/16"A IN.),3/1&AIR SPACE, 7/16"IAMI 3/16"A,.090PVB,3/16"HS 77 13/16" LAMIIG3/16'A IN. 3/16" AIRSPAC 7/16" IAMI 3/16"HS .090PVB 3/16"HS 90 1014 SCREEN FRAME (HOR & VER. 3I05-H14 AL 91 1630 SCREEN CORNERKEYW/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE-.135DIA, FOAM EMPVC 95 1635 SCREEN SPLINE-.135 DIA. HARD EM PVC 96 SCREEN CLOTH 0 2.824 [062�q— ORR 41 I.F. FRAME HEAD #4139,6063-TO 'K PRODUCT REVISED K 2.784 °9 wmPlling with Qta Florida Ha8dia8 Code !poo No r 'o Do 6 .062 3.152 062 Miatnl" ado ro act Contro 1.988 43 I.F. FRAME JAMB #4141, 6083-T8 ��`NY IYNN M/v RNE P.O. BQX 1629 NOKOMIS. FL 34274 IIi ��Y. —2.710—�{ No.68705 42 I.F. FRAME SILL O #4140, 6063-T8 t_-0 �1 •, OF /V� � a.�omc PARTS LIST . p STAT �'�`�'• '�CORID?;.•'�?: "'ass///O�� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT N11 A111111�?`�� A. LYNN'AfiER, P.E. at �f4727-1r7 mm NTS s ^� 11 E P.E#68705 062 1. 7� ]173 H1LI-1 L2.710-- O FLANGE FRAME HEAD #4102A,6063-TS 1 ---•III--.062 .490 T— [--1.451--4 O SASH STOP #4026, 6063-T5 .062 �3 L349-4��++ 21 SASH TOP & BOTTOM RAIL #4133,6063-TB .676 1.096 54 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W/ GRILL KIT) 52 1.E22 ----2.710----j O FLANGE FRAME SILL #4136,6063-T6 .061 .437 .46 O HORIZ, ROLLER TRACK #4131,6063-T6 2. 79 .082 2 -�{ 1.081 �- 32 SASH MTG. RAIL #4006D,60631-S-T6 0 44�5 lili .678 1.096 -{+ �L-����i��L-��� T 55 GLAZING BEAD 7/16" 94222A,6063-T5 0 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS. FL 34274 1.187 r- .062 3.(90 O FRAME SILL ADAPTER 94137, 6063-T6 F7e,062 �1.403+ 17 FIXED MEETING RAIL #4054B,6063HD-T6 2126 149 .O6 .291� 37 SASH SIDE RAIL #4126, 6063-T5 8 .050- 678 56 GLAZING BEAD, 7/16" #985C, 6063•TS (USED W/ GRILL KIT) -1.513--j 1P.040 738 I-�1.443 O SASH STOP COVER #4053, 6063-T5 1,71-1 1.363 .oez 13 FLANGE FRAME JAMB #4002A,6063-T6 .678 1.090 53 GLAZING BEAD, 6/16" 8 #4039B,6063-T5 6i 050 � 1 1.097 59 GLAZING BEAD, 13/16" #4087, 6063 T5 IMPACT UR7to I Half 1 7 - 11 1 4127-10 PRODUCT ROVISED - Muly"i0e With the Florida Duildhtg Code AMPtrancoNo 11 o/Q� o Dew Dada uM CoN10 ,�\1111111/�, LYNAI M/����i��i * ' No.58705 SQ STA EO E\�.�. A. LYNd.' d , P.E. P.E.# 68705 ANCHOR QUANTITIES, XOX (114-1/2-1/4) WINDOWS ANCHOR TYPE- GLASS TYPES A,B,C,G,H,I 2.3. WOOD 2, CONC 1, CO1 & SUBSTRATE ZONES ZONES ZONE WINDOW SIZE W . H co HEAD & SILL co HEAD & SILL g HEAD & S ¢� 63.125x 38.375 48.000 60.625 64.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1*C 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 60.000x 38.376 48.000 60.625 64.000 60.000 83.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C: 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C: 74.000x 38.375 48.000 60.625 64.000 60.000 63.000 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C 1 3 1+C2+1+C2+1 3 1+C2+2+C 3 1+C2+1+C2+1 3 1+C2+2+C d2C2 3 1+C2+1+C2+1 3 1+C2+2+C: 3 1+C2+1+C2+1 3 1+C1+2+C:84.000x 36.375 48.000 50.626 64.000 60.000 83.000 2 1*C2+2+C2+1 2 1+C2+2+C 1 3 1+C2+2+C2+1 3 1+C2+2+C: 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C: 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C: 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C: 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+a 108.375x 38.375 48.0D0 50.825 64.000 60.ODO 63,000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C: 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C: 1+C2+3+02+1 3 1+C2+2+C2+1 3 1+03+3+C: 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C: 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+0 1+C3+3+C3+1 3 1+02+2+C2+1 3 1+C4+3+C, 111.000x 38.376 48,000 50.625 64.000 60.000 63.000 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C, 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C: 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+0+3+C: 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C: 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+D 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+D RfwBr J.J. 10117111 RIWM a E NO CHANGETHf88HEET J R. cam 6,20111 D ADDED 10 CAP TO BE TEMPERED +90f F.K. 4(16107 Rdh- C UPDATETABLE4,SELECTVALUESDUE F.K 2128/06 J.J. 9/29/08 ANCHOR QUANTITIES XOX 113.1/3-1/3 WINDOWS "TABLE 5 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 -##12 STEEL SCREWS (G5) 2. GLASS TYPES: p A. 5/16" LAMI - (1/8" A,.090,11W A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/16" LAMI - (1/8" A 090, 1/B" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 6/16" LAMI - (1/8" HS,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16- LAMI . (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18" LAMI - (3/16" A,.090, 3/18° HS) F. 7/16" LAMI - (3/18" HS,.090, 3/16" HS) G. 13/18" LAMI IG -1/8" OR 3/16" A (MIN.). 5/16" OR 3/8" SPACE. 5/16" LAMI - (1/8" A..090. 1/8" A) ANCHORTYPE & SUBSTRATE GLASS TYPES A,B.G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2.3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD &SILL m m HEADS SILL ¢HEAD to & SILL m m a HEAD &SILL '+ m HEAD 8 SILL HEAD & SILL 'En 48.000 x 38.376 48.000 50.625 54.000 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 3 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 3 T 1+C2+1+C2+1 2 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C2r1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1rC2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I 1+C2+1+C2+1 3 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHORTYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: ABOVE B. 5/16' LAMI - (1/8' A,.090,1/8" HS) D FOFT, GLASS TYPES G -TL SHALL HAVE A 30 C. 5116- LAMI - (1/8" HS,.090, 11WHS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16' LAM[ - (3/16" A,.090, 3H6" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16- LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13116"LAMI IG -1/8" OR 3116" A (MIN.), 6/16" OR 3/8" SPACE, 6/16' LAMI - (1/8" A,.090.1/8" A) H. 13116" LAMI IG -1/8" OR 3/16" A (MIN.). 6/16' OR 3/8" SPACE, 5/16' LAMI - (1/8" A,.090, 1/8" HS) I. 13/16' LAMI IG -11V OR 3/16" A (MIN.), 6/1 V' OR 3/8' SPACE, 6/16" LAMI - (1/8' HS..090.1/6' HS) J. 13116" LAMI IG -1/8" OR 3/18" A (MIN.), 3/16" OR 1/4' SPACE, 7/16" LAMI - (3/16' A,.090, 3/1(" A) K. 13116'LAMI IG - 1/8" OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7110" LAMI - (3/16" A,.090. 3/18" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3116" HS,.090.3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD &SILL: 101/" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/44" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221&' MAX. O.C. TABLE KEY: 0 X 2+C3+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES NCHORS A CLUSTER OF HE MEETING CENTERED ON THE. MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) -18 3/4' MAX. j I I -H I---3" MIN. .L- + 9' REF. X 0 T - 1 PRODUCT REVISED MTG. RAIL asconplyfinpwith ftFlorida 13uildin3Codo EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS AcceplanwNo (SHOWN IN TABLE KEY ABOVE) u' Daa bfian[IDsdePro 183/4"MAX. 1/2' TYP. 4�3" MIN. 11IIII 9"REF. �N� LYNN' X `` VICENSF' .�p No. 58705 * '` MTG. RAIL,�s3.000 EXAMPLE CLUSTER W/ QTY. OF (4?ANCHORS =„? °3 ,-► , Q O�Cc I �G ANCHORAGESPACING,OXANDXOWlNDOWS FLORIOP.•' Z` T ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ���'%sS/O 1N1A1111 EC:`���` Better �ee.evart °a4 er..e °sif®M'' ALYNN h11LLER�P.E HR710 NTS 10 a 11 4T27-10 E P.E.e68706 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZEHVHZ. W V H QCO LLi WA = as ' h _ ctl 2 ' ¢Q W to _ 06 CO -2 ' 0 QQ W y = 06 n Q W co i QQ W 37.000 x 38.375 48.000 60.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+CZ+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 ,1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+132+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+132+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 53.125 x 38.375 48.000 50.826 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.376 48.000 50.625 54.000 60.000 83.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1'+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 66.000x 38.375 48.000 50.625 64.000 60.000 63.000 11+C3+1 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+G2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 74.000 x 38.376 48.000 50.625 54.000 60.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+03+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4*' F22 4 1+C3+1 3 2+C4+2 . 4 2+C3+2 5 2+C3+2 3 2+C4+2 q 4 1+c3+1 3 2+C4+z a 2+C4+2 5 2+C3+z 4 2+C4+2 5 RdJ 1N17/11 R"E NO CHANGE THIS SHEET` Io7orECNNaoaroanre • NOP.O 6(Xt52016 NOKOMIS FL3/274 AHG.TABLE# PK 4/13/07 C 8 aSSELECTVALUESDUETOANCHORCAP.AW dunes. F.X. owr 2/28W J.J. d,d: S/23/OS l�tr(b(y 1 3/4" MIN. E.D. TYP. MIN. KSI 2x WOOD BUCK , CONCRETE , NOTE 3 �'.' •-:�: NOTE Ix WOOD ' + ° BUCK, — ` NOTE AYL MAX. q9 SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 318" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (135) OR 1/4" SS4 CRETE-FLEX WITH 1 #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4" MAX. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM 1 3/6' 1/4" MAX. SHIM 1 1/4" MIN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MAX.1/47 AXJJJJJJ SHIM MIN. (1.5 KSI CMU) -° PER NOTE 1 ' (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, NOTE 2 ANCHOR, NOTE 1 1 3/4" a EXTERIOR INTERIOR r-% •, •4 MIN. E.D (HEAD & SILL DETAILS A, B. C, D, G & H) TYP. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 _ 4 SEE NAILINI DETAIL E DETAIL F INTERIOR (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR V CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 NOTE 2 114" 114" �l MAX. SHIM MAX. SHIM 1 V�L( ' MIN. SEE NAILING + , .NOTE 1 13/8 MIN. 3.4 KSI 1 D. MIN. E.D. TYP. .. •x CONCRETE 2x WOOD " DETAIL C BUCK, DETAIL D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS ;R67 1WI7111 E NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 &20/11 0 NO CHANGE TH/83HEET F.IG a. 406107 C AOD.F. FRAME CHG. NOTETOFBC, CURRENT EDITION P.O. BGx 1629 P 7 . I NOKOMIS. FL=74 VLd DETAIL H (HEAD) NAILING .131 DIA. MIN, x 2 1/2" NAIL AT CORNERS AND 5" O.C, TYPICAL DETAILS 0, H & I. DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS TANCHORAGE DETAILS �— ALUM. HORIZONTAL ROLLER WINDOW, IMPAC; T I,lislY.tlrt Bmk BM,G HR710 Half 11 m 11 1 4127--10 E PRODUCERBVISSD av covlplYiag with tha Florida Dullding Cow 1 1� l t l t111111// LYNN Q' *' No.58705 �0 5T2 Id�C(/` "/q/ 6N1 AL A. LYNN MITER, P.E P.E.#B8705 MIAWDADE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION . NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miaimidade.gov/,pern/ t (COPY SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Doors w I wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. 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", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0926.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MCI COUN NOA No 11-1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09-0826.10) Test report on 1) 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 FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-60015 FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL- 60253, FTL-60289 FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's R work per FAR 61G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. i (transferred from file # 09-0826.10) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.T. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus", expiring on 0l/14/2012. 2. Notice of Acceptance No.11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB", expiring on 12111/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09-0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09-0177, 0177-A, B & C apgrovved by CC�� \\ Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E-1 LMI SLIDING GLASS DESIGN PRESSURE CHART NOA DRAWING MAP GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON SHEET INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB GENERAL NOTES.............1 G3 - 711 W LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .090 DBPVB INTERLAYER. SHEETS 7,8 & 9 QUALIFIED CONFIG.......... 2.4 G4 - 7/1 6"LAMINATED: (2) LITES OF 3116' HS GLASS WITH AN .090 SGP INTERLAYER. GLAZING DETAILS ............ 5-6 G3A - 9/16' LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. ANCHORAGE .....................7-16 G4A- Oil LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. DESIGN PRESSURES ....... 7-9 G5 - 1"LAMINAT� ED I.G. 3116" T EXT. CAP + 3/8" AIR SPACE + 7116" LAMINATED: (2) LITES OF 311W HS GLASS WITH AN .090 DBPVB INTERLAYER. ELEVATIONS .....................16-16 GS -1"LAMINATED I.G. 3/16" T EXT. CAP + 318" AIR SPACE + 711W LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .090 SGP INTERLAYER. CONFIGURATIONS ........... 17 GSA -1' LAMINATED I.G. 1/4"TEXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .090 DBPVB INTERLAYER. VERT. SECTIONS..............IS G6A -1" LAMINATED ro.'1/4-7 EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. HORIZ. SECTIONS ............ 19.20 2. DESIGN PRESSURES: PARTS LIST ..................... . EXTRUSIONS 21 22-23 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. .................... B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL5980, FTL5993, FTL-6001, FTL-6014, FTL-6016, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-8028, FTL-6031, FTL-6033 AND FTL-6036, DATED SM109. ELCO TEXTRON NOA: 07-0425.01, 03411M.05, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH = PANEL WIDTH - 7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.26' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13-15: I. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 6/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (GS). 1/4' ELCO SS4 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 112' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T6 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9. FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5, IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX.1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. eed and Sill Jambs Concrete Un4iroulad CMU Grouted CMU Two I Via. Mln. Emb. Min. Ed Mln. Fmb. Min. Ed Mini, Em0. Mln. Ed Eteo Ultracon 114" 1 318 2 112 1 U4 2 12 1 314 2 112 5116" 1 34 1 1l4 1 114 1 8116 1 314 2 112 Mco Cute*lex SS4 IN' 1 &4 2 112 1 114 1 2 112 Not Rocanmended P41cok(Anchor Tendon) P4bok Mounting Adapter (Anchor Sheer) Concrete Grouted CMU 1 tonarete Grouted CMU Type via. Min. Emb Mtn.Ed Mtn. Emb. Min. Ed Min. Emb. Min. Ed Min. Emb. Min. Ed qco Utlrecon 1/4" 1 314 2 112 1 3/4 2 112 1 1 314 1 2 12 1 1 34 1 1 114 9co Crote4gox SS4 I 114•' 1 314 2 12 1 Noi Recommended 1 1 314 1 2 112 1 Not Rewnmended NOKOMIS FL 34276 P.O. BqX 1520 NOKOMIS, FL 34274 Concrete Strength Requirements Type Dta. 1C Elco UlUscon 114" 2700 pal 6116" 35M pai Eno Crate -Flax SS4 lie 9350 pal Definition& Emb. - Embedment Ed - Edge Distance Min. = MlNmum CONCRETE SCREWS STRENOTM, Fy MIN. =135 KSI FG M/N.:177 K81 GENERAL Moony BMnpth Raqutramame Unaroumad CMU ASTM "D ASTM C41D aim amA ead"nNra Grouted CMU to swum 21M.2.1.2 and ftM of the F= 0o crews(Head, S amen. Type 111111n. EmbJ Min. Ed 812 Wood Screw I 1 3/8" I 1" and Creta-Flax SS4 UNLESS QTHERWISE N07ED SERIES 770_AL .M SGD - LMI �s�77o NTS 1 � 23 aa.w PG70002 I C tawoucT ���► •.aRNtiha wIN rra P1dr1i► I wascoa 11—IDI$•1tf 11111IIIf ` o'A • STA E OF - �.t� •.. FCOR�Op.... ` ����'�ffss►of1ly A� � �`�, A. LYNN MILLER. P.E. P.F-# Sens APPROVED CONFIGURATIONS: SEE D.P. TABLE, i SHTS. 7-9 SEE DP TABLE SHTS. 7-9 S SA 7 Xp SEE DP TABLE SHTS. 7-9 SEE D-P_ TABLE_ XO, OX, XX, CR1= n P TARI F mr) SHTS. 7-9 t1 A ill ik! iB;i$1 n nn iL! iL! iF�L! iL�� L! iPl '�'� iC7 [$y iFl !T•y � it iL• iL• SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE. OXO, OXX, XXO, OXXp, XXXp R 111�► �♦fi �nT.• • iLy OXXO, XXXO, OXXX, XXXX, - 4 ) xxxp CORNER, TYP. POCKET, TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. ro TECHNOLOGYMVE I QUALIFIED CONFIGURATIONS NOKOMIA FL 54D5 7ft P.o, aqx gaze SERIES 770 ALUM. SGD - LMI NoxoMrs,FLsaz7aiLky sec 70 NTS 2 a 23 o-'4 PGT0002 Ii1iqu" uv"o cooTTLwNY IYe p1e�p► yy�II-lot •1 L Wuiu C LY NN NpAXNN �� �.•'•�.10ENSF �<<FP �� ` * NO.58705 1' . l r► Il �0all ` !0NAL 1e A L" Ir{ILL�E�t� P.E. P.E.0 68705 OXXO, XXXO, OXXX, XXXX, - 4 ) xxxp CORNER, TYP. POCKET, TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. ro TECHNOLOGYMVE I QUALIFIED CONFIGURATIONS NOKOMIA FL 54D5 7ft P.o, aqx gaze SERIES 770 ALUM. SGD - LMI NoxoMrs,FLsaz7aiLky sec 70 NTS 2 a 23 o-'4 PGT0002 Ii1iqu" uv"o cooTTLwNY IYe p1e�p► yy�II-lot •1 L Wuiu C LY NN NpAXNN �� �.