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WS-13-2269 A �.. �sKD1 L,� Miami Shores Village fr �t a 10050 N.E.2nd Avenue NE ` `• "' Miami Shores,FL 33138-0000 x Phone: (305)795-2204 �v''s F[ORmE, f. Expiration: 09/15/2015 Project Address Parcel Number Applicant 1175 NE 101 Street 1132050190230 JEFFREY MOWERS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell JEFFREY MOWERS 1175 NE 101 ST MIAMI SHORES FL 33138-2606 Contractor(s) Phone Cell Phone Valuation: $ 12,000.00 DENMAR CONSTRUCTION GROUP (954)372-6623 Total Sq Feet: 00 Type of Work:WINDOW AND SLIDING DOORS Available Inspections: No of Openings:5 Inspection Type: Additional Info:IMPACT Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Review Building Review Building Review Building Review Building Review Building Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Structural Review Structural CCF $7.20 Invoice# WS-10-13-49374 DBPR Fee $2.25 Review Structural DCA Fee $2.25 10/07/2013 Credit Card $50.00 $575.70 Review Structural Education Surcharge $2.40 03/19/2015 Credit Card $575.70 $0.00 Permit Fee $150.00 Plan Review Fee(Engineer) $80.00 Plan Review Fee(Engineer) $80.00 Plan Review Fee(Engineer) $80.00 Plan Review Fee(Engineer) $40.00 Plan Review Fee(Engineer) $80.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $9.60 Total: $625.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the for ing informs� is accura d that all work will be done in compliance with all applicable laws regulating construction and zoning. ore,I aut zeA�a-ra:m�ed do the work stated. � March 19, 2015 Aqtorize wnat / Z ant / Contractor / Agent^ Date Building Department Copy March 19,2015 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-200649 Permit Number: WS-10-13-2269 Scheduled Inspection Date: August 07, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MOWERS,JEFFREY Work Classification: Window/Door Replacement Job Address: 1175 NE 101 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132050190230 Project: <NONE> Contractor: DENMAR CONSTRUCTION GROUP Phone: (954)372-6623 Building Department Comments 1 IMPACT WINDOW INSTALLATION AND 4 SLIDING Infractio Passed Comments DOORS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 07,2015 For Inspections please call: (305)762-4949 Page 6 of 42 Miami Shores VillageLL C__E n `1 Building Department PC 1 0 7 2013 g P (� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138Y. I Tel: (305)795.2204 Fax: (305)756.8972 v I INSPECTION'S PHONE NUMBER. (305)762.4949 �0 FBC 20 BUILDING 4tj\IV-H/ l Permit No. W513- PERMIT APPLICATI �/�I�' Master Permit No. IAC of Permit Type: BUILDING ROOFING JOB ADDRESS: 117 S AIP, 1 0 1 S City: Miami Shores County: Miami.Dade Zip: / Folio/Parcel#: 1 ( —;1-V S -- 01 q --o t ;U Is the Building Historically Designated: Yes NO u Flood Zone: OWNER: Name(Fee Simple Titleholder):_*e Pfhv a ky/ti erin t Maw LC Phone#: Address: I1 IS tiA' fd S `l City: AA rJkc State: FL Zip: Tenant/Lessee Name: MZ4 Phone#: Email: CONTRACTOR: Company Name: &AMar a�{�iycf/��1 t".1%yyrg Phone#: Address: 3 t S!a A/•W %7 City: 6yd r e, G State: Zip: T-!-rj9 3 Qualifier Name: �'d w G[.a,- Phone#: n-("' "Z State Certification or Registration#: G/sC♦ 151'f5:31 Certificate of Competency#: Contact Phone#: Email Address: ' DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit:$ ZiGGG Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration idNew7► ORepair/Repplace/�� \ ODemolition/� Description of Work: �I)ZM&o,f Wi"�y-n/ Z/1 C`g//G�i�/1 S' ( -+1'I a511 r 1J O 011_S Color thru tiler ************* ************************Fees******************************************** Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ - TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage tender's Address City _ State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. .' IF . YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN . ATTORNEY-_ BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In,the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. , Signa Gam' �'l'�" `�-t Signature weer or Agent Contractor The foregoing instrument was acknowledged before me this�_ The foreg g instruent•was acknowledged before me this day of 2011),by day of C)L1 20 t_�),byl dw�4 C(o/�/ , 1 who eerso—Qly known me or who has produced who i on to me or who has produceed V�SASSiJ c✓� As identification and who did take an oath. as identification and 1�1�/ . NOTARY PUBLIC: NOTARY PUBLIC: P.•�xplr d 16 = Sign: Sign: Notary Public State of Florida Print: '� Rona Solis print: �'�"••.E E 17 3 U S 9.. My Commissi Expires 12/0812015Commission t478� My Commission Expires: ���`�`�/ OSI F11.0 ��`�\� APPROVED BY Z/ Plans Examiner Zoning 11 ( Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ORES Miami Shores Villa a 1NG193= Building Department some 10050 N.E.2nd Avenueoyb Miami Shores, Florida 33138 ITYENT to Tel: (305) 795.2204 ��OR[Dp Fax: (305) 756.8972 Vial 1y Page 1 of 1 Permit No: WEI 3 Structural Critique Sheet o C'U k-1,A, & Nny1 % -- Lo - 5 b �-T-v r CJ U .0 �uti,,n cz v� -:� C��YC � � eck., . 1.+..- rS 1 r f STO ED REVIEW ic, L) S-I ,.� ��,� rT� Plan review is not complet when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one sett-off,voided sheets in,the resubmittal drawings. , � G�1 L-e dehd A raf -1� �" y Ll� �;-��;' el �, ,�Ltij ,�, tC, KCA 17 >s� oz , c� MAR 12 015 i i MIAMPDADE MIAlII--DADS COUNTY,FLORIDA PRODUCT CONTROL,SECTION DEPARTMENT OF REGULATORY AND ECONON11C RESOURCES(RER) 11805 SIV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) �. """" •miamidade.Qov/economy PGT Industries,Inc. 1070 Technology Drive ' North Venice,Fl.34275 ; SCOPE: This NOA is being issued under the applicable rules an ,replations' o rn'' the use of construction materials. The documentation submitted has been reviewe end ao by the Dade County RER- Product Control Section to be used in Miami--Dade County a 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"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant AjumiVum Tube• uilions";•••• sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/11 with the latest rgvl;ion daWd 01/29/15, •• signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade.Geatity Prop vU tontrcl..% Revision Section stamp with the Notice of Acceptance number and Expirations dal-by the Miami-Dade • County Product Control Section. ." :...:. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • g p ...... .. . .. LABELING: Each unit shall bear a permanent label with the manufacturer's•name•or logo:eity, state,-:::.: series, and following statement: "Miami-Dade County Product Control Approv(P",llhless otherwise noted •• herein. •••••• RENEWAL of this NOA shall be considered after a renewal application has beiskJliel and there has be*t'. no change in the applicable building code negatively affecting the performance of this product•- TERIVIINATION 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 Colony, 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 4f the Building Official. This NOA revises NOA No. 13-0815.05 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. 14-1105.01 MiAMI•DADE COUNTY fS i �ti Expiration Date: May 26,2016 E9 _ Approval Date: February 12,2015 ��itS Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed,sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson P. E. (Submitted under previous NOA No. 10-0819.0 • • • •••• •••••• C. CALCULATIONS • ...... .. .. ...... 1. Anchor verification calculations and structural analysis, comp ibig with PBC-2019.•• and with FBC 5th re ared b manufactures'aa�od 01/�A/l5 si 8d Edition {2014), p p y and sealed by Anthony Lynn Miller,P.E. *0000* .. 00:0*0 000000 6660V D. QUALITY ASSURANCE 0 0 ' 1. Miami—Dade Department of Regulatory and Economic Resources MER): """ • E. MATERIAL CERTIFICATIONS •• 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5'h Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. aime D. Gasco ,P.E. Product Control Section Supen isor NOA No.14-1105.01 Expiration Date: lYlay 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FT"443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda,P.E.,Product Control Examiner. (Submitted udder previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion-L.M.I.", approved on 11/31/13 and expiring on 05/26/16. . . .... ...... ...... .. .. ...... .... . ..... ...... .. . ..... . . . . ...... I Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL ��''"" ® + 1)DETAILS SHOWN ARE FOR THE MULLION OyLY.Af4yr10RS S WN ARS Nl ADDIT TO/QJOANCHORS REQUIRED FOR THE r� MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION&TY$ICAL OPPLIWITIOYS ARE SHDWkL EA061 SITLWyON IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALtERSFOR THE BEST INWrALLATON METHO[#OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 MUST BE ANCHORED PROPERLY TO TRAASFtR LOAd9 AND ARCTO Ee DESIGNED SPOTHEi4S.• INSTRUCTIONS...............................1 FIGURE • 000 •• *00 • ELEVATIONS...................................1 MULTIPLE t: MULL TO ZX WOOD..................._...2 MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X&MASONRY..............2 MULLIONS / sEE Derals INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 6: RECTANGUIM NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY.......................3 AD,T. SHAPE •• • • • •• ••• •• N SHEETS 2J MULL TO STEEL STUD....._...........3 b m 3)THE ANCHORAGE METHODS SHOWN HAV EN E T E S'I•TH NDL�ApS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................3 F I DESIGN PRESSURE.MULLIONS ARE CALCULAT QT EC�'NQ�M �W 180.THE STRESS INCREASE WAS NOT USED ANCHOR SPECS......................._.._3 V) III T ALTERNATATE CLIPS.......-............4 Z IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION RACTpR WASaU36D FOR THE EV ATION OF WOOD SCREWS. J •• • • • • • ••• •• BAY MULL INSTAL LATION..............4 0 I I / 11 X 2 X.126 MILL SPECS...............6 •••j III'illl` 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2%.376 MULL SPECS..._..........g - _ INSTRUCTIONS. 1 X 2.76 X.376 MULL SPECS..........7 I X 2.75 X.86 MULL SPECS............8 U.1 $ 0 SEE DETAITHRU 0; / I / /_ iii _ /II SEE DETAILS 6ANCHORAOEUSE THE �OR THE MBINED WCOMMON MULLION 9EEIDTH OR HEIGHT OF NEXAMPLELY TWO SON THIS SHEET AND SHEEJACENT FENESTRATION T 24.FOR MUl DUCTSTO TEPLE UN iSTERMINE PCONSDER RES�D 1 X 3.126%.600 MULL SPECS........I m O A THRU 0; I X 4 X 426&RILL SPECS...............10 H CI i SHEETS 2.3 1 A THRU 0; I X 4 X.376 TUBE MULL SPECS....11 Q J _ ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 --- - -- SHEETS 2a 1X4X.376'r MULL SPECS 11 J \ III I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 7 III I I 1.25 X 3.188 X.286 MULL SPECS...I OPENING 1.26 X 3.25 X.100 MULL SPECS.....13 Z W �' VE T. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE($). 1.26 X 3.26X.624 MULL SPECS....14 MULL FOR 1.26 X 3.94 X.024 MULL SPECS.....15 O LENGTH HORIZONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 4 X.26 MULL SPECS................1e � SEE DETAIL E, MULLBE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X 26 MULL SPECK................17 SHEET 3 1.28 3.26 B Y M LL SPEMULL ECS....18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT F- Q 30'X 326 BAY MULL SPECS.........19 REACTIONS. 46•X 3.26 BAY MULL SPECS.........20 O MULLION&CLIP DIMENSIONS......21.23 FENESTRATION 8)REFERENCE:TEST REPORTS:PTL-8443;ELCO ULTRACON/AGGRE-GATOR NOAS;ANSUAF&PA NOS FOR WOOD CONSTRUCTION: EXAMPLES 1&2..................._.........24 PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES.....................26 Tn BE OF ANY TYPE. MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING F= BZ III MANUFACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U CD Q PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d Z N O �O /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. � .�A HORIZONA-D,G,H; TAL SHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MIAs LENGTH HORIZONTAL WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATK)N PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR"TRIANGULAR/TRAPEZOIDAL'. PRODULTRBVISBD m wBWlykp whh Bu mrids -HORIZ.MULL LENGTH--I 4)FIND THE CHOSEN MULLIONS MLALION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 1SA,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING bundle&Code 'I LEMULLNGTH I— F�—OPENING WIDTH--j THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Aoocpp•= OS.• I �. MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FTI)FOR THE OPENING OBTAINED IN R C2o1(� STEP 1). N OF IGHIG Her 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND T14E VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBSt.THIS VALUE vtl e A h Conlrol� OPENING MULL 6' �' HORIZ. 0, REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1111 I 1 I i I 1 HEIGHT � LENGTH V MULL LENGTH 8)FROM THE ANCHOR CAPACITY(L83)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \� ,��ON ,• Nr.. L k—L ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR li LICENSsF•��<<\ CAPACITY IS MET. OPENBIG WIDTH No.58705 SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT' FOR THE _ OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED,WITH THIS FOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ;O /,54 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS T'•. J' 7E. FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %,(��'•.;c<pRIDA„•••�C1� CAPACITY(LBW"OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION S •,..., 1 PRODUCT ASSEMBLY. ��/,�n1VAL ENG"N 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MtLIL99,P.E. FL P.E.#68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ••• . . . ••• 4v3,�Ti a . . . .. . . .. . • • • •• •• lie • • • i MULLIN • • IiDETAIL A: DL n MULLION TO 2X WOOD BUCK MULLION11 BUC��IP PE ANCHOR IBCSHTRRATE oz MULLION ATTACHES TO 1� OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE BEE TABLES 1&180 d (OFFSET CLIP SHOWN) ••(STANDARD CLIP SHOWN) BY OTHERS. SSHEETEI i m I I MULLION • • • • • • • • • I " U1N W I • ••• • • • • • I j I • • • • • •• ° ° I .. '� •. 5 .• ZIN 2J 41 0 N j I SHEETS ••• • • ••• °• ••• •°� I I CONCRETE OR CMU DISTANCE, W EH I I 21-23 C ORI�HOLE* SLE ° d I I I h--+SEE SEE TABLES _ ° ° EDGE m ° 1 I ° EDGE DISTANCE 1B-18B 1 (l) OFFSET DISTANCE ® ° I FOR MASONRY W Q $ ANCMORB II FOR WOOD / I m O d ° SCREWS L e°d I I SIDE VIEW J .260'MAX FOR d J ° ALL MULLIONS EITHER THE F 7 d ° a ° 37ANDARD 0 d Z ° ° OFFSET MULL �i CLIP MAY BE W d ° EXTERIOR ° ° �� ° THIS METHOD. QZ a d EDGE d DISTANCE d F- ° e ° dFOR ° MASONRY ° THE OFFSET CLIP IS ANCHOR8 ° RECOMMENDED FOR i�ip r EXTERIOR °° WINDOWS,BUT MAY ALSO BE USED FOR Y g OTHER FRAME TYPES. U Z Q JTYP.ANCHOR TYP.ANCHOR G� PER SUBSTRATEPER SUBSTRATE, . 333 �i 666 TYP.ANCHOR SEE TABLES 10.168 PER SUBSTRATE, SEE TABLES 18.168 SEE TABLES 18-1aB �_+EDGE/END BUCKSTRIP DISTANCE AND SEE TABLES ATTACHMENT EMBED N BUCKSTRIP IS-taB BY OTHERS. AND EMBEDMENT SEE NOTE I, ATTACHMENT „ SHEEHEETI. • BYOTHERS, •• i ' • SEE NOTE I, y + •' SHEET 1. • MIN 2.7 KSI CONCRETE OR CMU PRODUCTRBVISBD SIDE VIEW FRONT VIEW 90DW4�ea�Ywlneewlm Buadleg Oode Ac ce No 4 FRONT VIEW °7DA IA INSTALLATION NOTES: Mlaml a Ploduel Con1ro 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 `�\\QC��NONUCENN 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 'P FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ' _ No.58705 • 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 'D J/ - — 4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. Oma'•, F4 F :•���` 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED '�s '••�ORIDP,.. ELCO ULTRACON OR ELOO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. A.LY 4 Flk E. FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DETAIL E: ••• 000 0 000 �•• •� ;*MULLION TO MULLION � DETAIL C: • • •41 • •26'MIN.• • •. INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO • • • • • • • (U-CLIP) MASONRY STRUCTURE MULLION • • c 1)MAY BE INSTALLED IN-TEE'OR-CROSS' u6 (STANDARD CLIP SHOWN) • • •• •k- •• INTERSECTIONS. ° VAF IES Y 2)MAYBE INSTALLED HORIZONTALLY � (SHOWN)OR VERTK:ALLY. I TYP.ANCHOR •• • • • �- •• •• N EITHER THE I PER SUBSTRATE, • • • • 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 $ CO (— STANDARD OR SEE TABLES 18.138 Al 000 • • •• • FOR CORRESPONDING MULLION. Z M w OFFSET MULL I • • • • • ••TOP&/IEW • MULLION Q LLUFj! CLIP MAYBE I I EDGE DISTANCE • • • • • • • • • INS TALLED BY II I FOR MASONRY •• • • OARIES� • I••. •• J THIS METHOD. I I ANCHORS ' J W I S12 STEEL SCREWS. SELF•ORILLMIO OR PRE43RILL \ MULLION AND USE SMS W m p O a / MULLION Z EXTERIOR 40° 4 a \� 0 a EDGE DISTANCE ° THE OFFSET CLIP IS FOR MASONRY RECOMMENDED FOR ANCHORS ° FIN-FRAMED /INTERSECTION $$ WINDOWRAME MAY U ? 'Q ALSO BE UBEO FOR (n 8 a ♦ OTHER FRAME TYPES. EXTERIOR Z TYP.ANCHOR 4 Z N PER SUBSTRATE, 4 4 0 O �9EE TABLES 18-13B TYP ANCHOR HOLE SHEETS 21-23 FOR U) f•' � r- PERSUBSTRATE, HOLE LOCATIONS g BUCKSTRIP SEE TABLES 18-138 AND FRONT VIEW EDGE Q Y X DISTANCE co w ATTACHMENT TMENT SEE TABLES I— N SEE NOTE 1, 0-138Q Z j 0 0 EMBEDMENT SHEET 1. ° EDGE • ° DISTANCES • • ��-BEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 15.130 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, \ SEE TABLES 18-138 FDUCI RBVIBITD2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� SEE SHEETS 0 gWpb Ute Flodd►ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-n FOHOLR &CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THELOCATIONS Tate —FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. � Dek3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD• MULLION e P�oducl Con!m 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® I 1 I I 1 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVEDEDGE DISTANCE \\�`��pNY LYryN ELCO ULTRAC.ON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES FRONT VIEW 18 GA AND COMPLIANT WRH THE FL BUILOINO 1813BP?•'' �ICENSF•,�1�.