•'•�.10ENSF �<<FP �� ` * NO.58705 1' . l r► Il �0all ` !0NAL 1e A L" Ir{ILL�E�t� P.E. P.E.0 68705 t .qm= n P TART F S TA SF % ---- oxxxo, xxxxo, OXXXX, XXXXX, Ir xxxxxp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 S TA S' SHTS. 7-9 EE P IBLE TS. -9 _s APP n P TART P SHTS. 7-9 t EE 1p TS. -9Mm APPROVED CONFIGURATIONS SHEET NP.O. IV,50 OKOMfFL 94274 FIN,Tll PlAWA ELY.L AW1 SERIES 770 ALUM. SGD - LMI ft%n eaY:ryn Vft SOM10 TS 3 a 23 PGTV002 wwaucv wlcvu�p r �!R wIM IfM [+IwMo ♦eeM..sw 11-1018.1�} MWdDbe' No. 587 5 �• l*fll •'�f11` O STATE F A LYNN/fJI1L��K P.E. P.E.M BM5 r APPROVED CONFIGURATIONS: S L TA Sf CGG n D T®RI F SHTS. 7-8 EE '-I 1p BILE Al I tl tl OXXxUCO, XXxUUCO, OXXXXXX, XXxWUC, XX (xxxxp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 ccc n o TeQI c S L TA Sf Is, s� f j Ox.WWCO, XxWUUCO, OXXXXxUC, xWxxxUC, xxxxxx CXp lone» "c " NOCHMGETHIS SHEE QUALIFIED QONFIGURATIONS xwfemnr 7070TECNNOLOOYDRNE of/Me S PERMU7WWROOMAIEWS NOh'OMIS, FL X275 „Hems A PER MYYWOADFCOMMENfB Paagxt5za SERIES770,;/ALUM. SGD-LMI _ WM9 aft N0 � 3ez74 ® son77a NTS 4 d 23 � PGT0002 C SHTS. 7-9 EE BLE . + 20"cDDo ei`iePI r �' �uuuf, `� `'�`r.• ��GENSE• � * • No.58705 PoSTA Al A. LYNN R.P.E. REA 50705 EXTERIOR 2U2 3116" HS GLASS .090 DBPVB 3/16" HS GLASS 74 7/16" NOM. 82 3/4" NOM. GLASS 80 BITE 54 7/16" LAMINATED GLASS TYPES G3 EXTERIOR 203 1/4" HS GLASS .090 DBPVB 1/4" HS GLASS 74 9/16" NOM. r3/4WMS 9/16" LAMINATED GLASS TYPES G3A NO CHANGE THIS SHEET EXTERIOR 204 3/16" HS GLASS .090 SGP 3/16" HS GLASSV3/4�NOM. 7/16" NOM. 82 S 80 54 7/16" LAMINATED GLASS TYPES G4 NOKOMIS, FL 34278 P.R SOX 1525 NOKOMIS, F134274 EXTERIOR 2055 1/4" HS GLASS .090 SOP 74 1/4" H8 GLASS 9/16" NOM. MS W 9/16" LAMINATED GLASS TYPES G4A 5ER/ES 770 ALUMINUM SGD - LMl Boa NTS S d 23v PGT0002 rOAC.UCr RAWSO >,*.%*iq wNY fir Fted.& Ant/h Sri d VNN al(� A. LVNN MILL�R,,P.E. REA 60706 EXTERIOR &/116' HS GLASS 212 3/16" HS GLASS .090 DBPVB EXTERIOR 090 SGP 3/16' HS GLASS 3/16" HS GLASS i79 IR SPACE 74 3/8" AIR SPACE 74 GLASS 3/16" T GLASS " NOM. 1" NOM. 83 31C NOM. 3/4B�ITES M. GLASS G BITE 79 TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER --/ 1" LAMINATED I.G. TYPES G5 55 1" LAMINATED I.G. TYPES G6 55 IiC01Icr i1RVll w �llC* "IIi:,MfM NYIYE 3/18" HS GLASS 213 3/16" HS GLASS E)(TERICIR 8 o... i .090 DBPVB EXTERIOR .090 SGP 3/16" HS GLASS 3/16" HS GLASS 5/16" AIR SPACE 74 5/18' AIR SPACE 74 1/4' T GLASS 114" T GLASS 1" NOM. 1" NOM. 83 83 3/4" NOM 3/4" NOM. GLASS GLASS 79 BITE 79 BITE TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER j4 \�%% y VYNN M/// 1" LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES G6A 55 ��� �ZO JpeNee '' 4 �r 140.58705 a rx-AJ..7%1f/1! C NO CHANGE THIS SHEET SAIEIF":'�� GLAZING DETAILS ,O,(. •.••. F,,oR�pP•'�C9,- 7ZRW ME— ROKOMIS, FL SM S SERIES 770 ALUMINUM SGD - LMl 9MC 11/18/09 A PER MIAMI DADE COMMENTS a0. BOX 1618 awn.m� ems", w.. i.� ` ft"�.; �� �; .0113, FL 34274 A LYNE MILLER P.E. �y ayOy �,a soD77a NTS 8 u 23 PGT0002 D PE.rs37os v DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED -STANDARD STILE -STANDARD ASTRAGAL TABLE 1. > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNERASTRAGAL CLUSTER FLUS INiERM®tATEANCHOR QTY. PER PANEL H & S, >JAMBANWORQTY. >RHOOKANCHORQTY. Anchor Types: G3. 7116" LAMINATED GLASS - (3/18" H.S. / PVB / 3/16" H.S.) 1) •114" ELOO ULTRACON (FORMERLY TAPCON G3A - 9118" LAMINATE) GLASS - (11W KS. / FV B / 1/4" H.S.) 2) •1/4" SS4 CRETE•FLEX G5-7116"LAMINATED LGU.-(3116-TEJ./AIR /3/16'•H.S./PVB/3/16"H.S.) 3) •511WULTRACON G5A-7118"LAMNATIEDLG.U.-(114"TEMP. LAIR13N8'H.S.IPVB/311VH.S.) 4) YN2STEEL SCREW(G5) • SEE ANCHORAGE NOTES 1 & 2 ONSHEET 1. UNIT HEIGHT 80 84 90 96 MOM. PANEL WIDTH FRAME SIDE U U N U U d' N U U N - U V o7 V N U Z U N °- U , V U Z cOi N V- U zz U a1 nl GLASS TYPE - 3, 3A 6, 6A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&S C4+1 C4+1 C4+2 C4+1aft C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 24 JAMB 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 b 5 5 6 6 1 6 5 6 6 GLASS TYPE - 3, 3A 5, 5A +60 .60.0 +80 -60.0 +60 -60.0 +60 -00.0 H&S 04+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 JAMB 10 10 10 10 10 1 10 10 10 10 10 10 10 30 P-HOOK 5 5 b b b 1 5 6 6 5 5 6 5 GLASS TYPE- 3, 3A 6, SA +80 -60.0 +80 -60.0 +60 -60.0 +60 -60.0 H&S C4+1 C4+1 C4+2 04+1 C4+1 C4+2 C4+1 C4+1 Cflms C4+2 JAMB 10 10 10 10 10 10 10 10 10 38 d� P-HOOK 6 5 5 5 6 5 5 5 GLASS TYPE - 3, 3A 5, SA +60 -60.0 460 -60.0 +80 -60.0 +60 -60.0 H&S 04+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK b 5 5 5 5 6 8 6 8 6 8 6 GLASS TYPE - 3, 3A 6, 6A +80 •60.0 +60 -60.0 +60 -60.0M16 +60 80.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1C4+1 C4+1 C4+2 JAMB 10 10 10 10 10 10 10 1010 10 tilL 48 P-HOOK 6 6 6 8 8 6 8 87 1 7 1 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4", 31/4" AND 21/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. J.J. I IM 1H1 C I NO CHANGE THIS SHEET O= EXAMPLE ON SHEET 10 TABLE 1A. SILL HT. VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD FLUSH 1-1/2" WA LOW 24/2" +48.07PSF M® 3-1/4" +60.0PSF HIGH 4" +60.0PSF SEE NOTES 1-3 NOKOMI$ FL 34276 P.O. BQX 160 NOXOMIA FL 34274 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25° 11 90° OUTSIDE CORNER 90° INSIDE CORNER r OH LENGTH I OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 g� OR GREATER 0 SEE NOTE 3 DPANDANCHORAGE SERIES 770 ALUMINUM SGD - LMI u NTS 7 a 23 ft eoPGT0002 �po4uCr uvv" M u i111111 X.YNN M/l," / s I.ONA� A. L P.E.9 IL�L�R, P.E. P.E.N 68706 DESIGN PRESSUREANDANCHORAGE-UN-REINFORCED-HEAWDUTYSTILE- -6 AN 7ABLE2. > HEAD& SILL (H&S) WMRLOCK & SMO-rL & CORNMASMGAL CLUSTERPLUS P1MWEI) ATEANCHOR QTY. PER PANEL H & S, >JAWANCHORQTY. >RHOOKANCHOROW. Anchor Types: 04-7/16'IAWA'tMGLAS9-(3116'•H9./SGP/3M6-H&) 1) 4/4- aCO ULTRACON(FORMERLY TAPOON G4A-8116'LAMNATED GLASS -(WH.S./SGP/1/4•H.S.) 2)'lW S84 Uarf FLEX GB - 711W LAMNATEO LQU - (3M6' TEMP. /AR/ SMS' H.S. / SGPI9MW HS.) 3) 'SM0' LILTRACON (OA • 711(" LA W ATEDLG.0 - (114-W41P. /AR/ 311W RS.I SGP13/16' KS.) 4) Y12 STEM SCRBN(05) ' • SEEAN04MCENDTES 1 & 2 ON SHEET 1. UNIT HEIGHT 60 84 90 86Q5 102 108 114 20 NOWIDTHEL SIDE cDt S QQ �Q$ 3 5 GLASS TYPE -4,4A8,6A 80.0 -60.0 1 60.0 -60.0 60.0 -60.0 00.0 $D.0 80,0 $D.0 60.0 .60.0 BOA -60.0 60.0 -60.0 H&S C4+1 C4+1 06+21 C4+1 C4+1 C6+2 04+1 C4+1 I CB+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 06+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 24 1 JAW 10 10 10 10 10 10 1 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P•HOOK 5 5 6 5 6 5 6 5 b 5 6 5 8 6 8 6 6 0 1 8 1 6 6 8 1 8 1 6 GLASS TYPE-4, 4A, 6, BA 60.0 -80A 60.0 -60.0 00.0 -no 60.0 -60.0 60.0 -80.0 60.0 -60.0 00.0 •60.0 60.0 •60.0 H&S C4+1 04+1 CS+2 C4+1 C4+1 C6+2 04+7 C4+1 CB+2 C4+1 C4+1 06+2 C4+1 C4+1 C6+2 04+1 C4+1 CO-2 C4+1 C4+1 CB+2 C4+1 04+1 C6+2 90 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 $ P-HOOK 6 6 6 6 6 6 6 6 5 b 6 b 8 6 8 6 8 9 B 6 6 8 6 8 GLASS TYPE -4,4g6,BA BQA •60A 60.0 $0.0 80.0 $0.0 BOA $0,0 80.0 $0.0 80.0 $0.0 BOA $0.0 0 F)&S C4+1 04+1 C9+2 C4+1 C4+1 C6+2 C4+1 04+1 C6+2 C4+1 04+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+21 C6+2 36 JANNI3 10 10 10 10 -10 10 10 10 10 10 1D 10 12 12 12 12 12 12 12 12 1212 P- HOOK fi 5 5 5 6 fi 5 5 5 5 5 6 6 6 6 8 8 6 7 T 77 &-MS TYPE - 41,11, 4A, 0, 8A 60.0 $0.0 60.0 .60.0 60.0 .80.0 60.0 -60.0 '60.0 •80.0 60.0.60.0 60.0 -60A .0 ;2604_ H&S C4+1 C4+1 CB+2 C4+1 C4+1 CB+2 C4+1 C4+1 C6+2 C4+1 04+1 C6+2 C4+1 C4t1 C8+2 C4+1 04+1 C6+2 C4+1 C4+1 C6+21 08+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 1212 P-HOOK 6 5 6 b 6 b 8 8 6 6 6 6 8 6 7 7 7 7 7 7 88 GLASS TYPE -4,4A8,BA 60.0 $OA 80.0 $0.0 80.0 $0.0 BOA $0.0 60.0 $D.0 80.0 $0.0 BOA •BOA 0 H&S C4+1 C4+1 C6+2 C4+1 C4+1 C5+2 C4+1 G4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 N+ C4+1 C6+2 C4+1 C4+1 06+2 C4+1 C4+1 C6+2 48 JANB 10 10 10 10 10 10 10 10 10 10 1D 10 12 12 12 12 12 12 12 12 12 12 12 12 P•HOOK 6 6 6 6 8 8 8 8 8 7 7 7 7 7 7 8 8 1 8 9 1 8 6 1 9 1 8 1 9 GLASS TYPE - 4, 4A 0, BA 60.0 .60.0 60.0 $0.0 00.0 -60A 60.0 -60.0 PANELS OVER 4W' WIDE NOT AVAILABLE OVER 90"HIGH 64 H&S C4+2 C4+2 C5+2Mle +2 C4+2 C4+2 06+2 C4+2 C4+2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 P-HOOK e 6 6 6 6 7 T 7 7 GLASSTYPE-4,4A,6,6A 60A -60.0 00.0 $o.o .60.0 80 H&S C4+2 04+2 C6+2+2 C4+2 C4+2 C5+ C4+2 C4+2 C6+2 J. 10 10 100 10 10 10 1010 7 7 7 7 7 9 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.2 Vr. 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION 13 NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. J.J, I 611fif C I NO CHANGE THIS SHEET O= EXAMPLE ON SHEET 10 TABLE2A SILL HT, G POS. DP SILL RISE HMHr (+) DESIGN LOAD FLUSH -1.1/2 NA LOW -2-1/2' +46.67 PSF NID - 3-1/4' +60.0 PSF HG1- C +60.0 PSF SEE NOTES 1-3 STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 0 FOR 90° INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.2W OH LENGTH 4 OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 l OR GREATER a SEE NOTE 3 01AW10 I B I PERMNMI DAOECONMENTB NOxOM13, FL 3427E nblLon4ls, p! sena I�S"ER/ES 770ALUMINUM SGD - LMlatmA �iJ_SMPGT0002mm „'SM a 1l1fi�ildf �11� IIYL� 'ML IS 11111l1!) * ; NQ. 56105 'Ji` A '• STATE F ,:'`Z A. LYNN N9L�ER P.E. P.ES 58705 DESIGN PRESSURE AND ANCHORAGE -UN -REINFORCED -HEAVY DUTY STILE -HEAVY DUTYASTRAGAL TABLES. > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR CITY. PER PANEL H & S. >JAVSANCHORQTY. >P-HOOKANCHORQTY. Anchor Types: G4 - 7/16" LAMINATED GLASS - (3/16" H.S. / SGP/ 3/16" HS.) 1) •1/4" ELCO ULTRACON (FORMERLY TAPCON) G4A - 9/16' LAMNATED GLASS - (1/4" H.S. / SGP/ 1/4" H.S.) 2) '1/4" SS4 CRErE+LEX G6 - 7/16" LAMNATED LG.U. - (3/16" TBVP? / AIR / 3/16" US. / SGP/ 3/18" HS.) 3) '5118" ULTRACON GBA - 7/16" LAMINATED LG.U. - (1/4" TEMF. / AIR / 3116" US. / SGP! 3/16" KS.) 4) 'M2 STET. SCREW (GS) • SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 NOM, PANEL WIDTH FRAME SIDE U o U $ 52 S a � U � 6 O U $9 N M a N sf N N M a N - N - N - N GLASS TYPE - 4, 4A 8, 8A 90.0 -90.0 90.0 -90.0 90.0 -90.0 00.0 -90.0 24 H&S I C6+2 C6+2 C6+2 C6+2 06+2 1 C6+2+2 C8+2 C6+2 C6+2 C6+2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 5 5 5 6 6 6 6 GLASS TYPE - 4, 4A 6, SA 90.0 -90.0 90.0 -90.0 0.0 -90.0 90.0 -90.0 B H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+22 C6+2 C6+2 C6+2 C6+2 C6+2 30 JAMS 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 6 6 6 6 6 7 7 7 7 GLASS TYPE - 4, 4A 6, 6A 90.0 , -90.0 90.0 -90.0 0.0 •90.0 90.0 -90.0 H&S CB+2 CB+2 C6+2 C6+2 C6+2 C6+22 C8+2 CB+2 C6+2 C6+2 C6+2 36g JAMB AM 10 10 10 10 10 10 10 10 10 10 10 6 6 7 7 7 7 7 8 8 B 8 8 GLASS TYPE - 4, 4A 6, 8A 90.0 .90.0 90.0 -90.0 0.0 -90.0 90.0 -90.0 H&S C6+2 C6+2 C6+2 +2 C6+2 C6+2 C6+2 C6+2 C6+2 42 JAMB 10 10 10 mmis 10 10 10 10 10 P HOOK 7 7 7 8 B 9 9 9 GLASS TYPE - 4, 4A 6, 8A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 H&S C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 CB+2 CB+2 48X JAMB 10 10 10 10 10 10 10 10 10 10 10 10 a P-HOOK 8 8 8 8 8 8 9 9 9 10 1 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A 3.21/2", 31/4", AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION, 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. J.J. 10111111 'Cl NO CHANGE THIS SHEET 90' OUTSIDE CORNER TABLE 3A SILL HT. VS POS. DP SILL RISE HEGHT (+) DESIGN LOAD FLUSH-1-1/2" WA LOW-2-1/2" +46.67 PSF MED - 3-114" + 60.0 PSF HIGH - 4" + 90.0 PSF SEE NOTES 1-3 NOKOM/S, FL 34276 P.O. BOX 162E NOKONS, FL 34274 90" INSIDE CORNER rOH LENGTH I OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 QI OR GREATER SEE NOTE 3 DPANDANCHORAGE SERIES 770 ALUMINUM SGD - LMI B DB 77o I NTS 1 9 d 23 r PIST0002 JOM. PANEL WIDTH-7" NOM. PANEL HEIGHT- 8.26" 'YnOnucPREV4" as w"yylq wM! tYt Fta+er� I,11 o S I.W N�C `•�C%� V'GeNse ' '• Q �': k ; No. 56705 :'A ••' STAT SIONAL A. LYNN MILLER, P.E. P.E.# 68705 TYPES: 1) IN' ELCO ULTRACON (FORMERLY TAPCON) 2)1/4" ELCO SS4 CRETE-FLEX 3) 5/16" ULTRACON 4) #12 STEEL SCREW (G5) HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90" CORNER ON BHT. 11.12. JAMBS & P-HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. 24" MAX. O.C. EXTERIOR TH"ANCHORS PER PANEL" ARE 8ASTRAGAL " MAX. INTERLOCK INTERIOR OSE AT THE HEAD AND SILL 3'6" CENTERLINE SEE CLUSTER DET., SHT. 11 CENTERLINE 8" MAX• 8" MAX. BETWEEN CLUSTERS OR THOSE TYP IBETWEEN A CLUSTER AND A , -1 10 FRAME JAMB OR P-HOOK. 2.04" 4.051" o 0 0 3.6" 3.5" 24" MAX. O.C. 3.5' I EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE 13 PANEL, 2-TRACK ExAMPLE SHOWN) _ (14) ANCHORS TOTAL TYP (3) PANEL, 46" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR ---------- --- ---- -- — ----- ------------------- C4+2 & CORNERS - (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP. 'LAMS CLUSTER DETAIL BELOW SEE CLUSTER 2 C4 2 C4 2 C4 2 1 DETAILS, SHT.11 I I I i I % 6"1 3.61 TYP SEENOTE (7) P-HOOK 14• ANCHORS c INTERLOCK CENTERLINE 6"I 3.5" TYP. AAX, Fi • • % M w MAX. • 3" % % % MAX1.. % % % % R % 6" MI % " "" • • • • ■ = FRAME ANCHORS • = P-HOOK R % 21 MAX. • • ANCHORS % • • Y1AX, • 3" 10" MAX. • R % MAX. R R % lx % % % Ix % 6" M' 24" MAX. O.C. W MAX.. TYP. L VC. 149DUCCT�NBVUSP . (10) •:ue.�coa D 1 S ANCHORS #,O-t$w Date LZ J'S PERJAMB q ` (SEE SHEET +r 13 FOR CLUSTER O.C. SPACING IX. EXAMPLE OX-900 OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS, INTERLOCK CENTERLINE SHT 11 1-- 8" MAX. ' � I 4.051" MIN. O.C. ° 3.5" — 2.04" NOTE: SEE DETAILS S & T ON SHEET 14 &DETAILS TYPICAL IAMB CLUSTER FOR DETAILS SEE CLUSTER DETAILS, SHT.12 M. N. 0. P. a & R EXAMPLE PLANS veaMwM�0a0ecoreMovra P o. aqx laze I U ( �j SERIES 770 ALUMINUM SGD - LMI " MKOMIa, FL XV4 �ti1�® - s".r as.nc%a sG0rr0 NTS 10 m 23 1 PGT0002 "V %-NNN `� � .• �CENSF' . �P 140. 5ST05 "-t A'' /•In (I r STATE OF %Oit`CC •.. FLORIOP••\4 �'�I;sslONAL � A LYNN e.IILC��' PP. paoiiR r ----------------- A-R-AG-LOR r -------------AS-R-G-A-5R1 rI ----------------- A-AGAL OR INT'INT. INTERLOCK [----INTERLOCK INT. INTERLOCK I —CENTERLINE i i I CENTERLINE i i .I CENTERLINE 3.5 .1 j j3.5 1.75 1.76 3.6 4.061 2.040 I 2.040 j 2.040 I I i a i dnm 7 ANCHOR CLUSTER - C4 A�ALbR-------------- INT. I INTERLOCK CENTERLINES —►i 3.5 t I I 1 I I 4.01 6.369 i --------------------------- 3-TRACK.ASTRAGAL /INTERLOCK ONC4IAR CW RTER - C4 INT. INTERLOCK CENTERLINE NO OTECHHOLOOYORI NOKOMi$ FL $0 ,6 P.O. BQX NOKOMIB, FLf678 1 INTERLOCK CENTERLINE F� -- 7 'INTERLOCK INT. CENTERLINE 3.6 2.040 —4.048 o � o INT ! NOTE' ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS 3.6 SHOWN ARE IN INCHES. 1 I I 2.04 { rL10QJCr ACYICQp � s a�i>tytq w10111M.rlelk► • I 5ERIES 770 ALUMINUM SGD - LMI Bcn Tor 16 11 a 23 PGT0002 �111111f GEN LUZ �'f 1 •, S% a =� 0NPL rfl�I �1� A LYNN MILLER,`P.E. REA 58705 EX1 ANCHOR CLUSTER - C4 ``� 2.04 \ INT. 3.889 .41'S'F 10 I ACK. 90° INSIDE CORNER S 1' OUTSIDE CORNER SIMIU ANCHOR CLUSTER - CS USED FOR CS AND CB NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. r�wuar•rrsvrscp r�yrrSwrywnwu� y- Ipyk.lrn ww '�• S' >N �- llbr Da* '3-TRACK, 80° OUTSIDE CORNER SHOWN,. 4-TRAC 90° INSIDE CORNER SHOWN \ 3-TRACK. 90° INSIDE CORNER SIMILAR (OPPOSITE) 4-TRACK. 90. OU SIDE CORNER SIMILAR (OPPOSITE) ♦�` a� L Ami 0-6 ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED �` �r�. '�pENS� ''•�Q �: AT ALL 3-TRACK CORNERS AT ALL 4-TRACK CORNERS Qom'; Ac 58T05 '•, STAVE OF ,� c.pyas J.J. loi11i11 C NO CHANGE THIS SHEET 1070 TECM0WGYDRWF ANCHORAGE, EXAMPLE CLUSTERS.......... 'i�DiC`� •F amll B Anr. PER MINAI DADECOMAfEN13 NOKOMS• FL 30276 7 SERIES 770 ALUMINUM SGD - LMI �, S V` S,ONAL♦�` BMC IIVVIW� A PPRMAMIDADECOMMENTS P v �X 1a�B NOXOMB, FL S4T7� ® exy*par euAr arwe aiwepxa xr: A LYNN MILLER, P.E.SM 5/09 SGD770 NTS 12 u 23 PGTOOD2 C P.E k BB705 4 2 1/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, BHT.1 SEE CHANT, Sh I.1 1"MIN. 21/16" O.C. E.D. TYP. 1" MIN. 2 1/OW16"G TYP. E.D. TYP. 413/8* EXT. EXT. ; ..'ti.•,i; ',4:'��: ::•'��.;.:`. SEE CHART MIN. —'� 3/8" MIN. • '' " ; • 3HT.1 114" 1/4" EXT. • MAX. MAX 114" 1/4" SHIM SHIM MAX MAX. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, BHT,1 SHIM SHIM x t I I SEE CHART, BHT.1 t. -- N I— 21/16" O.C. DETAIL A. 2-TRACK FRAME HEAD DETAIL B. 3-TRACK FRAME HEAD NCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, BHT.1 -1 --- — I. ' WOOD INSTALLATION WOOD INSTALLATION DETAIL C. 2-TRACK FRAME HEAD DETAIL D. 3-TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 2x WOOD BUCK TYP„ CONCRETE INSTALLATION CONCRETE INSTALLATION SEEANCHOR SEE ANCH.NOTE 3,\114 WOOD BUCK TYP., NOTE 6 BHT. 1 SHT, 1 SEE ANCHOR NOTE 3, BHT.1 (1/4" MAX.) SEEANCHOR SEE ANCH 21/18 O.C., T41; NOTE 1 NOTE MAX. EXT. r w (1/4"BMAX) 1 3/8"MIN. �T• (114" I 21/16" 1"MIN I 13—/8""MIN. %Y -A4 •O.0 '..t :.,, ; .TYP. , TYP. E.D.. Imo-- 2x WOOD BUCK 21/16" 1• MIN I EXT. . : •+, •" DETAIL E. 2TRACK FRAME SILL -►I7YP•, ED., SEE CHAR, WOOD INSTALLATION SEE ANCHOR O.C., TYP, Typ DETAIL G, 2-TRACK FRAME SILL NOTE 3, BHT.1 DETAIL F, 3-TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE ANCHOR TYP., WOOD INSTALLATION SEEANCHOR NOTT. (1/4" MAX.) SEE ANCHOR NOTE 1, BHT.1 (CONCRETE—r—�I 1" MIN 2 U 18" O.C., TYP. —yam-- —►{ 71 TMp, r EXT. f ;:;:';�::�� ��. .%:.1. �,:.:."[.� BHT.1 21/16° O.C., TYP. SEE CHART, BHT.1 DETAIL H. 3-TRACK FRAME SILL � CONCRETE INSTALLATION SONCRETE SEE CHART, BHT. 1 SEE CHART SHT.1 EXT. : WOOD BUCK TYP., SEE NOTE 3, BHT. 1 SEEANCHOR NOTE 65N BHT.1 (1/4" MAX.) 1 3/S" MIN. ANCHOR TYP. SEE ANCHOR NOTE 2, BHT.1 DETAIL 1.4TRACK FRAME HEAD_ WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, BHT.1 ru"uCr gavfow m4+,ws—gwki tw rbid. (cam EXT. 1 3M" MIN. \���� �I %,YNN 1"MIN ��� h�� vGENse'' ' 21M6" O.C., TYP. 21/16" O.C., TYP. = �r' CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1,r,.\r, E D Ac r No, 56705" DETAIL DETAIL J. 4 TRACK FRAME HEAD K, 4-TRACK FRAME SILL TYP. CONCRETE INSTALLATION WOOD INSTALLATION — a u /I W; '0 '• IL! J.1 10/11/11 �C NO CHANGE THIS SHEET O'•. STATE P 10707ECHNOLOGYDRNE ANCHORAGE DETAILS ,,,t�'••..F�oR�o,• �1?, AMC olimlo B PERMIAMIDADECOMMENTS NOXOMIAFL3076 ►ONAL P.C.SERIES 770ALUMINUM SGD-LMI SMC 11118NA MMO FER as ear• ��„" NOXOMIS, FL 34274 A. LYNtr MK P.E. SMC 0�8/WOmIdWSY q D,d SGD770 NTS 13 d 23 PGT0002 C P.ER68705 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 ONCRETE 2 1/16" O.C., TYP. —�j 1/4" MAX. SHIM 1 SEE' CHART SHT. 1 SEE ANCHOR T- I�-I- 1 I 1/4" MAX, SHIM NOTE 5, SHT.1 SEE CHART FAT• . —J _ (1/4" MAX.) SHT. 1 h`•.'' `•. SEE CHART EXT. ,v SHT. 1 CONCRETE f ,. '••,�;•: ANCHOR • l' �z'•: .r •; ? , .r,;i:.::' �'..' • 21/16 ..;.�•::. TYP.,SEE .,r-:�'y •'��'_�'�..I�T�'ti",..y'I':+ EXT. •..J,., O.C., TYP. �":��;�; ANCHOR NOTE 1, SEE DETAIL L. CHART, SHT 1 4TRACK FRAME 31LL ,.� , , '++;-.• ; SHT. 1 CONCRETE INSTALLATION CONCRETE ,� c ANCHOR 13/8° MIN. 1/4" MAX. SHIM 1" MIN TYP., SEE :�ASONRY 1 3/8" MIN. ANCHOR s �� .++. ::'„ C7 EXT. I I 1/4" MAX. SHIM EXr, I NOTE 1, SHT.1 imp WOOD I WOOD ANCHOR ANCHOR 1/4" MAX SHIM TYP., SEE ANCHOR TYP., SEE CONCRETE NOTE 2, ANCHOR NOTE 2, 21/16" DETAIL 0.4-TRACK FRAME JAMB ANCHOR SHT.1 SHT 1 O.C.; TYP. CONCRETE INSTALLATION TYP., SEE 2X WOOD BUCK 1 3/8" MIN. 1/4" MAX. SHIM ANCHOR NOTE 1, SEE SHT. 1 ANCHOR 21/16" NOTE 3, DETAIL N. 2 TRACK FRAME JAMB SHT. 1 WOOD INSTALLATION O.C., TYP. WOOD ANCHOR TYP., SEE ANCHOR DETAIL M. 4-TRACK FRAME JAMB NOTE 2, WOOD FRAMING — SHT.1 WOOD INSTALLATION P•HOOK MOUNTING ADAPTOR 13/8" MIN. ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS 1" MIN. 1.3/4" MIN. 1" MIN. - 2.04" I•:;��� SEE CHART 7 �� SHT. 1 r II 4.051" I'„ •• 21/16" +:: z O.C., TYP. I` MIN. O.C. 3.5" ujj TYPICAL JAMB CLUSTER FOR DETAILS M. N.O. P. Q & R SEE CHART SHT.1 ° SEE CHART ;•• SHT.1 21/16" O.C., TYP. :z ---2X WOOD BUCK y �'r•' L SEEANCHOR NOTE 3, SHT, 1C 2 1116" DETAIL R. 3-TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION SEE CHART, SHT.1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN -RAME *$; =".'' ' � "' BETWEEN P-HOOK JAMB ; E': INSTALLATION ANCHORS CATION `.'r ;? •F.,: je%,„°i NCRETE/MASONRY �::','�b;;r� •.•lam (GROUTED BLOCK ONLY) r ,• 9. ''' 0' SEE CHART, 1 1/4 ;:,: , , �: ..1+ ;: SHT. 1 WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. t SEE ANCHOR NOTE 2, SHT.1. ANCHOR CITY. FROM TABLES EXT. ANCHOR CITY. FROM TABLES 2.693" MIN. 1-3, SHTS. 7-9 PERTAIN TO 1-3. SHTS. 7-9 PERTAIN TO EXT. THIS ANCHOR LOCATION, 2.693° MIN. THIS ANCHOR LOCATION, DETAIL S. P-HOOK DETAIL T. P-HOOK WOOD INSTALLATION CONCRETE INSTALLATION NO CHANGE THIS SHEET I--:\ = �"Aanunonn_=nrrAIfc NOKOMIS• FL 34275 P.a eox 1529 SERIES 770 ALUMINUM SGD - LMI NOKOMIS, FL 34274 �Lj�� S� D770 I NTS I 4 - 23 —'*PGT0002 ►uancr wwwo r NwIM Ae itald► Illlllll LYNN `�a,�`2�,• JpgNSg• R *• Na.56705 �-0 • �• CC R II • �� OF iOi:�•'' . FlOR1�P•'• ��� S�ONA1,,L lo\ A. LY1, 1 1 P.E. PER 50705 WOOD FRAMING 1 3/8" MIN. P-HOOK MOUNTING ADAPTOR P-HOOK MOUNTING ANCHORS LOCATED MID -SPAN ADAPTORANCHORS BETWEEN P-HOOK LOCATED MID -SPAN INSTALLATION ANCHORS BETWEEN P-HOOK INSTALLATION ANCHORS I 0 tc"-WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1 3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL MM, P-HOOK FOR BOX RISER WOOD INSTALLATION DETAIL'V', SHT. 18, ^�- ANCHORAGE DETAILS A' e ========rF=======9 n r---_omdwu----_em_yI iii fiRPANEL In PANEL Ii PANEL PANEL III TYPE ul TYPE ul TYPE TYPE 'A n I QS' o i 'AS' 'K' III 1 / 1 I uu , In h I / h nu i In � II SEE NOTE 3, SHT. In it 15 u I� iu C' ni a III `-✓ I I o l 64Sesanesenb6tiss�s=ed _.. i &'V. BHT.13 a r^ r � DLO WIDTH - NOM. PANEL WIDTH - 7" k-DETAIL'U', SHT.18. DLO HEIGHT = NOM. PANEL HEIGHT -8.25" ANCHORAGE DETAILS'E' &'G. SHT.13 XX-900 CORNER-XX (2 TRACK INSIDE 900 CORNER) INT. r *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES —� SEE CHART, SHT, 1 CONCRETE/MASONRY (GROUTED BLOCK ONLY) SEE CHART, BHT. 1 `- SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 13, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL NN. P-HOOK FOR BOX RISER CONCRETE INSTALLATION ] X 1.60" PH SMS PANEL CORNER DETAIL DETAIL'EE', SHT.19, #8 X 1.00" ANCHORAGE DETAILS'N' PH 1 &'P', BHT.14 'BB', SHT.19 EXT. /- DETAII- XIV, SHT. 20 HORIZONTAL SECTION B-B 4275 ao. NOKOMIS, FL 3 e J[j j\ 1\�`�J-1�Lj�_II SERIES 770 ALUMINUM : NOXOMI3, l-134174 "Yi� °'� :""" • soa770 NTS 15 - 23 FRAME CORNER DETAIL - LMI ro PGT0002 ruovvGT xBvw,w r"pblasw"IIMrm omftcwo �ll-lol •/5 ��IllluU k t10�66705 Off' A :IAIEIOF I _� - O •. F�oa�QA �0. ' A LYNN WYER, P.E. KEA 58705 i &'V. BHT.13 a r^ r � DLO WIDTH - NOM. PANEL WIDTH - 7" k-DETAIL'U', SHT.18. DLO HEIGHT = NOM. PANEL HEIGHT -8.25" ANCHORAGE DETAILS'E' &'G. SHT.13 XX-900 CORNER-XX (2 TRACK INSIDE 900 CORNER) INT. r *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES —� SEE CHART, SHT, 1 CONCRETE/MASONRY (GROUTED BLOCK ONLY) SEE CHART, BHT. 1 `- SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 13, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL NN. P-HOOK FOR BOX RISER CONCRETE INSTALLATION ] X 1.60" PH SMS PANEL CORNER DETAIL DETAIL'EE', SHT.19, #8 X 1.00" ANCHORAGE DETAILS'N' PH 1 &'P', BHT.14 'BB', SHT.19 EXT. /- DETAII- XIV, SHT. 20 HORIZONTAL SECTION B-B 4275 ao. NOKOMIS, FL 3 e J[j j\ 1\�`�J-1�Lj�_II SERIES 770 ALUMINUM : NOXOMI3, l-134174 "Yi� °'� :""" • soa770 NTS 15 - 23 FRAME CORNER DETAIL - LMI ro PGT0002 ruovvGT xBvw,w r"pblasw"IIMrm omftcwo �ll-lol •/5 ��IllluU k t10�66705 Off' A :IAIEIOF I _� - O •. F�oa�QA �0. ' A LYNN WYER, P.E. KEA 58705 DETAIL'CC', BHT. 19i fDETAIL'BB', BHT. 19 NOTES: DETAIUFF', SHT.19. JDETAIL IV', BHT. 18, ANCHORAGE DETAIL 'N' DETAIL'EE', BHT. 19, & ANCHORAGE P', BHT. 14 ANCHORAGE DEDETAILS W &'P', BHT. SHT. 14 14 & IV, SHT.13� PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TV 'L' 'D' 'A' S SEE D NOTE TAB 3 a a O --1 X - X XI L-4 ij i 7 MAX. T. EE P LES f,i 1. SEE BHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7° DLO HEIGHT - NOM. PANEL HEIGHT - 8,25" 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. Af— PANEL u n PANEL i PANEL PANEL IIY TYPE IY TYPE 11 TYPE TYPE 'A' i u 'CS' i I 'QS' W MA I I I I Y Y Ih III % I I i 1 SHi III I I 11 D i a nl SEE TAB � 3 eap LNOTE 1 DETAIL'U, BHT. SEE FRAME & ANCHORAGE DETAILS'E' XX-90° CORNER-XX (2 TRACK PANEL CORNER OXXX (2 TRACK) &'G', BHT. 90°OUTSIDE CORNER) - EXAMPLE CONSTRUCTION DETAILS BHT. 15 EXAMPLE DETAIL -CC', SHT.19 DETAIL'BB', BHT. 19 ZDETAIL'DD', SST. 19, V DETAIL 'AN, BHT. 19� ANCHORAGE DETAILS'Q' ANCHORAGE DETAILS'S' &'T, &'R', BHT, 14 BHT. 14,'MM' &'NN'. BHT.15 M F S 1 TAI DETAIL W, BHT. 18, ANCHORAGE FPANEL PANEL PANEL PANEL I TYPE TYPE TYPE TYPE 'R' IV 'M' 'F' POCKET I�' � I I UNDER SEPARATE )PE 3LES SEE APPROVAL) NOTE i 3 LL;L= a a -----•-'1 ' 1 UXJCJCp (3 I KAL:K KIUN 1 YUL;Kt I) u=Ina vv, aln. io,- EXAMPLE ANCHORAGE DETAILS'F' &'H', SHT.13 NO CHANGE THIS SHEET NOKOMIS, Ff. 34275 P.O. BQX fine NOKOMS9, FL 34274 P LES DETAIL'U', BHT.1e.A ANCHORAGE DETAILS'E' &'G, BHT.13 DETAIL'BB', BHT. 19 .Y-. DETAIL'HH', BHT. 19, DETAIL'Z, SHT.18; ANCHORAGE DETAILS'M' ANCHORAGE DETAILS'I' &'O', BHT. 14 &'J', SHT.13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE ,M, ,E, ,F' w MA HI SEE DI SEE TABI NOTE � a3 X X X X .ES DETAIL'Y', BHT.18, XXXX R TRACK BY-PASS) ANCHORAGE DETAILS W EXAMPLE BHT. 13 &'L', BHT. 14 EXAMPLE ELEVATIONS SERIES 770 ALUMINUM SGD - LMI ® seevwme e®r ae»egrn SGO770 ', AfTS 16 a 23 PGT0002 ANCHORAGE DETAILS W &'C', BHT.13 llqy-DETAIL'EE', BHT. 19, ` " ANCHORAGE DETAILS'N' &'P', BHT. 14 'BB', BHT. 19 DETAIL UX, BHT. 20 INT. EXT. rIWDUCI' lwxvisw � cNip6Yh11 wI1iO+.IM16 1.YNN M, 11 )� • N0.58705 II` 4AAO_S� •... FIORIOP '• � A. LYNN Aural P.E. PAN 66705 74cL LETTER P SINGLE FIXED INTERLOCK LOCKS17LE R MED SINGLE LOCKSTILE INTERLOCK TASTRAGAL FIXED (ma m OUT LOCKS77LE TAST7TAGAL Q FIXED (ea><IM IN !Q, LOCKS77LE SFIXED ASTRAGAL IBOX� LOCKS77LE OUT sSFIXED ❑_ ASTRAGAL I LOCKS77LE IN L SINGLE 1133 ASTRAGAL #mom INTERLOCK OUT L R AS7RAGAL SINGLE NCxo1 OUT INTERLOCK NASTRAG4L SINGLE Baxorlrl IN INTERLOCK CSINGLE ASTRAGAL INTERLOCK IN own SINGLE SINGLE B INTERLOCK INTERLOCK F SINGLE SINGLE INTERLOCK LLMN INTERLOCK E SINGLE SINGLE INTERLOCK INTERLOCK SINGLE K INTERLOCK LOCKSTILE UASTRAGAL LOCKSTRE MUM OUT UASTRAGAL IN LOCKSTILE earav/ SINGLE A/( INTERLOCK LOOKS77LE D LOCKSTILE SINGLE INTERLOCK J I LOCKS77LE ASTRAGAL i0XO17lJ 071T PANEL LETTER JLOCKSTILE ASTRAGAL ELrZE pawUU IN M LOCKSTILE SINGLE INTERLOCK CORNER SINGLE CJ RECEIVER INTERLOCK SC SINGLE CORNER INTERLOCK RECEIVER QC� CORNER SINGLE J LOCKSTILE INTERLOCK �RNER SSINGLE Q INTERLOCK LOCIOTILE CORNER SINGLE AS RECEIVER INTERLOCK S/� A SINGLE �� CORNER INTERLOCK RECEIVER Cl CORNER SINGLE LOCKSTILE INTERLOCK �C SINGLE CORNER INTERLOCK LOCKSTILE CORNER FLWD CF RECEIVER LOCKSTILE FIXED CORNER FC LOCKSTILE RECEIVER PP p TERLOSINGL INTERLOCK LOCKSTfLE RR FIXED SINGLE LOCKST/LE INTERLOCK NOKOM A R 307B Ire P.OBOX 74 SERIES 770 ALUMINUM SGD - LMI NKM64007n sNTS a17 - 23 1 3;;;i PG7'0002 NOTE: 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. INTERIOR (ALL PANEL TYPES) V EXTERIOR rumcrpxvmp— r�wM41M.lMrIS► C./s _�, Iltllllllr p LYNN M/4��'���. 2ti�.•��cENst'• .�' �10 a- to 67IQ 'LLuz: of Sf ,� FLORI.P''�C7: ONA\- A. LYN7t Maik P.E. P.EN 60705 0 i SILL RISERS OPTIONS 21 19 2.555" EXT. 1.687• EXT. FLUSH BOX SILL RISER LOW BOX SILL RISER 18 EXT 1.687° FLUSH FLAT SILL RISER 20 2 65V EXT. LOW FLAT SILL RISER 23 3.306• EXT. MEDIUM BOX SILL RISER 22 3.306" EXT. I MEDIUM FLAT SILL RISER 24 4.055° EXT. j HIGH BOX SILL RISER 25 4.06V EXT. J HIGH FLAT SILL RISER aEXTERIOR INTERIOR [� (ALL VERT. SECTIONS) 2 EX. 1tz 45 62 81 63 I 62 61 1 I DETAIL'LL' SCREEN 4e AT HEAD DETAIL UR SCREEN AT SILL r�oauaTwlli� r+.eaf4w air w f� 1 w 3 4 113 6 113 6 w 8 69 89 89 F)(f EXT. EXT DETAIL V DETAIL W DETAIL T FIXED PANEL FIXED PANEL FIXED PANNEXCr. SHOWN SHOSHOWN 69 89 69 EXT. 72 OR 73 72 OR 73 EXT. 72 OR 73 7910 11 113 ��� •V\GENSF •� ,�� 6 6 G `� • ` * •• No.58705 DETAIL DETAIL NV' DETAIL _ Ol• C lU1 - -o •:, yo It li '•. 9TAtE0 '- �iC •.,• p�OR�pP.•• `C7`� JJ t0/1V11 C NCCHANOETH/BSHEEY l0707ECHNOLOMWNE VERTICAL SECTION DETAILS SERIES 770 ALUMINUM SGD - LMI smo ovmo S PER MAN DADS COMMEMa NOXOMIR FL SW5 '��`S,`S�O11N1 AL � am lvmmsl A PERMOUSOADE00MMEMa P.a Sox wo NOKOMIS, FL 3W4 A LYNN MILLER, P.E. A-. W. oar": sy oem H° °. sn.ss °Y""'�M* w�: SMC OS/05/09 RdA SODMO NTS 78 d 23 PG70002 C REA58M5 STANDARD ASTRAGAL DETAIL'BB' VCIAIL "FW" VC IAIL 1L' HEAVY DUTY ASTRAGAL AND STILES 18 S. V DETAIL'DD' (FIXED PANEL) 4 INTERIOR (ALLHORIZ. SECTIONS) EXTERIOR p14OR81 119 108 105 AT MIDSPAN DETAIL'FP (FIXED PANEL) 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3. SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE NOXOMIB, FL 34M P.O. BOX 15M NOXCAW, A 3074 DETAIL'HH' DETAIL YQG' (FIXED PANEL) 7GRIG.7 7 /V P1LVIvIIIYIAVI OWL.# - LN/I sc 7ma NTS 8 d 23 PGTO002 rjwnurrwovtc+e� rw,�/yAl�v1111k itw15. Ilil ll, // NF N Mi( F'%� �, R VtC ���.•t NS'' • '.� • No.58705 • Gl- o �t It ' W` lop' gTA E P.•:' Z. A. LYNN MILLER, P.E. REAMS 11 5 7 11 DETAIL'JJ' (90° OUTSIDE CORNER, 2-TRACK SHOWN) DETAIL 'KK' (90° INSIDE CORNER, 2 TRACK SHOWN) '07ECHN0LOOYDRIVE HORIZONTAL SECTION DETAILS CORI W.M!$ F194276 7Ae: P.O. eqx raze SERIES 770 ALUMINUM SGO - LMI MOxoMA FL W74 Ll�ty e. NTS JOU2d 23 — PGT0002 ruooucr RLV{ti�Y aabPAdq K*a�bYc Aso.,iw Ima _ IlltI llll LXX• * No,58705 � A. 10NA�� -A. LYNN "R P.E. P.Eg 68705 A 1.303" _ 0.718" 1.050" 0.325" 0.050" 0.779" 0.062" 0.062" 0.284„ 0.8.3" 0.752" 0.080" YTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK 5) MATL:6063-T6 (5) MATL:6063-T6 78) MATL 63-T6 (11)MAT'L:6063TO 3.802" 0.752" 1.163" 0.885" 0 233" 0.082" P-HOOK SCREW COVER 0 080°� (29) MATL• 6063-TB 1.060" � 1.003° 0.289" 0.76 O.D50" 0 050" GLAZING BEAD (I.G.) FIXED PANEL CLIP (7B) MATL: 6063-T6 (1 MATE: 6083-T6 1.645• �080" 0.062" T 9".550" 1.739" FOCED PANEL RETAINER INTERLOCK ( 08) MAIL: 6063-TG (62)MATL: 6063•T6 1.646" 2.304" 1 0.082` 0.79 P-HOOK MOUNTING ADAPTOR (28) MATL: 6083-T8 P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL 3.802' - -� (30) MATL: 6053-T6 STANDARD ASTRAGAL (08) MAT'L: 6063.76 (67) MATL: 8063-T8 4.125" 4. q" O.b74• 0.062" �0.075"1.8" 0.193" rWvUCrWVWW 0.062" 1204" 1.8° o.s MwilY�Il�llr P-HOOK l0 Iy (26) MATL: 6063-T6 3.125" 3.26" STANDARD STILE 3.125° ei�M erw� a4 TOPISOTTOM BOTTOM RAIL (60) MATL: 6063 T8 (89) MATL 8063-T8 1.872" 0.232" (81) MATL: 8083-T8 HEAVY DUTY STILE 0.750" -►{ �+- 0.750' 1.019° I0.082' �j T�-7 SCREEN 3TILEI 0.232" 0.062" 0.062" (40) MAT'L: 6063-T6 0.082" - 41•+-•• 0.7550" FLUSH FLAT SILL RISER 0.232" (8)MATL:6063--T8 0.232" 4.055" 3.305" FT 3.955" 2,555` 0.062" 3.205" 7° 2.455" l u l 0.062" --►0- 0.062• 0.062" 58705 HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER = * : NO' (24) MATL: 6063-TB (23) MATL: 6063-T6 (21) MATL: 6063 TB 19 MATL• 6063-T6 (0) MATL: 6083-TS (22) MAT'L: 6063T8 25) MATL: 6083-T6 = P, W = JJF f0l wl �C NO CHANGE THIS SHEET EXTRUSIONS ''•. g�pSEOP' CJ?� foro7EGHNGLV6YVPVE O Fl..... sMo+nsw A PERM1AMfGADEGOMMENIB aaBOX ,sze SERIES 770 ALUMINUM SGD - LMI %;c`SSIONA�.� nee Offig6 NGGM3F391 �1�P sMG 0"SV9 R✓A SGW7G 'NTS "2d 23 npuPG E P.E.868705 5.069" 8.562" 1.505" �Tr 1.211" 0.081" 0.080" 2-TRACK HEAD 4-TRACK SILL (1) MATL: 6083 T6 (10) MAIL: 6063-T6 8.188" 1.211" 0.081" 2 TRACK HEAD W/SCREEN TRACK (2) MAT'L• 8083-T6 6.526" 1.b05" 9 in 01080" 3-TRACK SILL (9) MATL: 6063-T6 6.221" 7.105° 1.506" 1211" �� 0.080"2-TRACK SILL W/ SCREEN TRACK 0.081" MATL 8083-T8 3-TRACK HEAD (3) MATL: 0063T6 - I 1.045" 1.993" 0.062" SCREEN TOP RAIL (46) MATL: 6063-T6 tom- 0.876" 1.993" L 0.06T SCREEN BTM. RAIL (46) MATL: 6063-T6 8.142" 4AS" 1.505" 1.211" _� 0.080' M MARA:T6063-T6 4TRACK HEAD 2-TCK SILL 0.081° (4)83-T6 5.821° 1.6° 1s 4" INSIDE CORNER ASTRAGAL (120) MATL:6063TO NO CHANGE THIS OUTSIDE CORNER ASTRAGAL (119) MAT' :6083-T6 P.O. BQX 1628 NOXOMI$ FL 8/274 1.03" 2.893" 0.080" 3TRACKJAMB 2.828" (18) MATL: 6063T6 CORNER RECEIVER (118) MATL.6063-T6 EXTRUSIONS SERIES 770 ALUMINUM SGD - LMI SGD770 tVTS 23 d 23 ��Q PGTII002 5" 1.36" 0.081" 5.069" 2TRACKJAMB (14) MATL: 6063-T6 4-TRACK JAMB (17) MATL: 8083T8 8" 2-TRACK JAMB W/ SCREEN TRACK (16) MAM: 6083-T6 rimucT FAVRIP o °o�g1yftwh& mevIwr imm Icon Ft✓�I M!(w4-• �lunrl N LYNN 4j/4'�iii ocENSF •.F� �� ` * ' No. 58705 •�� ���•, STATE OF : '_! �NIA� 1L � �.�. A. LYNN VILLER,'P.E REM 68705 r MIAMI•DADE MIAW11--DADS COUNTY, FLORMA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE AI)XIINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) N""v.miamidade.gov/economy PGT Industries, Inc. 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 Colony Product Control Section (In Miami -Dade. County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", » sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, seated and dated 10/15/13 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. 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 No. 11-0922.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 1 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted ut:der previous NOA No.10— 0819.05) 2. Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29111, revision "A", signed, sealed and dated 10/15/13 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 tlmli E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11---0922.01) 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 and complying with the FBC 2010, dated 06106/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05105111, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) Jaiine D. Gasco 1, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cowmuD) 3. 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) 4. Proposal No. 10-1070—R issued by BNC to POT Industries, Inc., dated 01/07/11, signed by Ishaq 1, Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922. 