��i� CODE,A 2X WOOD BACKER MUST USED, ATTACHMENT BY OTHERS. No.,58705 •7} USE WOOD ANCHOR SPECS - EXTERIOR SIDE VIEW NOTES: - `- 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD %SOT', T to F ANCHOR VALUES MAY BE USED. '��s•' <ORIOP,,.•'��` 2)SEE CORRESPONDING MULLION TABLES, '�� NAL SHEETS 5.20,FOR QUANTITY OF SCREWS. A.LWNN M11111 t,P.E, FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DETAIL F: DETAIL G. • • •• • • •• • DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLIOItl C:lP • • • • • • •BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLI ) • • •• • (ANGLE CLIP) $ SEE DETAILS Al, SHEETS 2 AND 3 FOR INSTALLATION 30'OR 46' tl TO SPECIFIC SUBSTRATES. BAY MULL •• • • • •• ••• •• N,B m MULLlpMI • • • • • • • • � �� Cn •• • • •• • O O O O O •• J� W O O TOP VIEW SIDE VIEW I i m u o O SHOWNWITHIX4•X.126• I TOP VIEW I I (q O MULLION I I I I Z J I I I TYP.ANCHOR F EXTERIOR PER SUBSTRATE, U m I SEE TABLES 160 OR 138 2 TYP.ANCHOR STANDARD MULLION CLIP I t /'-PERSUBSTRATE, I EXTERIOR ;� �11 � MODIFIED TO FR FIELD I SEE TABLES 18-116 y� 0 CONDITIONS. I 11 I I W I 2'X6'ANOLE CLW, I 1 I I I 2 PER MILLION ENO,MUST BE MULLION I I INSTALLED INSIDE OF BAY MULL. I I I I II I I � I N d •- \ © 2•X6'X.126' N (A II I I ANGLE CLIP, Z `$ I I 2PERMULLIONENO, f..1 a 0 0 a - Q I I I MUST BE INSTALLED � I INSIDE OF MULL. dt 6zz'_ I F�8� I TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-14B INTO WOOD, (f STEEL.ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR M48ONRY MODIFIED IN-FIELD. EXTERIOR GOT PRO CI /' ``� as Bu On O e N61bFIWidt- rr ( £ AooeptmrcpNe 5.0,1 ® ® INTO W000,STEEL, O DRO "J� ALUM,CMU OR MASONRY ry ® ® EDGE DISTANCE NI Pf UCl Nt0 PER ANCHOR kkl 1111111/// EDGE --® ION OPTION G&H: DISTANCE F PER ANCHOR NOTES FOR INSTALLAT O \P���•''�,\GENS ' 14, 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: '• •'.TE No.58%05 2)DETAIL G:SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE -_ 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.125'MULLION. LOCATIONS. •�:�(. 2)SEE TABLES W-138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 168 OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE %4A4 5 3)THE 2X8 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. (`s' F<ORIOP,.•'G��,�; /ON AL EN A.LYNW MILLER,P.E. FL P.E.#58705 • ... ... .. .. . . . .. .. . . . . . . . . . . . ••• . . 1111 . . . 1111 TABLE 1A Mullion Capacity Table IbelR1 • • • • • �N Opening Width(for berthxlVapemlrp mullions)orOpening NellihijxrijUllons) • • • 00 c!In � 60 M 801n 701n 6o In W M • •10040 • • tp In • •14 180 M1 70�F O ReotanguW iwillang. Remaniaiv Trwrdang. Recwgutal Tn"04I. Re www Rwifieng. Rectangular 17ap/7IM9. Ree ler T ere. re• e9tanp4e• TNpMng. Reetugulsr TmpM--g. tgLL- 1 x2x.126 Loading Loadkw L.4.0 Load" Loading Loft Loadre Ladng Lowing Ioadinp Loedhg Lading Loading Lowing Lmdng Lang Ladng Lowing Alum.Tube � Mullion � �� � � � � � � a �•ti _,, 1; 1 11 11 11 11 11 1 11 0 o 421. 111.9 408 129.61 332 10.2 408 116.61 325 1 70.0 408 107.111 321 09.9 405 104.41 319 82.1 406 104.0 Me 68.0 Ass 101. 319 461 400 141.0 40rr 390 408 104.0 $19 35.0 408 104.0 319 lLl 48 In 74.0 312 83.8 268 82.4 312 73.4 262 5J.6 312 67.0 248 4018 312 63.2 248 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 81.0 244 28.8 912 61.0 244 23.4 312 61.0 244 7 8 = 112 85.0 261 70.8 254 61.2 281 810 20 46.8 261 65.7 221 39.9 281 52.1 222 36.6 281 00.1 220 3t.9 281 40.3 210 20.0 281 49.9 201 22.8 281 {01 219 20.0 181 49.3 219 D1 8 62.5 247 57.5 207 419 247 40.0 202 37.6 247 44.8 199 32.9 247 41.0 196 20.2 247 39.4 194 20.3 247 364 193 219 247 38.1 199 18.8 247 30.1 193 16.4 247 38.1 103 ca ~ co cn 38.4 200 41.2 170 32.0 200 354 166 27.4 200 31.6 163 24.0 200 26.0 100 21.3 200 27.1 169 0.2 200 25.9 167 109 200 260 106 33.1 lel 350 155 27.5 181 30.3 10 23.7 181 2e.e 1W 20.7 tet 24.5 1b 164 tel 22.6 IM 10.8 151 21.7 14J2&0 165 30.5 14224.0 106 25.1 139 20.6 106 27.1 1J8 16.0165Z 12.2 139 23.3 110 0.6 130 190 118 16.0 1J9 17.8 116 p- 18.9 126 10.7 109 16.7 126 te.e 107N 17.5 118 18.2 101 a 7 Q � O TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: N � o AnohorCa aol Table Jibs) ANCHORCAP.,,,,,,,- subelmia 23k Commie 3.5k cone. Hollow u Feled CMU i Wood Morel (DP•)X( )•ANCHOR CAP.,,, N , MULLION CAP.,,„,,,, W�1 5116'Ebo 1l4'88 Ebo SAO Elco 1/4'88 Elco NIO B WI 1412 81x1 M12 Sial N X Y Y Anchor Clip Patterns Anchor rye' 1115'EboUbaOoa 114'Eka UHreoa 3016'Elco Ulbacan 114'Eko UMoa TTT Ubaoa App0e0m« lNbwn Appu061« Bo06w(05)Borew(C8) screw(05) 113E THIS FORMULA TO OBTAIN THE"ANCHOR N Edge Distance on7 1• 2-Irr 1• 24re 3418' 1• 2-trC 1• 2-ur 2' 3-116• 2' 0.46• 0.54• 9.324• CAPACITY REQUIRED'CORRESPONDING TO AN U X Q ?' Embedment I-XV 1-&4• ta14' 1.314' T 1.114• 1-11v 1-1/4' 1.114• t-114• 1x14' r tale• tale' wd-a ACTUAL PRESSURE REQUIREMENT FOR THE O O An64@n 4.76•Min:O.C.I Stana«d Of Oftel QIP(Fig.tk 300 b6 390 b6 45014 000106 164410e 27014 14 354 b6 740 be 37414 66414 940% 341 14 41214 --500-17;- OPENING,WHEN IT IS LOWER THAN THE MULLION a 4 Amh=@ 1.19-Mb.O.O I S1e1MW(«Oftet)Clip(Fig.27 480 b6 70014 WA WA WA WA 35014 WA WA WA WA WA 00214 88514 112014 1 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anolwe @ 3•No.O.O.1(2)268 Angle 0/pe I(Fig.3N 700 b0 78014 880The 15M b6 1896156 540 no 68014 WA 760 em 748 The 88014 1892 b6 08214 885110 112014 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchom @ 046'Min.O.C./U CUP.k".12Y Alum.(Fig,4}: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715146 CAPACITY WHICH MAY BE USED TO QUALIFY JJJJrrrr 6 1 Anchor F176p(Fig.57 195 be t95 be 225 row 44514 e72 be 13514 14014 17714 370 b0 187 roe 332 Me 473 roe 110 On 12114 260 ba ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anoh«0 1.15•Mh.O.C1 FCI .Bk 240 be 950 9x WA WA WA WA 190 14 WA WA WA WA WA -9-1-lbs 44214 50014 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCTMIRRID • • r .- 0u an1,0111111 tWa h Ih0 Fle - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. UvOdIng004111 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000" r-- ffifWade O 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - �o FIGURE 3: Pro ucl Control 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' (L 1111 1111/1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7 .126• ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED Y�,••' �10ENSF'•.`F�'� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED - -; FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6011376 AND BE A MINIMUM OF.125' � No.56705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT /•X 2•X.126'MULLION LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL.#10&1412 ANCHORS INTO WOOD MAY BE STEEL,13-8 S.S.OR 410 S.S. '•TJ R ,S OT•. SATE OR CCS•'•:",<ORIDP,.•••\[�� IONAL E�G' A.LYOLLVR,P.E. FLP.EA 68705 % . ... . • . ... •ff • TABLE 2A • ®� ' Mullion Capacity Table lbs/R2 9 • • 00 S, 11IN, Opening Width(torwilt IN-BparvingInuiloro)orOpening Height r zaMAlt�- etferp nitons) • • • ••601n BOM 701n BO In Win • t001f • • 1Vh 140 160MRicl.reaty Trap/Olfg. Raatarpuler Trap'TAarg. Rsmwqular T1e"ni;re Reolerordar Trap/rdano Rwlergalar Traprildarg. Raote r T dare Aare. noNar TnprTMrg. SwugAer Trep/lAare a 1 z 2 x.376 Loading La-ftLoaAlno Loading Losdlre Loedirg Lading Loading Loadkg Losi Las01re Loamng Loedlre Loading Ladbg Los,re Loading Loa,re y� Alum Tube to Mullion C4 I I I all, I I I I I I I I I I I I I I I I I I a I I I I I I Is.I if- I fill I J I I I I I I I ,0 w 42 In 170.01 820 170.0 436 1151.3 BBQ 170.0 478 120.7 802 1700 608 113.6 982 189.5 618 100,0 082 180.4 617 Me. AW 188. 61 7.i 682 / 0 64. 168.9 517 68.7 662 169.9 617 UJ 481n 121.8 607 13&0 410 101.4 607 119.2 410 80.9 507 108.7 403 7&0 607 1028 390 87.6 607 09.8 307 60.8 507 99.0 396 50.7 507 90.0 306 43.4 W'-r. 07 00.0 398 3&0 60'7 09.0 398 J W 60.625 in 103.7 460 1148 379 8&4 458 0&0 371 74.1 458 90.5 364 84.6 456 84.6 350 57.8 456 81.9 357 61.8 468 900 368 43.2 468 80.0 388 37.0 458 60.0 358 924 466 80.0 358 � �� W w In 85.4 400 923 338 71.2 400 80.9 328 61.0 400 M.7 322 54.4 400 67.3 318 47.8 400 64.0 316 427 400 623 314 35.8 400 81.0 313 30.5 400 81.0 313 20.7 400 81.8 313 CID W $ Q BOM 623 324 96.0 278 61.0 324 57.5 270 44.5 324 61.2 254 3&9 374 48.0 200 34.8 324 43.9 267 31.1 324 420 256 20.0 321 40.5 208 22.2 324 40.6 283 19.6 324 40.5 253 40 J 031n 53.8 294 67.4 262 44.8 284 49.2 246 38.4 204 430 241 338 204 3&8 237 20.9 294 37.1 234 2&9 294 3&2 232 224 204 93.6 239 19.2 294 33.4 230 18.9 204 33A 230 ] Win 4aa 208 49.0 230 39.0 286 424 225 33.4 268 37.5 221 29.2 298 34.1 218 20.0 288 31.6 216 23A 268 29.6 212 19.6 288 1&0 210 1&7 268 27.7 200 14.8 288 27.7 209 Z g �' 72 In 36.0 225 37.8 106 30,0 225 32.2 191 25.7 225 20.4 188 226 226 28.8 785 20.0 225 236 182 1&0 225 221 180 15.0 226 10.3 177 12.9 226 19.0 178 11.9 226 19.8 176 7 781n 30.8 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 10.2 202 21.5 197 17.0 202 10.7 165 16.3 202 18.4 103 126 203 19.7 180 10.9 202 1&9 150 0.8 202 15.8 158 � � Z 78h 28.3 102 29.9 160 23.6 792 25.1 105 20.2 102 210 102 17.7 192 19.7 159 1&7 192 1&1 157 14.2 102 1&B 165 11.8 192 16.2 162 10.1 192 14.4 160 8.9 192 142 150 ate-• So In t&8 144 19.0 128 1&4 114 18.1 125 �1 O 901n 76.2 127 18.6 713 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N AnahorCa B Table lbs ANCHOR CAP., ,,, 2 X Y y Substrate: 2.78 Conorele 3.6k cora. Hallow CMU FdW CMU FTWood M4b1 (DP-)X(MULLIONANCHOR CAP.,,, N N uj 9/10 Elco 1/4.88 Ebo 5'10 Ebo 11{'88 Ebo 810 Steel 112 9teei 812 St" V X Q O O Anchor Clip Patterns Amhor tyro' 3118 Ela Ullnoa 1N'Elco Ulbeaa 3/18'Ela Uarmon 1N'Ela Ulirwa uMrma AgW.O.ar 180mon A9pra(iabr SoreW(06)8amv(06) BarewKlS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge d.bnoa 9n>: t" 2-11r 1• 2-Ur 3.1/r 1• 2•trr r 244 2• 3.18• r o.4e• 0.w• &324• CAPACITY REQUIRED"CORRESPONDING TO AN Z d r 1 t-1 Wife 1-tN' 1-I 1-11 r I1 On 1.3/4' 1.314• 1.3/4' J/4• 1.14• 4' N' N• -18 i5/8 tank. ACTUAL PRESSURE REQUIREMENT FOR THE Embedmanl � u '� � 2Amhon @ 4.75'Min.O.C.181 rd or OReeI Cllp(ft.fy 390 bs 30011 ft 0001a 164411 11 2702010 ga 3541M 401ba 314 I64 b.694611 I gm 211 8obs 6OPENING,WHEN IT IS LOWER THAN THE MULLION � r$R !- 4 Amtran @ 1.15•Min.O.C.18UMerd(a OB.N)CNp(F'g.2Y• 40011 700 b. WA WA NIA WA 300 ka WA N/A WA WA WA 662 ba 8W ba 1120 b. CAPACITY(FROM THE TABLE)OF THE SELECTED LLION.R WILL YIELD A MINIMUM ANCHOR 4 Anchors @ 3'Min.O.C.1(2)2X6 An91a Cape I(ft.3k 780 ks 780 0.s 600 las iWo bs IBB lbs 640 The 56011 WA 78011 740 lb. BBD b. 1092 b. 902 M 855 Ib. 112011 MU 2 A. @ 0.{Y Min.O.C./UCllp,into.125'Alum.(Fig.1k WA WA WA WA NIA WA NIA WA N/A WA WA WA WA WA 71511 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amha l F421p(Fig.6k i95 bs 19811 225 M 44511 812 ft 13511 14011 177 les 31011 18711 we Mm 47911 170 ms 221 Ib. 280 roa ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amhara 1.15'Min.O.C./F-Op(Fig.9 240 bs 35011 WA WA N/A WA 190 9M WA N/A WA WA WA 341 b. 44211 66011 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCE RBY188D FIGURE 1: FIGURE 2: TABLE NOTES: ea CO wMh1mFlod& Dulldlas O9dc _ jam' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000" r'- p 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. "i-d o Pro uet onir�ol FIGURE 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 111 I 1 I I 11-0N HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 2.000' -23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L SF'••�F.P ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •376" '' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED *:• No.58705 FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-76 AND BE A MINIMUM OF.126' _ 1'X 2•X.375'MULLION THICK11011 STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'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 ��( FS LU THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. rATEloll <(/� SS/4NAL E�1 A.LYNN MI.'IEtR,P.E. FL P.E.#58705 .. .. • . . .. .• . • . . . . . . . • . ••• • • • ••• • • • • e•• TABLE 3Ap Mullion Capacity Table ma/Re • • • a• • • • A € Opening Width(forl•rHca07-sparWr g mt9lon9)or Opening Height 1pr lijilmoriftvalhiv ora) • 0 •• 601n in 701n $0 In 90In 1 • 41000 • 1 • 140 in • 914 too In 1 x 2.76 x ReeUeout. Trep/Idmv. Reetera", Trep ping. Rectengul r %p/TBen9. Red..W r Top'Mere. RNknadar Tnp/7dnp, sr no. ere, TfWTd6n9 ReelenvAer wman9. T�y Loa&p WWnp Loedn9 Loafing LNdng W6re LNdng Loearrp 1.oe6re toNnp LNQn9 Loe•re IAedlq WeArp LNdng Loading LNare Loe3ng �Y O .376 Alum,be Mullion 42 in 170.0 620 170.0 435 170.0 7Se 170,0 470 170,0 6ae 170.0 509 170.0 Se2 170.0 519 170.0 ilia 170.0 621 170.0 1 170. 6� 14M 1309 17.10 OU 12W 1301 170.0 521 111.6 1301 170.0 621 Lu N In 170.0 706 170.0 624 170.0 NO 170.0 601 170.0 992 170.0 030 170.0 1133 170.0 081 161.$ 1139 170.0 677 136.0 f1301170-01 6Se 113.0 1130 170.0 000 97.0 1139 170.0 OSe 86.4 1130 17010 660 50.026 In 170,0 747 170.0 563 110,0 690 170.0 031 167.8 1032 170.0 664 146A 1032 170.0 723 130.6 1032 170.0 747 117.4 1032 170.0 70.6 97.9 1032 170.0 709 6310 1032 110.0 766 73.4 1032 170.0 760 7 54 In 170.0 707 170.0 612 101.3 907 170,0 001 136.2 007 164.7 730 120.0 007 162.6 720 107.6 031 146.0 714 Sae 007 141.1 710 916 907 140.0 709 69.1 907 140.0 709 60.6 007 110.0 709 m OC> O 601n 1411 736 1616 826 117.6 735 130.3 611 100.0 735 110.0 699 ea.2 736 100.2 090 7610 736 09.6 60.3 70,6 736 06,1 678 60.$ 736 91.8 5N 50.4 735 91.6 574 44.1 735 01A 574 t0 J 83 N 121.9 688 130.0 an 101.6 056 111.6 557 07.0 ON 98.9 547 70.2 666 90.1 630 01.7 868 Se.9 031 $OA 886 70.6 626 6010 068 70.6 621 NA 056 76.0 821 36.1 006 76.6 621 p 081n 106.0 007 112.1 N3 $e.3 607 90.1 611 76.7 007 06.0 601 60.2 807 77.1 493 6610 807 71.6 4e6 53.0 007 6710 161 41.2 007 0.1,1 410. 37.8 00'7 02.7 474 a3.i 607 62.7 471 Z a .. Jit 72N BtA 610 06.0 NS 66.0 610 73.0 434 118.3 10 64.3 126 61.0 610 147.9 419 16.4 610 83.3 413 40.e 610 60.0 106 0.4.0 610 N.0 402 29.2 610 44.1 3p 26.6 610 M.3 300 �J 18 N 69.4 46$ 72.6 400 6710 160 61.7 392 4910 166 64.1 366 N.4 4Se 10.0 370 3$10 160 11.6 0.13 31.1 460 41.6 3Se 26.9 400 37.7 382 24.0 160 0.0.0 369 21.7 4Se 0.6.7 868 JJ=QQ J Z TOM 81.2 435 07.0 361 53.5 435 50.6 373 4610 435 49.0 356 40.1 430 44.7 380 35.7 435 40.9 355 32.1 4M 30.1 351 20.8 435 31,4 344 22,9 436 32.6 341 20.1 436 32.2 340 2 T 90N ItA 927 N.1 290 M.$ 327 38.4 2Se 2910 327 ale 200 tat 327 2110 274 23.2 327 25.7 271 20.0 327 23.7 286 17.4 327 21,0 262 1410 327 193 260 Q O n San 34.1 207 35.4 lei 20.1 287 20.9 0.52 NA 201 28.0 216 210. 2$7 23.1 211 19.1 287 20.9 240 17.2 207 19.0. 237 14.1 267 16.9 232 X0 � foam 24.2 227 14.7 206 20.2 227 20.6 201 11.3 227 10.0 199 15.1 227 10.0 106 U) to X 1111n 71,3 215 71.7 1Se Ie.B 210 19.1 191 tag 216 16,6 iSe n 120 b n.6 164 1710 167 V X TABLE 3B ANCHOR CAPACITY ADJU8TMENT FORMULA: a AnohorCa aoi Table fibs) ANCHOR CAP., Imle: .7 Cakrete 3.Sk Cono, Hallow CMU FltlN CAW PT Wood Melel (DP-)X( >a ANCHOR CAP.,, Z�� 6118'Ebo V1'08 Eko 5118'Eko U4'68 Eb0 910 SINI 612 BtNI 912 SINI MULLION CAP.,,.,,,,,, -� Anchor Clip Patterns A wl a TY 3110 Etc UW.00n tx'Eko Ul 00.00 3110 EM Ull Boon 174'Ebo UlhaoMUhm WSW E /4*88 sor tir E10 ApOS Oalo 810 Steel 02 Steel 012 (06) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge ODUNe Mk 1• 2.111• 1' 2.17r 3-116' f 2.1R r 2-fa 7 3are' r o.N' OA4' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment 14x' 1.30.• 1.3x• 1.34• r f-w• 1.111• i-174• 1-u4• 0.1x• 1-V4• 2' 14IS 1416• wnN ACTUAL PRESSURE REQUIREMENT FOR THE 2Araeon @ 1.78'Mh.O.C./81001000.or Opel Clip(Fig.q390 be 390 Me 450 be 690 the 1044 0)0 2701M 280 We 354 IM 740 We 4 Me 684 Ice 046IM i lM 442 an 6601M OPENING,WHEN IT IS LOWER THAN THE MULLION 4 ANhae @ 1.14'Min.O.C,I Bknclud(or 01h.O Cep(Fig.2k 400 be 7001be WA WA WA WA 3801M WA WA WA WA WA 8921M U5 The 11201M CAPACITY(FROM THE TABLE)OF THE SELECTED 4 A11o11ae @ We"-' OA.I(2)216 Angle Clips/(Fig.3k 780%s 7801M NOM 1560 The I008 roe 540 be 660 roe WA 700 as 148110 Settle. 1892 In 0821M 865 lbs I9201M MULLION,IT WILL YIELD A MINIMUM ANCHOR 2 AnOMre @ 0.15'Mh O.C.I U4xlp,060.126'Akm,(Fl0,4k WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 7151M CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amar I F[Slp(Fig.6k 1951M 195 lb. 225 roe 4461M 6221M 135 be 140 be In be 3701M 1eT be S321M 4731M 110 be 221 IM 26tt ke ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhoo 1.16'Mh.O.CJF471P(F19.6k 2401M 350 be WA WA WA WA 190tH WA WA WA WA WA 341 be 4/21M 660 Ox ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �CIRCLEO VALUES ARE USED IN THE EXAMPLE ON SHEET 24. RODUCT RBVI9BD ce compIft 1. �the Plorldt ft��r� No FK9URE 1: FIGURE 2: TABLE NOTES: m G• • -- 1.000'1) EE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. d SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 I 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0"',j LYNN�,f��'// FIGURE 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.760' •,•'•410ENgF F,p HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. )it FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' No.50705 ' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - - .376' FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED y) '. tS �'I IS ,; l{,/ YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125 � :Q�•. ATE OF 4; THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT1* ,FGORIOP.•'• \� "X 2.75'X.375'MULLION LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i LS`S \\\� 0 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. II r�QNAl- 0 A.LYNNrMILLEr};P.E. FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 4A Mullion Capacity Tablo bo • • •• • • •• • Oponlnp Width(for LerOca"wriirg mLftm)or Ope&n9jiol8 6M 1111 ) •• yy�yr1r � LL 501n BD in 70 in Doh 00 in • • 10 • lost"-• 12010 • 10 140 In 1001n SFt O 1%2.78% RectangularDgdtdwV Reolen0lhr Trwman0. Reclmpdv Tmp/TdaV. Recta.O.r TrWrilang. Recl•leder -R •yl. Relarlpl/er 080. Pd0 Loed8120. Rederpl4er TmF/Rkno. Reolw*w Trep/Tdmg. a Loedrp Loading Luang Loafing Luang LLuftLoading Luang LudIm Lowing Lading Luang Loadeg no Loedno Load. LoadnO LoedngO T. LO BMul°n g � � �$ g � � fig` I 1114 g 6` a$1 1 S g 4711 � 1-0 m � O 421. 