01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Seizes Aluminum Clipped Mullion -- L.M.I.", approved on 12/08/11 and expiring on 05/26/16. Jaime D. Gasedn, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE FOPSNING WIDTH FOR VERTICAL MULL MULLIONS / —� SEE DETAILS A,G,H; SAHEETS 23 SEE DETAILS / A THRU G; SHEETS 23VE Tr. 1 MULL LENGTH / III --III I G— /SEE DETAILS HORIZONTAL AD.O,H; MULL SHEETS 23 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: GENERAL NOTES: 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 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD, OPTIONAL 1X OR 2X WOOD BUCKS IF USED, B MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS AND ARE TO E DESIGNED BY OTHERS. ARCHES TO BE INSCRIBED INSIDE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS RECTANGULAR HAVE BEEN TESTED AS'FREE-FLOATING• AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL SHAPE NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1 AILS ATHRERUU G;; 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND / SHEETS 23 ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER OPENING ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. FOR HORIZONTAL 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). SEE DETAILE, MULL —SHEET3 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION PRODUCTS MAY CBE OF ANYTYPE. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSVAF&PA NOS FOR WOOD CONSTRUCTION; MUSE SE ADM -ALUMINUM DESIGN MANUAL MANUFACTURED BY PGT. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. MULL LENGTH i— F—OPENWGWIDTH-1 I^HORIL MULLLENGTH--i Y I OPENING F HEIGHT L // y FOR HEI H LENGTH /� P HO MULL ` u �+ MULL � / F MULI LENGTH SINGLE MULLION L SINGLE MULLION OPENING WWTH FOR VERTICAL MUII OPENING WIDTH FORVERTICALMULL SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP1 FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR'TRIANGULAR/TRAPEZOIDAV. GENERAL NOTES ........... ....._....... I INSTRUCTIONS.--.."'-.'--'.-,". .....1 ELEVATIONS ........ ..... .-_...._...__ 1 MULL TO 2X WOOD..._..-._.-.___ 2 MULL TO 1X & MASONRY ............. 2 INSTALLATION NOTES ..... _........ ..2 MULL TO MASONRY........... .... ..... 3 MULL TO STEEL STUD ..... ....... ... 3 MULL TO MULL .... _....... _...._...... 3 ANCHOR SPECS....... __.....»........- 3 ALTERNATATE CLO'S.._»._._.__._ 4 BAY MULL INSTALLATION. .......... _.4 1 X 2 X .125 MULL SPECS ........ .... 6 1 X 2 X.376 MULL 1 X 2.76 X.376 MULL SPECS....__..7 1 X 2.76 X.65 MULL SPECS ------ 8 1 X 3.126 X.600 MULL SPECS.-....9 1 X 4 X .125 MULL SPECS ........».._ 10 1 X 4 X.376 TUBE MULL SPECS..-11 1 X4 X.376 TMULL SPECS.-__. 11 1.26 X 3A88 X 265 MULL SPECS...12 2 X 4 X .26 MULL SPECS .... _....... 13 2 X 6 X .26 MULL SPECS ........... 14 1.26 X 2.11 X.125 MULL SPECS._. 16 3V X 326 BAY MULL SPECS..._._. 10 45' X 3.25 BAY MULL SPECS..._... 17 MULLION & CLIP OIMENSIONS...._ 18-20 EXAMPLES 1 & 2...........................21 LOADING EXAMPLES..._»....»_.._..22 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/F P) FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 1'IRODUCT complying iying VISBD as 014 the Florida RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING BuOding Codc Gig, � VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (.BS/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Accsptanca No v.i+� �� REQUIREMENT (LBS/FT2) FOR THE OPENING OBTAINED INSTEP 1). nD 1 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS tiiamlDado Pro uU,..,. VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. `L111 1 I I'I/ /// 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ��`ON.. • • • • •• • .l!!" '� •'�,+,GENSF '•., �P ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ; ANCHOR CAPACITY IS MET. JC ND.58705 7) IF THE MULLION CAPACITY MULLION CAPACITY OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE PRESSURE REQUIREMENT�BS/FT2) -ANCHOR ^_ FOR THE OPENING, YOU MAY USE THE CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE -O'l.p, �W 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL �O,C� '•, • RLOR10p••,•' �j=� MULLION CAPACITY (LBSMULLION CAPACITY (LBS/OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. i (�` ., . ,777SS�1/O,1 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. LYNN , P.E. TIER FL P.E.# 58705 r DETAIL A: DETAIL B: LION ° MULLION d MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BucKsrnlP TYP.aNCHOR d OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER RATE, oY SEESUBST NT (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) e�DT�19 1 SEE TABLES 1B 100 I SEE NOTE 1, I I MULLION I SHEET 1. .•, �. f Q FF ' � I 1 1 +• In �N� W SEE SHEETS a b I MP7 2.7 KSI .: "+ :.. EDGE O 2 EITHER THE .< 1 I 1S-20 FOR HOLE - .d 1 I CONCRETE OR CMU�•'i•'+•• I DISTANCE, V% STANDARD OR .e I' LOCATIONS aI ,I F~ ~SEE SEE TABLES to OFFSET MULL ° EDGE m m I ° EDGE DISTANCE 1B-108 m CLIP MAY BE I DISTANCE :.o n I FOR MASONRY � INSTALLED BY a' G a. I 11 FOR WOOD I I ANCHORS W Q THIS METHOD. e. SCREWS a 'd. a I I 1 SIDE VIEW � z m w .?AO• MAX FOR ALL MULLIONS 4'. ° F F C7 C . . ' ° ° EITHERTHE `L zQ OFFS MULL ? U 2 • C a• . CLIP MAY SE jjii +p g$ c ° EXTERIOR '.e o a G°' INSTALL f 6 @ Z G EDGE .. THIS METHOD. . ° a' d DISTANCE . e4 a a e FOR Z Q p1 e MASONRY e. QO 7�y1Z al N EXTERIORa eQ ANCHORS a.. .a.e -••, .. � J� ���� TYP•ANpIOR PER SUBSTRATE, TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B•10B �EDGEFEND TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B•100 c SEE TABLES IS-= DISTANCE BUCKSTWP SEE TABLES AND ATTACHMENT BUCKSTRIP AND EMBEDMENT• •: - . •:. BY OTHERS, ... . .•*i •..i .. ATTACHMENT ... .. •:r% SEE NOTE I, I ;"; ._ . �. �.• '+ SHEET 1. BY OTHERS, •i} SEE NOTE I, ` :• "1'''- , .f• .. ..; �..•..:,. •:,�,:: .. :: "•:y SHEET I. .. , ... MIN 2.7 KSI CONCRETE OR CMU PRODUCT RRVISLTD wtaiwi ins lvilNWoPl011da SIDE VIEW FRONT VIEW FRONT VIEW Butldhlg Codo Acceplenw No INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 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 CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. 0O, LYNN R� ..•' VCENSF ''•. 'P � *' No.58705 '-)3 STATED ,� •�/�� NS;ONA1. E�.. A NNN MILV'EFtt, P.E. FL P.E.# 58705 DETAIL E:h DETAIL C: 12s MN. MULLION TO MULLION ®� INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO � MULLION (U-CLIP) 1) MAY BE INSTALLED IN -TEE' OR TROSS- o MASONRY STRUCTURE INTERSECTIONS. (STANDARD CLIP SHOWN) a VARIES 2) MAY BE INSTALLED HORIZONTALLY �Y LL I (SHOWN) OR VERTICALLY. ccl EITHE 1 TYP. ANCHOR � STANDARD THE I I pERsu6STRATE, 3) SEE U-CLIP DRAWINGS, SHEETS 18-20 % Q OFFST SEE TABLES 1B-1011 } OFFSET MULL TOP VIEW FOR CORRESPONDING MULLION. Z h M ar INSTALLED BY I IP MAY BEI I EDGE DISTANCE MULLION O 7H15 METHOD. 1 it e .. ANCHFOR OR VARIES-1------i J � II I la I - 412STEELSCRENS, y I I SELF-M NO OR PRE-0fOLL g u� a MULLIONAND USE SMS LU O o ^ a m m O 0 In m w EXTERIOR °' a MULLION F— Z Z EDGE DISTANCE FOR MASONRY / ANCHORS INTERSECTION O$9 U-CLIP Fes„ Z 8 EXTERIOR Z M 7YP.ANCHOR z PERSUBSTRATE, A ° Q Q O Z N / SEE TABLE91a-108 00 / n TYP.ANCHOR SEE I— �O go PER SUBSTRATE, HOLE LOCATIONS r1 BUCKS7RIP SEE TABLES 1B•10B W AND FRONT VIEW EDGE `Y ATTACHMENT DISTANCE (1)BY OTHERS, SEETABLES 10 y _.. �..'•..,;•.-'..• . ;; SEE NOTE I, 111108 Q ZEMS MSHEET 7. Q ? O .;' •:.: • .:'.' _: •' EDGE . .. • .. •I.' ~SEE TABLES A MIN 2.7 KSI CONCRETE OR CMU MN 2.7 KSI CONCRETE OR CMU 1B-10B SIDE VIEW 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. TY'•ANCHOR k PER SUBSTRATE, SEE TABLES I13•10B 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A. SEE SHEETS PRODUCT REVISED ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE `�`�. 18-20 FOR ® B complying wish Uto P1mWa CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE Ampience o -L, 15' LOCATIONS Acceplanco No - i .G FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. Px ' 0 26 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. MULLION 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. \'Bawl IindoP uUContro ® 1111111/l/ 5) FOR EDGE ELCOULTRAONRY CONORPELCOTI/04NS IN S.S.AOGRIEOATOROMASONRYANCHOR31-DADECOUNTYAPPROVED DISTANCE 16 GAANDCOMPLLANTWRH THE FLSUILDNG 1FOR STEEL STUDS THMNERTHAN &EOU9 TABLES ; �'� \GENSF ••,•.P i FRONT VIEW V CODE. A 2XWOOD BACKER MUST USED. .• TIT ATTACHMENT BY OTHERS. No. 58705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: -0 po kw: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD Q / ANCHOR VALUES MAY BE USED. 'i�S • PLOR1OP, •�G`�� 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17. FOR QUANTITY OF SCREWS. A. LYING It)1ILLLR. P.E. FL P.E.# 58705 f EXTERIOR O DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-E• /- SHEETS 2 AND 3 FOR INSTALLATION X TOSPECIFICSUBSTRATES. SIDE VIEW SHOWN WITH 1'X4'X'126' MULLION STANDARD CLIP TO BE MODIFIED INFIELD, DISTANCE PERANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.1 V X.125' MULLION. 2) SEE TABLES 1B-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) O O O 0 TOP VIEW I _ INTO WOOD• STEEL, ALUM, CMU OR MASONRY 2'X6'X.126' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) _30' OR 45' BAY MULL O O O V0: TOP VIEW TYP.ANCHOR 13B EXTERIOR. 2' X 6' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAYMULL. ./ > ��� L—� INTO WOOD. STEEL, ALUM EXTERIOR OR MASONRY EXTERIOR &DIX -®� ®\ '®�SED oOoDlply�ingwithlhoFlorida ,0�0' unding Coda G mptanae No INTO WOOD, STEEL., ALUM• CMU OR MASONRY EDGE ! DISTANCE tv�lfemDadoPro c4Contro PER ANCHOR O NOTES FOR INSTALLATION OPTION G 8 H: \ON( LYNN Ml, ' 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. CENsF •,, �� 2) DETAIL G: SEE TABLES 1B-119 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE ' * : No. 58705 LOCATIONS. •' VL O IS) t� 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR %�0 •'• OF HOLE LOCATIONS. STATE F A. hEF), P.E. FL P.E.# 58705 t TABLE 1A Mullion Capacity Table Ibsiffe Opening Width (forverticaly-sparring mullions) cr Opening Holght (forhDrizordaly-span rg m(1Gons) 601. 601n 701n 801. 901n 10Dtn 12D in 1401n 1601n 1X2x.126 Reclongul" Loafing TrapMlang. Loafing Room liar Loafing Tra;`M"9. Lo.9 Rwimguler Lowing Traprtdeng. Loafing Rectangular Loaning Trop/rdarg. LOaft RectangWar Loadn9 heplTdmg• Loaft Ralmgtkr Loafing Traplydeng. Loadn9 Reclongular Loaft TropRdnrlg. Loaan9 RectmgWar Loafing Tieplydang. Loaft Rectmguler Loafing TmpTdarg. Loafing Alum, Tube Mumon c &i �a p1es yk 'a E K 421. 111.0 403 120.5 332 93.2 408 115.5 325 79.9 403 1C7.8 321 69.0 408 104A 310 62.1 408 104.0 319 55.9 408 104.0 319 48.6 403 104.0 319 39,9 408 104.0 318 35.0 408 104.0 319 48In 74.9 312 83.8 258 62A 312 73A 262 63.6 312 67.0 248 46.0 3t2 63.2 248 41.8 312 61.3 244 37.5 312 $1.0 244 31.2 312 61.0 244 26A 312 61.0 244 234 312 61.0 244 50.6251n 63.9 201 70.6 234 532 281 61,5 228 45.6 201 55.7 =4 W.9 281 52.1 222 35.5 281 WA 220 31.9 281 49.3 219 28.6 281 49.3 219 22e 281 49.3 219 20.0 201 49.3 219 54In $2.8 247 67.6 207 43.8 247 19.8 202 37.0 247 44.8 189 32.9 247 41.6 198 29.2 247 19.4 194 28.3 247 38.4 193 21.9 247 38,1 193 fe.e 247 3e.1 103 18A 247 33.1 183 C m 601n 38.4 200 41.2 170 32.0 203 35.4 168 27.4 20D 31.6 163 24.0 200 28.9 160 21.3 2DO 27.1 159 192 200 25.9 157 16.0 20D 25.0 IW '_� 631n 33.1 181 35.3 155 27.6 IBt 30.3 152 2J.7 131 2a9 149 20.7 181 21.6 146 Id< I81 22.8 iM 18.8 1e1 21.7 143 661n 23.8 165 30.0 142 24.0 165 28.1 139 Me 185 23.1 136 16.0 165 21.0 134 ' 139 2J.3 120 fe.6 139 199 118 169 139 17.6 118fag125 E72I.n222 IV 109 15.7 125 16.8 1of 17.6 it$ 13.2 104 Anchor Capacity Table (Ibe) subatote, 271c Conmie 3.6k Coro. Hollow CMU FiildCMU P Meld Ancimralp Patiems AnchelType 3/1B'EkoU3razon 1f4•El. UHracon fi116' Eko utwon 3716"ElcoNtrtiwn 1/4'EIwlDtratzn 1/4" 66 Eko A09MG9101 6f16' Elw Ultmon 1/4" 88 Elw AggreGata fife Stoat SCM(GS) fi12 81ee1 Saew(GS) fi12 6tee1 ecrea7(O5) Edge Diatoms (tn7 1't35O 1" 2-112' 3-iw 1' 2.1&' 1' 2-1/T 2' 3.118, 2' 0.48" 0.64" 0.324' Em( d-t M) i-T 1.24" 13I4• 2' 14M I-1w 1-1/4" 1-7/4• 1-/f4" 1.114• 2' 1-3rS' 1-30" (eca noto 4) 2 AncOora 47G Mirt O.C. / SletMam or OQsM CI (Ig.1 . 14501ba 690 ba 1644 IOe 2701bs 2801he 3541be 74016s 488 Iba 664 the 71821he 32610a I 5601he 4 Anahen ®1.15• Min 0.0. / standard (or Oeaell COP (N. 27 4801 WA WA WA WA 330Iba WA WA WA WA WA 6621be 8401be 11201bn 4 Anchors ® T Min. O.C. r(2) 2t5 Argle Clipa / (Fy. 37 7801 6W the 1660 W 1896 @0 6401be 6601b. WA TOME) wa lbo $6016e 2364 the 6520. 84D 1bs 1120lbs 2 Anchora ®0.45' M10. O.C. / -i Imo 118' Alum. (Fig. 47 WA WA WA WA WA WA WA WA WA WA WA WA WA 716 Pot 1 Anchor /F-Clp(F196k 195 l 2251bt 445lbs OM NO 1351he 1401W 1771be 370 mo 2341ho 3321he W1 Im 163 the 2101M 28010a 2 Aneto. @ IAT 1,11rt D.C./ FCOp Ift. el 2401 WA WA WA WA 19D [be WA WA WA WA WA 3281E9 A2010e 560 P. NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: F -* 0 1 F ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: loll • 11 11 0 • TABLE NOTES: (DP_) X ( MULLION CAP.,,e„e„) =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL 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 BE A MINIMUM GRADE 33 AND .045-THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12W THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, t r / r a RJR Olga! Florida ONV IYNN M/�(/,,��. i No.58705 01� to )5 :�Q'• ST E F FCORIOp;••'�j�� SS,�ONA� A. Y'NNiMlillk P.E. FL P.E.# 68705 1 4 TABLE 2A I v Mullion Capacity Table Ibalie Opening Width (for uer5calyspancirg mtCons) or Opening Height (for Ind2ontaly-sparring mJlon3) 60In W In 70 in 801. DO in 100In 1201n 1401n 1601n 1 X2It.375 Rectangular Loadig Trap7Marg. Loadflg Redd gubr Laadmg TWfidarg. Loaflrg RmImigWor Loading TrapTda% L.erg Rectangular Laadlrg Tmpfflarg. Laading Rectangular Loading Tnprrflarg. Loading Rectanguiar Loading TrapTnang. Loading RectangWar Loong TmPTdarg. Laadrg Redergolar Loading Tiapl7darg. Lmft Rectangular Loading TnWTdeng. Loading Alum. Tube Mullion 8 It gg g p g g g^ A Td ^ g S p g c �$ g 3g g g g y g 8 8 a 3 421. 17aO 620 17010 435 151.3 682 170.0 478 129.7 682 170.0 508 113.6 662 189.E 618 100.8 682 168.8 617 9a8 662 168.9 617 7S7 6S2 168.8 61] 64.9 682 t88.9 617 6&7 6e2 188.D fill 481n 121.8 607 13aO 419 IOU 507 119.2 410 66.9 507 108.7 403 76.0 607 1026 399 67.8 507 99.6 397 60.8 507 09.0 398 50.7 507 99.0 396 43.4 507 99.0 396 38.0 W7 90.0 398 60.6251n 103.7 450 114.6 370 88.4 456 9R9 371 74.1 458 90.5 364 646 458 84.0 380 57.6 456 81.3 &W 61.6 4W 80.0 3W 43,2 450 80.0 350 37.0 456 80.0 356 324 456 80.0 356 641n 85.4 400 03.3 336 71.2 400 60.9 328 elk 400 72.7 322 534 400 67.3 318 47.6 40D 64.0 316 42.7 400 673 314 35.6 400 01.8 313 30.5 400 61.8 313 26.7 400 61.8 313 { 601n 623 324 60.9 276 51.9 324 57.5 270 44.5 324 61.2 284 38.9 324 48,9 260 34.8 324 43.9 257 3t.1 324 420 255 28.0 324 40.5 253 222 324 40h 253 19.5 324 40.5 253 631, 63.8 214 67.4 212 4,18 214 19.2 248 3&4 204 43.0 241 33.e 2D4 39.8 237 20.0 294 37.1 234 2&9 294 35.2 232 22.4 284 33.6 230 18.2 294 33.4 230 16.8 294 33.4 230 m 681n 45.8 288 49.e 230 39.0 268 424 225 334 268 37Z 221 29.2 268 34.1 218 26.0 266 31.6 215 234 3sa 29.a 212 19.5 265 28.0 210 18.7 268 27.7 202 14.6 280 27.7 2D9 72In 38.0 225 37.9 190 30.0 225 322 191 25.7 225 28.4 188 226 225 26.6 186 20.0 225 23.5 182 18.0 225 22.1 1. 16.0 221 20.3 171 12.8 225 19.0 176 11.3 225 18.0 176 TO 1. WA 202 320 177 2&5 202 21.2 173 21.9 202 23.0 170 19.2 202 21.5 167 17.0 202 19.7 185 1&3 202 18.4 163 Me 202 18.7 160 10.9 202 16.9 158 9.8 202 15.6 158 78 In 28,3 192 29.6 tea 2a0 182 2&1 165 2a2 192 220 162 17.7 192 1.19.7 159 15.7 192 1&1 157 14.2 192 10.8 155 11.8 192 15.2 152 10.1 192 14.4 150 6.9 192 14.2 150 901n 1&r 144 10.0 128 15.4 144 1&1 120 981. %2 127 Me 113 I TGRI F 9R Anchor Capacity Table (6m) SubsOela: 27K Concrete 3.5k Cono. I HNIOW Cklu Filled C IU PTWWd Mdal Anchor 08p Patterns Meha type: 3/78'Eko l2lmcon 1/4'EItA Ntrewn d16'Elco ��� 371E Eleo Ntraeon 1N"Fmo Uaracon 1Aag,. Emo Aeq(aGdof 611C Eko UOraeon 1/4'SSEIW /V89reGalor #IOSted Screw (GS) Z Sled e7r(G5) Edae Otamiwe pq 1' 2.1/2' 1' 2-itr 3.119• 1' 212' V 2-11T T 3.1/8" 7 0.48' 41WWO .324" Embedment(in7 1-3r4' I-xv 11T4" 1314• 2' 1414' 1-114' 1-V4' 1-1/4" 1-114" 1.1/4' 2' I -war note 4) 2AMhMO4.76'Min O.C.l Stondardor Ofb C4p(FI9.1): 390IW 3901te 450 In, 8901be 1 IW 270 me 2801� IW 74016a 4681ba 60411. 1152 ba 328 4 AnOhae 01.151AIn. O.C.1 SmMerd (or O�e6 Cup (Fig. 27 4601ts 70016e WA NIA WA WA 3801be WA WA WA WA WA 6521ba 8401ha 4 Anehme 0 T Mh O.C. / (2) 2e5 Angle CIIpe / (Fig. 37 7801LS 760Im 680 Ma 15W rW 1696 me 540 me 5601h1 WA 7601be 036 me 8801ba 2384 Ibs 652 ms 840Ibe 2 Anchors 4M 0.4S MUL O.C.7 UCOp• Into 11r Alum (Flg. 4} WA WA WA WA WA WA WA WA WA WA WA WA WA WA affb 1 Anchor/ FCup (Fig. by 185 me 1051he 2251ba 4450e 822 mo I3 um 140lbs 1771W 370ma 234 The an ms �110a 7631he 210ma 2 ANhOM 01.16'Mh O.CJ FCOp (Fig. ek 240 me %0lbe WA WA WAWA19016e WA WA WA WA WA 3261ba 420 ms NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2• FIGURE 3: Fe- IF *I ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES: 4NUNUK UAPAUII T AVJU31 MINI FUKMULA: (DP_) X (_ANCHOR CAR m,,,,,,� =ANCHOR CAP.„, MULLION CAP.,,e,,,,,,, USE THIS FORMULA TO OBTAIN THE %1CHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' f- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. 2.000' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. a�L37116' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. L 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 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' 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 LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. with the VYNN 4El1((r����i �ti�'••'vcEHsg' F'P �: it • No. 5B705 D CL6r15�5-3'`T S/ONA\- �•�• A.1_fNIIIIMILLOR, P.E, FL P.E.# 68705 i TABLE 3A III Mullion Capacity Table IbsB ) Opening Width (ferverUcel"panni g mUlicns) orOpening Height (for horizontallysperving mullons) 501n 60 in701n so In 001n too In 1201n Main 160 in 1 X 2.76 X .376 Alum. R"I"luiar Loadng 7)ep4Marg. Lowing FtWongufat Loadn9 Twfnfana. Loadng Reclm2-tu Loading Trapmwg. Loedrg Reclarg v Loadng Tropmiang• Loodn9 Rectanitwu LoadingLoadng TIaN7dang. R4ctarlg148r Lmdag Trogniang. Loadne Reotanguler Loadn9 TreprMeng. Loafing Redangaler Loat9n9 lraprtaw g. Loafing Reden9llor Loadn9 Trap/tllang. Loadng Tube Mullion &g � •g.. }�}!t • •�., b �pp • F.. 6 g •y6$ •5'' b �g $ As � $. ��i •g 6 .. �y' � a� � �u..g;'g''_ c � � c � � }�i • �' � k'y j$! � � •g� $�! 'gS 6 � 'a� }g�1r & fs �}¢^$, .�q'_ �y E � g :yk�' � ^y�p�` g` $ g.. � � EX � S g aF Pc •$�j$ •�a' � �� pg c 421n 170.0 620 170.0 435 1..a 7" 17e.0 478 170.0 $83 170.0 505 170.0 092 111" 619 170A 1116 170.0 52t 170.0 1240 170.0 521 148.7 1301 V0.0 521 127.E 1301 170.0 621 111.5 1301 170.0 521 481. t70.0 708 170.0 524 170.0 We 170.0 am 170.0 992 170.0 630 170.0 1133 170.0 6111 151.8 1139 170.0 677 138.E 10S, 170.0 690 113.9 1139 V0.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 60.626 in 170.0 747 170.0 563 170.0 890 170.0 631 167.8 I= 170.0 604 140.0 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 768 97.9 1032 170.0 756 03.9 1032 170.0 755 73A 1032 170,0 756 641n 170.0 707 170.0 612 16U 907 170.0 69t 138.2 907 194.7 730 120.9 007 152.E 720 107.6 807 145.0 714 00.8 007 141.1 710 80.6 007 140.0 709 69.1 907 140.0 709 60.5 007 140.0 709 601. 141,E 735 151.6 625 117.6 735 130.3 611 100.0 735 116.0 W9 88.2 735 106.2 890 78.4 735 D9.6 583 70.6 735 95.1 678 56.8 735 01.8 674 60.4 735 01.8 674 44.1 735 01.9 674 BS in 12fA 866 130.0 670 101.E 666 itt.6 6b7 6T.0 860 80.0 517 78.2 660 BD.1 538 87.7 86B 63.8 631 60.9 666 78.8 628 60.8 BBB 75.0 621 47,6 668 76.8 521 38.1 668 78.0 621 e 6s in 106.0 807 112.4 522 88.3 607 96.1 511 75.7 607 85.0 50f 68.2 607 MI 493 59.0 607 71.6 480 63.0 607 67.6 481 44.2 607 63.4 476 37.9 607 627 474 33.1 607 62.7 474 j 72In $1.0 510 85.0 443 68.0 $to 73.0 434 683 f0 64.3 426 51.0 Me 57.9 410 45.4 "a 53.3 413 40.8 510 WO 408 34.0 ate 45.9 402 29.2 610 44.4 3" 26.5 610 44.3 3" g7sH 69.4 460 72.6 400 67.8 450 01.7 392 48.8 45D &.1 385 43,4 455 40.6 378 39.8 459 44A 373 31.7 458 41.0 388 28.9 458 37.7 382 24.9 458 06.0 369 21.7 458 35.7 350 7a In 04.2 435 87.0 381 53.5 435 58.8 373 45.0 438 49.6 366 40.1 435 44.7 360 35.7 435 40.0 355 32.1 435 36.1 351 26.0 435 34.4 344 22.9 435 32.0 341 20.1 435 32.2 340 901. 41.8 327 43.1 290 34.8 327 36.4 285 Me 327 31.6 280 28.1 327 26.3 273 212 321 25.7 271 20.9 327 23.7 268 17A 327 21.0 262 14.9 327 19.3 254 90In 34.4 287 35A 257 28.7 207 29.0 287 23.1 244 i9.1 287 20.9 240 17.2 287 19.3 237 14.4 287 18.9tog In 24.2 227 24.7 205 20.2 227 20.0 W24.6R248 227 16.0 195I It in 22.3 215 22.7 iB4 18.6 2f6 19.1 120In 17.6 Im 17.9 1W TAiU F'4R Ancher Capacity Table (Ib9) sutatana ZMCancrele 3.5X Cane. I HW-CMU I Filled CMU PTWood Metal 6/f6'E1eo I-- IMU I t: rUR I nt Urrbt I ULIV, USE 1 M SAME ANCH4JR PAI I SRN AND ANCHOR VALUES AS THE STANDARD CLIP. i _DCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. n VavMYI I r e.v,lw 1 men 1 rvnmuus; (OP- _ANCHORCAP.,,, `MULLION CAP.,,aa,o, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. as complying 11•ith the Floddo FIGURE 1: • FIGURES: FIGURE 2: • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -� 1.000' 91n ato Ay - N1Dadpad9 ProductCantrol 17 L I l l I I I I17 jr '�x.•'�\CENSE•'•.F�Q • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 20. 2.750' • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. No. 5B705 ANGLE CLIP MUST BE USED IN PAIRS. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 375' � , A (OF FIGURE 4: FIGURE 6: FIGURE & CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF.125' •. 4,j �,p '• Z • • THICK. STEEL STUDS TO BEAM INIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 1• X 2.76' X .375' MULLION • P•,.• �� ' •. ORlO•, G �� ��� S'rj e� • • • LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND �\ �7,, O NAI, THE MATERIAL .. 1,1.E A. LYNN MILLER, P.E. FL P.E,# 58705 TART F AA a Q Mullion Capitchy Table Ib9Nlw Opening Wldlh ((orverticalysparrirlg mlNons) or Opening Height (for hot wita*sparrng m1B•lors) 501n 60 in 701n Nln OO In too[. 120 in 140 in 1601n 1 x 2.76 x Reciengder Lwdng TrepRdazug. Loafing Rectaaguar Lwdng Tmp/ldarlg. Loafing Redenguter Loafing TrepRdanO• Loafing Rectelrgtder Lwing TieplTdan9. Loafing ReM4agular Loafing TrepRderp. Lowing Ractru alar Loadn9 Tr6pRdatq. Lowing Rectangular Loafing LaprlBarlg. Loadrtg Rectangular Lwdng TraplTdang. Lwdng Reclnnpelm Loadrp RepRdang. Loafing .660 Alum. Tube Mullion $ k �y¢lrY� F gg S` � F ` X gg $R5¢ a � a � $iy _ �g .� a a a �a� r s ,-, a S� a_ g� $• .�1 81 ff 42In 170.0 620 170.0 435 170.0 7" 170.0 476 1170.0 O68 170.0 506 170.0 992 170.0 Sig 170.0 1118 170.0 521 170.0 1240 170.0 521 170.01 1488 170.01 521 158.7 1020 170.0 521 135.E IOW 170.0 521 46 In 170.0 700 U0.0 524 170.0 ON 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 ON 17QD 1276 170.0 671 170.0 1417 170.0 ON 141.7 1411 170.0 680 121.5 1417 170.0 660 10e.3 1417 170.0 680 60.625In 170.0 747 170.0 663 170.0 ON 170.0 531 170A 7018 170.0 684 170.0 1195 170.0 723 152.8 1266 170.0 747 148.3 1280 170.0 758 121.9 1269 770.0 758 f04.6 1288 170.0 758 91.4 1288 170.0 7bB 641n 170.0 797 170.9 612 170.0 958 170.0 091 170.0 1110 170.9 764 150.7 1130 170.0 603 133.9 1130 770.0 $37 120.E 1130 170.0 650 100.5 1130 170.0 681 96.1 1130 170.0 $61 76.3 1130 170.0 661 601n 17" 885 17C.0 701 146.E 915 102.3 761 125.5 O16 144.6 740 109.9 016 1323 735 07.6 915 123.9 72a 87.9 016 Ii&s 720 732 015 114.4 715 02.6 016 114.4 715 64.9 016 INA 716 631n 151.8 630 101.9 110 120-S 830 138.9 604 108.5 830 1232 86t 94.9 8W 112.2 670 $4.4 630 104.0 $62 75.0 630 09.4 650 63.3 830 94.5' $49 64.2 830 94.1 049 47.4 e30 044 640 s 68N 132.1 757 140.0 6W 110.0 757 110.0 OW 94.3 757 105.9 824 62.5 757 00.1 614 73A 757 $9.1 We 60.0 757 84.2 600 55.0 757 70.0 693 47.2 767 7e2 691 41.3 767 782 set 721n 101.7 0Ma 108.6]474 94.6 638 91.0 540 72,7 83B N.1 530 63A GM 72.2 521 See 630 68.5 614 50.9 638 62.3 608 42A NO 57.2 600 38.3 MO 55.3 497 31.8 636 55.2 497 5 781n 60.6 671 00.4 72.1 671 rem 488 6 . 671 87.4 479 64.1 671 80.9 llt 48.0 671 65b 464 43.2 671 67.8 469 38.0 671 47.0 461 $0.9 671 449 447 27.0 671 M.O 416 701n 60.0 542 83.4 6Q7 $42 70.0 406 57.1 542 O21 450 50.0 542 55.7 449 44.4 542 51.0 442 40.0 $42 47.6 437 3&21 542 42.0 429 26.0 642 40.6 425 25.0 .542 40.1 423 90In 621 407 53.7 41.4 407 45A 355 37.2 407 39.6 349 32.6 407 35.3 343 28.0 407 32.1 336 20.0 407 29.0 334 21.7 407 20.1 327 10.6 407 24.1 322 16.3 407 23.0 319 Bain 42.9 358 44.1 35.8 358 372 314 30.7 358 32.4 309 28.8 338 28.8 304 23.6 355 26.1 300 21.5 356 24.0 206 MG 358 21.0 289 15.3 356 192 284 1081n 30.1 283 30.8 25.1 283 25.9 251 21.5 283 22.6 247 18.8 283 194 244 15.7 283 18.0 240 15.1 283 16.6 237 III in 27.8 267 20.3 23A 267 23.8 238 10.0 257 20.6 235 17.3 287 10.3 231 15A 287 18.6 228 120 In 220 220 22.3 209 M3 220 18.0 205 16.7 229 16.2 202 TALI F An ArlchorCapacity Table ([be) Substrata 271c Concrete 3.8k Caw. HORMCMU Filled ClU PT ald Metal AndwCUP Patteaq MeiwrTYDa 3t16"EkotAlneon i/4"EicoNOaoon N1S'Eloo I41r4Carl 31i5'ElcoUtlracon 1/4"EkoUtlmwn 1r4"58Eloo AggreGalm Nth"Eloo UOracw 114.8SEleo AggreGaia #10Steel Screw(G5) #1251ce1 8aew(G5) M2814e1 8w w(OS) EdgerDietanee(Inr T' 2-1/T 1" 2.trr 3.1/8• 1' 24W 1"1 2417 2' 3-1/8" 2• 0.46, 0.54" 0.32P Embedment 0n7 1.3i r 131P i4W 1314" 7 1.114' I- 4- 1-1/4- 1-714- 1-V4" 1.114- 2' 1.3r9" 1318' (ace Me 4) 2 Anahrs 04.75'Min. O.C./ Stordard a OFset CUP (Fla. U 3901be 390Ina 450 Iba 690lb3 1 IOs 2101be 280 ere 35110a 740 Me 4881bo 6041bs 11921ba WSlbs 420 I0s 660 We 4 Amhara 01AW MIm O.Q I Standard(or08aet) Cup M. 27 480lbs 700 ran WA WA WA WA 380168 WA WA WA WA WA 6521bs r84O W 1120160 4 Andhrs QT Mlm O.Q/(2) 2x5 Angle Clips l(Fla 37 780 We 780[be 680lbe 15MIba 18Wran 5401bs WNW WA 7601oe owlbs OW tbs 2354 Ina BS21h4 1 1120lbe 2An4hr44DOA57Mln.O.C./U-VlglmollWAlum(Fig. 41 WA WA WA WA WA WA WA WA WA WA WA WA WA 71816e 1 Anchor I FCIip(Fig. OI 105 We 165 the 225lbs 4451bs 8221M 13S The 140lbs 177 The Noft 2341bs 332IDa 6911M 16316s 2101bs 290lbe 2 Amhara 01.15" IA. O.C7 F•CI�(Fig. 67 240Ins 3501b1 WA WA WA WA 1901be WA WA WA WA WA 328 W4 4200.a 6N Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. QCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: F-0 0 -1 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4' FIGURE 6: FIGURE 6: TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,))( ( ANCHOR CAP.,,o", ) .ANCHOR CAP.- IMULLK)N CAP.,,a,_ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND 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 6063-T6 AND BE A MINIMUM OF .12W THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1" X 2.76' X .650' MULUON UCENSF' • F� �� ` No. 58705 a �ST TEO S F �� /iS,/ �ONA1. E� �• S L� A LYtfN1(G)(Utty P.E. FL P.E.# 58705 TABLE BA Mullion Capacity Table Ibs7R2 Opening Width (for aedirally-sparring mUllons) or Opening Height (for horizorialvspamfng n'tAons) SO to 80 in 70In BO to 1 80 to login 120In 140In learn 1" X 3.12611 )l Reden181er �g TreprTdang. Loading RectenguWr Loading T-91111eno. Load% Rectangular Loadlnl TragMang. Loading Raetengtier Loading nowrieNF Loading ReelenguIN Loading Up(Td aam Loading Roe at Loading Tre"ang. Loafing Reolongular Losdlrg IRWRIarg. Loading Rectangular Loading Traprrderg. Loading Reclangolar Loading Trepmang. Loadirg .500"Alum Tube Mull _x _@ s a_ g o� _ F S� x g" s d`tedr'� g € a s �_ ffi t� p g £5 s F �� off • �� P 8 Al `� ffi p_ £ x o g - x 8 �� �c x SL B d`n: F €� s� Ec, 8 : d`r[ # € k's� fc -_ 8 3 dra �e d` 4j 5� i? sec 421n 170.0 620 170.0 435 170.0 7N 170,0 478 170.0 8B6 170A 508 170.0 982 170.0 St9 170.0 1110 170.0 521 170.0 1240 t70.0 521 170.0 1488 17" 521 170.0 1735 170.0 521 151.4 1502 170.0 621 708 170.0 524 170.0 $50 170.0 564 170.0 992 170.0 We 170.0 1133 170.0 661 f70.0 1276 170.0 877 170.0 1417 170.0 Boo 157.7 1577 170.0 NO 135.1 1577 170.0 680 116.2 1577 170.0 680 1n 170.0 747 170.0 583 170.0 BBB 170,0 B31 170.0 f018 170.0 681 170.0 1195 170.0 723 f70.0 1345 170.0 747 170.0 t/94 I70.0 766 141.7 14&5 170.0 758 121.E 1405 170.0 756 f06.3 1105 170.0 768 170.0 797 170.0 612 170.0 050 170.0 691 170.0 t118 170.0 764 170.0 1276 170.0 $03 ISM 1401 170.0 $37 149.6 MOO 170.0 He 124.6 1401 170.0 WI tO8.D 1401 170.0 881 93.4 1401 170.0 881 170.0 885 170.0 70i 170.0 1083 170.0 787 18a.8 IISB 170A 878 138.7 1168 IV0 928 123.3 1150 158.E 917 11f.0 1166 149.7 9f0 92.8 1166 144.E170.0 B30 170.0 745 159.8 10/9 1]0.0 85D I37,0 1049 155.5 880 119.D 1019 .41.7 646 10&5 1019 132.0 636 95.9 1049 124.E 828 78.8 1019 119.3 620 85.5 f019 118.9 819 59.9 f019 116.8 819 15&5 B55 170.0 789 139.0 B65 151.3 80/ 118.1 955 133.T 7dB 104.2 05S 121.4 7T5 02A 955 112A T85 83.4 B55 fOeA 757 digs 955 98.8 749 59.8 955 05.7 7{8 521 955 95.7 746 128.5 B03 134.9 697 1W.0 803 114.9 882 91.6 803 101.1 WO 80.3 503 gig 659 71.4 807 83.0 649 64.2 803 7&8 842 63.6 803 72Z 632 45.9 801 89.8 828 401 803 6D,7 627 109.2 j7011701170.0 72t 114A 620 91.0 721 07.0 816 18.0 721 95.1 605 68.3 721 76.6 695 60.7 721 70.1 See 64.8 721 65.4 67a 45.6 721 69.4 509 39.0 721 66.6 664 34.1 721 68.1 N3 IOLO 684 105.4 $99 04.2 884 09.4 587 72.2 684 78.4 876 63,1 ON 70.4 587 66.1 404 64.4 656 SOS $84 69.9 551 42.1 684 54.1 541 30.165.0 514 67.0 466 $4.6 SH 67.3 448 47.0 514 50.0 440 41.1 614 44.6 433 30.5 514 40.5 427 329 514 37.3 421 54.2 452 55.7 404 452 452 47.0 390 38.7 452 4D.9 300 33.9 452 36.4 3&1 357 30.9 322 313 35327 317 272 357 2SA 312 2&8 357 262 35.1 330 35.0 306 29.2 33B 30.1 301 25.0 338 26.1 27.7 289 252 2(i3 23.1 259 2J.7 268 19.8 289 20.6 250 17.7 289 15.1 252 15A 269 16.3 2AB 13.9 289 14.8 248 11.8 288 1Z0 210 d8 280 11.4 236 8,7 289 f0A 232 TARLF SR Anchor Capacity Table (Ibe) Substrate: 2.7k Concrete 3.5k Cmo. I F411MCMUFOied CMU FT Wood Meted Anchor Clip Patterns Anehar Typr. 3716'Elco UOacan 11{'FUco libecon Nf ' Elea Uhca an NIB'Eleo Utrscon 114'Elm tRtraccn 174' SS FJco Acce0ater Nth' Elm Ubscm 114' SS FJrn AggaOalar 010 SIM Screvr(L55) a12 Steal 8,(05) 012 Steal 8crave(OS) Edge Distance 0np 1' 2-112' 1' 24W 3.118' 1' 2.12' 1' 2-t2' 7 3•f18' 7 0.48' Ow 0.324' E.bMroent Qn): 1.314' IV4' "V 13/P T 1-1(4' 141C 1.1/4' 1.114- 14W 1.114 2' 1.w9' f4V81 (oeanotaq 2AMhors Qp 4.75' MN, O.C.ISM dard C8p(Fla 17 3801bs 390 Ora 450M 69afbs 1844 Ns 2701bs 2000xi 354@0 7401be 488W 664 lot 11821bs 32610e 42010s 560 IM 4 Anchors 0 1.151 MIn. O.C, r Standard Dip (Fig. 2): 4801be 70011• WA WA WA WA 3S01bs WA WA WA WA WA 6521be 640Iea 11201W 4 Anchors @ W No. O.C. 7 (2) 20 Ands cops (Fla 3): 7801be 7601bs 6800p 1560 fee INN ft 6401bs VA The WA 7601ba ON ]be 60016a 2364 Ibs 8.52lbs 6401bo 11201bs 3 Anchors @0.451 Min. O.O.) UCAp, Into 1(8' Alum. ft 4). WA WA WA • WA WA WA WA WA WA WA NA WA WA WA 10741be 1 Anchor 7 FLOp(Flg, 5): 1S50.s 1051bs 225Ihe 44$16s OM the 1350. 14016a 177lb5 3701bs 2341b3 5321bs 5911bs 1831bs 210 @s 280Ibs 2 Anchors (01.IV No. O.G. ( F471p (Fla 6): 740lbs 3501bs WA NA WA WA 190Its WA WA WA WA I WA 326 @s 4201ba 660 ms NU 1 E: FOR THE UFFSET CLIP, USE T HE 5AME ANCHUR PATTERN ANDANCHUR VALUE5 A5 TKE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES: (OP , ) X k-7vtULLION _ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL the Florido "pN� 1.YNN Mid r/�j/� oOENsg'••�F�'� ` * ' No.68705 ATTt3 FLOR10P•'' •G��� A. L %14N MILA18At; P.E. FL P.E.# 68705 TABLE 6A Mullion Capacity Table (lbaftt2) Opening Width (for l4TNcaltyspaMrlg mtlllons) or Opening Height (forhodzontally-spanning mullions) 501n 60In 70 in Win 901n 1001. 1201n N in 160 in 1 X4 r.126 Raalong�ler Leadirp naplTdanp. Loading ROUengulor Loadng TreplTdang. Loading Rxlanpular L-Ing TfaplTdang, Loading Rectergder Leading TrepTdang. Loaft Rectangular Loading TrepTdonp. Loading Raelmtgdar Leading Trepnde�. Loadng Reelonglta Loading heplydug. Loading ReelartgWar Loading Trepnl(ang. Recfengufer Loafing Tmprmang. Loading Alum Tub Mu01on jg �} I 1. �. � ' � �• Dip'$ 3 gLoading � � dog •rgg� �,. 421n 170.0 520 170.0 435 170.01 744 170.0 478 170.0 IN 110.0 WS 170.0 992 170.0 518 170.0 If18 170.0 till 170.0 IT40 170.0 52f 170.0 1/88 170.0 62f 145.E 1489 170.0 521 127.E 1{69 170.0 52f 481n 170.0 798 f70.O 524 170.0 550 17MO 584 170.0 602 170.0 630 170.0 1133 170.0 661 110.0 1275 170.0 077 156.3 1303 f70.0 8B0 130.3 1301 170.0 We 111.7 13D3 170.0 6W 97.7 1303 170.0 680 60.626In 170.0 747 170.0 $63 170.0 1% 170.0 631 170.0 1040 170.0 litu 170.0 lies 170.0 723 IW.1 1235 t70.O 747 140.E 1235 f70.0 750 117.1 1236 170.0 756 100.4 1235 17010 755 67.8 1235 170.0 716 64In 170.0 797 170.0 612 170.0 950 170.0 601 170.0 ilia 170.0 761 164.4 1158 170.0 807 137.2 1163 170.0 $37 1..6 I16B 170.0 858 f02.9 1168 170.0 661 6a2 1158 170.0 $81 77.2 1158 170.0 eat 601n 170.0 885 170.0 701 186.7 1042 170.0 797 142.9 1042 161.1 632 125.1 1042 148.7 816 1112 1042 138.8 601 iW.0 1042 130.2 791 03.4 1042 126.1 702 71.5 1042 126.1 782 62.5 1042 t26.1 782 631n 170.0 930 170.0 745 151.2 982 1636r474 129.6 692 144.4 709 113.4 BB2 131.0 782 100.0 992 121.4 768 90.7 992 114.E 765 76.6 992 108.4 745 e4.0 992 105.0 744 66.7 882 10a.0 744 68In 165.4 947 170,0 789 137.E 94/ 1400 110.1 847 130.3 786 f03.4 917 117.7 752 91.9 947 1., 738 �.7 917 102.2 727 80.8 8/7 95.1 713 $9.1 947 94.0 711 61.7 947 84.0 711 S721. 1359 849 f42.7 737 113.2 84g 121.E 97.0 649 1069 708 84.0 849 06.4 696 76.6 840 88.7 686 07.0 B49 827 875 66.0 849 75.3 659 40.5 $49 72.5 652 42.5 649 72.4 651 781. 116.E 762 120.7 085 90.3 762 1020 62.5 762 Me 640 72.2 702 80.9 629 042 762 74.2 020 57.8 702 69.2 813 4&1 782 62.8 602 41.3 702 69.9 597 35A 762 59.4 05 5 761, IOU 724 1f1.4 834 69.0 724 04.0 78.3 724 02.9 609 68.6 724 74.4 599 59A 724 591 53.4 724 614 583 44.6 724 67.3 573 30.2 724 54.3 567 3A4 724 53.6 665 g0 in 69.6 543 71.8 483, 56.0 543 60.7 49.7 543 529 466 43.5 60 47.1 458 389 543 452 34.0 $43 39.5 446 29.0 843 34.0 138 24.8 643 32.1 43D 21.7 543 30.7 426 96In 57.3 478 58.9 427 479 478 48.7 418 40.9 478 43.2 412 15.8 478 38.5 408 31.8 476 400 28.7 478 32.0 395 23.9 478 28.1 3W 20.5 4711 259 350 17.0 478 242 376 1086i 40.3 371 41.1 341 33.5 371 34.6 335 28.3 371 30.0 330 25.2 377 f24.0 321 20.1 377 22.0 317 Wa.B 377 19.0 NO 14A 377 17.1 304 N 37.1 357 37.5 323 309 357 31.0318 2a5 357 27.6 313 23.2 20.6 357 305 16.5 357 20.1 301 15.4 357 17.4 20424.6 306 25.1 274 21.0 306 21.7 270 tS.3 A22.4 16.3 306 263 14{ In 17.0 212 172 196 TABLE 6B Anchor Capacity Table (Ibs) Substrate: 27k Concrete 3.6k Cono. I HopowcMU Fined VAU PTWood Metal Anchor ClIp Patterns Ancharypo; 3118•Reo Ulrecm 1!4'EIco UDeeon 6116' Elco Ulracen 3l16 Eleo Ukacon 1!4'Elco Ulrecan 1!4• SS Eico AggreOetor SH6' FJeo Udnoon 1/{' SS Eleo gg¢e0eta 810 Steil Sttaw (GS) f1251ed 8crew(05) $12 Sletl 8cmty (06) Edge Distance (Ink 1' 2412' P 2-Ii2' 3.116' 1' 2-1/2' 1• 242' Y 3-118• 2• 0.4V D.64• 0.324' Embedmentft t;fl4' Iai4' VV4' 144• T 1.114' 1.114• 1-114' 1-t14' 1-fl4' 1-1/4• 2' 13I8• 1.318• (see nol04) 2 Anchors C435'Min. O.C./SlaWwd aip Ing. 1 w4 390[as 390Its 45D Ws 890163 18"lbs 270lbs 280lba 3511D5 7401as 4881bs 664lbs 11621W 326Ibs 420lbs 6601bs 4 Anrhas 0226• M. 0.0.1 Standard dip (Fig. 4 700lbs 700lb5 rr80(as 1410lbs 952 WS WA No UPS WA 6301Ds WA SW Ws WA 652Ica 840 Ws 1120 its 8 AnMors ®1.t6' MIn. O.C. / Standard pip (Fig. 4): 980lbs 1400Ibe WA WA WA WA 7601as WA WA WA WA WA 1304 lbs 16801be 27AO Ibs 4 Anrdmfs03- Min, O.C.!