170.01 620 170.0 435 170.0 744 170.0 4711 1170.0 Dee 170.0 hoe 170.0 $02 170.0 510 170.0 111$ 170.0 170. 1 1700 621 1750 �!d 170d 521 166.7 1020 170.0 521 176.8 1820 170.0 621 _ J081n 170.0 708 170.0 521 170.0 050 170.0 584 170.0 902 170.0 030 170.0 1133 170.0 501 170.0 1276 170.0 677 170.0 1417 170.0 660 141.7 1417 170.0 080 121.5 1417 170.0 Deo 100.3 1417 1700 060 n 170.0 741 170.0 503 170.0 age 170.0 831 170.0 1040 170.0 064 170.0 1106 170.0 723 102.0 1286 170.0 747 14" 1288 170.0 766 121.9 1286 170.0 760 10/.5 1286 170.0 Lee 91A 12M 170.0 760 W Q 170A 707 110.0 612 110.0 ON 170.0 601 170.0 111$ 170.0 754 150.7 1130 170.0 003 13.00 1130 170.0 037 120A 1130 170.0 $50 100.6 1130 170.0 861 06.1 1130 1711.0 $61 76.3 1130 170.0 051 m 170.0 SW 170.0 701 116.6 016 102.3 701 126.6 015 144.5 748 100,0 015 132.3 735 07.0 016 123.0 TQ$ 67.0 $15 118.6 720 73.2 DIS 114A 716 02.8 016 114.1 716 64.9 SO 114.4 715 J 161.8 $30 161.9 710 120.8 830 136.0 811/ 108.5 $30 123.2 681 04.0 030 112.2 670 64.4 830 104.5 002 76.9 030 00.4 056 03.3 830 04.5 649 54.2 030 94.1 640 47A 630 04.1 640 L��J 152.1 767 AILS 650 110.0 767 110.8 $30 $1. 767 to$.0 824 82.5 767 08.1 01/ 73.4 767 80.1 ON 06.0 767 04.2 800 65.0 761 78.0 693 47.2 761 78.2 691 41.3 767 76.2 501 101.7 1130 108.8 662 $4.0 0911 01.0 610 72.7 090 80.1 630 03.0 rob 72.2 521 56.5 838 08.4 61/ 60.8 630 $2.3 508 42.{ 830 57.2 500 30.3 OU 65.3 401 Jt.e 638 66.2 401 Z 88.6 671 90.1 108 M.1 671 70.0 468 71 $7.4 470 6/.f 671 110.8 171 10.0 671 65.6 464 43.2 671 81.6 /00 38.0 671 /7.0 461 30.0 671 /4.8 117 27.0 671 M.6 410 Q 110.0 612 63A 474 06.7 642 70.0 405 67.1 542 62.1 4511 80.0 642 66.7 140 44A 612 61.0 142 10.0 642 47.6 137 33.1 642 42.0 470 211.0 612 10.8 /25 28.0 $12 40.1 123 ,Z Q 901. 62.1 407 61.7 181 N.4 407 16A 365 37.2 407 3$.0 340 32.6 407 36.3 813 211.$ 407 32.1 838 20.0 107 20.8 714 21.7 107 20.1 321 Ib.e 107 24,1 322 10.3 107 23.0 81$ /2.$ 350 N.1 320 35.8 356 37.2 314 30.7 358 32A 3011 26.8 350 26.0 304 21.8 366 28.1 300 21.6 3611 24.0 2110 17.9 300 2fA 280 t5d 366 10.2 284 30.1 283 30.6 256 25.1 263 25.9 251 21.5 283 22.6 247 18.6 287 19.9 244 10.7 263 1$.0 240 15.1 253 16.5 237 l N152 27.8 207 28.3 242 23.1 207 23A 2111 10.6 207 20.6 235 17.3 207 10.3 231 10.4 207 10.5 228 N 22.0 rN 22A 200 16.3 22$ 10.8 208 10.7 220 te.2 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: G p Anchor Cb a Itv TableIbe ANCHORCAP.,,o,,,,,, Q' SubMmte: Me 3.66 Omw, Hcpaw U F48ed C61u PT mal 6WW (OP,)X C > ANCHOR CAP.,,, 6✓18'Eko 11C SS Eko 51W Eloo 1N'8S Eko 010 81al 012 8141 012 Sled MULLION Anchor Clip Patterns, n'p0' JI1C Eko Ultr4an 1/4'E1.0 URramm U10�a 3110'Eko Vltnoa 1/4'Eko WYsoa AgWoostm Lo' A9groOetm eomw(05)Saw(0) Sow m) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 011toNeOn): 1. tam r 2412• 3.118' 1' 2412' 1• 2-Vr r 3.110 r 0.48' 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmbeM1e01 n 1.314• 1314• i-3W 1-314' r "A' IAN' 11/4' 894' MA" 1-114• r 13W 14V "du ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohm 0 4J Min.O.C./Stend•d or Oftel alp(Fig.17 390 Ws 3001M 4501bs 89016s 1044164 270 So 280to. imam; 743 W1- -F-4-r 881 9181 -W7Ibe 412160 5001W OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anahm Q 1.15'Min.O.C./euman4(or0asN74Xp(Fig.21 400 W1- 700 IN WA WA WA WA 380160 WA WA WA WA WA 6621110 i 1%01b4 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 49 r No.0.r_1(2)2x6 A1gN CRPs/�q,3J; leo 1110 780160 080104 1560 The 16911 Ibe 540160 880106 WA 700 a. 7N 1be 8801bs 1892160 0621M 1120 W4 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anehuo OAA Min.O.C./UL6p,int .125•AWm.(Rg.4j WA WA WA WA WA WA WA WA WA WA WA WA WA 715 W. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F.Cfip fFq.57 1115 We 195160 228 IW 44518 022160 136 n1- uo Ibe 127 ks s7o We fellbe a1z 1M 473168 170 W1- 221 Ibe 280 We ADDITIONAL ANCHOR OPTIONS FROM THE 2Anohom 1.15'Mh.0.0JF-W .11 240166 3501b0 WA WA WA WA 190 We WA WA WA WA WA 341 IM 442 IN 580 We ANCHOR CAPACITY TABLE. RODUC7RI3Y1SBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHORPATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. to Florida No per'.0 FIGURE 1: FIGURE 2: TABLE NOTES: On ato 1.000' r 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 4do ProtlUcl Cont�iol 1 \\\11111111//7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760• • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ' ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED aL CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ••'.• 12�Z-100 S'.FIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' !(/ . THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '��` F p,,.•' �'�` CORID, LEAST.126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76'X.650'MULLION ® THE MATERIAL.910 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. i7 nJ({L � it111 A.LYNN, FILLERII111,P.E. FL P.E.#68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 5A ®� Mullion Canoltv Table fibeNt • • •• • • •• � Opening Wldth(for reA)callp•9parri mullions)orOpa np pelallft hoRwriatOPWIrd ffitsen) • •• �~C BO in 001n 701n III in DOM • • • • too in • 1208• • • NO in 1601n Redanpular Tlep?ilmg. Rsdarager TWManD. Redwodat TraplB N. Ratargilar Trep/i5enp. Redetg+dr algl4ar lenpWer anp. RecletlpAu TtepTdenp. RectanpW T(Wrdaryl. e: w 1"x 3.126"x L0adn9 Loadop Laadrl9 Loadnp Ladro Loadlg Ladog Lade9 Loadn9 Ladna 1,011*4 Loedeg gLoadnp Lowing loading Losing Loadno Loadn9 �Y O .400,Alum Q m Tube mull od W 42 M 170.01 am 170.01 430 170.01 744 170.0 478 170.01 806 170.01 606 170.0 992 170.0 619 1170.0 1118 170.0 621 170 124 170.* 52101 1790 %66 t1ros 9621 170.0 1736 170.0 621 154A 1602 170.0 521 W 40 h 170.0 701 1700 521 170.0 NO 176.9 5N 170.0 992 170.0 63D 170.0 1133 170.0 601 170.0 1275 170.0 877 170.0 141 +70.0 660 167.7 1577 170.0 650 135.1 1577 170.0 660 1+6.2 1577 170.0 660 Q 60.e26 in 170.0 747 170.0 fi89 170.0 818 170.0 871 170.0 1018 170.0 084 110.0 1185 170.0 771 170.0 1345 170,0 747 170.0 1194 170.0 786 141.7 1496 170.0 760 121.6 1495 170.0 766 106.8 1495 170.0 768 W O Q 54 M 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1110 1700 764 170.0 1276 170.0 603 1601 1401 170.0 0$7 140.5 1401 170.0 B58 124.0 1401 1700 eat 100.8 1401 170.0 681 03A 1401 170.0 881 m 0� 80h 170.0 005 170.0 701 170.0 1063 170.0 707 168.5 1168 170.0 878 138.7 1168 167.0 928 123.8 1180 160.5 917 111.0 1166 149.7 910 92.5 title 144.5 003 79.3 1150 144.5 003 00.4 1166 144.5 903 c0 J 031n 170.0 ON 170.0 745 150.0 1049 170.0 850 737,0 1049 165.6 860 119.8 1049 141.7 840 100.5 1049 132.0 086 96.0 1040 126.6 an 700 1049 110.3 020 05.5 1049 110.9 819 60.9 1049 116.9 819 eel. 168.8 965 170.0 709 139.0 966 161.3 8N 1101 966 183.7 708 104.2 US 121,4 776 02.6 966 112A 766 83.4 955 INA 757 80.5 955 90.8 N9 50.0 056 00.7 748 62.1 966 06.7 748 ? W 72177 128.8 803 184.9 447 107.0 603 114.0 082 91.6 6N 101.1 OTO e0.3 807 91.2 661 71A 103 63.9 019 44.2 800 78.6 642 83.6 8N 72.2 032 45.9 SO 89.8 828 40.1 800 09.7 ON ] fi Z 78 M 109.2 Mt 114.1 820 01.0 721 97.0 616 700 721 68.1 608 60.3 721 70.6 596 80.7 721 70.1 580 54.0 721 66.4 579 45.5 721 69.4 560 39.0 721 50.6 6" 34.1 721 00.1 583 j CC 701n 101.0 684 103.4 590 N.2 604 004 507 72.2 BN 76.4 570 63.1 064 70.4 607 68.1 ON N.4 666 00.6 -Sall69.0 551 42.1 664 64.1 541 36.1 ON 61.3 638 31.0 6N 50A 634 2 901n 66.0 614 07.9 488 N.0 514 67.3 "a 47.0 514 60.0 440 41.1 514 44.6 433 98.6 514 40.5 427 32.9 514 37.3 421 27A 614 33.0 412 23.6 614 30.4 400 20.0 614 20.0 403 L 0 c6M N.2 452 55.7 404 46.2 452 47.0 305 36.7 452 A.12 33.0 452 30A 8N 30.+ 452 32.0 378 27.1 482 30.7 313 22A /b2 26A 366 19.4 482 24.2 369 16.0 462 72.1 356 N 1N In 38.1 367 M.0 322 31.7 357 32.7 317 27.2 357 23.6 367 26.2 3N 21.1 357 22.7 303 19.0 967 20.0 299 16.9 967 18.0 293 18.6 367 16.2 287 It,D 367 16.0 28] N N Y 17 111 M 36.1 396 95.8 306 20.2 338 30.1 801 200 390 1.0 338 23.1 292 10.6 33e 20.8 286 17.6 SSB 10.0 264 14A 3]0 te.5 210 12.6 378 14.8 2T3 11.0 398 13A 289 03 12044 27.7 269 26.2 283 Zit 269 23.7 269 10.8 286 17.3 289 18.1 262 104 200 16.3 240 18.0 269 14.9 1A8 11.0 260 +2.e 210 0.9 269 11.4 230 0.T 206 10.1 232 Q X O O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor acl Tabs Ib9 ANCHOR CAP.,,",,,,,, a utehals' 2.730=771 SIcCtrk. HOMcmu FMOCMU PT OW Meta (DP,,,)X( )•ANCHOR CAP„ GIC Elto 1/4.8S Ek ma'Elco VI'SS Elco *to Steel 812 Steel #12 Steel MULLKH4 CAR„=,,,", AnchorCllpPOlbm9 Mchortype. G10EItolalrson 1l/'EkoU6recon 3'10EI[OUanaon VI'EkoUlUeca uaaca AppreOelDr uuacm A9pre0eta 8cn1w(06)strew(G6) straw roa) USE THIS FORMULA TO OBTAIN THE*ANCHOR E4pe DIMarce n) 1• 2-12' t• 2.12' 3-Iff t' 2.12' r 2.12 2' 3-tre• 2' 0.48" 0.51' 0.320 CAPACITY REQUIRED"CORRESPONDING TO AN EmOeanenl n 1444• 1<44' ta/4' 13'4' 2' 1.114• 1.174• 1.114• tau' 1-14' 1414* r tare' I-yr vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anthm 0 47C Min O.C./Sterd•d M Oroet CBp LFl9.t) 390 lbs 39D x3 150 roi 890 Sia 1641 ro3 270 M 280 to SU ro3 740196 I ro3 661 Ibe 6 Re t M 442 Wee 560977 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhaa®1.WMh O.C.ISlendW(w CRW) (192) 49D IDS Wile I WA NIA IIIA 380 IDs- NIA NIA NIA +UA +UA Ba2ros e&f roe tl20ros CAPACITY (FROM THE TABLE)OF THE SELECTED 4Anchm®a'Mh.O.C.I p 216 Aryk 1649.3) I"' 790 ft 690IDs 1650 9x 1B981a 5101Ds 5®113 N/A 760113 748Its aroma 1680 M $82 IDS SW los --T-20" MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arcln+s41=.46.4477.o.c./u12p,hto.l2C sure. 1) IUA IUA ruA wA ruA NA wA WA IUA NBA IUA 1UA IUA 2VA 107344 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Areror/F (Rp.5) 195 MS +96.6 2251Ds 448 Its 622 44 13a" 1401Ds 177 M 370It s 1871101 9921103 47396 170 IN 221 ka 260 rot ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclnn 1.16'+AIOO.CJF 240lbs 350 IM1 NIA WAI IIIA I NA 190 Ile I NIA IUA NIA IUA IUA 34116 Id2 rob ee01D6 ANCHOR CAPACITY TABLE. ODUCTRBY33BD NOTE:FOR THE OFFSET CLIP,USE THE SAME A14CHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. add o wkb die Florida N1.000'-t �m,a� rsch;:�,,d�� FIGURE 1: FIGURE 2: TABLE NOTES: 'DUs r 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. P SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 9 'NdILk IlI of 111If11 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. 3125. ���\ U0 LYNIV 4,, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \\P ,•''4\CENSE'••�F.p • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. -A- No.55705 ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _- ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .�0• -,9 Q CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •, s FIGURE 4: FIGURE 5: FIGURE S: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125" STATE I "W 1•X 3.126'X.5•MU ON O F ,�® THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (1'VF MULLION) '� •,F(ORIOa. ��I I I I I I I I I .I LEAST THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 BCREW THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,16-8S.S.OR 410 S.S. �1/Si,9/0NA(- A.LYIf15/tS 1ftlkWP.E. FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... TABLE 8A � aa` Mullion Capacity Table(Ibs7fte • •• • • •• • 8 OpeninpWidth(for t/eriloally-spaminpmUllons)orOp In 610 r arcl UTAn9) • •• 501n 00 in 701n 801n 00 in • • 0 • 100 in• • 120M • t101n 180In 31 Reelargd. Towmero. RWWWAer TrWrdan0. Re6leroder Trep/TA.V Itectenodar TnpWanO. Rwi agd. h at.odar ero. lwol Resnroder Tn ro. ReotangAw 7rW/rdan9. 4 1x4x.128 Loadlro L9adro Larb19 -Loe1ro Loadro L0*dro Loadaq Loadnp Loadrq Losdro LoednO Imdny Wedro baro tusdnp Loadnp Loedro LOWro �Y J Alum Tub to Mullion 11 11111' 1 I � 11 1 Z� m O fN- 421n 170.0 820 170.0 136 170,0 744 170.0 478 170.0800 170.0 606 170.0 002 170.0 619 170.0 1118 170.0 �} 170.1 1163 470 62• 16D.0 1 171, 621 1+0.9 tIM 170.0 821 127.0 1199 110,0 821 .� 481n 170.0 706 170.0 825 170.0 860 170.0 UK 170.0 002 170.0 830 170.0 1133 170.0 eel 170.0 1278 170.0 877 1604 1303 170.0 ON 130.3 1303 170.0 680 111.7 1303 170.0 880 07.7 130 170.0 080 Z W&25 In 170.0 747 170.0 583 170.0 808 170.0 631 t70A 1010 170.0 884 170.0 1190 170.0 723 160.1 1235 170.0 747 140,6 1236 170.0 758 117.1 1235 170.0768 100.1 1230 170.0 758 47.6 1238 170.0 708 W O 641n 170.0 707 170.0 612 170.0 068 170.0 691 170.0 1110 170.0 764 154.4 1168 170,0 803 137.2 1158 170.0 037 123.6 110 170.0 ON 10.9 1159 170.0 801 88.2 1105 170.0 801 77.2 1158 170.0 eel m 001. 170.0 1145 170.0 701 108.7 1042 170.0 707 142.0 1042 161.1 832 125.1 1042 148.7 016 111.2 1042 136.8 801 10.0 1042 130,2 701 83.1 1042 125.1 762 TIA 1042 126.1 782 02.5 1042 125,1 702 J 63k 170.0 030 170.0 745 151.2 002 163.6 618 126A 992 144.4 709 113.1 892 131.0 782 100.6 092 MA 760 00.7 No 114.8 755 75.0 002 10.4 745 84.8 092 101.0 744 66.7 982 10.0 744 j 7 06 In 165A 047 170.0 769 157.8 M7 148.0 756 110.1 947 130.3 768 103A 047 117.1' 752 91.9 917 105.7 736 82.7 917 102.2 727 80.8 947 98.1 713 59.1 917 04.0 711 61.7 947 04.0 711 Z g l9 2 721n 136.0 849 742,7 737 113.2 619 121.0 722 W.0 849 108.9 709 64.9 819 98A 008 76.6 819 56.7 656 67.0 8163 82.7 876 60.0 819 16.3 689 18.6 819 72,6 662 12.8 849 72.1 851 = 4. 761n 116.6 762 120.7 B68 98.1 702 102.0 862 82.6 702 90.0 910 72.2 782 80.9 029 84.2 782 74.2 020 67.0 702 89.2 813 48.1 782 92.0 002 25.3 762 89.9 697 30.1 782 69.1 606 (A Z 7825 100.8 725 111.0 834 80.0 725 94.0 621 763 725 82.9 809 00.8 725 71A 699 69.4 725 80.1 601 63A 725 83.4 589 4{A 725 61.3 671 38.2 725 84.3 667 33.1 725 63.6 068 J r 00 In 89A 643 71.0 463 60.0 625 80.7 474 49.1 643 62.0 480 13.8 643 47.1 158 30.8 611 12.8 462 34.8 613 30.6 148 20.0 60 34.0 478 25.6 625 32.1 130 21.7 613 30.7 118 C 981n 67.3 475 68.0 427 47.0 478 40.7 410 40.9 478 43.2 412 35.0 478 30.6 408 31.8 470 34.6 400 28,7 470 32.0 396 2.063 476 28.1 356 20.5 478 25.6 300 17.9 4711 24.2 370 N O r 108 In 40.3 377 41.1 341 33.6 377 34.6 Sas 24.11 377 30.0 330 25.2 377 28.6 325 22.4 777 25.0 321 20.1 377 22.0 317 16.e 377 10.0 310 MA 377 17.1 304 III In 37.1 367 37.8 323 300 967 31.8 318 26.6 367 27.0 313 23.2 357 24.4 300 20.6 361 22.0 308 10.8 767 20.1 301 16A 35T 17A 204 � X � Y f20 in 20.3 305 20.8 219 34.6 306 28.1 274 21.0 308 21.7 270 tea 306 19.2 207 18.3 306 17.3- 263 U X Q 0 1441n 17.0 212 173 106 Q TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z �.'tea. AnehorCa Table fibs) ANCHORCAP. ,,,u -� -6 8ubinn: 2.7k 06nude ES-44 Hd*W FWW CMU Maki (DP,)X( )=ANCHOR CAP.,,, it 125.09 Ek 511Y Eloo 125'88 Elco N1081wi 251281861 251281625 MULLION Anchor Clip Patterns Andkr type 31Y Elco U8600n i/1 Ebo UI*a6n S 1Y Eko Ulbe6on tl+Elea Unreoon AgoreWt. Un soon A110.Oeter eowlAfl)Sonw(a5) 8. (651 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dist"a pnl: r 2.1/2• 1• 2.12• r 2-lir 1' 2.1R• r 3-1/8' r 0.40• 0.54' 0.324• CAPACITY REQUIRED'.CORRESPONDING TO AN Embe•n•r1(k): 1.325• t4f4• 1314• 1JN' 1414• 1.125• t-14' 1.125' 1.1V 1-IN• r Mir 1.w• wd" ACTUAL PRESSURE REQUIREMENT FOR THE 2Anelwn®4.7Y Min.O.C./Stend.d W 00661 C5p(Fig.162): 390W 300 ke 450lbs 80k6 27016* 2801. 381 ea 110 k6 374 The lbs W0lbs 3411 21be Q80.6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohon 0 2.2Y Mn.O.C./3wWW(w das0 CIIP ftw 3k 70 0a 70 ea 560 ft 14101be NIA 6601M WA 830 ka WA No Ba WA eel ibe ass it* i t2016e CAPACITY(FROM THE TABLE)OF THE SELECTED 0Anchm•1.I V Mh O.C.I816ndrd(or OanO Clip(FID•4k 960 ke 140 roe WA WA NA '100 ke WA WA WA NA WA 13831M 1770 ke 2340166 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 An61a16 0 3•Min O.C.I(2)2*S An9N Wq I(Fla.6): 780 Ne 750b NO ke 16601W 5401W 11001 W WA 7601W 740 We $001M 1802 PA 062 ke 88510 1120106 CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anohon®3'Min.O.C./(22a6Arok dips/(Fq.Bk 1170IM 11701G toga 106 23+0106 M4 be B10 iba 8401M NTA 11401he 11221be 13205* 2935lbe lore roe 1327 k3- 1680 k6 AD DITIONAL ANCHOR OPTIONS FROM THE 4 An6lkre 0 0.45'Min.O.C.I 1.1-alp,Ink.12Y Mum.1w 11: WA WA WA WA WA NA WA N/A WA WA NA WA N NIA 2530 ka ANCHOR CAPACITY TABLE. I'RODUCI'REVISED 2AnoM.02.25'MIn.O.0/FC1p IFp.9): 3801W 3506* 2001b6 700 476 ke WA 2501be WA 316 k6 WA 4401W WA 341106 442lba 601Dt va• whh��� 4An6haa 1.IW Mk.O.0/FClip .9R 45010* 70 k3- WA WA WA WA 300 da WA WA WA WA WA 052ke OBS the 1125108 BuBdloQ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1'000" �-- AOto V.r TABLE NOTES: Nami o Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 1111 I I I I I I I/ • • • • • • • • • • • • N SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� Mk i/ �. �p ••....... • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \P�'� �tGENSF '•.F.9 �� • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'�• = No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW _ FIGURES: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. �1 • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED % '. b.017E F" r.LL// • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' :' '� .,.FLORIDP. \?. SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.128'THICK.STEEL �S •.•••' \'X STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK i/ /Q1 - ANGLE CLIP(FIGURES 6&8)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8 1'X 4•X.125' A.LYNN IYIILLIER P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . .•. . . . . ... TABLE 710 A Mullion Capacity Table Ib• • •• 0'0 06i Opening Width(for v6ltioal"pemlrlpmullions)orOp In eIpIR(jprr&zo -speLdbn6) • •• Q! 60 601n 60 N 701n 80 in %N • • • 10b In• • 1201 • 140 in 16010 O 1x4x,375 P-W(puler Tres/T11arp. Raotenadar Tmad-w. Reolanpda Tradmmg. RecleVA. an0. Raolangular Tw .eng. gtural r le mR Mctengdv Tnp/Men9. WManpder Mp/Msn9. p g Losdn0 '0603 Losdaa3O ys6LN&V 'ap3 Load" 'pati Ladn9 Wining Loaena 'aaS Loadal; ya3 Loafing Loa.na '0066 Ladng Loaarp p. LoaanIlnq Lad'npb3a 'np$L"'I'l;l; 'np€Load% Lmdl'n6n30 'D0€La�O Y U Mulllon6 � 6 d� 0 6�' O � 0 � � 6 0� 6 i 6 • Q! • s O"� # z � 1N- 421n 170.0 %0 170.0 436 170.0 744 170.0 478 170.0 Sea 170.0 600 170.0 002 170.0 510 170.0 1110 170.0 881, 170.6 12,00 1760 618 110.0 1686 170. 