(2) 2x6 Angle Gips 099. 6y. 78016s 7801bs 900 lbs 178D lbs 32881bs 5401bs f5WIbs 7081Ds 1480lb3 onIb5 IN to$ 2384lbs 6621be 840 lbs 11201b9 0 Anchors (M W Min. O.C.1(2) 225 Angle Alps (Fig.6): 1110 Ws 11701bs 102D We 2340Ibs 2844lbs 810lbs 840 lbs WA 1 f401bs 1404 Wo 13201Ds 35181bs 978lbs 1280 Ws 166016s 4 Anehon ® OAS MM. O.C.! UG1p. Who 1107 Alum. (Fig. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14321bs 2 Anthem C 22V Min. O.C. I Fgip (Flg. B}: 3501b5 350 Ws 2B0 Ibs 705lbs 478 Ws WA 2801bs WA 316M 0Its 440 Ws O I. 32616s 420 lbs 6601bs 4 Anchors 0 t.16. 1i0L O.C. i 211-P (Flg. 8): 48016s 7001bs WA WA WA WA 31101bs WA WA I WA WA WA 652lbs 1 8401bs 11201bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. nnun�n unrisw a nuaua r mcn r ra'nmuw: (DP,,,) X ( ANCHOR CAP..,,:) =ANCHOR CAP.- `MULLION CAP.,e,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 'OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: TABLE NOTES: • • • • • • • •P-10. • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES FIGURE 5: FIGURE 6: FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW • • • • • • • SUGGESTED,• CROXIMATE ROLE LOCATIONS. EKUCONCRETECONFORM I301 SPECIFICATIONS. HOLLOW • • CONCRETE NITCMu)ALCRM TO ASTM C-90.WOODHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125' THICK. STEEL ANGLE CUP (FIGURES 6&6) MUST BE USED W PAIRS. STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --j 1.000• 4.600' .126' 1 X4•X.12S MULLION die Florida / ( LYNN 4f("// N � ` ��'��••'�tOENSF''• .F� �� ' NO. 58705 * ' CA tSITATE 11513 Off'•, ,810NA1- A. LYIfN I6AfL1L R, P.E. FL P.E.# 58705 TABLE 7A Mullion Capacity Table Ibalfe Opening Width (for vertically-sparr*ig multiots) or Opening Haight (forhodzordagy-spaming mtMons) 80In 60In 701n so In go in 1001n 120 in 1401n login 1 X4X.376 Rectangular loading Treprldong. Loadino Rectangular Loading Tragriag. Loading Rectangular Loading Tmprfdmg. Loading Reclangulm Loading Tlaprniang. Loading Reelengdar Loading TraWRIang. Loading Rectangular Loading Ttaprinang. Loading Rectangular Loadng 7roprrdang. Loadinn Reda�ular Leading Traprrdang. Loading Rectangular Loading TrapMang. Loading AIum.Tube &"T^ Mullion 421. t70.0 620 170.0 435 170.0 744 170.0 478 170.0 M 170.0 500 170.0 992 170.0 big I70.0 1116 170.0 521 170.0 1240 110.0 521 170.0 1468 170.0 521 170.0 1735 170.0 621 170.0 1963 170.0 621 481n 170.0 708 170.0 524 170.0 650 170.0 a84 170.0 9B2 170.0 ON 170.0 1133 170.0 WI 170.0 1276 170.0 677 170.0 1417 170.0 080 170.0 1700 170.0 680 170.0 1983 170.0 660 151.8 2024 170.0 680 60.625[a 170.0 747 170.0 563 170.0 596 170.0 631 170.0 1040 170.0 664 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1404 170.0 750 170.0 1793 170.0 758 156.0 1919 170.0 758 t38.5 1919 170.0 7W 541n 170.0 707 170.0 612 170.0 958 Woo 691 170.0 1116 170.0 764 170.0 1276 170.0 $03 170.0 1434 170.0 837 170.0 1594 170.0 856 1799 170.0 $01 137.1 1798 170.0 Sol 120.0 1798 170.0 set 601n 170.0 865 17D.0 701 170.0 1003 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 998 155.5 1010 170.0 10331610 170.0 1063 Itt.0 1819 170.0 1083 97.2 1619 170.0 1063 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 t70.O 1408 170.0 1015 156.7 t542 170.0 1076 141.0 1542 170.0 11221542 1B" t168 100.7 1642 167.9 1157 88.1 1542 107.9 1157 g 601n 170.0 974 170.0 789 170.0 1169 17MO 003 170.0 1384 170.0 t002 160.6 1472 170.0 1066 142.8 IQ2 168.8 1140 128.5 1472 158.8 11101472 I 147.6 1108 DIX 1472 146.0 1104 40.3 1472 148.0 1104 721. 170.0 1063 t70.O 678 170.0 1275 170.0 1009 160.6 1320 168.2 110f 132.0 1320 149.9 1082 117.3 1320 137A f086 11SA 1320 128.6 104913M 117.0 1024 75A 1320 112.6 1013 66.0 1320 112.E 1012 3 781. 170.0 1122 170.0 017 149.8 i18{ 169.4 1017 128.2 1164 139.9 994 112.2 1184 125.7 978 99.7 118, 115.3 964 BA8 1184 107.6 8521184 D7.8 835 84.1 1104 93.i 1194 92.3 826 f 781n 188.1 1t24 170.0 967 138.4 1124 I47.0 965 118.E 1124 126.E 947 103.8 1124 115.6 931 Ot3 1124 105.8 018 63.0 1124 98.5 8031124 89.0 09D 59.3 1124[64.3 1124 83.2 8719001n 108.1 844 111.E 760 90.1 $44 94.3 736 77.2 844 82.1 724 67.6 644 73.3 712 60.1 844 68.6 702 54.0 844 61.4 693844 54.2 875 38.6 844 944 47.7 682tll'l", 89.1 742 91.5 663 74.2 742 71.2 652 63.0 742 67.2 641 55.7 742 69.8 631 49.5 742 54.1 622 44.5 742 49.5 614 37.1 742 43e 60D 31.9 142 f 742 37.6 bo{6M 5W 63.9 530 52.1 588 53.8 521 44.7 588 46.6 613 39.1 586HA SOS 34.6 568 37.3 498 31.J 686 34.2 492 20.1 See 29.6 481 213 5W 666 24.7 468 57.8 655 58.6 503 46.0 555 49.5 495 41.2 655 42A 481 38.0 555 76.0 480 320 555 34.2 473 28.8 555 31.3 407 2{.0 565 27.1 457 20.6 555 558 =4 442 .6 475 48.4 433 38.0 475 39.0 426 32.8 476 33.7 420 28.5 476 29.8 414 25.3 475409 22.0 475 24.5 404 I9.0 476 21.1 395 18.3 475 478 t7.2 381 2.6A 330 20.7 WS 22A 330 22.4 301 te.e 330 10.3 297 16.5 330 17.0 203 TART F 7R AnchorC9pacity Table (Ibe) Sub3tale: 2.76 Concrete 3.6t Cone. limmew Rged CMU PT Wood Metel AnftrClip Pattems Mchalypa: 3/18•EkoUlmeon 1/4 ElcoUheeon 1;119, Eleo Ubacon 3H6 ElmUlecen 114'F]eol!%mcaa 1/4• SS Etm A9greGsla 5110' Sc6 lglrecon 1/4' SS Eko AVoCala 010 Steel Saew(05) 012 Sied ar4ew(05) 912 Steel Screw(G5) E090 Distance (Iny I. 2-112' 1' 2-OT 3-11w I. 2-1r2• 1' 24W 7 3-116• 2• OAS* 0.64• 0.324- Embedment fin): 144' I-W4• I-N4' "Ir Y 1-1/4' 1.94' I-1N• 1.114' 1-1/4' 1-1W 2• 1.1I8' 1.378' pee nols 4) 2 Mchom@4.76•Min. O.C./ Standard Clip (Fig. 1 or 2y.. 3901bs 3901bs 450lbs 890to$ 1644 N3 2701bs 280ens 35{Ibs 74016s 4081be 6641bs 11821bs 326Ibs 4201bs 56011n 4 Anthem @2.25' Min. O.C. I Standard c0p (Fig. 3): 7001be 70010s 660 lbs 1410161 9621bs WA 560 ens WA 6301b3 WA 880lbs WA 6521og 8401be 11201bs 8 Anehae @ 1.16' Min. O.C. I Gtendmd C8p (Rg. 4): 960lbs Unities WA WA WA WA 7601ts WA WA NA WA WA 1304lbs 16801bs 22401bs 4 Anchas * T MIn. O.C.1(2) 2x5 Ange Clips (F19. 5): 7801bs 780 IM Soo Ns 17801bs 32881M 540lbs Wolin 7081bs 1460lbs 93816s 1328 Ois 23841b3 $521bS 640Ibe 112O Ibs 8 Mchae @ T MIn.O.C. / (2) 2x6 Mgm Cops (FIg• 8): 1170Its 11701bs 1020 its 23401os 2844 rm 810 @3 840lbs WA 1140lbs 14041bs 1320Ibs 3U6 fffs 978lbs 1260lbs I680tbs 4 Anftm @ OA5 MIn. O.C. I UCOp, Into 118• Alum. (Fig. 7): WA WA WA NA WA WA WA WA WA WA WA WA WA WA 1432 M 2 Aacha3 ® 2.26' Min. O.C.I F-00p Oft S): 3501bs 350 N3 290 On 7051bs 4781b3 WA 280Ib3 NA MS ro3 0 @3 N01bs 0 w 3281bs 420 Pot 660 W3 4 Anehem @ l.16• MIm O.C. / F-c9p (Ro. 9): 460 ft 700 On WA WA WA WA 380lbs WA WA WA WA WA 6521b5 MINI 11� pb ANCHUK = ANCHOR CAP.,,, USE THIS FORMULATO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • • • • • • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FIGURE 5: SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 6: FIGURE 7: • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL TO ACI 301 SPECIFICATIONS. HOLLOW AND E BLOCK UNIT BE NE SHALL PRESSURE-TREATEDTS YE LdOW SOUTHERN�CP. ETA • • STUDS TO MINIMUM GRADE 33SANDL045• ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICKAND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. gx .ODUCF REVISED complying with the Florida lading COd0 A'J I YNN ze * ' No.58705 11,3 �t5 /` 3 �W :0iL\•'• FAE P 40RIO, G A. L{NNIM1LLpfZ P E. FL P.E.# 58705 4 . TABLE 8A f Mullion Capacity Table (lb9IA1) Opening Width (ror ver6oally-sparring mullions) or Opening Height (for hortzordally-sparring mu!Hons) 501. 601. 701n BO in 901n 100 in 1201n 1401n 160 in 1.26" X 3.188" Regan ular Loading Tra Wang. Loafing Rectenguler Loading TmiVVeng. Loadug Reclanguler Loafing 7raplManB• Loading Reoti neuier Loading RoplTdang. Loading Reelangular Loading Tmp/61an9, Landing Redengulw Loading Trep7Men0. Loadng Reclargular Loadrlg 1}eplTdenO• Loadng Reelengidar Loafing Tropl7 cK. Loafing Rectarrgdar Loading Tre{d7rlang• Loading X .265" Alum Tube Mull �� .+? � .L' � .b' _ >}s&y+�. a s A' G s P � .& s & _ �c�y2 b' s ' _ Aga 9 P ypt. b' .� F �� 4T��- .� .b' P �• F §� a ya7�, P .�� �l�{ �� _• s� � :f� 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 ON 170b 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 t70.O 146E 170.0 521 170A 1735 170.0 521 ISIS 1769 170.0 621 48In 170.0 708 170.0 524 170.0 650 170.0 564 170.0 992 170.0 830 170.0 1133 170.0 fiat 179.0 1275 170.0 677 170.0 1417 170.0 580 154.6 1548 170.0 560 132.7 1548 170.0 ago 116.1 1548 170.0 on 50.625 in 170.0 747 170.0 563 170.6 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170,0 1345 170.0 747 167.0 t488 170.0 758 139.2 1468 170.0 756 110.3 1468 170.0 750 104.4 U88 170.0 768 64 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 183.1 1376 170.0 837 148.6 1376 VOS 856 122.3 1378 170.0 U1 104.0 137E 00.0 861 91.7 1376 170.0 881 601n 170.0 885 170.0 TO 170.0 1003 170.0d711158.9 1158 170.0 678 139.0 1158 167A 030 123.6 1168 166.5 01D 111.2 11b8 160.0 912 92.7 1168 144.6 905 70.4 1168 144.8 905 6" 1150 144.6 905 63N 170.0 930 170.0 745 160.1 1051 770.0137.2 1051 165.9 882 120.1 1051 142.0 8/8 106.7 1051[40.0 837 06.1 1Dfi1 126.7 630 80.1 1051 119.6 822 BBb 1051 118.1 821 60.0 f051 110.1 821 BeU 187.1 017 170.0 789 1393 a57 'S'S119.4 957 134.0 790 t04.4 657 121.E 777 82.8 857 767 83.8 85T 108.8 769 88.8 957 100.0 750 58,7 057 88.9 74B S .2 937 988 748 721n 128.7 804 135.2 698 107.3 804 116281.9 804 101.3 871 804 14D4 B1A 689 71.5 601 850 64.4 901 76.e 8/3 53.6 904 723 B33 48.0 804 89.9 828 40.2 B01 69.8 628 761n 108A m 114,4 830 912 722 87.2 7&2 m D5.3 BOB 80.4 722 78.7 598 80.a m 6a8 54.7 722 eS.S SBO 45,8 722 59,6 fi70 39.1 m 58.7 685 31.2 722 68.2 664781n 1012 685 105.8 B00 81A BBS 89.8 72.3 685 78,5 671 83.3 885 70.fi 638 6B2 085 660 60.6 BB5 80.1 655 _2 885 64.3 6q 302 O85 51,4 637 8f.6 885 80.7 63600In 65.9 615 68.0 457 54.9 515 57.5 47.1 615 60.1 441 412 516 44.7 434 36.8 515 428 33.1) 618 37.4 422 27.5 515 33.1 413 23.5 616 30.5 407 20.6 616 20.1 404 061n 51.3 453 55.8 404 45.3 453 VA 397 J8.0 4&3 41.0 391 33.9 453 364 385 J02 153 379 27.2 463 J0.4 374 22.8 453 26.8 368 i9.4 453 24.3 380 17.0 453 229 356 1081n 38.1 39a 59.0 323 3fA JSa 328 31a 27,2 SSe 28.1 313 239 359 252 308 21.2 358 3D4 19.1 35D 20.8 J00 18.9 358 18.0 293111In 35.1 338 35,8 306 29.3 JJ8 30.1338 26.1 29T 22A 338 232 293 19.5 335 289 17.8 338 19.1 285 1201n 27.8 280 28.3 284 23.2 200 23.8 260 I9.9 2B0 20.9 256 17.4 2BD 162 253 15A 290 249 I"M 1&1 201 18.3 188 I TABLE AR Anchor Capacity Table (lbs) Substrofe ZVEZR7. 3.6k Cone, ow CM Filled CMU i OM Meld MCIIOf C6p Pe0Btrs Anchorrypa: 3H6"Elw llOracan 1!4"EIrn UOramn 6?Iw Eko UtraonkNJA o ll0acon 114'Eko llllrecan tfd' SS Elm AggreOalor SHB' Eko UBracm V4' S6 Elco AggreGator 910 9ted Scrmv(G5) 012 Sleet Screw(G5) N12 6Iad Saaw(G5) Edgo Micron(Inp 1" 2-112' r 2•llP 3.1fir2.1R• 1" 2-Irr 2' 3.1f8' 2' 0.48' &64' 0.324• Embednent (fnk 1-0/4• I-W I-T4' 144" 2' 1414" i-U4" 1- w 1-1/4" 1-V4' 2' 13fa' 13r6" (Ue rde 4) 2 Anctro 04.75' Min. O.C, I S1ardard p(Fig. 11 I 390 460lbs MM 1 I bs 3841ba 401o9 466 D9 We 1821bt Ito 420 Ibe 6601bs 4 Anchors 411.1e Min. O.G I Standard Clip (Fig. 2j 460 @s 700 os WA WA WA3801ba WA WA WA WA WA SM Ibe 6400. 1120 Ib, 4 Awhae ® 3' Mtn. O.C. / (2) 2k6 AD91a Gips (Fig. 3): 7601bs 7801ba 680Ibe 15601be 18981bo B60Ibs WA 760 Ibs W81ba 880 The 2364 @t 6521bs 0 0lbs 1120Ibs4Anchors ® 0.45' MIA O.C. I UCUp, Into 1f8' Alum (Fig. 47 WA WA WA WA WA WA WA WA WA WA WA WA WA 14321he 1 Anchor/ F-Clip(Fl&5F 1951bs 1e51ba 225(hs 445lbs 8221Ds 1351bs 140lbs 1771be 3701ba T311be 332 lbs 69110s 163lbs 2101ba 28010e 2 Anch- 4D 1.16- Min O.C.I F-alp (Fig % 2401be 3501bs WA WA WA WA 190lbs WA WA WA WA WA 3261be 420 roe 660110 I NU It: t•UK -I Ht Uf•1-St l CLIP, USE I tit: SAME ANCHUK PAT I EKN ANU ANCHOR VALUES AS T Ht S IANDAKD CLIP. FIGURE 1: FIGURE 2: [!::0: • FIGURE 3: ANGLE CLIP MUST • • • • BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: TABLE NOTES: (OP-) X MULLION CAP. , ,,� -ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125' THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 01 iJ o#,( t.TNN 4f, '// l�.•..CE..... `* No.68705 *' o U` (o ls�i3�u�i STAT O ,S�OtSNAL E� `� A. LYNMILLI�I2, P.E. FL P.E.# 58705 TABLE gA Mullion Capacity Table Ibe/ftz Opening Width (for wNcalty-sparring mW ons) orOpening Height (for hodzon(aly-sparring mulnon9) 60 in 60In To In eD in 90 in too In 120In 1401n 1601. 2X41c.28 Rectangular Loading TIVITdarg. Loodn9 Redergdar Loading Tlep'aleng. Loadng Reclargulor Loedrp TmplT1an9. Loading Recimgdar Loading haplTrterg. Loading Reamngular Loading TrapiTdeng. Londng Rectarryiier Loadng TiepRdang. Loading Rectangular Loading TmpTdeng. Loadng Reclengdar Loadng Trep/nlanfl. Loading Recten9ulor Lousing 7teplTdsng. Loadng Alum. Tuba Mullion II 5^ •s ..' II :< II F3 _ a^ py6( �' 5� 5� E I^ Is. S a 5 �' A h.gy .b' II '�,. a s .- a •a3 a §a� s ..., a� 8 5� a Fc a a 8 % II & a s a .+'4• II� S� �J .. �4y a 5^ .. a 1sS 5 a ,. a & II^ �• �' S ^G 5 .a ,. 421n 170.0 62D 170.01 435 17D.0 1 744 17DO 478 170.0 668 170.0 SOB 170.0 092 170.0 519 I70.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1460 170,0 521 170.0 t735 170.0 521 170.0 1983 170.0 621 481n 1i0.0 709 170.0 624 170.0 ON 170.0 584 170.0 982 170.0 830 170.0 1133 170.0 get 170.0 1275 170A 877 170A 1417 170.0 66D 170.0 1700 170.0 age 170.0 1983 170.0 660 170.0 2281 770.0 GOD ..50.625In 170.0 747 170.0 567 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170A 1345 170.0 747 170.0 1494 170.0 758 170.0 1703 170.0 765 t70.0 2092 170.0 766 170.0 2391 170.0 766 64b 170.0k97. 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 I70.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 881 170.0 MI 170.0 881 170.0 2550 170.0 $61 60In 170.0 170.0 701 170.0 teal 170.0 797 170.0 1240 170.0 878 170.0 M17 170.0 944 17D.0 1594 170.0 986 170.0 177t 170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1053 150.6 2060 170.0 1083 631n 170.0 170.0 745 17U 1110 170.0 650 170.0 1302 170.0 940 170.0 1406 170.0 1016 170.0 1073 170.0 1076 170.0 18N 170.0 1122 170.0 2231 170.0 1169 1W.7 2553 170.0 1171 146.9 2553 170.0 1171 681. 170.0 170,0 789 170A 1169 170.0 907 170A 13& 170.0 1002 170.0 1558 170.0 1068 170.0 1763 170.0 1165 170.0 1918 170.0 1210 170.0 2338 170.0 1276 151.9 2437 170.0 1288 1328 2437 170.0 12ae 721n 170.0 17LO 878 17D.0 1276 170.0 1009 170.0 1488 t70.0 1128 170.0 1700 170.0 122A 170.0 1913 170.0 1315 170.0 2125 170.0 1367 145.6 2184 170.0 MR 124.E 2184 170.0 1529 10D.2 2184 170.0 163D 761n 170.0 170.0 937 170.0 1348 170.0 f080 170.0 1570 170.0 1209 170.0 1704 170.0 t322 165.1 1360 170.0 1421 14a.6 19M 170.0 15M 123.8 logo 181.E 1548 too.] late 154.0 1535 929 1880 152.7 1531 8 781n 170.0 1161 170.0 067 170.0 1381 170.0 itie 170.0 1011 170.0 1250 170.0 1842 170.0 1369 152.7 1681 170.0 1474 137.4 1551 103.1 15W 114.5 1661 147.3 1473 90.2 1851 139.6 1459 $5.0 1661 137.E 1454 901n 170.0 1128 170.0 1144 140A 1398 160.0 1210 127.8 t3B8 138.0 1f0a ill.$ 1399 121.3 1179 99.4 1398 110.2 1162 815 1398 101.0 1147 74.6 1390 89.5 1122 63.0 1398 82.1 1105 55.0 1388 78.0 1096 90In 147A 1229 151.5 1098 122.9 Me 127.8 1070 106.3 1229 111.2 1001 92 1228 $8.9 1044 81.9 1220 69.6 1029 73.7 1229 62A 1016 81.4 1229 72.2 893 62.7 1229 65.0 977 40A 1229 62.1 067 108ln 103.E 071 105.3 877 65.3 971 89.0 652 74.0 971 772 849 64.7 971 68A $37 57.5 971 61.6 a75 at.$ 971 W.5 S16 43.1 971 49.0 7D0 37.0 971 44.0 782 32.4 071 40.8 771 1111n 95.4 919 97.3 832 79.5 918 81.9 610 Se.1 919 70.9 age 59. 919 62.9 794 53.0 819 56.7 794 47.7 B19 at.a 714 39.7 BIB 44.6 Tea 34.1 919 40.2 742 Me 819 37.1 732 0N5 r�41 788 7a.6 716 629 786 813 TOS 53.9 786 55.8 895 47.2 768 49A 086 41.9 788 44.1 a77 37.T 788 10.5 688 31.5 78B 7/.e 8.4] 27.0 786 J1.0 841 23.0 76B 26.4 631 1n 43.7 618 442 504 38.4 618 37.0 48H 31.2 648 31.9 491 27A 618 26.2 485 24A 648 25.3 479 21.6 518 228 474 16.2 $46 19.5 484 15A S15 172 455 13.7 8l6 15.6 448 TALI C 9312 Anchor Capacity Table (Ibe) Sebslrst 2.7k Concrete 35k Cone. I Hdimv CMU FIBed CMU PTWmd Melaf AnchorCnpPatterro AdaType: 3/18'ElooUhsoan 17rFJcoUbaoon 3/18'ElcoUbxon 1/rElooUtrscan 114'8S Bco AgpeGMet 5718'Elco Utrawn 114'33 E1w AggeOetor tl03ted Screw(05) •f23lod Scm(G5) f128ted Screw(G5) Edge Ddems M): 1' 2-117 1• 2.11r 1'2-Wr r2.11r 7 3.118' r 0AW 0.61' a" Embedmml enl 1314' 1-314" me I-W4' 1414' 1-1/4" 1-1/4' 1.114" 1-114' 1-fir 2- I-ww 1ara' (see hots 4) 2Andlan;By4.75Mln. 0.0./StandaMpip(Ftg. lor2j 390 as 390M 46016e a9016s K3.118' 2101bs 280IDs 354 S. 710 De 1681bc 884 ®a 1182a. Rate. 420 Ws 66D Ib4 Anchors ® 2.60' Min. O.C. I Standard alp fig. 3 74016e 740lbs 630 ma 14951bs WA 560IN WA 695lbs WA BWins WA 652 rbs 840b112016eBAnchan01.71- MIn. O.C. I Standard Clip(Fla. 4T 685 ft O50 7681bn 1045lb. WA 7050. WA 799Im WA WA WA 978 U. 12501bs 16501be 4 Anchors @r Min. 0.0. / (2) 2r6 Angle sips (Fig. 5R 7801he 7 be 6801be Issolbo 7401 660 The WA 7601be 9361bs NO ft 2364 les 65216s 840lbs 1120lbs 0 Anchm ® r Mln. 0.111(2) 2r5 Angle Clips (Flg. 6): 1170Ibo 11701be 1020 ibs 23401bo 28" lb. 61 ba 640Ibs WA 1140lbs 1404IW 13201be 3548(be 9781bs 12501bs 1680 ft 3Ancham ®1.34' Min. O.C.I U4011p, Into 1/8' Alum. (Fig. 4 WA WA WA WA WA WA WA WA WA WA WA WA WA WA Q711 6 Anchom®0.8rf.8n. O.C./U-Cltp Into tla'Alum.ffl0. WA WA NW WA WA WA WA WA WA WA WA WA WA WA 21 Ibe 2 Anchom @ 2.68' MN. O.C. / FCBp (Fl8. 9k 37016e 3701be 3151Da 7/31M 7121be WA 2a01Ds WA 3451be WA 4401bs WA 3281W 12016e 6891De 3 Anohom®1.71" Min. O.0.1 FLIIP(Flg. 10): 3901b5 3601be 340It* 7601bs 046lba 2701bs 28016s WA 3801bs 460lbo 440 @e 118211,e 1 326Im 42016D 660 roe CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 4NUIPIUK UA1'AUll 7 AUJUJrMCIY1-Knn ; (DP-.) X (_ANCHOR CAP,,,a,:) _ANCHOR CAP.- MULLION CAP. w ,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. the Florida FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR 2.000' gm7yaDgnw+a�.w,,,,.••, 111111f I///// N (e'* • • • • • GENERAL INSTALLATION METHODS. �'<\\&'.CENSE. FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Z`. :; ••, X • • • • 4.000' No.58705 • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN0� THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ 7C ' -�(O �s STA E O <CJ FIGURE 7: FIGURE 8: FIGURE G.,FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT �iO'��.''•.; "CORIOP.•' C, �• • • • • • • IF. M. (FIGURES USED MUST BE USED CONFORM 3- ASTM GSA. WOOD SHALL BE PRESSURE EEL STUD YELLOW SOUTHERN PINE WITH AN SG OF 0,66. ALUMINUM SHALL HE 6063-T5 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 ALUMINUM AL STEELAT LEAST THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW STRUCTURAL 2' X 4' X 26' MULLION �i S """'- i711s/0r tN/�� t� IN PAIRS. .125' A. LYNN HILLIER, P.E. • • • THREADS BEYOND MATERIALBE FL P.E.# 58705 TABLE10A MulllonCa ao Table Ibse Opening Width (for vertically-spernirg mullions) or Opening Height (for horizontally -spanning mullions) 501n 60In 701n 60 in 00In 100 In 120In 1401n 1601n 2x6x.28 Rootangoter Lowing Tmpfidang. Leading Rectangular Loadng Tmpr7dan9• Loatlin0 Rectongular LoaBug TrepRdeng. Loading Rectangular Lowing Trawdana. (eadng Roclanguler Leading TmNTdang• Lowing ReelOngulas Load ng TmpfFiDng. Lomng Rectangular LOadmg TraprRiang. Laadrg Rectangular Loading Tiaprillann. Leading Rectangular Loedmg Treprwang. Leading Alum. Tube ' Mullion 'ba b D t � a9��a8 Is `d� 8� `8�. D Q p ke 8� ke xe 3�Y � L b 8 b �• gF k D X b b $ b a D C3 ��� a �• ^� 421n 170.0 On 170.0 435 170.0 744 170.0 478 170.0 a88 170.0 SM 170.0 02 170.0 Sig 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 $21 170.0 1735 170.0 521 170.0 1983 170.0 621 481n t70.0 708 170.0 524 170.0 650 170.0 SU 170.0 892 170.0 030 170.0 1f33 170.0 661 170.0 1273 170.0 077 170.0 107 170.a 680 170.0 1700 170.0 680 170.0 1863 170.0 am 170.0 2267 170.0 660 50.6251n 170.0 747 170.0 563 170.0 896 170.0 881 170.0 1046 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1404 U0.0 768 170.0 1703 170.0 756 170.0 2092 170.0 755 170.0 2391 170.0 7S5 641n 170.0 707 170.0 612 170.0 GM 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 637 170.0 1594 170.0 858 170.0 1913 170.0 861 170.0 2231 170A 851 170.0 2550 170.0 881 60In 110.0 065 170.0 701 170.0 1063 170.0 797 170.0 1240 170A 076 170.0 1417 170.0 844 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1053 170.0 2333 170.0 1063 63 in 170.0 930 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 240 170.0 1488 170.0 1015 170.0 1073 170.0 1073 170.0 t659 t70.0 1122 170.0 2231 1T0.0 1169 170.0 2603 1704 1171 170.0 2076 170.0 tt71 6a In 170.0 074 170.0 789 170.0 1169 170.0 603 170.0 1364 170.0 I= 170.0 1556 170.0 1056 170.0 1753 170.0 1155 t70.0 1048 f70.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1280 170.0 3117 170.0 1288 72 in 170.0 1063 170.0 878 1275 170.0 1009 170.0 1488 170.0 Me 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 f180 170.0 2975 170.0 1629 170.0 moo 170.0 ism �c e 781n 170.0 1122 170.0 937 1348 170.0 1060 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1W5 170.0 2692 170.0 IM 170.0 314D 170.0 1694 170.0 3569 170.0 1705 781n 170.0 1151 170.0 0671381 170.0 1118 170.0 1611 170.0 1260 170.0 1842 170.0 13W 170.0 2072 170.0 1474 170.0 2302 170.0 1664 170.0 2763 170.0 1700 170.0 3=1 170.0 t777 170.0 3603 170.0 1790 901n 170.0 1328 170.0 11441594 170.0 1328 170.0 1859 170.0 1408 170.0 2125 170.0 t653 170.0 2391 170.0 1703 170.0 2858 170.0 1918 170.0 3165 170.0 2125 166.0 303 170.0 2273 138.5 340 170.0 2361 98In 170.0 1417 170.0 12321700 170.0 1434 170.0 1933 170.0 Ian 170.0 2207 170.0 1784 170.0 2550 170.0 1952 170.0 2833 170.0 2095 150.0 3199 170.0 2338 137.1 3199 165.6 2470 120.0 3199 iW.1 2428 1081. 170.0 1504 170.0 14091013 170.0 1047 170.0 2231 170.0 1870 170.0 2560 170.0 2078 184.0 2781 170.0 2271 14U 2781 161.0 2333 123.8 2781 140A 2281 105.0 2781 126.9 2234 9U 2781 11S.0 2190 1111n 170.0 1638 170.0 14541710.0 low 170.0 1700 170.0 2203 170.0 ISM 170.0 MI 170.0 2140 151.8 2832 1823 2245 138.0 2832 148.4 We 113.6 2632 t28.4 2168 07.6 2632 115.1 2126 85.4 2832 1043 2090 Cain li0l) 1771 170.0 15M2 225 170.0 1859 154A 2252 159.9 1091 135.1 2252 141.4 1964 120.1 2252 127.2 I= 108.1 2252 I18.1 1915 00.1 2252 09.8 1e72 77.2 2252 86.9 1838 67.e 2232 81.4 I= 1441n t2b.1 1584 126.8 14451664 108.1 -14-251 814 1 1664 1 91.6 1 1407 78.2 1564 80.7 1390 69.5 115611 72.3 1373 828 1684 85.7 1358 521 1664 55.0 13301 44.7 1 15S4 1 48.2 1 1305 39.1 1S64 1 44.4 1283 TARLF 1f1R Anchor Capacity Table (Ibs) Substrate: 2TKC4ncleto 36x Cone. I Hdlo,YCMU Filled CMU I PTWWd Metal Anchor Clip Patterns AncMrrypr. &16'EkoUttracon 114•ElooUllman 5he"EIM Ujuseen 3116"Elcounraoon 1/4'Etc.1.14 m 1/4"SBE. A....,.Uluscon 611wEluo 1/4'ES E- Aggregator 0108teel cmw 8(OS)Screw(GS) 412Steel #12Steel Eavw(GS) Edge Mt-(14 1" 2-Irr 1• 2-1rs' av6• 1• 2.1rs' 1• 2•Ur 2' 3-Inr r 0.46' 0.64" a324• Embedment (In): 1314' 13I4• 13r1' 1314- r 1.114• 1.1/4' 1.114• I-lM- 1-1/4' I-lf4" T 1318' U316' (see note 4) 2 Andmas ® 416' Min O.C. / Standard Clip (Fig. 1 a 4 390lbs 390 ke 450 lb. 890les 1644 Ibs 2701bS 2801be 354 We 740It 468 Ibs 6041ts 11021W 32811)5 420 Ibs 6601be 4 Anchors Q 4.68' Min O.G. / Standad Clip (FIB 3): 760 Me 780 Re 900 We 178D Iss 3084 Ibs 54D Its 560 lips 7081W 1480 me 930]be 1104Ibe 23041ta 652 ft 840The 1120 R4 8 Anchors C 1.71• Min O.C. / Standard Clip (Fig. 4} 11801ba 1400 Me 1010lbs 2595 %9 WA WA 9401bs WA 1065 ms WA WA WA 1304 Ibs 16801be 3NO lb. 4 Arch- C T Mr. O.C.1(2) 2r5 Angle Clips (Fig. 5), 760It* 780 the See Its 11660Ibe 18W Ibs 640 @s 560 IDs WA 760lbs 93016s a60lbs 230410s 652 ft 840lbe 11201tse 8 Anchars C T Min. O.C.1(2) 2r5 Angle CUM tFig 67 1560 Its 15601te 1360 [be 3120lbs 37921bs 1080 The 1120 Re WA 1520 We 18721be 1760 ft 4T281he 1304 Re 1680lbs 2240 9n 12 Anchars a 1.G Min O.C. I t2) 2x5 Angle Clips (Fig 77 IWO the 2100lb3 1440 Me 37801t* WA WA 1320 ib, WA 1600 ft WA WA WA 19561bs 1 21101ho 33W Iho 4 Anohas ®t.34' MI.. O.C./ UCep, into 1/8' Alum. (Fig Bp WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143210a 8 Anchors ® 0.84" Min. O.C. I UClip, Into 1/B' Alum. (Fla. Bp WA WA WA WA WA WA WA WA WA WA WA WA WA WA 28641bs 2 Anchors 4& 4.66' Min O.C. I Fli(F(g. 1 390 ibs 4W Ib, 6I 6 0 W1. 3 7401be 4681bs 52 ne 1152 its 325 Ibe 420 W3 65010s O.O/C0 Anchore Q 1.71" Kiln. FCip (b. 11k 2b WAb W1be B0 @44 11201bs FIGURE 1: • L1. FIGURE 5: • • FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 9: FIGURE 9: FIGURE 10: FIGURE 11: • • • • • • • •• D Ifl • ••. FIGURE 6: FIGURE 7: ANGLE • • • • • • • • CLIP (FIGURES MUST BE • • • • • • • • USED IN PAIRS. -ANCHORCAP._ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION 'CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GRWT-F1 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREAT YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL BE AT LEAS7.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Flodda ` No.58705 ! U !S O (u; STATE ((�. i ''•.FCORIDI" 11111100 A. LYNN MILLER, P.E. FL P.E.# 58705 9DL99 #'3'd ld 3'd'N311IW NNAI 'V \t 111111r1// r ~gy3 V1S Oda ` m `�5+ �' 50L99'flN * ` la I 1L111� rvn. 1\\\\ 'WN31VW 3H1 (NO)-nnw Mi wimi N1) ONOA38 SM38HI M3V3S £ 1SV311V ON31X3 11VHS 1V13W O1NI SNOHONV TIV'9£V ONV NOIHI.4Z1' 1SV31 Nomm.9zl' X.t L'Z X.9Z'L LV 38 OL 1331S lVNn10na1S'(39nV9 90 mom .960' ONV ££ BOVN9 W(1WINM V 38 Ol Sons I331S OIOIHl I .9ZL' d0 WnlllNIW V 38 ONV 51-E909 38llVHS W()NIW()lV'S9.0 i0 98 NV IWA 3NId NN3Hl(IOS M0113A 1 I 031V3N1-aHnSS3Hd 39 TIVHS OOOM'06 3 W.LSV Ol WZdOANOO IIVHS (nWO)11Nn NOOIB 313aON00 .SZt 03llld1n•Oa0M+ OMOl1OH'SNOI1V31i103dS WC 10V Ol WNOAN03 MVHS 313NONO3 :S31VN1S8nS (4 'SNOUV301310H 31VWIXOaddV'031S399nS MOHS S3an91d ii .9LIL'Z '0Z-% 5133HS NO NMOHS SNOLLOWSM IVNOISN3WI0 9NIMO'IIOi 013Id 3H1 Ni 03111N0 38 Ol S310H 'M-M S133HS 33S'SNOISNSWIC 13VX3 a0i'31VOS O110N 3aV NMOHS Sd113 NOIIInW ONV NOIIinW (E '919VMO1W SI SHIM 9MN3d0 UOIGNV SH19N31 iim N33M138 N011V1OdH91N1 HV31411(Z ,in vmv 8ulApfim sa I 'SOOHAW NOIMIV1SNl WdEIN391103 4-9 S133HS 33S 33SIASN.LOL)002(d 'ONIOVOI NO NOIIVWHOiM HOd ZZ 133HS ONV S3IRVl 3H19MSn NO SNOI13nalSM aOd L .mHS 33S (L '318V1 Al10VdV0 N0H3NV 3Hl WOai SNO11dO aOHONV IVNOIl10OV Ai11VnO0103Sn 38 AVVY HOIHMA110VdV3 NOHOW WnWINIW V O131A IIIM 11'Nomm 031031393H1 i0 (318V13H1 WONA) All3VdV3 NOninw 3H1 NVHl a3MOl SI !1 NSHM'9NIN3dO 3H1110.41N3W3NIn03a 3HnSS31dd 1Vn10V NV 01 ONIONOdSM11103.03NInb3a A1l3VdV3 MHONV.3H1 NIV180 Ol V'InWHOA 8I1413Sn mnw ""dV3 MOHONV= ( "°°',dV3 NO3NV) X ( dal "" dV3 aOHONV innWNOi 1N3W13nf0V A113VdV3 a0H3NV 'S310N 31SV1 'SalVd M 038n 38 ism dll3 MEW L 3an91i -T 6%otg Isal Z99 I Wj tM I=9108 sqI BC6 I 4109E VIN I MOM I 910Y9 I MMI I o4109S1 I 0a1089 I oal OOL IWI O9L :(l'Dld)sdAfl aPW 9121Z)J'J'O'u6Y .f ®sa4oW4 (►olou o06) .91CL .910`1 .Z .►/1-1 .►/hl .►/1-1 .►ll-t .►/t-t .Y/l-t .L JM1L .Y/Ct .►fE•L .►ICE :(oil l0ou,pe4w3 .Rev "*0 Avo .L .911•C .Z d/1•Z .{ ill$ .l .1114 .Z1DZ .l .7A{-Z .l g, 0ove1v0eOP3 (99)MOns 1-is no (9fl)AmoS lap19 tie! 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ELZ S'9l 691 L'EZ ELZ Bet 08 1'SZ ELZ 9'03 ELL 0'LL ELZ L'CZ Ott 9'6z Elz 9'OZ Ott zu Olt 011E cot V66 01Z Z'LC -199 F EBt 918E WZ D'EL Cot 994 DCZ C'9L COL 91R KZ B'LL ►% 0'OL KZ ►'lZ 0% Y'� m L'EL 6BL 911E ►¢Z L'9L Z61 L'►E KZ S'DE Set VU KZ 9n OOZ B'SY ►CZ LT► ul C9 � L09 LTC BSZ "I. 10Z ZTE m L-11 tOZ ZTE 99Z 810E wz D'CE w zVe I'm (I'm O9Z 9'1Z LOL Z'LC so evc Olz Vol, 9SZ E'SE DLL TO Riz Z't9 Or, V09 99Z 9'8Y ul C9 BYL Vol, BtE Lk 99L L'6Y etc ZiZ 9YL L'e► 9lE f'8L 6YL 9'60 etc BEf Ogg 8'09 8tE L'LE CSL S'E9 Blf YT► 8SZ L'[S BlE SBY L8Z Z'►9 BLE 4'B9 LBL L'DL BLE 9'1B u1 M fBL 9'fe Z9E L5Z EBL 9'E9 Z9C ►'8Z E8L 9'E9 Z9E E'YE E9L 9'E9 Z9E L'lD tRZ e'►9 Z9C G'SD BBL Z'[9 Z8E S'iS 68Z e'L! Z9C 8'85 L8Z C'61 Z9E 8'89 LOE 0't6 Z9E EZ9 u19Z9'09 9lC 9'BL E0D LOE DtE B'OL f0► 9'DE DlE 918E C06 E'OD ►lE 8'81 f09 f1fY 9lE 116E E70Y L'E9 11c ►'SB EOY 0'09 OZE D'e9 f09 0'69 9ZE L'D6 f0D 9'00 EfE O'BOt COP 85O ul B► LtYp L'►El BZ9pp 1'S► up L'DCL 9L9 9't9 tl► t'DC1 SZ9 V09 LLY ML m LTC 1L9 VM W9 L'08 OWL BZS 1'06 Olt, O'OEL 9L9 O'COL 61Y e'8Yt BL9 LOLL BZ► O'L8l 9L9 L'D►l ul a!3 °rl ,4 V N "gyp 4 'T n3 'QQQ F3 9 6 �QQQ ((tt i3P,p Y! 9 3 S 4 S s 4 S 7Ltill g 4 S n ]�§aj IS tt 8 3 '� 7 R '� v $g d V 8 `� IInw eQnl wnIV.SWIC &+0 m '&IePl(dNl Oulpeol m{n8uoloay Bm mi 0,avjAeli SULO l aeln9uowm Di 1 'Ousp1F1w1 6u1pe01 v-W6vel0am &0pw1 tuepllderi 6ulpwl rep�Buapa)1 OuiDOol 'Ouepl BOLL BumoO) velnBuelaall Dul1w, 'BueP1N0LL Ovywl agn&wpail Dipol •BueVLdO�i Buhwol .eln8ue{aaa Bulpwl Ouepllde+l Oumwl mpo..laaa Ou6eot 'Cuepi'doll flulDwI teln0uoiaad "WZ x n991 A 09t won uI OL{ u100L u100 ul OO u10[ u103 ul09 (sllop►lw Buµleds-f4mozp0t(Jul) )y81eH BuluedOlo (Sueprw 6uµledS-4GOprenlol) ylplM fiuluodO ZUle91 eltl9l 43odua uoII1nW . ► 1 TABLE112A Mullion Capacity Table (lbe/ft2) Opening Width (for verlicallyspannirg mtlGons) or Opening Height (for horiaordallysparlring mdlols) 501n 601n 70 in so in BD in 100In 1201n 1401n I601n 3.25" 30 Reatsegufaz Loadng Trapliae T. Loafing ReclargJar Loadn9 Tfapft ' Loadn9 Rectangular Loading naprrdong. Laedrg Rectengufar Lcadng 7fapMang. Loadn9 Rectangular Loading TrapMang. Lowing Rectangular Loafing TfspM.ng. Loading Rectangulart loedne 7hprlltig. Loadrg Redvout Loadrg Th, Deg. Loedrg Rectangular Loafing 7reprmog. Loadlrg DEG. AL BAYMULL r .a_ r_ r_ z` _ _ r r fig• r r r r a a z: r•^ is r 3 r a p 42In 170.0 620 170.0 435 170.0 744 170.0 475 170.0 868 170.0 Safi 170.0 992 170.0 619 170.0 111$ IMO 621 170.0 1240 170.0 52f 170.0 1488 170.0 621 170.0 1735 170.0 621 149.1 1740 170.0 621 181n 170.0 708 170A 924 170.0 850 170.0 684 170.0 992 170.0 810 170.0 I133 170.0 BBf 170.0 1276 170.0 677 170.0 till 170.0 680 1522 1522 170.0 680 f30S 1522 170.0 880 114.2 1822 170.0 880 60.626In U0.0 747 170.0 663 170.0 us 170.6 $31 f70.0 1046 170.6 a4 170.0 1189 170.0 723 17U 1345 170.0 747 164.2 1443 170.0 766 136.9 1443 170.0 76a 117.3 1443 170.0 768 1D28 U43 170.0 760 541. trod Mir 170.0 aft i70.0 ON f70.0 a91 Into ilia 170.0 734 170.0 1275 170.0 W3[�2.... 1353 170.0 837 144.3 1353 170.0 650 120.3 1353 170.0 all 103.1 1353 170.0 861 802 1353 170.0 WI 601n 170.0 885 170.0 701 170.0 1083 170.0 797 f67.0 1218 170.0 079 146.1 1218 170.0 944 Wit 159.8 936 118.9 1218 f52.1 924 97.4 1218 140.1 913 816 Me 148.1 913 73.1 1218 148.1 913 63 In f70.0 930 170.0 745 170.0 1116 170.0 85D 150.2 1150 INA 033 131.4 1150 153.0 914 1160 141.9 898 105.1 1160 134.2 885 87.6 1150 128.7 871 75.1 1150 1282 870 95.7 1160 126.2 870 r 66In 170.0 974 170.0 789 152.4 1048 165.8 $81 1348 fO48 14M 864 114.3 1048 133.1 8W 1046 123.4 839 91.4 1048 11t8 630 70.2 1048 109.4 821 65.3 1048 108.2 016 57.1 10/8 108.2 $18 Sin 72N 140.8 880 147.9 7W 117A 880 128.0 718 f00A ae6 110.0 734 88.0 ea0 100.0 T22 680 92.0 712 70A 880 862 703 58.7 No 78.2 693 50.3 880 78S 668 44A 880 76.4 888 lain 118.7r7W 125.1 780 100.4 790 93.3 683 74.8 790 Q1.B 652 790 70.9 643 518 790 71.7 615 49.8 790 85.I 624 42.a 790 621 610 37.4 790 61.5 617 70 in flea 115.E 750 98.1 750 $5.9 832 69.2 750 77.1 621 81.5 7W 70.6 612 65.4 750 65.7 805 4t2 750 59.4 594 39.6 750 56.2 53B 342 750 55.6 NO 901n 72.1 74.4 T65792.3 5W 62.9 563 64.6 483 45A W3 45.9 475 40.1 603 44.4 488 36.1 663 40.9 462 30.0 683 382 452 25.8 503 33.3 445 2i5 653 31.8 442 961n 59A 51.I 49 661.6 t 495 44.8 427 37.1 405 39.9 42I 33.0 495 38.1 415 29.7 495 33.2 409 24.6 495 29.1 400 21.2 495 20.8 394 18.6 495 25.0 390108 in 41.7 42B 301 35.9 301 31.f 342 2&1 381 27.6 337 212 391 24.9 333 20.0 391 22.8 329 17A 391 19.7 321 14.0 391 17.8 316 III In 38.4 39.2 370 310 370 28A 326 24.0 370 25.3 320 21.4 370 22.6 316 19.2 370 20.9 312 10.0 370 10.1NW. 30.4 317 30.9 289 25.3 317 28.0 3t7 22.5 290 18,0 317 19.9 270 10.9 317 11.9 273 17.0 220 17.8 203 Anchor Capacity Table (Ibs) substmar. 2.7K Comfeter 3.61t Cane. Hollow Cf2U Filled CMU PTWood Maid Anchor Clip Pallems Anchor Type: 3116Elto Ulrecan iM' Elco UllmanUltracon W18• Sec 3118• Elco Ulracan VI' Elco UBecon 114' 6S Eko AffsGator 6116' Eleo - UOscon 114' SS Elco AMeGetor #10 bled Scrow (05) #12 Ste61 Scm (G5) #12 6teel 3erew(G5) Edge Distance(fnY 1' 2.1W 1• 241r 3W 1' 2412• 1• 2-t@' 2' 3118• 2• GAB• OAP 0.324• Ernbedmenlgn)• 1.V4• 1-.3/4' 1;V4' 13TP 2• 1.1/4' 1-V4• 1414• 1-V6• Life 1.114' 2' mr I-W (see note 4) 2 Anchors ®6' MNL O.C. I (2) 2s5 Moe Cops (Fig. 1): 3901be 3901bs 450 ®s IfW lbe 17001bs DO IM 2801bs 3611h3 74010s 488Ibs 7201De 118210s 326100 4201bs 1i801b 4 Mchom@3.6•Min. O.C. 1(2) 2s6 Angle CBp3(Fig. 2): 78D As 7801b3 780 ros 1670lb8 2626lbs 540 Ibs 560lbs WA 112Ibs 9361bs 880 !be 23HPA 6521bs 840lb3 1120lbs 6 Archors @ 2.71' Min. O.C. 1(2) N5 Mgte Clips(Fig. 3): 1120@s 1120fbs 958 hes 22481bs 22641ba WA 840lbs WA 1059 to$ WA 1320lbs I WA 1 076Ibs 1260I1,3 1680lbs FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL 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 BE A MINIMUM GRADE 33 AND .045' THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A26' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL -ANCHOR CAP.,,, I USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 3D' BAY MULLION YIN .1 i 11111111t ifllr Q7 �� ���� •' �,ICENSF' �c�.p � ' No. 58705 ;moo' tST'20 f3 ,� 10NAL. I00" A. LYNN LER, P.E. FL P.E.