621 170.0 1735 170.0 621 170.0 1003 t70.0 621 O W W 46 In 170.0 705 170,0 624 170,0 660 170.0 664 170.0 901 170.0 030 170.0 1133 170.0 est 170.0 1176 170.0 817 170.0 1417 170.0 624 170.0 17M 170.0 680 170.0 less 170.0 600 161.8 2024 170.0 6010%N 170.0 747 170.0 683 170.0 6% 170.0 831 170A 1048 170.0 ON 170.0 1106 170.0 723 170.0 1 45 170.0 747 17010 1404 170.0 706 170.0 1703 170.0 766 150A Isle 170.0 les 136.0 1010 170.0 les 2 -1 0 F- 54 In 170.0 707 170.0 012 170.0 Sea 170.0 601 170.0 1116 170.0 764 170.0 1276 170.0 603 170.0 1434 170.0 037 170.0 1594 170.0 aes 160.0 17% 170.0 est 137.1 17% 170.0 %1 110.0 17% 170.0 %t m 00,1 O BON 170.0 We 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 676 170.0 1417 170.0 914 170.0 8694 170.0 980 165.5 1610 170.0 1033 129.0 tet• 170.0 10W 111.0 1619 170.0 1%7 07.2 1610 170.0 1003 0 J 0324 170.0 930 170.0 745 170.0 1110 170.0 050 170.0 1302 170.0 940 170.0 1488 170.0 1016 150.7 1542 170.0 1070 141.0 1642 170.0 1122 117.5 1642 100.5 1160 100.7 16{2 167.0 1167 68.1 1642 187.9 1167 061n 170.0 074 170.0 788 17010 1169 170.0 003 170.0 1364 170.0 1002 160.0 1472 170.0 fees 142.6 1472 168.6 1148 12SA 1472 IWO 1130 107.1 1472 147.8 1108 01.6 1472 146.0 1101 80.3 1472 146.0 1104 ? 72 In 170.0 1083 170.0 670 170.0 1216 170.0 1009 160.6 1J20 108.2 1101 132.0 1320 149.0 1062 117.9 1320 624.8 1008 100.8 1320 120.0 1049 66.0 1310 IiLO 1024 7610 1310 1126 1013 60.0 1320 ti2A 1012 3 Wa M N 170.0 1122 170.0 %7 149.6 1164 159.4 1013 120.2 1164 139.9 1M4 112.2 1104 125.7 016 se.7 1184 110.3 %4 66.8 1184 107,8 062 74.6 1164 97A %6 64.1 1184 03.1 027 60.1 1164 92.3 926 (n Z 70 In 180.1 1124 170.0 esT 136.0 111.0 10..0 866 110.6 1124 120.6 917 1%A 1124 116.8 %1 9210 1124 100.8 918 63.0 112{ 06.6 906 69.2 1114 69.0 0% 69.7 1121 01.3 601 61.9 1124 68.2 97a r 55 00 In 106.1 644 111.6 760 %.t 0664 64.3 738 77.2 BM 02.1 721 87.6 644 73.3 712 60.1 644 88.6 701 84.0 824 81,4 0% 46.0 724 64.2 816 3810 041 60.0 Bes 33.6 614 17.7 662 Q 0 O�0 0 %N 24.1 742 01.6 %3 74.2 742 77.1 862 63.8 742 81.2 041 65.7 712 59.8 091 40.5 742 54.1 822 44.5 742 49.8 814 37.1 742 43.6 600 31.8 742 30.a 6% 27.0 742 37.5 504 I"' 0" 0 •.., 10824 1 860 03.0 630 62.1 680 69.0 521 44.7 608 40.6 513 30.1 600 4110 608 72.6 080 J7d 408 M. hes 74.2 482 78.1 686 2010 est 22.3 865 26.6 472 10.6 688 24.7 406 Jill. 67.8 660 68.6 603 48.0 666 49.6 4% 41,2 666 42.0 487 38.0 556 36.0 460 32,0 006 34.2 473 1&8 567 31.3 487 24.0 655 27.1 467 We 666 24.9 440 19.0 605 22.4 442 7y X T Y Y 120 in 45A 476 46.4 433 3&0 476428 32.8 476 33.7 410 26.5 475 20.8 414 26.3 176 268 400 21,0 470 24.6 404 10.0 416 21.1 3% 18.3 476 10.7 307 14.3 475 17.2 301 X Q O 0 1441n 2610 330 25.7 306 22.0 390 22.4 301 149 330 1s.3 287 1010 330 17.0 2% Q TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: R �� Anchor Cap 1tv Table Obal ANCHORCAP.,,„,,_ � �-1�-3 8ubelmte: 2.ik OonorMe 31ft Conti. Hollow CMU FOIed CMU PTWood md.1 (DP_)X( )=ANCHOR CAP.,,, ate'E100 III'86 Ebo 2416•FJoo //4'88 Ebo 0108" 70 8!001 2412 Steel 2412.ted MULLION CAP.,,,.,- Anchor Clip Patterns AnMw Type: 0668'Ebo UNncon tp'Ebo U6raae1l UlSeoon 3115 U16" UIlr.oa 114'Ebo U__ Appr40sla Ullmoa Appra(lebr Saw 1(05)9omv(Os) sorow(L45) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge(Xilm"Ona 1' 2.10• r 941r 3-1/6• i' 2-112• 1• 2-1rr 2' 3-1/8` r 0.40• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmN6man1 1.3/4' 1374• t-SIC 1314• r 1-14• 14/4' 1-IM' i-iN• 141C 0614• r tare' I 13/72 fade. ACTUAL PRESSURE REQUIREMENT FOR THE 2Aahom Q 4.76'Mb.O.C.7swownoriet Clp(FB.162S 3%90 30*600 460 IM 60015. 1644 ba 270 IN -Mi;; 3549 740 IN 374106 6640. "a it. 3419 442 roe 6%lb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aalgro:2.29 MN.O.C.I aumftd(M OIAM)COp(Fig.3J 700 be 7001. 680 rob 1410 lbs ON ba NIA 560124 WA am 124 WA Mlbs WA est bs 00 IN 1120 ba CAPACITY(FROM THE TABLE)OF THE SELECTED SAMNA®7.16'MN.O.0 I abnOwd W OBW)Csp(Fig.47 950 be 14%IN WA WA WA WA 1%IN WA WA NIA WA WA 1363124 1770 ft 2246720 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AMia.40 T Min O.0/(212%3 Angle CUM I(Fig.Sy les be 780106 hes lbs 1580 IN 1896 The 540124 yes 106 WA 7M be 748 lbs 0%IN 1692124 682 On 667124 1120 IN CAPACITY WHICH MAY BE USED TO QUALIFY 8 ArWws Q 3'Min.O.C./(2)Z(5 Angle Cape I(FIg.67 1172124 1170 IN 1020106 2340 IN 2844 be 610 be 840124 WA 1140124 1122 be 1320 W %98 IN 102210 1327 606 ON IN ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anohae Q 0.45•Min.O.C./UC11p,Nto.125•Alum.(FIO.7r WA MIA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 b. ANCHOR CAPACITY TABLE. RODUCIRBVISED . 2 Aah•f 2.27 MSL O.CJ FCllp ft.Bk les 106 360 b, 2%ba los 106 478 bt WA 200 b. WA 315Ih WA 440124 WA 341 ba 112124 580 ba MRF 4 Anon= 1.15-Min.O.CJ F-C1ip(Flg.6): 4%IN 700124 WA WA WA WA 380 an WA WA WA WA WA BB2 ba US IN 1120124NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.062" t-- -'"1 1.000'TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 0: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION • • • • • • • • • • • • ON LOADING.SFE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE NSFn'/I�F.Q • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000' _- No.58705 ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 8: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • • • • • • • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE '-0, •, LATE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE ..PC 6063-T6 G\�� 6063-T6 AND BE A MINIMUM OF.126"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045• .378' .375" 1,S; .. "" THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38.ALL ANCHORS -T �' I S7OP(Ak.�? ANGLE CLIP(FIGURES 6&8)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10$#12 1'X 4'X.376' i t'X 4•X.375' I r 1 1 81 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNN tiI1tiL�R,P.E. FL P.E.#58705 . .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE BA • aa� Mullion CapacityTable • •• • • •• • A x Opening Width(far verilce"arroilg mullions)orOpaintrHeighlr d pe Ib) •• � 501n 6044 TO In so In 00In • • 0 • 10 In• • 12049 • 1401n 1601n 1,JA 1en�°r mprmup. Rectenpw mlYmen9. Ren9np6er mprnleng. Reetanpuler Trp/1Mn9. RecwrW.r °rlQ. 0.91194 en tanPO en. Rxtan916er mprnMnO. Rwtengwa TreNldenQ. n L.aQng Loaano L°Wna■ l°eaip j�Lacing Waa.9Lacing L°eanY (�Lo ft L°eanp a Lacilq I.aansg L.aan9I.aang Loaang l.eeanQ Laarlg Lan➢Tube Mull86e � aC6E � � Cs • • � � � 6 � 6 m70.0 620 170.0 436 170.0 744 170.0 476 170.0 606 170.0 306 170.0 992 170.0 619 170.0 1116 170.0 99P 170.. 1>AO 17910 629 440.0 1411 17ci. 621 170.0 1736 170.0 621 161.8 1789 170.0 621Mu 70.0 708 170.0 521 170.0 860 170.0 584 170.0 919 170.0 070 170.0 1133 170.0 661 170.0 1276 170.0 077 170.0 1417 170.0 080 164.4 1618 170.0 680 132.7 1648 170.0 880 110.1 164° 170.0 680Of fj) 70.0 747 170.0 563 170.0 uee 170,0 831 170.0 1048 170.0 684 170.0 flea 170.0 723 170.0 18/6 170.0 747 107.0 1488 170.0 758 139.2 086 170.0 766 119.3 1468 170.0 768 104A 1468 170.0 166 7ol) 707 170.0 612 170.0 968 170.0 691 170.0 1116 170.0 764 170.0 1270 170.0 809 163.1 1376 170.0 837 146.0 1376 170.0 AN 122.3 1378 170.0 681 104.8 1376 170.0 eel 01.7 1376 170.0 881 70.0 885 170.0 701 170.0 1083 170.0 797 169.9 1168 170.0 878 139.0 1156 107A 990 123.8 1158 15114 919 111.2 1168 150.0 912 92.7 1166 144.6 903 70.4 1166 144A 006 49.5 1158 144.8 903 W 70.0 930 INA 745 100.1 1051 170.0 050 197.2 1061 156.9 882 120.1 1051 142.0 440 108.7 1061 132.3 437 Sal 1051 125.7 830 80.1 1051 119,6 022 08.8 1051 119.1 821 00.0 1051 119.1 82167.E 061 170.0 769 139.3 957 161.6 003 119A 9'67 19.00 700 104.4 957 121.0 777 92.8 957 112.8 767 63.6 857 lose 769 89.8 957 100.0 760 69.7 957 96.0 746 62.2 861 08.9 748124.7 804 136.2 898 107.9 801 116.2 084 91.9 001 tOt.3 471 s0A s04 91.4 660 71.6 601 01.1 060 61A 601 78.8 643 0.1.0 ea 72.3 433 40.0 604 09.9 629 40.2 801 09A 828 j 7644 100.4 722 114.4 630 91.2 722 97.2 018 78.2 722 80.3 008 08.4 722 70.7 No 60.8 732 70.3 588 j61537.4 .5 500 45A 722 59.6 570 39.1 722 50.7 006 34.2 722 56.2 664 Z d 76 In 101.2 666 106.0 800 84A 686 69.8 588 72.9 086 78A 6P 65.3 668 70,6 660 60.2 096 64.5 600 .1 60.1 12.2 886 68.3 613 362 086 61.4 687 ata 816 60.7 638 t,,,, � r Won 46.9 515 06.0 467 64.4 515 57.0 449 47.1 615 50.1 441 41.2 015 44.7 434 36.0 515 400 428 .4 422 27.8 015 33.1 413 23.6 515 30.6 407 20A 515 20.1 404 Z X O 051. SCII 453 66.8 404 45.3 453 47.1 307 38.8 469 41.0 391 33.9 403 30.4 365 X290 379 4 374 22.8 483 28A 385 19.4 453 24.3 360 17.0 463 22.0 956 100In 38.1 358 39.0 323 31.6 366 320 318 27.2 356 28.4 350 25.2 306 304 .8 300 16A 369 16.0 283 (n 1111n 36.1 336 35.8 308 29.3 938 30,1 301 26.1 335 26.1 j3132-3,..$, 338 23.2 203 289 0.1 245 X Y 120 in 27,8 200 28.3 204 23.2 200 28.8 280 19.9 200 20.6 200 18.2 253 249 1 U 110, Q 144 I. 10.1 201 18.3 180 0.d a- �p N TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: R AnchorCa ad Table 9 ANCHOR CAP.,,,,,,,,, '-A 8u tnta 2.7kConclde S.68Cone. Ht0o1/C1AU FRedC6tu PTI Meld (DP_)X( )=ANCHOR CAP.,,, 6'14 Elt° 114'68 Elco 4414 Elco 1/4.88 Elco #10 Sled 01281001 #129184 MULLION Anchor Clip Patterns Ancna7ype 9'tCElcounrocan w•EkoUXraza u6recon yt4Elcouttneon trI•Ekouttlaca Aggmador Ulbacon Ap7rt0dor Scnnvl�)screwQls) Simon(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eco Usurce Qn) /" 2-vr 1• 2-vr 9118• r 2.14 r 2-vr r 3116' r 0.46• 0.64• 0.324 CAPACITY REQUIRED'CORRESPONDING TO AN Fm0ed71ent tav4' tsar 10.74" lmY4' 2• t-w• 1-vr t-w• INC 1-1/4• 1414' r tyro• 13.4 ve6e0 ACTUAL PRESSURE REQUIREMENT FOR THE Ancron 4147466.O.C./StaMad a 0001 Cq Q•1p.17 300.0 3908a 45097s 000 to 1644 Ns 270105 200 to 964144 7401b 74M 684.6 W 1108 _T42190 880Rs OPENING,WHEN IT IS LOWER THAN THE MULLION /Ancaas(11.16•Min O.0/sldMeN lx•N o-1g 2J 400 D8 700 to NIA WA NIA LIN $1000 WA IUM Nm WA IUA 8821W 886 xe 1120 fe0 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anerom 414 Min.O.C./(2)215 A b / P 768108 780108 600 to 1560The IBM is 540lbs No Int WA 760108 7401ae Boo 6• law•e an to, 606 to 1120108 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amrw% 0.45'IAM.O.C,/uC6P.W0.12r AIuM, .4� IUA IUA 14/A WA IIIA h/A IUA WA WA WA IUA III IIIA WA 1430100 CAPACITY WHICH MAY BE USED TO QUALIFY 1Arororl FpPIP bf /06100 /06 to 226an 4461ta 622W 1951Ds 14O as IPIbs 370Id tel lDs 332 Me 479 Re g_ 2211be Z80lbe ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancrole 1.14 fen O.CJ F Zb lbs 9600• WA WA qM N/A 190•e f!/A IUA NIA IUA NM 91181 442 to 660100 ANCHOR CAPACITY TABLE. PRODUCT R$V1$8D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. woo IvkD the Plodda ths FIGURE 1: FIGURE 2: A0c�1a No •V� TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION laml a Product Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� N� LYNN JJJ, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' ��� ''•0CANGLE ENBF' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •�Q, Ee i 1 BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 286• _ Na.58705 '•, IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL II � 0 FIGURE 4: FIGURE B: FIGURE 8: T %�Qy S " BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND T 1.26•X3.108'X.285'MULLK)N ;(C` '•.'cY GRID?, \?� .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL (14114•VF MULLION) ' S "" ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. `�/ -/O • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A./tIINNr, (GLER, FL P.E.#58705 . . ... . . . ... . . . . . . . . . . TABLE 9A Mullion Cap"lly Cap" Table(bW ® + Openhkig • • •• 4'�- 501. 8005 70 in 60In Soh m 12om 1404 105 In 1.26%0.26 IbelMpWr TmpTMrg. 74eunguler Tmprtdng. Raa.nge4r TnpRMnp. R.Wgubr T*WMng. R%.4ngue, TmprtMrg. N101wry.er TrW&t R10AA. Tn�rRn� (tM%npl4r n.pllMnc Ree4rgdv TmpRMnp. X.100 Loading Lwdrq Lwdng LoedN$$O LeWirg Lwdn9 Loednp LeWin�6{O•t Luting La.dng LoWNp {j$WWkg Ladn$$9a Ladn9,T $E LosdhO La09q Laadn�alp Laednp um aMWllon aggqo4 qgg gpp�' t7 ry 0ppypppppp 6�• Op Bp 1�• y tT • tl C • g S p rg gS 0p NISI} d g Z 5 Z8 i i i 2 Ifl 2 i ! i i SB d Z am-dm 421, 170.0 620 170.0 436 170.0 744 170.0 478 170.0 ON 170.0 50 170.0 052 170.0 610 170.0 1116 170.0 621 6 1111110.0 641 12. N 10.0 621 *86 1118 170,0 521 96.6 1116 170,0 581 46 In 170.0 706 110.0 621 170.0 NO 170.0 684 167.8 976 170.0$432511 976 170.0 051 130.4 970 170.0 877 117.3 We 170.0 860 978 978 770.0 810 83.6 076 170.0 605 73.3 978 170.0 860 LU 60.N61n 170.0 747 170.0 603 170.0 058 00.0 051 105.7 927 170.0 021 1686 701 117.2 927 ll 9 105,6 921 IN.3 BN 87.0 927 1583 056 76.4 027 158.3 NS NA 927 160.3 ON -0.3. N 6105 170.0 797 170.0 8fY 161.6 059 170.0 891 131.0 059 163.0 Nf 051.8 605 109.0 059 02.7 059 1No 661 77.3 059 17eA NR 05.4 BN 128.3 86! 67.9 NO 1288 054 W p O F- 60In 143.2 718 153.0 634 119.4 748 132.3 620 102.3 740 117.6 746 t07.$ 600 70.0 718 2 71.8 748 0a 6N -05.7 716 923 053 61.2 746 93.3 593 14,8 746 93,3 U3 ((�� MMMp N In 123.7 877 132.0 670 109.1 p7 113] 568 881 877 100.4 877 01.1 618 05.7 877 9 81.9 871 61.0 NI 61.6 611 77.0 6Y9 14.2 677 76.7 6Y0 31.7 877 76.1 629 („) J g J ]!q1 NN 101.6 617 111.1 630 89.7 e17 07A 610 76.8 617 NA 817 i6A 600 NA 817 1 05.6 817 05.7 IN 44.8 817 05.1 IN 36.1 617 05.7 182 33.6 811 83.7 112 a 72h 82,9 611 171 160 89.1 618 71.2 NO 05.4 618 06.P 616 58,8 425 48.1 618 10 41.4 619 601 414 31.6 61B 46,8 108 RSA $_- 406 26.9 616 16.0 105 76N70A 405 7J.7 IN 687 105 84.0 305 05,3 /N 05.9 IN 49A 305 N.R 405 8 38.2 405 42.2 37{ 29.1 055 383 361 x6.2 3e/ 21.0 166 311 305784 05.2 111 68.0 387 64.3 141 57.7 370 40.8 44f 80.1 372 40.8 441 45,1 3M 30.2 441 80 32,0 441 05,7 356 27.2 441 34.9 340 23.3 346 281 441 32.7 316901, 42A 332 43.1 265 38A 332 37.0 480 30.8 331 323 205 21.6 332 28.8 200 No 334 76 21.2 332 24.1 272 ILL 332 21,3 205 16.2 262 13,3 332 16.796M 35.0 201 389 2N 281 297 30.3 Y68 NA 491 26.4 262 21.9 291 23.6 246 10.4 291 11 11.6 201 t0.6 241 U.S 291 Ml P96 12.6 292 ZZ C a +0N�3. a 1Nh 21.6 230 281 405 20.5 NO 21,1 206 17.6 No 10.3 201 184 230 Int h p2.6 219 23.1 191 11,9 218 10.4 105 18.2 RIB 188 101 11.1 218 i1.9 IN r77i! 8$� 12005 17.0 117 10.2 170 11.9 lel 183 167 X Y Y U N 2 O O a TABLE 9B AnohorCa ao TableIW ANCHOR CAPACITY ADJUSTMENT FORMULA: � .� 8ub.tm4: 2.7k Calomle 3.6k Cato. WOW CMt1 Filled CMU PTIAbad MeW (ANCHOR CAP.,,,r,,,,,, 0518'Ell 114.88 Ell 5118'Elea 105'88 Eko M10 8Wf 912 S4el 0123 (� )X`MULLION :ANCHOR CAP.,n Anchor Cllp Patterns Anolgr Type: 3116'Eko Ubmoon 1/4•Ell UOrmm Uftmon 3118'Efeo lnaseon fIP Ell UlOmoon Ap9m0aor ullrecon ANreOaor eorsw(06)80mW(05) Bcmw(06) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olew ce On): 1• 2-1/r 1' 2•1/r 3-Iro' 1• 2.1/r 1' 2-112• r 344 r 0.48• 0.34 o.3xl CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Only, 1.3/1• taro• 1 M4' 1.374• 2• 1.14' 1.1/41 1.114• 1414' 1-u4' 1-114• r taro' faro' wMs ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anoncol®4.75'MIn.O.C.154.Ord or 1 (Fq.1k ago be 300 roe I 860 be t 4 b. 27one lee 305Ib% 7 Its 1 ON lee 040 Its 341 6r 442 It. 50D The OPENING,WHEN IT IS LOWER THAN THE MULLION 1 Auha% 1.16•MM.O.C./ef.nderd(or Oma)alp".2k 48016% 700 bs WA WA WA WA 38D a WA NA NIA WA MIA 662 912 Willie 1120 IM CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AnolnonS T MM.O.C./(2)2e5Angr COPS/(Fp.3k 780 ISO 780 b. 6W b% 1560 Ite IM We No b. 505 ar NIA Mo He 71610% eN IG 092 lbs OVA 605158 1120 He MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Aroha%•0.05'MN.O.C.I U-0b,Into.100'Alum.ft.Ile WA WA WA NM N/A WA WA WA NIA WA WA WA WA WA Mobs CAPACITY WHICH MAY BE USED TO QUALIFY I Arolarl F•dlp(Fp.5): 195 b. 1B5 b 726 bS M5 b% Ort lbs 135 b. 110 b 17716% 370 b% 1871W 9321M t7310e 170 b ext 105 260 ON ADDITIONAL ANCHOR OPTIONS FROM THE 2 MOW 1.16•Min.O.C2 F-alp(Fig . 210 bt 360 be WA NU WA WA 100 lbs WA N1A WA WA WA 311 b IIT I W 605 bS ANCHOR CAPACITY TABLE. &RB.VL18D b9AlolideFIGURE 7: FIGURE 2: 1,260" �TABLE NOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ct Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN 4j, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' :� '��'• btGENSF �F.Q ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 W PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ; GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM .100' FIGURE 4: FIGURE B: FIGURE 6: C•90.WOOD SHALL ;.� �q�S BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �L 8-A7F b . 8083•T5AND BEA MINIMUM OFA00'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND i ��'n�.'•,,F�ORtOP,.'�\`� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL 1,26'X 3.26'X.100' '/ SS�D�nG ��`� Cr� • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION III • 410 81{12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILCt�2,P.E. FL P.E.4 68705 41• • ••• •• • • • •!• • •• • •• •• • • • • • • • • • • • • • ••• • • • • ••• TABLE 101 • ____�_r__._ � � Mulllon Capacity Table pbe#F)! • • •• OpeningWdlh(torven(ce9y-9peminymullom)orOpeniny 117 (Por Mcgmd9of j • • •• wil, sofa Solo 701n 68in 90 in ! • • OOfa - ! • 101n 14oin ISO In ' 1.28%SJ18 R.etagul. T,.pTtluq. Rul.ngulu TmpfTnanp. R.cl.agulu TnpTMnp. Reetavill h.prdanp. R.cNnphr Trepfrd.ng. R.cl••a TnpR� RAJAI TnpRAP RoLSnpubr TapTd.ng, R.etoods, Tt.pfrWq. p Le.anp to.dins te.anp leeang Lo.dOg lwanp Lo.dup lo.aap LaaNp losanp Le.141p Lo16ep Lo.dup 14480 Loading Lwanp Loading LOed'xg 1y, %.624 Alum.Tub• .$ .