# 58705 4 TART F •IAA a Mullion Capacity Table Ibe7R2 Opening Width (for wrticallyspera9ng mUllons) or Opening Height (for horizonts*spennlrg minions) SO In BD in 701n BON go In 1001n 1201n t401n ISO in 3.25" 46 Re t.wlsr Lowing, T f7darg. Lw flw Rectangda Loafing Traprl8ung. Loafing Rectangular Loafing Tresmang. Loadre Rectangular Loafing MsWnfang. Lowing P=Iw9ulw Loading TapMang. Loadnit Rectanow L0adn9 7npRrlang. L0adn0 Recleng0lar L0adn9 Twfimrg. Loafing Recfmqur r Loafing 7mpTdaag Loading RectargWar Loading TrapMang. Loading DEG. AL BAY MULL 'a a,. R� s� •aJ.. � �& fi£ d� tip •a,. ��, tip ,. 3�a �J., 3� cR� u d��� _ h�a k' �2q3 •Aa..i.. dgQ$ 23 ci+$�$ 5�• �&gg �0 §� �. 'J..dc,.,. S� 3yg � 3$�j$ t7 � 3 FO 3 tea„ cog$ u a.. �oBp � ,. 3` 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 Bab 110.0 50B 170.0 092 170.0 510 170.0 1116 170.0 521 170.0 INN 170.0 521 170.0 U08 170.0 521 170.0 1735 170.0 621 160.3 1871 170.0 521 48 In 170.0 700 170.0T .0 850 170.0 584 1704 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1037 170.0 WD 1401 1837 170.0 860 122.8 1637 170.0 680 SoMin 170.0 747 170.00.0 M 170.0 031 170.0 1048 f70.0 684 1".0 I195 I70.0 723 170.0 1345 170.0 747 170.0 1481 170.0 750 IVA 1552 170.0 758 128.1 1652 170.0 750 110.4 1552 170.0 750 541n 170.0 797 170.0.0 058 170.0 891 170.0 the 170.0 754 170.0 1275 170.0 SOS 170.0 14U 170.0 837 165.2 14SS 170.0 M 129.3 1455 170.0 Bat 110.e 1455 170.0 861 07.0 1455 t70.0 861 60 in 170.0 8a5 170.00.0 1083 170.0 7B7 170.0 1240 170.0 676 157.1 1309 170.0 9N 129.7r3- 170.0 age 125,7 1309 103.5 994 104.8 1300 157.1 982 89.8 1309 157.1 982 70.8 1309 157A 982 631n f70.0 930 170.00.0 7 1110 170A e50 1629 1247 170.0 940 1425 1247 I8k5 983 12V 15A8 965 114.0 1247 144.3 052 05.0 1247 138.2 936 61.4 1247 135.7 936 71.3 f247 105.7 935 § fM{ti 170.0 874 170.00.0 1189 17d0 903 140.4 1190 163.7 085 12D.9 II00 U7.0 845 115.4 I3&5 928 10J.8 1180 128.4 g14 88.0 1180 11g.5 890 74.2 1100 118.1 693 81.9 1190 118.1 893 Min 181.0 10f0 18994.T 1010 1/4.6 e59 115.4 1010 12T2 842 101.0 f010 114.7 It. 69.8 105.8 917 80.8 f0f0 08.9 807 07.3 1010 00.0 795 67.7 f0f0 87.a 790 50.5 f0f0 87.7 789 v 7B In 137.4 000 14394.5 908 t220 775 08.1 BOa f07.1 T61 BS.B 00B 98.2 749 78.3 88.2 73a a8.7 90a 623 728 57.3 008 74.7 71a 49.f 80a 71.2 T10 42.8 BOa 70.0 700 set 132.5 59 $61 112.E 738 90.5 Sal 98.6 725 79.4 861 88S 713 704 81.0 703 03.8 Sat 78.4 694 53.0 861 68.1 681 45A eat 64.5 876 39.7 881 a3.7 672 827 640 85.4 574 65.9 648 72.1 UN 59A 848 82.9 554 51.7 548 58.1 545 46.0 W 50.9 537 41.4 648 47.0 630 34.5 84a 41.5 510 29.6 B46 382 511 26.9 048 38.6 607 68.2 50 70.1 50a 66.1i We 69.1 499 46.7 60 51.4 401 428 58a 45.8 483 37.9 688 41.4 478 34.1 50 38A 470 26.4 568 33.4 459 24.3 WO 30.6 452 21.3 668 28.7 447 r7181'in127.1 47.0 449 40.9 405 39.0 449 41.2 399 342 449 35.7 393 29.0 449 3f.7 3872a.6 449 2 e 302 23.0 M9 28.1 371 20.0 449 22.T 368 17.1 449 20.4 Set f&O 449 16.9 358 /4.1 425 45.0 385 30.e 425 37.0 378 31.5 425 32.8 373 27.0 42S 29.1 307 24.5 425 28.2 382 22.1 425 24.0 356 18.4 425 20.7 350 15,8 425 18.0 313 we 3a4 35.6 331 29.1 384 29.8 328 24.B 384 2S9 321 21A317 19.4 3a4 205 SiS IT.S 3M iG7 20.2 263 20.4 233 10.a 253 17.1 2So I TAR[ P VAR Anchor Capacity Table(Ibs) Sabstnta 2.7k Concrete 3.6k cone. HouowCMU Filled CMU PT Wood Meld Anchor Clip Patterns McMr Type: 3118' Elco UVseon 1/4' Elm UVaeM 5116• Elea UVecon VIV Etco Ullman 114' Men UVeeon 114' SS Elea Ag9re0ala 5118' Elco Utmcon U4' SS Hco AggaOala #10 filed 6crow(G5) 012 Steel Screw (GS) M2 Steal Serew(06) E0g0lMalanoepn): i' 2-Irr 1' 2-112' 3.1/8' 1' 2.1W I. 2.11r T 54/8' 2• 0.4r 0.64' 0.324' Embedment P1. 1,f4' taro' 1d14' 13/4' T 1.114' 1.114' 1.1/4' 1-1/4' 1.114' 1.1/4" T I-W fa18' (see note 4) 2 Anchom 0 6- Min. O.C.1(2) 20 Angle COPS (Fig. 1): 3901bs 3901bS 4501b3 69D @e 1700Ibs 2701bs 2801111 364 Ibs 740 @e 4681bs 7201bs 11821be 3261bs 4201bs 66D IDS 4 Andras® 3.S Min. O.C.1(2) 2t5 Angle Caps (Fig. 4 7801bs 7801be 7901ba 1670 lbs 26251DS 5401bs 660lbs WA 11201bs SM Ibs 8801bs 23641bs 652 @e 8401bs 1120Ibs 6 Anc110m Q 2.71' 60n. O.C.1(2) 2n5 An js Clips (Fig. 3r 11201ba 1120lbs 9581bs 2248 WS 22541bs WA 840 fDs WA 10" Ibs WA 13M Ibs WA 978 tee 12801frs 16801Ds FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANUMUK VAVAUI I T AUJW I MCN I FUKMULA: (DP_) X ( ANCHOR CAP.,„,,,,, ANCHORCAP.- `MULLION CAP.,,a,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. '-J V LTNIV 4/(•7j�i a•�� •' or, ENSF •' • �F'p `�� No.58705 10 )51�r3 ." W STATE O S��NAL A. L'y' UI(IIMILLLR, P.E. FL P.E.# 58705 -j 1.00D• f- 125' 2.000' 125' 1' X 2" X .126' MULLION 6083-T8 ALUM. X-SECTION -j 1.00W f- 125' 2.0 L .-T 37b' 1' X 2' X .375' MULLION 8063-TOALUM. *SECTION {-{ 1--.126' II STANDARD CLIP 21 D. I 6083-T8 ALUM. X-SEOTION -125' N jF-.125' I 2.126' U-CLIP I 6063-T6 ALUM. rr XSECTION .12V I , -+i .740' F-- 6.600' ' CUT HERETO 376' .37b' 3.125~� _ CREATE F-CLIP, SEE MIN. MIN. DETAIL F. SHEET 4 r-------� r-------- I 1 I I I A L- -----J L-------J �- STANDARD CLIP 6063-T8 ALUM. Z1T.NTHE TROF ANCHOR HOLE MUST LIE TOPVIEW DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +IAA. .375' MIN. I I I I I .338' MIN. U 8083T6 AL T8 ALUM. USED FOR ALL V X 2• AND 1' X 2,75' MULLIONS, SHEETS 68 TOPVIEW .338' MIN. i I U•OLIP 6063-T6 ALUM. 1'X3.12S'X.600' MULL ONLY, SHEET 9 I TOPVIEW e 338" MIN. U-CLIP 6083-T6 ALUM. 1.25'X 3.188'X.285' MULL ONLY, SHEET 12 TOPVIEW 1' X 2.75' X .650' MULLION 8063.76 ALUM. XSECTION TABLE B I-t000•-+ 3.126' .125" .500' T V X 3.125' X .S' MULLION 6063•T6 ALUM. XSECTION - 11--.125- 2X5 ANGLE CLIP 6063-T8 ALUM. 2.000' XSECTION 125' i-5.000' I I .375' MIN{--• `--------------------' 2X5 ANGLE CLIP 6W3-T6 ALUM. TOPMEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116. Mull Dimension (sfieettl) POT Part# Mulllon I Sid. Clip OHaetCllp U-Cllp Angle Clip 1"X2" X.12W (5) 66805 6W113M 6661118M I 666243M 666511M 1" X 2" X .375" (6) 666006 668114M 6661119M 666244M 666512M 1" X2.76" X.376" (7) 66607 666115M 6661120M 666245M 666513M 1"X2.75"X.651P'(8) 66608 666116M 6661121M M6246M 666514M 1" X3.125" X.600' (9) 66637M 6661116M 6661114M 668242M 666515M 1.25" X3.188' X.265"(12) 66641M 6661117M 6661113M 666241M 666516M 1.26" X 2.11" X.125" (16) 69370 1 WA I NIA WA 868517M OFFSET CLIP ' 6063T8 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE CASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". TABLE A Dimension Value Qn) For Mullion: A 1.025 1' X2' X.125' Aluminum Tube Mullion B 2.654 C 0.895 D 0,740 A 1.125 1" X2' X.375' Aluminum Tube Mullion B 2 404 C 0.835 D 0.490 A 1.875 1" X2.75"" X .375AIUminum Tube Mulllon B 3.OW C 0.757 D 1.118 E .450 Min. A 1.312 1"X2.76'X .650" Aluminum Tube Mullion B 3.000 C 0.470 D 0.838 A 2.000 1' X3.126' X .600' Alum Tube Mull B 2.637 C 0.883 D 1.137 A 2.625 1.26' X3.188' X 265' Alum Tube Mull B 3.282 C 0.882 D 1.762 A 1.813 1.26" X2.11' X .121' Alum Tube Mull NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET 2) SEE SHEETS 5.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. VI RBVISBD 8 "Ah IboFtodda g'j LYI N ` No. 58705 ���•. STATED ••tl 0NAL A. LYNIVALLK P.E. FL P.E.# 68706 r T I 1.000" 1.000- ® „ �{f 740' .063' - i I 9. IRJR Z .OBY jl�j_ j� 126' 062' ffi LL A38" I I Ila:d4.00D" 4.000'a375 .00D' 2.626' 2.000' •126' 2.126" 2A�,ov .126' 1 .125' 1 L .125' .125'.125" O .Q r CO) .031, STANDARD CLIP .126" U•CUP 2X6ANGLECUP O yT W J166'J 6003-T6 ALUM. 6063-TBALUM. 6083-TB ALUM. J Q ' ' 375' XSECTION XSECTION X-SECTION m LL VX4"X.126, 11X4"X.375' 1"X4"X.316" W O 0. MULLION MULLION T•MULLION 5.500' 6.00D' m Z p07 J 8083•TB ALUM. 6063•TB ALUM. 6083-T8 ALUM. 3125" CUf HERE TO 375• 375' FF- p c0 U XSECTION XSECTION XSECTION MlN. ..I - CREATE F-CLIP, SEE r Q DETAIL F, MIN. r/j SHEET4 Z LU .376' Z LU m �I+- 2.661•------- 1-------- CENTER OF r ---------------------i .376' 2 11"" .126 I I I I 1 ANCHOR HOLE 1 1 MIN. � Q 1.377" I ! I I 1 MUSTLIEWITHIN 1 I J n- I I I I THE DASHED I I ¢ J I I I I I F BOUNDARY. SEE U Q pt 2875' - - - - - SHEETS 5.17 FOR F 11 I ¢ O Z N I I I I THE ANCHOR O.C. .125" I I I 1 1 I F I DISTANCE. Z g0Q MAXIMUM U.1 O ii 30" I 1 I I I ANCHOR HOLE I I- 1 1 I 1 I DIAMETER: I 1 J fn Cn 3.260' LL------J L-------J ANCHOR --------__-- 1 (> > Q 3V BAY MULLION I OL4METER+1l16'. ¢ O O 8063.78ALUM. 1 Z 2X6 ANGLE CUPQ � X-SECTION CB 6063-T6 ALUM. € Q' STANDARD CLIP U-CLIP TOPVIEW -� CENTER OF ANCHOR HOLE MUST LIE 6063.T6 ALUM 6063•76ALUM. CENTER OF ANCHOR HOLE MUST LIE 228,J 981'-I WITHIN THE DASHED BOUNDARY. SEE TOPVIEW USED FOR ALL 1• -WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. X 4' MULLIONS. SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE SHEETS 10 & 11 DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16. TOPVIEW DIAMETER: ANCHOR DIAMETER + 1118'. .376' MIN. 45' BAY MULLIO 6083•T6 ALUM. XSECTION .226"1 �--.98T-4 NOTES: .1- � 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 375" I 1 I I I 1 3.000' OFFSET CLIP 6063-TSALUM TOPVIEW TART F n TART F R Dimension Value (In) For Mulllon, F 3.687 1" X4" X.126" Aluminum Tube Mullion G 1.000 H 2.680 F 3.187 1" X 4" X.375" Aluminum Tube & "T' Mullion 0 0.757 H 2,430 F 2.813 3W Bay Mull F 2.876 45" Bay Mull Mull Dimension (sheet8) PGT Part It Mullion Sid. Clip Offset Cllp U-Clip Angle Clip P X4" X.125'(10) 69364 666111M 6681122M 666241M 666518M 1' X4" X.376' (11) 66010 666112M 6661123M 666242M 666519M 1' X4" X.375'"T (11) 66653 666112M 6661123M 666242M 668519M 30 Degree (16) 66649 WA WA WA 6655110M 45 Degree (17) 68650 WA WA WA 6665111M ```111111!! 1T�7j, . �• , ' •�CENSF' . F,P � � ` No. 58705 * ' O�I �• •Qfz •C(/�� A. LYNN MILLER, P.E. FL P.E.# 58705 l � TABLE E Mull Dimenslon (sheet#) PGT Part # Mulllon Std. Clip U-Cllp Angle CUP 2" X4" X.25"(13) 06602 686281M 666271M 6665112M 2' XB" X.25" (14) 66604 866262M 666272M 6666113M STANDARD CLIP 2000' I 6063•TO ALUM. NOTES: XSECTION 1 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125' DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 2) SEE SHEETS 6-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1490' 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. CUT- HERETO CREATE F-CLIP. .375' MIN. SEE DETAIL F,376' r_SHEET4 M ____-___ ___I__ __---_- 4.000" .260 UZ0001--i3.BD0' 2'X4'X.26' 3.438-MULLION 8083-TSALUM. XSECTIONL STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". r-2.000--1 2•X8'X.25' MULLION 6083-TB ALUM. XSECTION CUTHERETO 3.600'—�i CREATE F CLIP, MIN. rt I S.71 EE DETAIL F. rMIN. r- cEE DETAIL r------------ - ------- I I I I I 1 I I 1 I I I I I I I 1 I I ILL I I I 1 I I STANDARD CLIP 6063•TO ALUM. TOP VIEW 6 --•� f--.12b' U-CLIP 2.125'LiT 6063-TSALUM. X-SECTION .12b' 97b' I + 3.438" I 8063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. C .376` I I t 6A38- I I U-CUP S083-T6 ALUM. USED FOR 2' X 8' MULLION, SHEET 14 TOPVIEW 2X6 ANGLE CLIP 6063-TB ALUM. 2,000• XSECTION .126' 6.000' 375" I MIN. T--------------------- T I I I I I I I I I I 3.438' I 1 I I .375' L I I MIN. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-TBALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVEW SHEETS 647 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. MIN. _____________� I I 1 1 1 I I I I I I 1 I I I I 6.438' I 1 I I I i I I I I I I I I .375' L---------------------� MIN. 2X5 ANGLE CLIP 6003-TB ALUM. TOPVIEW * No.58705 -TAt15O �%\�`s' 0, 10NAL EN A. LI�ISI(1'MILLI fk, P.E. FL P.E.# 68705 EXAMPLE 1: SINGLE VERTICAL MULLION IN HEAD THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-W.0 PSF. 1) INITIALLY ASSUMING THAT V WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32-+32+1-=65. REFERENCING SHEET 22, THE COLUMN USING NO ANGioas RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. III "—SEE SEE FENESTRATION DETAILS, PRODUCT'S SHEE FROM TABLE 3A, SHEET 7, THE P X 2.75' X .375' MULLION (LENGTH = 72•, OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +158.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 4 ga! APPROVAL 2.3TS FROM TABLE 4A, SHEET 8, THE 1' X 2.75' X .850°MULLION (LENGTH = 72', OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE TY OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION LENGTH 2) USE TABLE 4S TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 412 ANCHORS AND THE 2X5 Q N ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED. THE STANDARD CLIP IS EASIER TO INSTALL. Z SEE O DETAILS, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM, THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL J SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1.60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, LLI DO NO ANCHORS I�MDTH'� THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: im o0 92'--{ PSF) X 636 LBS 524.9LBS (MAYBE USED TO QUALIFY# 10 STEEL SCREWS FROM TABLE 4B) c0—IU(60 OPENIN 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-318°. THE OPENING REQUIRES ?Z DESIGN PRESSURE OF +50.01.55.0 PSF. .-J Q co FOR THE VERTICAL MULLION: Q 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'+1"=105' AND THE OPENING WIDTH IS 36'+36"+1' =73'. REFERENCING SHEET 22, n THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-3/8' AND WILL F- N O "O W EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. g W MULLvnOni�r-- FROM TABLE 3A, SHEET 7, THE 1' X 2.76' X .376- MULLION (LENGTH - IOW, OPENING WIDTH = 807) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF d Y Y N AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U FROM TABLE 9A, SHEET 13, THE 2'X 4' X.250" MULLION (LENGTH =108', OPENING WIDTH = 80") HASA DESIGN PRESSURE OF+J.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q OQ. Z cep SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION- NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �'O SEE DETAIW. 3r FENESTRATION sHEETs BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 3W+36'+2'=74', NOT 77 AS PREVIOUSLY PRODUCT. 23 ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABW FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN 1111- APPROVAL �_ THE 73' DIMENSION (36.1/2'+35-V2"+2'=73'). , , 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE,ASSUME THE POURED VER7ICALI I CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION ` - - ~SEE SEE USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1J2' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND LENGTH d, DETAILS. DETAILS, THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF9T1LBS. OPENING SHEETS 2-3SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X.260' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER HOR12.ON T2' MULLI MULLION TYPE COULD BE CHOSEN. ODUCTRBVISED a complying with the Florida 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32"+721+2' -1061. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALJTRbWGULAR LOADING MAYBE USED. FROM TABLE 9A, SHEET 13, THE 2' X 4' X MULLION LENGTH - 42", OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE E Uilding Code 2 ., [[••"" / ccc lance No J .250° (@ REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. P ° D SEE � - DETAILS, 3 Ta 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' ly ilUelDSdo toductT:o uo Il PI 2 WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH `to J J (4) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ��I vfifJJ/ ANCHOR CAPACITY OF 621 LBS. �� Q. • • • • • •.. /( /i .ULLLLLENGTH 36', HORIZ. �33'. HORZ. J tOPENING 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 98 FOR THE U-CLIP SHOWS THE ANCHOR''CEN8F' 131074 LBS WHEN USING 3 ANCHORS• WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIREDANCHOR CAPACITY REQUIREMENT OF 521 LBS. THENo. 58705 WIDTH FOR VERTICAL MULL --ICAPACITY ANCHOR TYPE IS A#12 STEEL SCREW. -_ - FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; •0 % 73 '•, / O0%5 +/-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION ACC S O STATE 0 •�'��` (INTERSECTION). THE LOWEST DESIGN PRESSURE IS+1-64.7PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��(�`'•.FIORIOp•••' SS,'•••••• C� ;�NAL VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MILLER, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: ", �A� I PW LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j I FM I I I HINGED DOOR V V t�l LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: r-- E> LSGD 1DING OF HORIZONTAL Mt o PW PW LOADING OF (2) HORIZONTAL MULLIONS // LOADING OF VERTICAL MULLION I/ r co is LOADING OF VERTICAL MULLION IpJI! Z LOADING OF HORIZONTAL MULLION Q 0. — CO Z Q N Z MY Z p Y O O Q 4/ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: RODiiCTRBVISED 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL smulplyinB,111,the Florida uildinsCndc 1m IancON¢°7= PW CONFIGURATIONS. P rn 0 CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. y CW, UP /1 2) IF THE LOADING TYPE CANNOT rp-w 1IDrdt>'RG UICENgF �F,p BEDETERMINED, USE q��•'• RECTANGULAR LOADING. _ No.56705 3) SEE PRODUCT& APPROVAL FOR = _ ACTUAL ANCHOR LOCATIONS. •.., iS :, c- ZONAL two LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION FL P.E.# 58705