-. '� '�.. '�,. '� ., $ '�.. •$ '�., '�,. '� •55.. £ 5.. '� '� �,. •S �-� '�,. � �.. �,. LO Mullions �• � aaa N It 12 1 a � 3 tl 3d f& (fin 4210 170.0 020 170.0 436 170.0 711 170.0 476 170.0 ON 1170.0 $06 1170.0 992 1 INA 619 110.0 1118 170.0 621 Nal0 121• 10.0 66 1710 1868 to Saq,&Aj 1736 170.0 1 621 170.0 1N3 170.01 621 1J 481n 170.0 708 170.0 624 Me 860 170.0 666 170.0 092 INA 630 170.0 1133 170.0 661 110.0 1216 170.0 677 170.0 1417 170.0 ON 110.0 1100 170.0 660 168.7 1919 170.0 680 119.6 1979 170.0 680 J W 60.81618 110.0 717 170.0 661 170.0 696 110.0 831 170.0 1016 170.0 611 170.0 1196 110.0 723 170.0 1316 170.0 717 110.0 1191 110.0 760 170.0 1709 110.0 769 1626 1611 170.0 166 193.6 1117 170.0 766 W � O $418 170.0 797 170,0 612 170.0 960 170.0 891 170.0 1118 170.0 764 178.0 1276 170.0 103 170.0 1434 170.0 $37 170.0 1701 170.0 ON 166.4 MA 170.0 701 170.1 1769 170.0 Ni 117.3 1769 170.0 701 C F 8010 170.0 US 170.0 701 170.0 1063 110.0 797 170.0 1240 170.0 876 170.0 1417 INA W4 161.1 1511 170.0 970 146.0 1611 170.0 1033 120.8 1611 110.0 1063 103.6 1611 170.0 1063 We 1611 170.0 IOU � tD 7720 J I631. 170.6 930 110.0 746 170.0 1116 INA 660 170.0 1302 170.0 060 156.6 1370 110.0 1016 1392 1370 170.0 1076 126.3 1370 164.0 1002 INA 1370 166.9 1072 89.6 1310 166.3 1070 70.3 1370 166.3 1070 2 UI � solo 110.8 974 Me 759 170.0 INS 170.0 903 INA 1246 170.0 1002 IWO 1268 168.8 1013 121.1 IN$ 111.1 1000 1001 1218 139,0 989 90.8 1240 130.4 976 71.9 1211 129.0 976 01 1211 179.0 976 Z �� �• � J Min 161.$ 1049 170.0 878 139.9 1049 160.2 $92 119.9 1019 132A 876 104.9 1070 119.1 NO 99.2 1069 109.7 $48 83.9 1019 102.7 838 69.9 1049 94.3 976 He 1089 911 $20 621 1070 91.1 $0 )pin 112.1 961 149.1 022 116.9 701 10.8 806 1011 970 170.2 101 70.2 941 100.0 777 70.3 703 $1.7 770 71.4 941 06.6 751 70.6 941 77.6 TU 61.0 941 110 137 44.6 941 11.3 736 IB in 132.0 $94 137.6 793 110.0 094 116.9 767 94.3 904 102A 763 02.6 $94 91.9 740 73.3 $94 UA 730 70.0 $94 76.3 721 66.0 894 70.7 707 47.1 8% 07.0 701 41.3 0% 66.1 696 Nin 85.6 671 00.7 696 71.8 671 74.9 606 61.4 671 66.3 676 63.7 611 70.2 666 47.7 671 62.9 668 43.0 $71 40.8 661 36.1 871 43.1 639 30.7 $7I 31.7 531 0.9 671 3L9 649 N Q7 O � aFd6 98 in 70.0 660 72.8 627 69.0 690 61.4 618 60.6 690 63.4 609 70.3 670 4T.6 502 39.3 $90 43.0 401 36.4 690 39.6 166 29.6 670 34.7 477 25.3 670 31A 469 22.1 670 29.8 456 1081n 49.7 470 60.8 421 OA 466 42.1 4U 36,6 466 37.1 40$ 31.1 466 321 402 27.$ 405 21.7 370 70.9 466 21,1 391 0.7 466 23.6 382 1T.$ Iso 21.2 316 16.0 168 19.8 310 (3 N 11118 45.8 111 46.1 400 38.2 701 39.3 393 32.1 111 34.1 387 0.6 441 30.2 3112 26A 441 27.2 ]7d 44.9 /1 24.9 312 19.1 441 21.6 363 16.4 441 1B�3 766 14.3 441 17,8 361 V) M 1156 14018 76.7 378 35.9 30A 302 378 31.0 339 26.9 376 26.8 334 22.7 378 23.7 320 20.1 378 21.3 326 is. 370 19.5 321 16.1 371 16.1 314 X ~ N 1441n 21.0 267 21.2 242 ITS 02 17.6 270 16.0 462 16.3 236 (� • Q TABLE 10BC �O MchorG aelty Table Ib/) ANCHOR CAPACITY ADJUSTMENT FORMULA: - � � ANCHOR 8v0alrate 2.1k Oakrtls 3,5k Cant. Holloe IU Filed CIAO PT WOW Mtl• (DPM,)X( )ANCHOR CAP.,,, 6'18'ElcO U/"88Eko a18'Eko YC BSFJco N1081ee1 N1231ee1 N128Iee1 MULLIONCAP.,�,,,,,, AnchorCllpPattems YtGEkoulre0m U4•Ekoulncon uniecon 8116,Elco VCEkou6recon AOpreOtla Up2cm AgpteOtla SCM(0N)Buea(Ob) SCM(66) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 015larce fn 1' 2412' r 2-v2' 3.1NY in 24/r 1' 24Ir r 316• r 0.46• 1 a64' 0.621• CAPACITY REQUIRED'CORRESPONDING TO AN Eml aft 1070' 144' 13/4' 14'1• 2' 1-IM, 1.114' 1.14' 1.14' t-I 4' 1.1/4• r 1.30• 18'8' val" ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancllas O 478 MIO O.C./8laafem a 08sa1 cp(Rp.11 ago 05 390 b8 460 05 900 be 1 10 5 80 to 964 be 4 684 b8 W6 ba & bs 442100 4180 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arkhaa A 1.16'MN 0.0/Sleil6atl (Fig.2) 480 005 70D IDe NIA IUA INA NIA No IN WA ILIA NTA IUA WA 02 Ins 099 be 112D On CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arlth=O 3"Mb.O.C.I t2)2161 •c9 / 700 b9 780 8x MIN 15M bs ISOs IDS 640105 6170172 NIA 76010$ 146 b3 SBD RS 1602100 682105 SW U Mo ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 3grclkn®0.61•MITI.O.C./UCOp,M.IM AWm.(Fq./t WA WA 2'411 IUA NIA II/A IUA IUA WA II/A IUA IUA IIIA tUA 960 to CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amtw I F 0 R. 101138 793 M 226 bs 445105 622 be 136135 M 100 177 bs 3701W- 167105 3320 1 473 be VOIDS 221 9• 00108 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 1.16-MM O.CJ FC8 240 be 390108 HIA IUA IIIA N/A IgDft NIA WA NIA IUA IUA 341 IDS 442103 660 R2' ANCHOR CAPACITY TABLE. PRODUCT whb the, ID11QIOW whb tha Florida ndma No 0 FIGURE 1: FIGURE 2: TABLE NOTES: 1,260' • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ado Ploducl Cnmrn ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. (11111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��0 pNV I- N yjl FIGURE 3: ��'��,•'•41GENSF (�F� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.26(r P CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '•, BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - No.68705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 624, .'•:� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.58.ALUMINUM SHALL BE STATE OF 4Q • 606376 AND BEA MINIMUM OF.1100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '��� •.F[ORIDP••'•G��: .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A38.ALL ......i�SI C1 • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X 3.271 X.824' SII'/ONA1. :��` • #1D 6#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYRNI IN41L1 tk�'P.E. FL P.E.#58706 .. .. . . . .. .. . . . ... . . . . ... TABLE 11A • see Mullion •o-Mullion Capacity Table pbalTtt• • • • 0 OpaningVWdth(brventca"ponNnpmtRonNE)orOpenlnp •I t(br pelMng;mt loA • • •• �' �' 60 In 80 in 701n BO N Sol. • • • 4001- • • IPO in 140in so it. 196x3.§4 Recum9uln T1epfr,Iwj. Recun•du TrepRden9. Reclen9ur Tf.PTdup- RecfupuNl Tnpfrden9. Recungder Trepffe-9. Re'I Tmp'f R.Re1�& Tn9RAP R.0.1Nr T1$Td.4e Red op"'er Tr Loading d Loe6ng Ludne L-ang Lo"nq LoedinP Loed9p Logong Lee6n9 Lwdiq L."" Loean9 Loed4p Loading Lo"R2 Loedep Load'in9 LoMN9 Loading x.824 Alum.Tuba .3 S �.. •�i„ 'E.. f '�„ ,�• 'br 'e.. f f.. ,b• C 1d Ei 'b f '-k -f f„ Mullion x 1Ft d� $ d IF i6 t Id €� t € t Ie to, • i�•. � d $ td € Et Fes- c•l u 3 u u u ua u u u u u u u u u u u • w u" u u u u 'g m 44 1 ' I " as a as f fa �a as a �a a �a as as fa a as 421n 170.0 620 170.0 435 170.0 74/ INA 470 170.0 80 170.§ 606 110.0 892 170.0 610 170.0 1116 110.0 621 4700 120 110.0 Gal 17690 1168 It. 6V 110.0 1136 into 621 170.0 1963 110.0 621 W 491. 170.0 708 170-0 624 t70.0 050 110.0 681 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.1 1417 170.0 680 176.0 1700 170.0 MO 170.0 1983 170.0 6/0 170.1 2207 110.0 M 60.126 N 170.0 741 1704 60 110.0 696 170.0 631 170.0 1066 170.0 684 170.0 1196 110.0 M! 110.0 1146 170.0 717 110.0 1/N 170.0. 766 170.0 1787 170.0 160 170.0 2092 170.0 160 170.0 4311 170.0 768 r2 Ir MIn 170.0 191 170.0 612 170.0 966 170.0 091 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1131 170.0 837 170.0 1594 170.0 850 170.0 1913 170.0 661 170.0 2231 170.0 661 160.2 2403 Woo 621 W Op 0 Min 170.0 BAb 170.0 701 170.0 111. 170.0 797 110.0 1210 170.0 PIP 170.0 1117 170.0 9u 170.0 1694 170.0 986 170.0 1111 110.0, 1033 170.° 2126 170.0 106] 1{8.9 2167 170.0 1063 129.1 PiW tro.e 1067 emp J Win 170.0 930 170.0 746 ince 1118 170.0 860 170.0 1302 110.0 940 170.0 1488 110.0 1016 170.0 1673 170.0 1016 170.0 1669 170.0 1122 166.9 2060 I70.0 IMe 134.6 Me 170.0 1171 117.7 2060 770.0 1171 W LgQ' Win 170.0 911 170.0 119 170.0 1169 inle 903 170.0 ll& 170.0 t002 170.0 16M 110.0 1066 170.0 1763 170.0 1166 110.6 1948 170.1 1210 113.0 1962 171.0 1276 122.6 1968 170.0 1286 107.2 /006 170.0 1286 Z J g }�• ,j 721n 170.0 1063 170.0 076 170.0 1276 INA IOM 110.0 1468 170.0 1128 170.0 1700 INA 1228 154.1 1734 170.0 1316 130.7 031 169.0 1386 116! 1734 166.1 1384 99.1 1734 160A 1362 63.7 1731 160.2 1352 � -1 761. INA 1122 170.0 937 170.0 1316 170.0 ISM 168,6 1666 170.0 1209 NITA 1666 166.2 1216 131.1 1666 161.6 1286 117.9 1656 141.3. 1261 98.3 1668 128.3 1229 06.2 1666 122.3 1219 73.7 to% 121.2 1218 ,� � Z 70N 170.0 1161 170.0 247 170.0 1311 170.0 1116 166.9 1477 169.3 1246 134A 1111 162.0 1224 121.2 1477 139.1 1206 109.1 III 129.6 1191 90.9 1471 118.9 1162 17.9 1477 life 1160 62.2 1177 109.7 1164 Min U2.0 1110 146.6 986 116A 1110 123.9 962 101.6 life 107.9 961 88.1 1tie 98.3 938 70.9 1110 87.6 922 T1.0 111) 80.7 910 694 1110 11.3 061 60.7 1110 66.8 PIP 62A lite 62.7 670 861. 117.0 976 120.3 012 97.6 976 101.6 662 3.6 976 01.3 042 73.2 976 76.6 029 86.0 976 71.2 617 68.6 916 66A 627 48! 976 67.4 163 41.8 976 62.3 110 36.6 916 49.3 167 )( O login 62.2 771 84.0 IN 09.6 711 70.7 616 62.7 771 61.3 674 61.1 111 62.3 664 46.7 771 49.0 666 41.1 771 44.9 647 34.3 771 30.9 692 29.4 711 96.0 621 26.7 711 324 812 title 76.7 730 77.9 MI 63.1 170 6S.0 062 64.1 730 66.3 620 I.3 730 49.9 631 42.1 730 45.0 022 31.9 IN 41.11 614 31.6 770 36.6 60 27.0 730 31.9 663 23.7 730 28.6 Mi co 67 1201. 62.9 624 81.0 S86 19.9 624 61.2 662 42.1 624 14.3 662 31.6 624 39.0 624 !!.! 624 35.3 637 30.0 624 32.2 631 26,0 624 27.7 619 21.4 024 24.6 629 16.7 624 22.6 601 � co to 1111n 34.1 433 16.1 406 28.9 433 29A 3% 24.0 497 264 390 21.1 /W 22.1 � 19.3 433 20.0 J/1 17.9 193 I8.1 970 TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: [Am� AnchorCepeai Table(]be) -3 -2 ANCHORCAP.R,,, suOsl Ma &6k cmc. HOW FnaOCMu piw000 Mrr (DP, )=ANCHOR CAP.,,. N18'Eleo AQige mW 6710'Eleo 114-89113C. 010 618d 01251ea1 612 sleet MULLION AnehorClp7 Patt•ms Anchor W, 9116'ElcoUllrecm u4•EI0006ncon umscon 3fl&13coullnidl 111'Ekoux•eon r 1"85 Eke or u0ncon A99n9Gra SC"(06)SCON(G6) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eop prance 04 to 2.112• I. 2.112 $-178' 1• 2411 r 2-VL_ r 3-Ir r 0.4e' 044' o.32Y CAPACITY REQUIRED'CORRESPONDING TO AN EmOMnenl WC 16V' 1714' 1.911' r 1-1141 1.114' 1.111^ 1-114' MW IAN' r 1.98' TW win ACTUAL PRESSURE REQUIREMENT FOR THE 2 A etm e 4.76•an O.C.7 Slarieud or Clp 079.I) 390 709 890 me 199 690" 114461 ma me 740 081 ms 911 i09 42106 680 me OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arc hen 0 1.IV MIR G.C.I StenO9N lOr gnet)Clp(Fl9.2) 463169 700 mS IIIA IVA NM NIA 300 We IIIA WA IIIA IVA IVA 662MS BBS mS 1120 na CAPACITY(FROM THE TABLE)OF THE SELECTED {ArcMn Q3'Mn.o.c.l 2+64 c 1(R0.8) iB01bs 7BO IOe 6BO ID9 fSBD me 1808 ma 662 90/ 000 m1 nIA 160106 749 m9 eeo me 1992 As ee2m1 eeame 112063 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Am" 0.61"Mn.O.C.I U1.9p,into. AAart. NIA MIA NIA WA NM NIA IUA HIA WA NIA IVA IVA NIA IUA 1267 Bm CAPACITY WHICH MAY BE USED TO QUALIFY 1 AnHnrl M. 0�p a) 195 be 106 m1 228 W 446167 922101 1969» 140 ma 177 w 870 its 1B7 m1 =In 473 me 170" 221 b1 2a0 A>e ADDITIONAL ANCHOR OPTIONS FROM THE pRODl7CTRBVISBD 2Am" 1.19'Mn O.0/F 240976 350 me IUA IVA HM NIA 19016 NIA IVA NIA wA NAA 341116 442 m6 660 m0 ANCHOR CAPACITY TABLE, nm ty REVISED btl6)e BuOdIns CIOda 1.260' AcoepOm6oNo FIGURE 1: FIGURE 2: TABLE NOTES: 041 NO j2O • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 1611111a uc nlrol ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111\11 1 1 I7777j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 0 , FIGURE 3: ENSF•(`F'P ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94 �•' •'.• CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS +- NG.58705 Fe BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .'O•'u GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90,WOOD SHALL •' ��• IS 0 FIGURE 4: FIGURE 5: FIGURE 8: Cj'.• S A7E O �� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 824• ' '� '••,FCoI7 o • G�,� • 8083-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND _� i,FS ••..•..• `; .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38.ALL ��, S/0NM, ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 7711 I 1 1 1111111 • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.26'X3 L'' X.624' A.LYNN MILLER,P.E. FL P.E.#58705 . . ... .. • . •• .. .. . . .. .. .• . . ... . . . . ... TABLE 12A Mullion CapacKy Table Obs/A 000 • • • *00 OpenlnpWWth(for%eMealy-6pwarigmtlllons)orOpe B •iph r e ng NI ) 501n 00 In 70 In 601n 601n IS • • 100 ht • • 1201n0 • 14010 1601n w Rectangular TraplillOng R•ctanplar TwIllsng. Reo 9111ar Tnp/TAM Itatetplar 71tp17asnp. Rectangular angtler Bgahngulr ctarwar Tr4prM ng. Reoln9Wr 7fapn%ang. 2%4%.26 Ling La•o9 Laang Lang LOOMg Losdng 1-wing LoNng towing Loe•ng Loadng t adrp np Lating Lacing Loading laaMp o Alum, N 'Y 5 z4zn � 12 h1 170.0 620 170.0 186 170.01 750 170.0 478 1170.01 661 170.0 608 170.0 992 170.0 619 170.0 1116 170.0 621 470.0 124.01Ib.0 0521 1700 .188 170.0 GSI 170.0 1735 170.0 521 170.0 1953 170.0 621 O FN- 40 N 170.0 700 170.0 524 170.0 060 170.0 ON 1170.0 092 170.0 630 170.0 1133 170.0 861 170.0 1216 170,0 677 170.0 1417 .170.0 680 170.0 1700 170. 680 170.0 1983 170.01 O60 170.0 2267 110.0 000 W 50.0261n 170.01 747 170.01 663 170.0 M8 170.0 631 170.0 1018 170.0 664 170.0 1195 170.0 723 170.0 1315 170.0 747 170.0 1401 170.0 756 170.0 1793 170.0 766 170.0 2092 170.0 766 170.0 2391 170.0 750 2 N 54 In 170.0 797 170.0 812 170.0 950 170.0 501 170.0 1111 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1504 170.0 856 170.0 1913 170.0 801 170.0 2231 170.0 51 170,0 26W 170.0 501 W p 0 60 h 170.0 886 170.0 701 170.0 1003 170.0 791 170.0 1240 170.0 571 170,0 117 170.0 944 170.0 1594 170.0 506 170A 1771 .170.0 1033 170.0 2125 170.0 1053 170.0 2470 170.0 1063 160.8 250 170.0 105 MO N 550 170.0 930 lick 745 170.0 1116 170.0 850 1710 1302 170.0 946 170.0 1186 170.0 1015 170.0 1073 170.0 1076 170.0 ISH 170.0 1122 170.0 2231 170.0 JIGS 106.7 2553 170.0 1171 146.0 2553 170.0 1171 � J 501n 170A 074 170.0 750 170.0 115 170.0 O5 170.0 1364 170.0 1002 170.0 165 170.0 IOM 170.0 175 170.0 1166 170.0 1948 170.0 1210 170.0 2330 170.0 1275 161.9 2437 170.0 125 132.9 2437 170.0 1200 72 In 170.0 105 170.0 878 170.0 1276 170.0 159 170.0 145 170.0 Me 170.0 1700 170.0 1226 170.0 ISO 170.0 MIS f70.0 2125 170.0 1307 145.6 2184 170.0 1481 124.6 215 170.0 1629 100.2 2184 110.0 1630 2 { 701n 170.0 1122 170.0 037 170.0 1345 170.0 1000 170.0 1610 110.0 Me 170.0 1704 170.0 1322 186.1 1060 170.0 1421 146A 1060 170.0 1605 123.1 7960 161.8 1611 106.1 1960 164,0 156 92.9 196D 1523 151 Z 7e1n 170.0 1161 170.0 907 170.0 1381 170.0 Me 170.0 1011 170.0 t250 MA ISO 170.0 1350 162.7r7. 170.0 147{ 137A 151 ISM IWO 114.6 151 147.3 1473 98.2 1061 010.6 1469 5,9 151 137.6 145 00 In 170.0 1321 170.0 1144 149,1 13M IMA 1210 IVA 1390 1360 115 111.8 135 121.3 1170 OOA 110.2 115 50.6 1396 101.6 1147 74.5 1300 MA 1122 5A 1396 82.7 115 66.0 135 78.9 1050 NIn 147A 1229 151.5 1009 122.0 1220 127A 1079 15.3 1229 111.2 1501 02. (220 08A 1044 81,9 09.0 1020 73,7 1220 82A 1016 81.4 1220 50.2 503 50.7 1229 66.9 077 4&1 1229 02.1 507 1061n 406.6 971 15.8 077 50.3 971 50.0 OM 74.0 07t 77.2 049 64.7 071 GSA 57 67.5 14-4.4VI 61.8 at 50A 616 43.1 677 49.0 750 $7.0 971 14.0 782 82A 971 10.6 711 (!I N 1111. 96A 010 07.3 52 70.6 019 61.0 S19 68.1 919 70.9 ON 19 02.9 7045.0 47.7 910 61.6 774 $9.7 919 44.8 750 11,1 010 40.2 742 20.6 019 57.1 132 N x 12010 715.0 75 MA 716 GSA 750 94.6 750 63.9 786 66.1 505 47R 75 10.1 .116t41.9 37.7 750 10.6 65 31.5 75 31.9 503 27.0 15 31.0 041 23.0 736 21.4 5t 144 in 13.7 646 442 504 36.4 616 37.0 450 31.2 618 31.9 49722 21.8 650 22A 474 162 646 19.6 454 16.6 616 17,2 450 13.7 646 16.6 411 Q N = O O TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: AneMrC• 601 Table IW € m bub6kafa amid@ 363 Core. Nelim CMU Fad emu PTWood Meta (DP,,,)X(�CHOR CAP•"°°"'r)eANCHOR CAP.,,, &� � Nle'Ek0 114•a5 Eko&I(r Ek0 1PI'SS Eko 010 Slee 01201x1 01281x1 MULLION CAP.,,,,,,,,,, AnchorCllpPattem0 Anent4rype: 3'tlTEteounncal v4'EkoUNteton UMcon ate•Eleounattn v4'Ek6unmton Apprecielor UNwon AppWstor acm(OS)SLrsx(G5) S.(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge outer On) r 2•vr r 2-117 SUB• 1• 2-V4' 5" 2.112 7 31150 r 0.48' 0.64' 0.321• CAPACITY REQUIRED'CORRESPONDING TO AN FmheO'610 11 1311• 13'4• 1314- 131' r 1-IN• bv4' 1-1141 1-114' 1414• 1.111' 7 13'6• 13'r vatas ACTUAL PRESSURE REQUIREMENT FOR THE 2 t 4.75'MI0 O.C.1 Slrtlrd or q.182) 300 IDS 390 is IN 500 ax 1614 ba 27010s 500 t8 354 Ibs 7401$ 374103 se{lb6 946 rob 341 MS 1421$ 6601$ OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archats Q 2881 Min O.C.1 84114110 Onset CNP 3j 74D lot 740 Not 030 Sol 145 ka 1424 lbs IUA 6w" NIA 69151$ N/A aro lba IIA 092 Ds 85 to 11201$ CAPACITY(FROM THE TABLE)OF THE SELECTED OArcltan®1.71•Mlno.C.ISwam OMMCIp63g.1) 55 ms 0501 766 RM I"ibe NIA MA 7058a NIA 7901$ NIA IVA IVA 10221$ 13271$ 16001$ MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ArcMa®5'MIn.O.C.I W 2t5 Aryk / g.q 7801$ 7 860 ft 15W ms /OAS tot 0 600 as RNA 751$ 748 lbs sw toe 18921$ 302106 5661$ 1120101 CAPACITY WHICH MAY BE USED TO QUALIFY 6Anttgn®Y Min.O.C.I p,)216 Arok I g. It70IDs 1170106 tO20lbt 2301b6 2044 IR- 8 "W IUA 1110 Ale 1122 N» 7520IDa 283/1$ 10221$ 78211$ t080IDs ADDITIONAL ANCHOR OPTIONS FROM THE SArchoat i.34-MN.O.C./tI1W,Wo,t26'Nwn. I WA NIA IVA IIIA IIA IVA WA WA NIA IVA IUA NIA ILA 73 ANCHOR CAPACITY TABLE. BArc$nm0.8P M01.O:C./UCNp,1010.129.0141111.JEW.B) NA ILIA NIA IUA WA IIA WA WA WA NA IVA WA IIIA IUA 25 I$ NewPRODUCTREVISED 2 AncMn®2110'Mla O.CA FAAp 4 870lbt 3701$ 315IN 749 Nis 7121$ IIIA 280 66 NIA N.S. NIA 4401$ IVA 311 IDs 4421$ 1580 ate BuIldi 1y0ade Wkb la Fkd4o. 3Arch0n 1.71'5010.O.C./F4] .t 1131$ 628.76 3701$ 97323 NIA IIA 358 Nx N/A 3001$ NA IVA IVA 5111$ 6&ID6 640x70 n�Cpt•Ila HIS NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED bCIRCLED VALUES ARE USED RJ THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000• / e Product Ootardl - • • • • • • • TABLE NOTES: 11(I t I n 11111 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR \�� Oa 114 GENERAL INSTALLATION METHODS. `Z` '•�F • • • • • � �'� '•VICENSF •.,•Q � FIGURE 5: FIGURE C 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '•%T' _ 4.000" = •'a No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN .250" • • • • FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE IS LOCATIONS. J�' �.'I IS S1AT FIGURE 7: FIGURES: FIGURE g: FIGURE 10: AN CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '` FLORID?;•'' G\�� • •• • • (FIGURES 5&8) (CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. S"""" .` • •• • MUST BE USED ALUMINUM SHALL BE 5063-T5 ANO BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(16 2•X 4'X.25'MULLION , �is7�0NA-7 4 •• IN PAIRS. THREADS BEYOND STRUCTURAL HE MATERIAL.#0&#1 122 ANCHORS INK A14D A36.ALL TO TO WOOD MAY BE STEEL,18 -8 S.S.OR 41INTO METAL SHALL S EXTEND AT LEAST 3 SCREW A.LYNN MILLER,P.E. FL P.E.#58706 .. .. • . . .. .. • . . • . . . . . . . TABLE 13A Mullion Capacity Table[IbsM ••• • • • ••• yA Opening Wldth(for lerBcaly apemlrp mU4ons)orOp• p Nphtjior ho I 4'g ) 60 in M in TO In so In M in • • i01n • • 120 life • 1401n 180111 Reaterpular hep/rllerrg. Ractarrgui Traty+nanC ReolanDAa TraPm+ang• Rectengdor TIr"Ing. Rwwwbr nwftwg. �a0a Tart#** iitbn0u+� aro. rgder TrapRd.ng. Rectangular TwIllong. 2 x 6 x.26 Loedrq L0adn9 LOadn➢ Laadog LoadtnD Loedro LoednO LOaAng Loading Lad% Loading tmdnD L0adn0 Loading Ladng LadtnD Loedrrp laadng u Alum.Tube '111 �' � �' �' �' • a � � � Ln Ln 4'L 1111111 11111'1111111111111111111111111111[ill 3 # y Ka:LmN 42 In 170.01 620 1170.0 435 170.0 717 170.0 476 170.0 ON 170.0 500 +70.0 992 170.0 619 170.0 1116 170.0 OW o.0 12 1 . 2i + 170 i 170.0 1735 170.0 591 170.0 toes +70.0 701 48 In +70.0 756 170.0 524 170.0 N O 170.0 684 170.0 002 170.0 00 170.0 1133 170.0 061 170.0 1276 170.0 617 »o.o 1717 170.0 Geo 170.0 170.0 170.0 eeo 170.0 1963 170.0 eeo 170.0 azel 170.0 e60 W 50.026 In 110.0 747 170.0 663 170.0 N9N 170.0 631 170.0 104 170.0 656 170.0 1105 170.0 723 170.0 1346 170.0 747 1 70.0 1464 170.0 70.6 170.0 1703 170.0 789 170.0 2092 170.0 765 170.0 2391 170.0 768 4'n 56 N 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 903 170.0 1431 170.0 637 170.0 1691 '170.0 60.6 170.0 1915 170.0 Not 170.0 2231 170.0 961 170.0 26M 170.0 act m 601n 170.0 065 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 870 170.0 +417 170.0 944 170.0 1594 170.0 098 170.0 1771 .170.0 1033 170.0 2125 170.0 Well 170.0 2470 170.0 1053 170.0 2833 170.0 +053 J 031n 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1498 170.0 1015 170,0 1673 1TOA fore 170.0 IUD 170.0 1122 17MO 2231 170.0 +160 170.0 2603 170.0 1171 170.0 2976 170.0 1171 081n 170.0 674 170.0 780 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1666 170.0 10611 170.0 1767 170.0 1165 170.0 1948 170.0 1210 170.0 2336 170.0 1275 110.0 2727 170.0 1208 170.0 3111 170.0 1208 Z 72 In 170.0 1063 170.0 079 t70.0 1275 170.0 1009 170.0 1400 170.0 1120 170.0 1700 110.0 1229 170.0 1015 170.0 1915 170.0 2126 170.0 1367 170.0 2650 170.0 1485 170.0 2075 170.0 1529 170.0 3400 170.0 ISM („) 70117 170.0 1122 170.0 937 170.0 134 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1722 170.0 2019 170.0 1421 170,0 2243 170.0 1905 170.0 2092 170.0 1629 170.0 3110 170.0 te4 170.0 3589 170.0 1705 ? N Z 711 In 170.0 1161 170,0 967 110.0 1301 110.0 lite 170.0 1911 170.0 1260 170.0 1342 170.0 156.0 170.0 2072 170,0 1414 170,0 2902 170.0 1584 170.0 2703 170.0 "go 170.0 5223 170.0 1771 170,0 8803 170.0 1799 a 901n 170.0 1328 170.0 Ito 170.0 1604 170.0 1325 170.0 teM 170.0 1498 170.0 2125 170.0 16% 170.0 2391 170.0 1793 170.0 2566 170.0 1918 170.0 3106 170.0 2125 166.0 3413 170.0 2273 13015 303 170.0 2561 j 98117 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 11122 170.0 2187 170.0 Well 170.0 2550 170.0 1952 170.0 2033 170.0 2005 111&0 310 170.0 2338 IVA 3199 188.8 2410 120.0 3199 150.1 2420 I- G } 2 O too In 170.0 1694 170.0 1409 170.0 1013 170.0 1647 170.0 2231 110.0 11170 170.0 2850 170,0 2076 MCI! 2781 170.0 2271 146.3 2781 lot.$ 2333 123.8 2751 140.4 2281 I A 2761 126.9 2234 92.7 2761 IWO 2100 � N� � a� 111117 170.0 te56 170,0. 1761 170.0 lase 170.0 1750 170.0 2:95 1740 1932 170.0 z5m 170.0 2149 161.9 2632 +92.3 2216 13aA 2632 146.4 2216 113.8 21132 12x4 glee 87.6 2632 115.1 2126 56A 2932 109.0 2096 120117 170.0 1x71 170.0 1656 170.0 2126 170.0 1550 164.4 2261 16.00 1991 136.1 2132 141,4 1961 120.1 2252 121.2 1938 108.1 Y262 116.1 10.15 Dal 7180 99.6 IS. 712 220.2 6e.9 10511 e7A 2250 91.4 1856 X 14 In 128.1 1550 120.6 145 104.3 1564 106.1 1426 50.4 1661 01.5 Il07 76.2 1564 110.7 1300 60.6 1964 72.5 1373 62.8 1501 SS1 1338 52.1 1SS4 55.0 1330 44.7 1564 49.2 1306 39.1 1664 MA /297 UQ N rQ1 0 TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce of Tab fibs) r a Ty BuhaimW. 2.7 Comrala 3.55 Cana FbNo•# FRed C68) T Wood Melsi (DP")X\ANCHOR CAP.,,w,,,,�=ANCHOR CAP.,", 51+6•Ebo 1/4.88 Ebo 5118'91" W 88 Elco 0108" 0128M.1 #12 Steel MULLK)N CAP.,,,a,,,,,,e Anchor CNP Patterns Anchor type. 9f iC Eba U19aoon v0.'Ebo Unraocn Urbon Y1C Ebo Ulbeaon 1J4'Eke Ullrooan Appra3etor Ub - AOmOetor Some(05)Som#(05) Somw(05) USE THIS FORMULA TO OBTAIN THE`ANCHOR Edge 0latenoo,On): 1• 2•+17• 1• 2-in• 3-t/r 1• 2.117 1" 20.17 r 3.1118' r 0.4• o.54• 0.5x4" CAPACITY REQUIREWOORRESPONDING TO AN EedreOmn1 n. 14W Ia/r 1.314• I-W 7 1.11r 1-114" t•1rr 1.114' tan" t-v4' r taro' tare• "dw ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anohom Q 4.75'Min,0.111 Blended or Oft Cupn fel} 598m Nobe 480105 805917 1044 lbs 27019. Ira 551ft 740 be 374 The 5611w 618 w0. tI0a 4 he 650 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anoka 05 4.09•Mar.O.C.I BWKad(or Olson Cap 00.9.3), 750 The 7M be 00 lbs 17M 150 3232105 540 W 650 Rle 706 Me 1480150 740lbe 1272 eu 1892 Me 650 IW U5 lbs 11201151 CAPACITY(FROM THE TABLE)OF THE SELECTED 8.017017070 @ 1.71'Mh O.C.I84ndad(or Ohe0 C*(Fig.43 1180Ibe 1400 The +010 be 2505 The WA WA 9401G WA 1056115 WA WA WA 1363 The 1770 be 2240 be MULLION.IT WILL YIELD A MINIMUM ANCHOR 4.017070.70 .-O.%.C./(2tNitAngloCapelffm.57 750 I0. 780111 6110ba 1560[be 1e901w w0 Be 560 The WA 760Ioa 748111. 801bo 1092 lot 802[be 805156 112.1 be CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anton®r MIA O.C.I�2x0 Angle alp.I(FI9.9): 1560 Ire IND The 1300 be 3120 The 3792 roe 1060 Be 1120 Ib. WA IMO Ih t4M The 1750150 7181 ba 1563170. 1170les Mare ADDITIONAL ANCHOR OPTIONS FROM THE 12 Affl 0.2 1.61 Min.O.C./(2)278 Angle Clkw/(Fig.T): I WO be 21010. 1440 ft 3760 ba WA WA 1320 be WA 1600 The WA WA WA 2043 be SON 65 SSM IM ANCHOR CAPACITY TABLE. DUCI'RBVISED 4 Anchor.a 1.34-Min.O.C.1 U•dip,Into.126"Alam.(Fig.e); WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 be conpfylail whh the Pillows S Awhor.al 0.84•Min.O.C.I U-alp,Into.125'Alum.(Fig.W. WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2881 roe 1--2.000'-moi OdlaO�• � �Q 2 Anohom®4.69'Mtn.O.CI F•Clb ffk•10): MO b• 390 be 450 IG 800 be tate 150 21010. 250 Ibs 361 We 740 be 374 lot 83810. o4 be 341 be 412166 550105 ooapto No 4Anohon 1.71•MIn.O.0/f .1I 60105 700 AN 503% f2051b. WA WA 410105 WA 6170. WA .WA WA 56218. eM lbs 1120 to. DttO t� .260' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABLE NOTES: .tem-fie Produu COntro FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE a FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.BEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\��ON(••••• •••,/���i� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,�;''�,\G�NSE '• 'Q • • • •• • 6.000' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =_ 'y4;' N0.56705 • • • • • •• • • 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON r. FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. __ANq • • • • • • • • CLIPGLE 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED , g'A'E`Fs,r•I}'V (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED LIST BE %�.t�•' FCOR\OP•' �`•` • • • • • • • • 6.7) YELLOW SOUTHERN PINE WITH AN SG OF 0,66.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.126' 'i,CCS •••"' LCA��\ • • • • • • • • USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO ��r1js�ON PAS BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 21 X W x.25" A.LYNN MLLE R,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MILLION FL68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• TABLE 14A • sr Mullion Capacity Tdble e#t1 • •• • • •• • rd J( x Opening Width(for uer5cagy-e anni 1p mUlbm) r enln 1p (tor M}Ig m ns) •• � � 5i ti01n 60 in 701n 801n 4190 N0. • • 4x00m• • 120ip • 1401n 1601n Reolarpula 7oWmaro. RaobrpUM, Tmplrlla9 Reol.ngut.r Tmpff4wo. ReUMrpular Rap77Mrp. Rataneula Tfe{VTAM RsoU T R r nap. R0019roUlef 7mW7 ro. R.ohroula 7mWrdaro. d L-wft Laadire Loadro LOW Lodlry Lodep Loedirp Ladkp Lodmp L-ft Looft Lodup L..dkp Lodlro tmdnp Laadlrp Los" Loa01no u 7.16"x 7.11" yah ip3• ya$ 'ap6 yaa 111 r4 yaa yD6 'n93 016 xTuba Munn 0 6 g 6 O g 0 t7�• O ff' CS �' � 0 N 11111 t • 0 10 1 g � CD 421. 144.2 528 167.0 426 120.2 626 We 419 103.0 628 136.9 414 90.1 608 134,8 411 801 628 aw Me, 'M.1 M 11361 411 V& �8a 134.1 411 51.6 628 134.1 411 461 628 134.1 411 tj 481n 968 403 1060 371 808 403 94.7 326 80.0 400 80A 320 804 403 81.4 317 63.7 403 79.1 318 463 403 MA 314 403 403 76.8 314 34.6 403 78.8 814 30,2 403 78.8 314 LU 60.8261n 823 382 91.0 301 866 382 792 294 68.8 382 71.9 289 51.6 362 87.2 288 48.1 082 64.8 261 41.2 352 83.8 283 343 382 63.6 263 26.4 362 63.6 283 26.7 302 83.6 283 3 N 511, "A 318 74.1 287 666 318 64.2 281 48.6 31S 57.7 258 424 318 53.5 203 37.7 310 50.8 260 86a S18 49.6 249 28.3 S78 49.1 246 24.2 $18 49.1 246 21.2 318 49.1 248 W G � 00 In 40.6 280 53.1 219 41.2 266 46.7 214 863 266 40,7 210 30.9 258 37.2 207 27.6 258 34.9 204 24.7 268 :33.4 203 20.6 268 32.2 201 17.7 268 322 201 166 256 30.2 201 10 J 63 In 427 231 468 200 360 234 39.1 105 206 234 34.7 192 267 234 31.8 ISO 217 234 29A 186 21.4 764 260 184 17.8 234 26.6 183 16.3 234 28.5 183 13.4 234 25.5 163 vd W a. Gain 37.2 2t3 30.4 183 31.8 213 38.7 179 28.6 213 20.8 178 29.2 213 27.0 173 20.6 213 26.1 170 16.8 213 217 180 18.5 213 22.2 IST 13.3 213 220 168 11.8 213 22.0 108 (1) ? J 7211 268 179 30.1 168 23.9 179 268 182 20.4 170 22.6 149 17.9 IM 203 147 169 179 18.7 146 J 781n 24.3 151 266 140 10.3 161 21.8 137 17.4 161 10.0 136 162 181 17.0 133 Z 78 In 716 162 23.6 111 18.8 162 199 131 161 162 17.5 126 N TABLE 14B ANCHOR CAPACITY ADJUBTMENT FORMULA: qyf Anchor Capacity Table be X o c ANCHOR CAP., ,,, F S1MUala 2.7k0cncmte S.dcCom. 1fe65wCMU FadC1AU PT oad Mtld (DFu,)X( =ANCHOR CAP.,„ MULLION N16"Eko Ile SS EkO 5M6'Eko 114'88 Eko NiOSled N12SIeel N1281ee1 N nj Ancn«j1VpwV116'Eko UllmGdl il4'ElcoUllfecm 8/16'EkoUgmton 1/4"EkoUMKmAnehorCBp Pslbme u6mcon Appa01e1« uwcon A99rcad« sc rew(C5)ecrsa63s1 ecmw(o6) USE THIS FORMULA TO OBTAIN THEANCHOR EWeaslercr 2-1/r t^ 2-1rr 8-v8• r 2•v2• 1' 2-112• r avr r o.4r a.a• 0.394• CAPACITY REQUIRED'C.ORRESPONDINOTOAN r 3Embednen3'4• 1514• 15/d• 1514" r 1.114' 1•uP t•v4' t-u4• 1.114• 1-v4• r 1.3M• tar vanes ACTUAL PRESSURE REQUIREMENT FOR THE4 Anchn r MIn.O.C.r 2166 R l ff0101 leo ID4 660160 1587 nM 1698•a 646 ae 5601b0 WA 780.E 7 Its 88016E t892 xa 662 ros 88613e 14 514 OPENING,WHEN IT IS LOWER THAN THE MULLION Q r- O O 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 SHEET 26 FOR INFORMATION ON LOADING, co6lpiy(n;wW+We BIwWe SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I u8dlegOoOa FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. No U. fle 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. DOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,118• Yflem�iTiore Product ntro FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. II 111 11 1 i 1 t l/// ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L .126" \� p • 1,10ENS•M/ �i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED �� �'��•''•• ,, i ''• F YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.126' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.25'X 2.11•X.125"MULLION _ No.58705 ' LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 14, - ; SAEOF :'Q "t ORION• N A.LYNN MILLER,P.E. FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 15A Mullion Capacity T41bls Ate • •• • • •• • gal Opening Width Qorvadicall"parc9rgmUllons)1rCynlnptylph (forhiftorpo m 5010 MN TON 8010 vqi.P015010• • 1201% • 1401. 104 In Reolengoler itep/TdwV. Rwtrptear TrW drtp. Rwlwpdr Tnp/larp. Rwlartpt4er Ttep'Tdeng. Rwtanpdr Trag/m-4. Remit WAN lta fw r eng. RedanpWer Tp/M aW%rq Reotenovw Trertg. p ti g•Y6"b0 Loading Loading Ladng Lading Ladino Loading Loading Loading I-" Ibeding Loading La6tp Loading Lading leading Lading Lowing Loadirtg 6Y AY MULL g a � _ � _ _ � ' � it I. 11 1g g _ I g � co V! N 42 in 170,0 020 170.0 435 170.0 744 170.0 478 170.0 608 170.0 00 170,0 9e2 170.0 Me 170.0 1110 .0 e2 1 .0 1 0 1 .0 21 1 170.0 021 170.0 1735 170.0 521 140.1 1740 170.0 521 3 W 7 11 1 .0 1275 170.0 .0 1417 170.0 680 152.2 1622 170.0 680 130.5 1522 170.0 504 114.2 1622 170.0 NO _ 40N 170,0 708 170.0 624 170,0 B50 170.0 604 170.0 902 170.0 MO 1 0.0 33 170.0 M 170 877 170 WAS lWa 170.0 747 170.0 6tl IM.0 M8 170.0 031 170.0 1016 170.0 564 170.0 1106 170.0 723 170.0 1046 170.0 747 1043 1443 170.0 768 136.9 1443 170.0 Me 117.7 1443 170.0 768 102.6 1443 170.0 766 W C� � 541n 170.0 750 170,0 812 170.0 066 170.0 041 170.0 1110 170.0 764 170.0 1276 170.0 803 160,0 1563 170,0 837 144,0 1361 110,0 868 120.3 1353 170.0 561 104.1 1305 170.0 041 e0.2 IS63 170.0 861 m p'•� F- 00 •• J 6010 170.0 886 170,0 701 170.0 1063 170.0 797 181.0 IIID 170.0 D78 ta.1 1118 170.0 eN 128.9 1216 160.0 tl6 116.9 1215 162.1 924 97.4 121e 110.1 e13 tlA 1216 148.1 950 751 1210 145.1 013 J 83N 170.0 900 170,8 746 170.0 1116 170.0 160 160.2 1160 160.0 033 131A 1160 111&0 914 110.8 1150 10.0 MB 105.1 1160 1543 805 67.6 1180 128.7 671 75.1 1160 128.2 070 05.7 1160 126.2 670 2 80 In 170.0 974 110,0 Me 152.4 1040 165.8 MI 130.6 100 148,0 884 114.3 1018 155.1 850 101.8 IOU 123.4 639 91.4 1046 115.8 830 76.2 1048 100.4 821 04.3 1048 108.2 818 57.1 1044 108.2 Me ? J R N 140.8 480 117.0 761 117.4 880 118.0 744W750 1 tae 734 Bao 480 100.0 712 74.2 404 e2.0 712 70.4 880 04.2 703 80.7 800 79.2 043 60.1 BM 70.6 BM 14.0 880 74A Oe8 = Z To In 1tg.1 790 120.1 850 90.8 790 105.4 878 93.3 883 NA 790 819 652 60.6 790 76.9 043 me 790 71.7 036 40.9 790 04.1 044 42.8 M0 62.1 610 $7.4 T50 41.5 017 701n 110.6 750 116.6 667 923 760 05.1 644 45.9 032 04.2 750 77.1 821 r2&2 760 70.8 012 86.4 750 68.7 805 48.2 700 04.4 044 39.0 760 86.2 6M 34.0 750 66.6 04690In 72.1 685 74.4 500 44A 043 02,9 491 54.8 483 40.1 063 48.0 475 663 44.4 468 Sat 804 40.9 404 30.0 Bal 30.2 462 25.9 60.1 33.3 446 22.6 6M 31.4 44206N 69.4 406 61.1 443 40.6 404 61b 435 04,0 427 57.1 490 39A 421 495 36.1 415 29.7 496 33.2 450 24.8 404 20.1 400 21.2 496 28.8 594 1&$ 495 25.0 304 n 41,7 391 42.6 0.63 34.8 301 35.0 3481 31.1 342 26.1 301 27A 337 341 24.0 333 10.0 391 22.8 528 17.4 391 19.7 321 file 391 17.0 3116III In 38.4 370 59.2 333 52.0 370 33.0 3300 26.6 320 24.0 570 26.3 320 370 21.6 Me 10.2 570 20.9 312 10.0 510 18.1 305 p1MN 30.4 0.17 04.0 1B9 2DA all 26.0 2847 12.0. 204 1e.o s17 10.0 278 all 17.0 213 V I`3 0 O 11110 nA 220 Ize 104 TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnohorCap aol Table b•) ANCHOR MR AP. ,,, Substrate: 2.ik Conomle 3.Sk Cab. Nolbw U Filed CMU Mehl (DPa)X( )e ANCHOR CAP... rte'Elco 1//'88 EM.rb•EW 104'88 Ek0 MtOBbel •12 9kel 0128,441 MULLION CAP.,,,,,,, AnehorClip Pattem• Aahrrypa 3116Ebow0aea IN'EbolBkaea 118•EboUllraoa 11/'EkoulUwa ulO'E10 AggraGatwEM 1W E ;Mt$Ekr Brea;II B 12 8*M) a s) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Obtanoe 5nk 1' I 2.11r 1• 244 s1/6• 1 2112• 1• 2.1/21 2• 3.116 r 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embeanent f4//• t V4• 11L41 1441 r 1.114• 14/4• 1-t0.• 1.1/4• 11N' 110.• r14/6 1.3m• wdes ACTUAL PRESSURE REQUIREMENT FOR THE ®6•MN a.Qr(2)215 eat .I. 190 350 Ne 450 IN MO Ne The roe MiesNa 740150 374Ia 7m roe 904u t0.. 442!t 19 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Aanaa 3.VNm .Q/(2)2x6Angbalpa/(Fig.1$ 70410. 104150 150IM 1e701t! 2626 Ne 649 We 550Th. WA t120Ne 740Ibe noIm 1892 We 002 In $05 The tiMNe CAPACITY(FROM THE TABLE)OFTHE SELECTED O Alteham 2.71"Mtn 0. 1 2x A bdl I(Fig.37 1f201be 112010. 968Ibe 2246150 2264150 WA 940N WA 1069 q0. WA 1320Th. WA 10220m 1327 Ne 1040100. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THERODUCT REVISBD ANCHOR CAPACITY TABLE. 001 ptTln9 wkb the FIGURE 1: u11d10gGxN�}/j� TABLE NOTES: No y'e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Ir111 WPre ctCo•t191 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS 18 ALLOWABLE. \111111/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. '125' �� ON•( LYNN HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • • • 30' \,\CENSE FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q-•' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260' ' No.50%05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GSD,WOOD SHALL BE PRESSURE-TREATED - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF.126' -U •.�P` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30.BAY ••, ((//)S LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ;C�•. ST 713�t (�\ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY SE STEEL,18.8 S.S.OR 410 S.S. �`s'•.F<ORIOP,:''G\\>'; ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. �/� `s G�vn�. A.LfNNIflAILP.E. FL P.E.#58706 . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . . ... . . . . ... TABLE 18A 9p Mullion Capselty T419 sme • •• • • •• • IAA Opening th(formd ly<parinpmUlora)•rOBeninpFyi (tor mntal M mil ) Go- -� 501n s0 in 701n go in I • • 4100 in• • 1206 • 1401n 1601n RocleeWW TrWMrp. Reownpully Trep✓1Mn9. Pwtm9ulr TW MAN. Reoult9der Tm"n9. Rectrgdr Thp mwV. Woten uin. T en0. RectengAer TrepMwo Reotmgulr Trplmww p 6126"46 Lodng Loadn9 Lowing lmdn0 Losdnp Lmdng Ladn9 L0edn9 Lo AV Losdn9 Lodn9 Lodn9 ladnp LodnO Lowing Lmdn9 Loedrn Losdn9 �Y BAYMULL � � � � g � • 114, • 1 • � 1 1� 6� � fAm IL 1 1111111 11 11 11 Z N 421. 170.0 620 170.0 435 170.0 744 170.0 478 170,0 666 170.0 608 170.0 992 170,0 510 170.0 1116 .0 Y3 1 .0 1 17.0 I As 1 170.0 621 170.0 1735 170.0 621 100.8 1871 170.0 521 0 W W 481n 170.0 In 70.0 524 170.0 850 170.0 63 170.0 902 170.0 030 170.0 1133 170.0 001 170.0 1276 170.0 677 170.0 1417 170.0 680 183.7 1837 170.0 B60 110.7 1037 170.0 080 122A 1837 170.0 880 _ 50.025 in 170.0 70.0 883 170.0 896 170.0 034 170.0 1016 170.0 e8/ 170.0 1195 170.0 723 170.0 136 170.0 747 170.0 1404 !170.0 750 147.1 1652 170.0 766 126.1 1652 170.0 766 110.4 1662 170.0 750 W �� 0 64 In 170.0 70,0 612 170.0 056 170.0 WI 170.0 1118 170.0 764 170,0 1276 170.0 003 170.0 1434 170.0 837 166.2 1455 170.0 656 120.3 1155 170.0 001 110.0 1465 170.0 661 07.0 1465 170.0 861 M ~ 801n 170.0 70.0 701 170.0 1003 170.0 707 170.0 1240 170.0 870 161.1 1309 170.0 944 139.7 1309 170.0 996 126.7 1909 163.5 998 104.8 1309 161.1 002 69.8 1309 167.1 903 78.8 1309 157.1 982 J Win 170.0 170.0 745 170.0 1118 170.0 660 182.9 1247 170,0 940 142.5 1247 164.6 963 120.7 1247 152.6 966 114.0 1247 144.3 052 95.0 1247 138,2 WO 81.4 1247 136.7 935 71.3 1247 135.7 995 85 in 170.0 170.0 789 170.0 1169 170.0 033 148.4 1100 163.7 086 120.9 1100 147.9 016 115A 1190 130.5 028 103.9 1100 120.4 014 e0.6 1190 1185 090 742 1190 118.1 603 84.9 1190 11a.1 603 Z 1. J £b 721, 181.0 189.8 877 13.7 1010 fM.6 66B 116.4 7010 1272 e42 101.0 1010 714.7 02B 60.8 IOtO 105. 817 e0.6 1010 90A 807 67.3 1010 00.0 795 67.7 1010 87.8 790 608 1010 81.7 709 ? Z 'pm3 70 h IVA 143.6 792 114.6 906 122.0 776 03.1 008 107.1 761 a5.9 900 03.2 749 70.3 900 03.2 73S 60.7 900 03.3 720 57.3 906 74.7 716 49.1 908 71.2 710 42.0 900 70.0 708 i 701n 127.1 132.5 761 103.9 681 112.5 738 00.8 601 988 725 79.4 061 88.6 713 70.6 001 81.0 703 03.0 051 75A 604 03.0 801 06.1 001 45.4 861 04.5 676 30.7 881 03.7 672 901n 82.7 86.4 574 689 60 12.1 604 60.1 816 82.9 554 51.7 840 60.1 540 46.0 016 50.9 037 41.4 816 47.0 530 3.6 610 41.5 610 20.6 840 38.2 611 25.0 010 38.6 607 Q m ei0 98 In 08.2 70.1 606 68.8 6e8 69.1 400 M.7 606 61A 491 42.0 SOB 10.0 IW 37A 606 41A p6 3.1 666 30.1 470 281 600 WA 459 24.3 666 30,6 462 27.3 686 28.7 447 10B in 47.9 46A 403 3A 449 41.2 899 342 449 35.7 303 29.0 449 31.7 367 20.0 449 25.0 382 239 449 20.1 377 20.0 449 22.7 388 17.1 HO 20.4 8B1 16.0 149 169 350 rLU y III In 44.1 46.0 365 30.8 425 a7.0 379 31.6 426 32,637327.601201n 34.0 36.5 331 20.1 304 20.8 326 24.0 364 76.6 321 21.6 301 22.8 817 19A 3M 208 913 17.6 964 181 ao9 QO1441n 202 20A 233 Ie.B 203 17.1 230 CL TABLE 166 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnohorCa Tablebs ANCHORCAP.,,',,,,M, 8 subst*tw 2.71,CM19te 7.51,cow. "aw u web CMU P 4Nooa Msul (DP,)X( )o ANCHOR CAP.,,, 6/16•Ebo 114'aS Ebo 5110•Eloo 1w•SS Ebo #10 steel 012 Steel 612 6ted Anchor Clip Paltems Anow Type: YIS'EbUltn o oco 114'Ebo Ultmon 3118'Elm Ultmon 1w•Ewe Ullman Ulbeoon A99rOelo t0ueeon A9pnOetor acres(05)sow 076) 8""(0) USE THIS FORMULA TO OBTAIN THE"ANCHOR o9e Ouunoe(ink 1• 2.120 1' 2.117 sire• 1• 2.1n• r 2-I rs• r 3.itr r 0.48• 0.54• 9.324• CAPACITY REQUIRED'CORRESPONDING TO AN E E D.k1m:gnk Ia14' 1-914• taw• 1-Y4- r 1414• 1.14' 1-iw• t•IN• 1-U4• t-1w 2• tyr 1x18• tadee ACTUAL PRESSURE REQUIREMENT FOR THE Iw* 6'Min, 6 / .1 300161 bs 890103 1700103 270I* 2BOIbs 354120 740 ne 3741* 72011* 90lb. 31 Ne 4121* 68obe OPENING,WHEN IT 13 LOWER THAN THE MULLION m (2) M b k 4 Anohm 4 3.6•Min O.C.1(2)2x5 A"CUP (F19.2k 7801* 7W 1bs 1901* 1070 i* 2620 I* 64o 1* 6001* WA 1120 6• 745 Ms 8001* TM The 0B2 M 8561* 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchor Q 2.71'Min O.C.1(2)215 A / .3k 11201* 11201* 9601* 21401* 22541* WA 8401* WA 1 10591* WA 13201* WA 10221* 13271* 18201* I MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. complying with the Flor144 FIGURE 1: 8u04tng Ccd9 .e O TABLE NOTES: A*COP 0T10 f 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. M ,Produce 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: \\\1 t t 1 111 J J 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. \\`v,�pN........... 74�.F. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125' 45' "OGENSt '• P i�- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. P •..yF N0.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED Q, • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' 'O ', q! I THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 46•BAY - STA2TC FS �Vw'z LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION 'O'� '•,,•F(OR1pP.. \� • • THE MATERIAL,010 6#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ;��5 •• �G,� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 111S��NAL �� A.LLER,P.E. FL P,E.#58706 • ... ... .. .. . . . .. .. . . • . . . . . . . . . . ... . . . . ... I- 0 0^-1 f^-1.25o•-i • • • • • g : •� 100• r: . . . Ni --� 1.000' --j 1.000' (-- • ••• ••• • • ••• .125' o 12b' gig 2.750" 2.7b0' .125' 3.126" ' 3.188' �+ .126' .125" 2.000' 2.000' • • • •• ••• • 2.118" N • • • • • • • • • .265" a m • • • •• .125' � N� L 125' L �0� •• • r .375' -3776' • --�• • • ••• • - 7' I -T I • I .800' 1 VX 2'X.125'MULLION i'X 2'X.375'MULLION VX 2.75X.375*MULLION V X 2.75'X.850'MULLION 1'X 3.126'X.5'MULLION 1.25'X 3.188'X.26Y MULLION 1.26'X 2.11"X.126'MULLION _ 8063-TB ALUM. 6083•T6 ALUM. 6063-T6 ALUM. 6083-TO ALUM. 6083-TO ALUM. 0083-76 ALUM. 8083-TBALUM. Q U) XSECTION XSECTION XSECTION X-SECTION XSECTION XSECTION XSECTION LU (0 Q 0 }y I--.126' }^{x.126' �•i 1--.125- y Ir TABLE A z W ii e STANDARD CLIP I I 2X5 ANGLE CLIP ? 3 5053-T6 ALUM. 06346 ALUM. Dimendon Value(in) For Mullion: ? LLJ 2.000' I 2.125" 2.000" A 1.626 -j D Z X•6ECTK)N XSECTION U-CLIP 1"X2"X.126' Q 7 .4 I 1 6063-TB ALUM. •125' B 2.854 H U .125• X-SECTION Aluminum p C 0 W5 Tube Mullion T D 0.740 .125" I I 5) 8 --I.740"1-- B 2.404 1'X2"X.375" '4 0 Y Aluminum N N 6.500" CUTNERETO .376' 5.000' C 0.936 TubeMuillon U Q .376" 3.125'--^{_CREATE F-CLP,SEE MIN. O 0 MIN. DETAIL F,SHEET .376'MIN. AD 0.�6 4. is .338•MIN. r-------- r--------1 B 3.000 1"X2.75"X I I I I I A I U-CLIP A f---------1 L-------� 6063-To ALUM. `- ---"----`-'-------' 2X6 ANGLE CLIP C 0.767 .375AIuminum TOPVIEW 6063-TO ALUM. D 1.118 Tube Mullion TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 8083.78 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1'312 1'X2.75'X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16'. B 3.000 .860" SHEETS SA7 FOR THE ANCHOR O.C. ---WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY,SEE C 0.475 Aluminum DIAMETER:ANCHOR DIAMETER+1/18. SHEETS 6-17 FOR THE D 0.838 ��Mullion ANCHOR O.C. TABLE B RODUC7RUVISBD DISTANCE.MAXIMUM POT Pa It# A 2.000 1'X3.126'X auuap1y16y wtul Ube Nludda 5.500' .376' ANCHOR HOLE Mull Dimension(sheet#) B 2.637 undlag pdc DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Cllp Angle Cllp .600'Alum No- .375' o .375" MIN. DIAMETER+i/16' C 0-� Tube Mull I ab MIN.. 1"X2"X.125"(5) 88806 888119M 8881118M 888243M 888611M D 1.137 ____ ------ _____ 1"X2'X.376-(8) 888008 868114M 8881119M 888244M 888512M A 2.825 1 ade Produa Conud 1"X 2.76"X.376"(7) 68807 886116M 8881120M 888246M 888513M B 3.282 1,26'X 3.188• X.286"Alum 1"X2.75"X.660"(8) 88808 888118M 6681121M ON246M NW14M C 0.882 Tube Mull ��� y LYNN - ---, I B D 1.782 D 1"X3.125"X.500"(9) 86637M 8881118M 88B1114M 888242M 888516M �� UpENS •� p �� I 1.28'X2.11' P v i 1.25'X3.188"X.285"(12) 66841M 6861117M 6881113M SW241M 886818M A 1.813 .121•Alum �' 1.25'X 2.11"X.126"(18) 69370 NIA NIA WA 668617M Tube Mull ` No.58705 OFFSET CLIP G 0 NOTES: -'O •, 6003-TO ALUM. = •' •�F •�� .126' I TOPVIEW - ST TE OF <L/. 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T F P,.''G\� .740'-f--}-1 •. COR1." 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS a ANCHOR O.C.DISTANCE. \ '//A iNNN MWu R P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E•#58706 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1.OD0" i.o00' f- 1.062'-1� 1�p 083' .385 ••• rr •• •� ••• ••� ft4s• • .O6Y • • • • • • • • • 125' -�{t---.125' �' 4' • • • • q 082' • I • • • • • ,438+ • I ••• ••• ••• ' �o 4.000" •125' gg 4.000" 4.000' 2.625" 2.000" 6063.16 ALUM. I 2.125" 2X5 ANGLE CLIP 1 U-CLIP 2.000' XSECTION 9063•ECTIONALUM. •I- .. • • •• ••• I I t 6�SECTION 3-TO ALUM. X-SECTION .125" N CO .125" .125" • • • 126j • • N N} .0311 •• 8 • • • • • • • •,125 • O f�,- •• • • • • • ••• •• CENTER OF ANCHOR HOLE MUST LIE WITHIN THE � 126 .375" '155. 376" DASHED BOUNDARY.SEE SHEETS 6.20 FOR THE j 2 -T ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR ix N 1'X 4'X.126'I 1'X 4'X.370' i'X 4'X.376' T 5.500" HOLE DIAMETER:ANCHOR DIAMETER♦1116. N 1 W a O MULLION MULLION 'T'-MULLION CUf HERETO 375' N 6083-T8 ALUM. 6063-TB ALUM. 6063.78 ALUM. 3.126' •375" "I X-SECTION X-SECTION X-SECTION .376" y_CREATE F-CLIP,SEE -MIN. MIN. DETAIL F,SHEET 4 Z 1.260' .375' ...---------- N W W CENTER OF r-------- i .375' Lu tL r------I r------r i � MIN. � I I I ANCHOR HOLE 1.260' t211 I I I I t n• Z I I I I MusDLIEAS WITED i I J ems„ I I I I I THE GASHED � 1 i I I F BOUNDARY.SEE r8 --- I} _-- SHEETS 6.20 FOR 2.875 i I I I F THE ANCHOR O.C. 3.94" i i 1 i i F I DISTANCE ZO S2 52 3.250' 3. I I I I ANCHOR HOLE I , J to 52 I I I I I DIAMETER: I .100' 00" 1 I I I ANCHOR I I )'" .100' L ------J L- ------------J U Q I ------J DIAMETER,1116' r--------- Q g$� O�,VO0� 2X6 ANGLE .100" 6063•BALUMP .�g ��"' 4' 624' STANDARD CLIP U-CLIP E ---7 ' -t CENTER OF ANCHOR HOLE MUST LIE 8063-T6 ALUM. 6083-TB ALUM. TOPVIEW --1 .820' Ft- I -••i .820" I+- -�•I .820' F"-- WITHIN THE DASHED BOUNDARY,SEE TOPVIEW TOPVIEW 1.26'X 3.25"X.100' 1.26'X 3.26'X.624' 11.26'X 3.94'X.824* SHEETS 6-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. DISTANCE.MAXIMUM ANCHOR HOLE MULLION MULLION MULLION Dimension Value In For Mullion: Dimension Value(W)l For Mullion: 800STS ALUM. 6006-76 ALUM. 8005.76 ALUM. DIAMETER:ANCHOR DIAMETER•1118'. 3. F 1.936 i.25W'X3.2 X-SECTION X-SECTION XSECTION 0 1,000 ,126' G 0.600 X.824' H 2.660 Aluminum H 1.438 Aluminum "'877 �//''�`---3.468' b•�0" 3.000 Mullion 1 3.260 Tube Mulllen 2.681' .126" .3 N. ,375" F 3.187 1' 7 X F 2.625 1.26"X3." MIN. O 0.767 X4 F 1.128 X.824" EnVON ' I moo Aluminum H 1.500 Aluminum ve1iagcoIwWLlba�llrlde�+S 3.000 Tube 8'T I 3.250 Tubs Mullion YBdl�toDde 2250 1.29X3.26' F 2.613 30 ull °.126' I G 0750 X.100" F 2.876125' 45° 2.260" i I i I H 1500 Aluminum II 3.250 Tib•Mullbn 0 Pro un 0'tol I H 1 60' L 45'BAY MULLION I 3.260' I i i i TABLE D 30'BAYMULL6083-TB ALUM. __--- II POT Part ItMull Dlmenelon �� N`( 1. NMA��8063-TB ALUXSECTION �- -----J (ehael M) Mullion Std.Clip Ofrwt Cllp UCllp Anplo 011p \ �"`. \CENSC•XSECTIOI 1-X4"X.128'(10) 89384 36811/M 6681122M SM41M 888518MIG OFFSET CLIP = �'i' No.58705 .125' 5083.78 ALUM, i'X4"X.379(11) 88810 688112M 0011123M 680242M 8116519M .228"J 1-.981-.4 .226' ,981-4 TOPVIEW t'X4'X.376"T(71) 88863 688112M OW1123M 688242M 688619M - -�1c NOTES: 740' � 1.29 X3.29 X.100'(13) 20180 8831127M 6881124M 8682410M 8886716M 1/ � 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.26"X3.29 X.824'(14) 20181 ONI128M NOI125M SOVA11M $$W116M ',gyp'•, S ATE F 1.29X3.94+X.024'(16) 20162 W1117M GNI126M 666241M 838617M ��.•'•.,FCORIOP'r'•G.��: 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 83849 WA WA I WA 61106110M 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 Deproe(20) emu WA WA WA BB85111M A.LYNt(IIMItLk ,P.E. FL P.E.#58705 • ... .•. . . . . . . . . . . . . ... . . . . ... TABLE • ••• • • • ••• Mull Dimension POT Part III • • • •• • • rt •• • f • • • • • • -.129'• (sheet#) Mullion Std.Clip U-Clip Angle Clip r •126' • • • • • • -I f�.125' � • • • • • 2"X4'X.25-(18) 68802 888261M 688271M 8885112M • • •• • • • • • Ir ct F 2"X8"X.25"(17) 88804 888282M 888272M 8888113M STANDARD CLIP U•CLIP I 2X6 ANGLE CLIP 4 9x34 8083-TB ALUM. 8063.78 ALUM. 8083.76 ALUM, o Y 2.000' XSECTION 2.126' I XSECTION 2.000• XSECTION d NOTES: •• • • • I•• •• I LO N .125a • • • • • 1.6' L .125' N m 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING • ••• • • • i M DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • • • • •I F 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE •• • • • fl---•1 4__" I•• W HOLE LOCATIONS. 1.480• �Nr�+ 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. J W co CUT HERE TO 5.000' _375' W 0 3.500" ''� CREATE F-CLIP, .{y. p 2'000" .375" _SEE DETAIL F, .375' - .376" I MIN. m Z o MIN. BHEET4 MIN. O -------------- --------i -- -- ------------T z W a D$R Z 4.000" �- -I-- --- --I- 3.438" -+ 3.438' 9.---}-_------I U .26D"- 2"X 4"X.25' I I I a 0 MULLION 3.438' I i 8083-T6 ALUM. I I I I f•' yp O X-SECTION I I I .375' N Z$ d L- ----------I--- -------� L---------------------i MIN. -- -- N �- STANDARD CLIP 2X5 ANGLE CLIP U = Q U•CLIP,8083.76 ALUM. Q '2 Q CENTER OF ANCHOR HOLE MUST LIE 806378 ALUM. _$ED FOR 2'X 4'MULLION,BHEET 18 CENTER OF ANCHOR HOLE MUST LIE 8063.78 ALUM. 4 250' DISTANCE.MAXIMUM ANCHOR HOLE WITHIN THE DASHED BOUNDARY. E TOPVIEW CENTER OF ANCHOR HOLE MUST LIE EETS 5-20 FOR THE ANCHOR D.C. TOPVIEW SHEETDISTANCE. AXIMUM ANCHOR HOWITHIN THE DASHED BOUNDARY.LE TOPVIEW DIAMETER:ANCHOR DIAMETER 11187. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/161. SHEET$b-20 FOR THE ANCHOR O.C. 5.600" DISTANCE.MAXIMUM ANCHOR HOLE -y CUT HERETO DIAMETER:ANCHOR DIAMETER+1/18'. 6.000'--moi .376' ---3.b00"----- 1 CREATE F-CLIP' .375" SEE DETAIL F, I .375' MIN. r-SHEET4 MIN. ~MIN. .376' I I I I I 0'"rith.61,Fluid&owe I I_ 4.888" 6.438' .2501 6.000" -I - -T--- - I 4 r - ------------ -I \A 11 I I!1 I/ I I 6.438' S• " I I 2 X6'X.25' I I I ��� '� .•'�\CENSE •',F.Q MULLION I I I I I I �••• 6063-T6 ALUM. I I I I sr: X-SECTION No.58705 I j i .375' `-------- ------------ -- -- ----- ----- L MIN. - Q'C ATE OF STANDARD CLIP U-CLIP 2X6 ANGLE CLIP 'i��S'•.F/•,ORlO?;••''�� . 11 260' 80TOP VIEW USED FOR 2'X W MULLION,SHEET 17 3-T6 ALUM. BOTOPVIEWM ',���iS�dNA�--�C ` TOPVIEW A.LYNN MILLkIk,P.E, FL P.E.#68705 • ... .•. .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL ,,FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1M'.THE OPENING REQUIRES A DESIGN PRESSURE OF*80.0%80.0 PSF. NO ANCHORS 8i HEAD 1)INITIALLY ASSUMING THAT A V WIDE DILL j(,)N TABLE,j MULLION LENGTH 19 72'PMD11E OPENING WIDTH IS 321+32+1"-W'.REFERENCING SHEET 25,THE COLUMN USING 0 --- RECTANGULAR LOADING MUST BE USE S N TH'p NO �S FORk LLIOMTHATQS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED x DESIGN PRESSURE OF+80.0/-80.0 PSF.IOITHG TABLE pOE NOT OW TU T Slo,US"E NEXT LARGER SIZE AVAILABLE. E' < SEE 8EE FROM TABLE 3A,SHEET 7,THE V X 2.75'X%75'MUVLtON(LENS71111=72{,C@ENING 95Tji=S0;MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCT'S SHEETS APPROVAL 2.3 FROM TABLE 4A,SHEET 8,THE 1'X 2.75"X.850'MULLION(LENGTH•721,OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE LID 72' OPENING AND MAY BE USED IN THIS APPLICAT".WTEJHE ANCHOFi06APACI=Y•REQUIRED OF 636 LBS, M MULLION • f • • • • m LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,NJCMORQYIANiITYfdJ�CL f T1:F�RECA D FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X6 4 4 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACRY OF 886 LBB.TI,"GH Efir ER ON CGULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. ' 04 �/ DErals, 3)VERIFY THE DESIGN PRESSURE OF THE FtftTR*rico PRODUC,TSUSSD VMIMiHISkWLLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL sss�777j{{t SHEEr3 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _ 2J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. D) EXAMPLE, REQUIRED �IIJ O NO ANCHORS IN WINDOW SILL THEHANCHOR CAPAC TY ADJUSTMENT FORMULACOU D HAVE BEEN U ED O CALCAPACITYLL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR IN CULATE HE ANCHOR CAPACITY REQUIRED FOR THE EXACT D SIGN PRESSURE OFF 600PSF8 LBS.ALTERNATIVELY, m F 3Z` 32 --1 MULL WIDTH 838 LBS (80 PSF)X( )=b24.9 LBS (MAYBE USED TO QUALIFY#10 SYEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF 2 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMB$AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A Z DESIGN PRESSURE OF+50.0/55.0 PSF. r e�- FOR THE VERTICAL MULLION: Z 3 O� O 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,HE MULLION LENGTH IS 32'+72'+11•105"AND THE OPENING WIDTH IS 36"+36'+1"=73'.REFERENCING SHEET 25, Q THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8'AND WILL o EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J g tl MULL WIDTH AND FROM TABLE 3A,SHEET 7,THE 1'X 2.76'X.375'MULLION(LENGTH•108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER HE DESIGN PRESSURE IS+1.15.1 PSF 0. U) N AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q O O FROM TABLE 12A,SHEET 18,THE 2'X 4'X.260'MULLION(LENGTH=108',OPENING WIDTH=8n HAS A DESIGN PRESSURE OF+1-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS d 12 SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE HE ANCHOR CAPACITY REQUIRED OF 971 LBS. $ � r DETAILS, ap ATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,HE ADJUSTED OPENING WIDTH IS 36'+38'+2'=74",NOT 73"AS PREVIOUSLY CTS 2a ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICAS�E FOR THE ADJUSTED OPENING.ALTERNATIVELY,HE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL', �- THE 73"DIMENSION(36.1@'+35.112'+2"=73). i 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERfICAL MULLION` - `- USING THE STANDARD CLIP WITH(8)3H0'ULTRAC M ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 L83 WHICH IS GREATER,AND LENGTH DETAILS. DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. a OPENING SHEETS 2.3 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250"MULLION,IN.THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR ODUCT RBVISSD HORIZ. MULLION TYPE COUD.BE CHOSEN. • wn�plyllpvHWlLe MuuioN 72 1)THE MULLION LENGTH IS 30'AND THE OPENING HEIGHT IS 32'+72�+2"=106.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE ubdloy OuN A �. USED.FROM TABLE 12A,SHEET 18,THE 2'X 4"X.260'MULLION(*LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE •i /ZD REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPyICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS, oerAEis. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' AM a ucl 0001 SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 0'!CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2a (4)3/10"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH I$GREATER,AND THEREFORE SUITABLE,FOR HE REQUIRED 11 I 1111 ANCHOR CAPACITY OF 621 LBS. \���ON"( LYNN _ 38`,HORIZ. 38',HORIZ. .—.1 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U•CLIP SHOWS THE ANCHOR ���••'�•\CENSE F•P ��i MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATEk,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. 1 N0.58705 _ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; �'SLil +1-170.0 PSF FROM HE 38"HORIZONTAL MULLION ATTACHING TO CMU; 1 ATE OF �yl[/; +1.170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). %�O ' THE LOWEST DESIGN PRESSURE 13+1.84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. •,F(ORIOP•' VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH TH18 MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATIONS�ONN- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAN WIIUEPP�.P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 . . ... . • . ... .. .. . . . .. .. . • • . . . . . . • . • ••• . . . ... • . . . ... EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: • • • • • $ 7' • • PW � PW 117 1 AY I b J I � a I • (n N SHIDH SHr/DH SWDH SH/OH •• • PW PW O N co • LLWl I / J oo o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION y SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED j DOOR 1 SOD Z �'• 3 _____ LOADING OF VERTICAL MULLION ? N W PW I LOADING OF HORIZONTAL MULLION C SSS Z LOADING OF HORIZONTAL MULLION PW I ti PW PW ~ OZ g0 PW Z � g SH/DH SWDH SWOH SH/DH ' Q � Z O O � Awn,SHIDH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MILLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION pW PW E HR I 1 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL -- MULLION P HINGED DOOR PW PW I NOTES: RODUCTREVISED I complying wM Ne Florida 1)DRAWINGS ARE udding06do 1 RERESENTATIONS OF TYPICAL mpuvmNO 1 _ PW CONFIGURATIONS. PW _ CONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM Oougot oo i / / THOSESHOWN. r r j 2)IF THE LOADING TYPE CANNOT - ��\\ �(\.YIN. J / O� � i BE DETERMINED,USE �� � ,••' ENS •'•�F t V PW RECTANGULAR LOADING. �-IG F '• PW ` PW I r 3)SEE PRODUCTS'APPROVAL FOR "c No.58705 >c j ACTUAL ANCHOR LOCATIONS. f T r LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j `r a.-lt`r�S '•li�= �3 ATE OF a j %T '•.,FLORIDP.•'�q�� I LOADING OF VERTICAL LOADING OF HORIZONTAL .LYINM W\l \. MULLION MULLION A LYNN IL58 0 P.E. FL P.E.#68705 MIAMI-MADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY l 5 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION (7 15.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .miamidade,gov/pera/ PGT Industries 1070 Technology Drive s North Venice,FL 34275Py SCOPE: This NOA is being issued under the applicable rules and regulations g verni the use of cons - The documentation submitted has been reviewed and accepted by Miami-Dade County PERA -Product ontrol 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-780"Aluminum Sliding Glass Door(Reinforced/Non-Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. 8100-11, titled "Alton, Sliding Glass Door, Impact ",.sheets 1 through 23 of 23, dated 05/01/2007 with revision "B" dated 10/13/2011, prepared by PGT Industries, 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 and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# I1-1018.12 and consists of this page 1 and evidence pages E-I &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MlAriu COUNTY NOA No 12-0516.04 APPROVED�3 /` Expiration Date:August 02,2017 5 Approval Date: August 02,2012 '' Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under file##11-1018.12) 2. Drawing No. 8100-11,titled"Alum. Sliding Glass Door,Impact",sheets 1 through 23 of 23, dated 05/01/2007 with revision`B"dated 10/13/2011,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller B. TESTS (submitted under file## 11-1018.12) 1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum SGD, prepared by Architectural Testing, Inc., Test Report No. ATI-8124.01401-18, dated 11/13/2008, signed and sealed by Joseph A. Reed, P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL--5618, dated 06/21/2008, FTL-5619, dated 07/07/2008, FTL-5254, dated 05/17/2007 and FTL-5273, dated 05/07/2007 respectively, all signed and sealed by Carlos S. Rionda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT Industries, dated 11/26/2008, signed and sealed by Lucas A. Turner, P. E. (Original submitted under files# 11-1018.12/#08-I202.11) 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours& Co., Inc. for their"DuPont Sentry Glass® interlayer",expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite®PVB Interlayer", expiring.on 12/11/2016. 3. Notice of Acceptance No. 114325.05 issued to Solutia Inc. for their"Saflex and Vanceva clear and color interlayers",expiring on 05/21/16. 4. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their"Vanceva Composites Glass Interlayer", expiring on 12/11/13 Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No 12-0516.04 Expiration Date: August 02,2017 Approval Date: August 02,2012 E- 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 05/14/12, signed and sealed by Lyn Miller,P.E. 2. Statement letter issued by PGT, dated 05/14/12,"Renewal with no change"signed and sealed by Lyn Miller, P.E. 3. Statement letter of conformance and compliance with the FBC-2007 and FBC-2010, dated 10/14/2011, signed and sealed by Anthony Lynn Miller, P. E. (submitted under file # 11-1018.12) 4. Statement letter of no financial interest, dated 10/14/2011, signed and sealed by Anthony Lynn Miller,P. E.(submitted under file #11-1018.12) 5. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15- 27.001 of the FBPE, dated 10/07/2011 signed and sealed by Anthony Lynn Miller, P. E. (submitted under file## 11-1018.12) 6. Statement letter of no financial interest, conformance and compliance with the FBC- 2007,dated 11/26/2008, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08-1202.11) 7. Lab compliance as part of the above referenced test reports. G. OTHER 1. This NOA renews NOA# 11-1018.12,expiring on August 02, 2012. 2. Test proposal #07-2583, dated 03/19/07 approved by BCCO. Jaime Product Control Section Supervisor NOA No 12-0516.04 Expiration Date:August 02,2017 Approval Date: August 02,2012 E-2 GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1.GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) ® GLASS STRENGTHS- T-TEMPERED 1$-HEAT STRENGTHED A-ANNEALED INTERLAYER TYPES- SGP a .090 DUPONT SENTRY CLAS PLUS SVS-.075 SOLUTIA VANCEVA STORM OBPVB-.090 DUPONT BUTACITE PVB SSPVB=.090 SOLURIA SAFLEX PVB 1.3.7/16"LAMI:(1)LITE OF 9M8"A GLASS AND(1)LITE OF 311W 12 GLZ8 W/AN.090 SOP OR.075 SVS INTERLAYER. 2,4-7/18"LAMI:(2)LITES OF 3h8"k&GLASS WITH AN.090 SOP OR.076 OVS INTERLAYER. 6,6-7/18"LAMI:(1)LITE OF 9/18"A GLASS AND(1)LITE OF 3118"M GLASS W/AN.090 pBM ORP86 VB INTERLAYER. 7,9-9118"LAMI:(1)LITE OF 1/4"A GLASS AND(1)LITE OF 1/4"it GLASS W/AN.090 SWOR.076 M INTERLAYER. 8,10-9/18"LAMI:(2)LITES OF 1/4"to GLASS W/AN.090•SOP OR.076 SV8 INTERLAYER. 11.12-9118"LAMI:(1)LITE OF 1/4"A GLASS AND(1)LITE OF 1141 M,$GLASS W/AN.090 DBRsVS OR SWO INTERLAYER. 13.16.,1 1/18"LAMI I.G.3/18"Z EXT.CAP+3/8"AIR SPACE+7118"LAMI:(1)LITE OF 3118"A GLASS AND(1)LITE OF 3/16"FLS,GLASS W/AN.090 SOP OR.076 OVS INTERLAYER. 14,10-1 " (I I.G.WWI EXT:CAP+9/S"A6t SPACE+7h8"LAMI:(2)LITES OF 3/16" HS GLASS W/AN.M SGP OR.076=INTERLAYER NOA DRAWING MAP 17,18-1 1118"LAMI I.G.9/16"TEXT.CAP+316"AIR SPACE+7118"LAMI:(1)LITE OF 3118"A GLASS AND(1)LITE OF 3118"kM¢GLASS WI AN.090 0017W OR tOM INTERLAYER. SHEET 19.21-1 1/,18"LAMI I.G.3/1&'I EXT,CAP+611W AIR SPACE+9h6"LAMI:(1)LITE OF 1/4"A GLASS AND(1)LITE OF 1/4" RMB GLASS WI AN.090 SGP OR.076 M INTERLAYER. 20,22-1 1h8"LAMI I.G.3118"I EXT.CAP+6118"AIR SPACE+9118"LAMI:(2)LITES OF 1/4"IS GLASS W/AN.090 S�.OR.076 SVS INTERLAYER. GENERAL ETAILSOTES............1 23.24-1 1 G 8118"T EXT.CAP+IN18"AIR SPACE+9/18"LAMI:(1)LITE OF 1/4"A GLASS AND(1)LITE OF 1/4"H8 GLASS W/AN.090,�VQOR 88PV8,INTERLAYER. GLAZING DETAILS...........2-11 -113 25,27.1 8" .1/4"1 EXT.CAP+8h8"AIR SPACE+7h8"LAMI:(1)LITE OF Sh6"A GLASS AND(1)LITE OF 31W HHS GLASS W/AN.080 SOP OR.076 M2 INTERLAYER. ANCHORAGE............... ....4.9 28,28-1 1/18"LAMI I.%1/4" EXT.CAP+5h8"AIR SPACE+7/18"LAMI:(2)LITES OF 3/18" GLASS W/AN.090 OP OR.078 W INTERLAYER. ELEDESIGN PRESSURES 4-9 � � ELEVATIONS...»................14 28,80.1 the"LAMI I.G.1/4"1 EXT.CAP+6/18"AIR SPACE+7h8"LAMI:(1)LITE OF BMW A GLASS AND(1)LITE OF 3/18 IS GLASS W/AN.080 DBPVB OR§�INTERLAYER.CONFIGURATIONS...........1416 91.93-1 1(18"LAMI I.O.1/4"T EXT.CAP+1/4"AIR SPACE+9116"LAMI:(1)LITE OF 114"A GLASS AND(1)LITE OF 1/4"&GLASS W/AN A90 Ag OR.075 M INTERLAYER, VERT.SECTIONS..............16-17 32,34-1 7h8"1�j1 I O.1/4"I EXT.CAP+1F4"AIR SPACE+9/16"LAMI:(2)LITES OF 1/4"UA GLASS W/AN.090§�OR.076 VS INTERLAYFR HORIt BECTbNB:......... 18,20 36,98-1 1f 18"U1MI I.G..G114"T EXT.CAP+114'AIR SPACE+9118"LAMI:(1)LITE OF 114"A GLASS AND(1)LITE OF 1M"HS GLASS W/AN.090 DBPVB OR AVB INTERLAYER. PARTS LIST............ ....21 2.DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 190D42 •"". EXTRUSIONS.................»22-23 S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. S.ANCHORAGE:THE 381/396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEER.SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4 THROUGH 13. 4.SHUTTERS ARE NOT REQUIRED. 5.INSTALLATION SCREWS,FRAME AND PANED.OORNERS SEALED WITH NARROW JOINT SEALANT. 6.REFERENCES:TEST REPORTS FTL-6264,FTL-MM, FTL-6818,FTL-W19,AT41241.01401-18.81 ELCO TEXTRON NOA:07-0426A1,03.0228.06,ANSUAFS PA NDS-2006 FOR WOOD CONOTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL lff�- � 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH ode VELOCITY HURRICANE ZONE(HVHZ} 8.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE,AS APPLICABLE ® * 9.CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 4 TRACKS BY 10 FT.(120')HIGH WITH A MAXIMUM OF EIGHT 5 FT.NOMINAL WIDE DOOR PANELS. INSIDE OR OUTSIDE CORNER DOORS-MAXIMUM OF 4 TRACKS BY 10 FT.(120")HIGH WITH A MAXIMUM OF FOUR 5 FT.PANELS EACH SIDE OF CORNER. SEE EXAMPLE ELEVATIONS,SHT.13 AND PANEL CONFIGURATIONS SHT.14. m comgYMs with me Vl�id. g, N 4t•lot X XO.OX,XX OXO,OXX,O)m XXX OXXO,XXXO,OXXX,XXXX OXXXO.XXXXO.OXXXX,XXXXX jiiiiui Ult Oxxxxo.Xxx"O,oio=x 1))00=0,XXxxxxo,oxxxxxx,xxxxxxx O)OOO CO,XXXXX XO.0)000OOO(.)OOOOO= 1070r ooro GENERAL NOTES AND MAP '%p0,�'•..FLOW P���?�: J»l WWI '61 FecaotoCDOB[WMAiGe NOWAKnNM *"" �'�FSSIONP��•�, '* �vreenoie�.,wnsiarMwoPrror�e nwreexures roocowaaaW Poi ALUM.SLIDING GLASS D00,•NR IMPACT � „� NpfOMl9,n s.� 1R l+B~ 81+A7B0 NTS 1 w 23 8100-11, B A LYPNW BAR P.2. F.K. N1N7 f G )OODD/g7 EXTERIOR LUMIOR 3/18"HS GLASS 3/18"HH$GLASS ®.000 SGP OR 07 SVS .090 DBPVB.SWNS SOP OR,m SVS 3/18°HS GLASS 3118"6 GLASS 7110"NOM. 7/1 0"NOM. 47 47 W NOM. ,88"NOM. GLASS GLASS ®28 OR 44 BITE ®28 OR 44 SITE 55 55 26 26 A. ® 7/16"LAMI GLASS TYPES 2&4 7/16"LAMI GLASS TYPES 1,3,5&6 ®GLAZING TYPE OPTIONS KEYS'(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS- T e TEMPERED HS m HEAT STRENGTNED A e ANNEALED INTERLAYER TYPES- SGP- .090 DUPONT SENTRY ELAS PLUS M..075 SOLUTIA VANCEVA STORM DBPVB:.090 DUPONT BUTACITE PVS SSPVS■.090 SOLUTE►SAFLEX PVSgywl�� AewN..es Nr/2.O / /! wN � EXTERIOR (TERIOR 1M°MS GLAMSS 1/4"IR GLASS .090 SGP OR 0,L76 SVS .090 D8PVB,WWVII NEOR.075 SVS 1/4"IN GLASS 114°A GLASS OHS"NOM. 9/ir NOM. 47 47 PRODUCT REVISED w complylns w0IA9 I+lailds .W NOM. W_.NOM. Aaeepana No mL� GLASS GLASS ®28 OR 44 SITE ®28 OR 44 BITE55 55 „IIIA 26 26 a� .�NN Mr<<FR.,, `� `�A.`�CENSF *:i ®9/16"LAMI GLASS TYPES 8&10 ®9/16"LAMI GLASS TYPES 7,9, 11 &12 '* �► *°5 rr 9Q1113Ht a NO CHANGETH188HEEr w7amcrwoLaoroRn� GLAZINGDETA/LS mrrveAAVaWwwOLvrWORrAM —----- — K ,esw n 9v7relnyeR voepxu>a ALUM.SLIDING GLASS DOOR-IMPACT...___....... . .... . iSit.O, i1�1f�PAL _. . __...... VAW AVXOWV.PL 39274 VjWyl,ga�p�,. aI,"lra., 9wln ar,ea7AM xw. A.LYNN MILER,P.E. ........-. _ FX MA97 Ld Jotoara7 swm 9x 2 +23 8100-99 a P.E*OM OU IDE OUTSIDE 3/18"HS GLASS 3/16'HS GLASS ®.090 SGP OR. 7•g SVS .090 DBPVB.SSPVB.SGP ORS SVS 3/18°FLS GLASS 3/18"A GLASS 3/8"AIR SPACE 3/8"AIR SPACE 3/18"OR 11C I 3/18"OR 1/4'I 11/10*NOM. 1 1/18"NOM. 46 46 .85'NOM. .66"NOM. GLASS GLASS ®32 OR 42 BITE ®32 OR 42 BITE 55 55 ® 26 ® 26 1 1/16"LAMI I.G.TYPES 14 16 26&28 1 1/16"LAMI I.G.TYPES 13, 15, 17, 18,25,27,29&30 ® GL.Azwo TYPE OPTIONS KEYS:(GLASS RECIPES ARE FROM EXTSF OR TO INTERIOR) GLASS STRENGTHS- T■TEMPERED HS-HEAT STRENGTHED A e ANNEALED INTERLAYER TYPES- SGP o •O0 LXJPONT SENTRY GLAS PLUS SV8-.075 SOLUTIA VANCEVA STORM DSPVB-.090 DUPONT SUTACITE PVS SSPVB-.090 SOLUTIA SAFL.EX PVBw i7 wpb of pill" OUTBOE OUTSIDE 1/4'IHSGLASO 1/4'H. GLASS .090 M OR.075 8VS .090 Q Pte,SS'VB•SGPOR�SVS 1/4'HS GLASS 114'A GLASS 3/8"AIR SPACE 3/e"AIR SPACE 3M8.OR 1/4'I 3/18"OR 1M"I 11/18"NOM• 11/18"NOM. - 46 PRODUCT RBVIS6D as ylSuNiusodw1AiYmFlorida .86"NNOM. .88a. '10 /t ®32 OR 42 SITE ®32 OR 42 BITE 55 55 �N 26 26 LAMI I.G.TYPES 20&22 ®1 1/16"LAMI I.G.TYPES 19 21 23 24 31 33 35&36 *r No.58105 of g A "a��� � 4.7 1011:111 a NOCHANOErn�sal�e7 10'0' r LAMII.G.GLAZ/NG DETAILS _ ��'•. FLpR�o?•'C��; F �. .. AObfM67AMLQ"Y7N8'FV6A"06/b"f.AAN oerA6a. - .. A &f26a� ALUM.SLIDING GLASS DOOR IMPACT.......... FA 1"b67 A ANDS Aft YEp P.O.BQJl1621 f1 \\\ FK.URW r 1a VYOYIfN) NOh TO Vb'* 90D7I0 1X 3 M 238100-11 B A.LYP IL �P.E. i ev DESIGN PRESSURE AND ANCHORAGE-NO REINFORCEMENT-4112"OR 51/4"SILL(SEE NOTES BELOW FOR OTHER SILLS) TABLE 1. Laml 7/16 Ann7Heat w/SOP or SVS Interlayer >HEAD&SILL Qi&S)INTERLOCK&STRAIGHT&CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY.PER PANEL GLASS TYPES: 1 3 >JAMB ANCHOR QTY. >P-HOOK ANCHOR QTY.(SEE DETAIL SHT 13) DOOR HFJOHT (80) 102'(86) 108" 14" PANELNONL FRAME TABLE DIP WIDTH SLOE IZ `4 o! C4 (4 Ir C4 ` 94 � c i N C4 � s1 SILL HT.VS POS.DP eq DESIGN PRESS. + + +M.80 + + + POS. H&S C4+1 04+1 1 +1 I C4+1 G+1 1 7 4+1 +1 C4+1 C4+ C4+1 G+1 G+1 C4+1 1 G+1 G+1 G+1 C4+1 C40 G+1 SILL DESIGN Z4"(?A) a 8 8 8 9 0 9 0 1 10 0 1 4 4 4 4 4 4 8 6 6 6 5 6 6 g g 6 g 6 HEIGHT PRESSURE DE ION PRESS. + + + +W-00 +W-70 + - +M-70 + _ 16/8" N/A S T 4+1 9 +1 C4+1 C4+1 C4+1 1 G+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 +1 C4+1 G+1 G+1 1 C4+1 C4+1 G+130"(28) JAMB6 8 8 8 8 9 8 B 0 9 0 10 0 0 10 10 10 11 11 11 11 11 1 2914" +60.0 PSF 4 4 4 4 4 8 5 6 6 8 6 6 8 6 5 8 6 8 0 610 8 DE PRESS + + + + + 3 1/2" +73.3 PSF G+1 + + 411 1 C4+1 C4+1 4+ 1 04+1 +1 C4+1 C4+1 G+1 C4+1 + 1 + C8+1 C4+1 C6+1 38"(3M JAMB 8 8 8 8 9 8 8 10 9 10 10 10 10 90 0 11 11 11 19 11 11 4 1/2" +BOLO PSF P 4 4 5 4 4 5 6 b 5 8 6 6 5 6 8 6 g + + + + 6 1/4" +80.0 PSF �+_4_ +1 1 G+a G4+1 c4+1 + 1 1 c 2 +1 C4+1 G+2 G+1 G+1 1 + 1 + 4a"(SB)=JAMB 10 8 8 10 8 0 11 0 0 11 40 10 11 10 10 12 11 11 12 11 11 SEE NOTES 1$ 4 4 5 8 8 6 8 6 b 8 6 8 B 8 6 0 6 6 7 DESIGN P + + ♦ + + + C4+1 C4♦ + G+2 + +1 1 +1 1 C4+1 04+2 C4+1 04+ 2 G+ G+1 Mps me 48"(40) 10 8 8 11 11 9 8 1 9 0 11P-HOOK 4 4 6 4 4 86 S b 8 5 6 S 8 6 8 MISIOU.T RAWINI ro DESIGN P + + ILW61.8 alaana��IwINAe�brW H&S C4+2 C4+1 +9 1 05+2 04+1 t1 + 04+1104+1 8+ 2-0 6 64"(48) 8 8 0 9 9 flak IN= 4 4 4 8 6 6 8 5 6 6 PANELS OVER 48"WIDE NOT AVAILABLE OVER 98'HIGH DESIGPI + + a +5rw mw C4+2 +104+2104+1104+3104+21001104+3 +1 80'(50) is I lz 9 0 12 1 9 1 9 1 12 1 9 1 9 1 12 0 9 HO4 8 8 8 8 8 8 PRCOUCT REVIIOD wawhfdllaywbbibeP[arlda e it- 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2"OR 6114"SILL. OH LENGTHZO/j. 2.WHEN USING THE 2 3/4"SILL,POSITIVE DP IS 60 PSF MAX.AND WITH THE 91/2"SILL,POSITIVE PRESSURES 18 73.3 PSF MAX. r By (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.23/4'.3112",41/2'AND 5114"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 618"SILL IS NOT AND MUST ONLY OH LENGTH BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAYBE USED I I I I N N N WHEN THE DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM); OH ON HEIG14T THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. HEIGHT `�� pN`I LYNN 4f, 4.ANCHOR TYPES: 1.1/4"ELCO ULTRACON(FORMERLY TAPCON) 2.1/4`ELCO S34 CRETE FLEX 3.012 STEEL SCREW(06) EQUAL TO 1 ` �A•.•``CENSE'•eF•P 6.SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. LOR GREATER , 8.GLASS TYPE KEYS:(SEE NOTE 1,SHEET 1 FOR COMPLETE DESCRIPTIONS) 77755511 *:' No.58708 1,3.711W LAMA(PM-BS W/SGP OR V SEE NOTE 3 ® - a ll. d R '. Rll'qr1l •.=�W Ion IEONNaL00YORNeDPAND ANCHORAGE LAMI TABLE 7 :�`''..,RtoR�oP•:' .` �a✓9sv91 a No CHANGE rests srrFEr NDK 1_. Haan lf%ff ALU)LO 3lIDtNO(36A33 DOO IMPACT ,��'css;, ��� OPrABLEAND r.. .__... __._......�. ____._ .. PA tat07 AGO NOTE6 RE9.LLL&P4M.OP,O A;l60ANOAk0MV" P.Q BQK iafa a.yMs ww !I� LI NN f.K. d✓U07 ax. NO/fOM/d FL a1J71 Wilby'B.-r 8G07B0 NT$ 4 A.LYIWtl aR1�fi P.E, d 23 8100 11 B PAS 56705 DESIGN PRESSURE AND ANCHORAGE-NO REINFORCEMENT-41/2"OR S 1/4"SILL(SEE NOTES BELOW FOR OTHER SILLSI TABLE a. Laml 9M6 AnrNHeat w/SOP or SVS Interlayer >HEAD&SILL(H&S)INTERLOCK&STRAIGHT&CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY.PER PANEL GLASS TYPES: 7,9 ;-JAMB ANCHOR QTY. >P4400K ANCHOR QTY.(SEE DETAIL SHT.13) O 5 (80) 1 (88) 114" NOM. � � � c3 � � � � � �U+8 b k7LO 8 8 TABLE 2A. PANEL FRAMEWIDTH SIDE c3 e"( rr 14 " IZ 14 Of r C4 SILL Hi.V9 P08.DP DE IGN PRESS. + + + + POS. C4 7 +1 C4+1 Ch1 +1 C4+1 1 CA+1 ]zW-70 C4+1 Ch1 C4+9 G4+1 C4+1 Ch1 Ch1 C4+1 Ch C4+1 C4+1 1 SILL DESIGN JAMB 8 8 8 9 9 9 89 10 1 10 10 10 10 1 - 11 17 1 11 11 P- 4 4 4 4 4 8 5 5 6 8 6 6 b b 5 B 8 8 8 HEIGHT PRESSOR DE RES + + + + + 1 5/5" N/A C4+1 1 C4+1 C4+1 �C74+IC4+1 +1 Ch + C4+9 C4+1 04+1 C4+ Ch1 C4+1 04+1 C4+1 Ch30"(26) MB 8 8 B 8 9 9 9 9 10 1 10 1011 11 11 11 11 11 2 3/4" +50.0 PSF 4 4 4 4 5 6 6 5 5 6 8 6 5 5 8 8 6 DES PRESS. + + + + 31/2" +73.3 PSF C4+ 04+1 04+1 C4+1 1 +9 1 Ch C4+1 C4+1 h1 C4+1 C4+ C4+1 C4+1 CA+1 4+ 1 C4+1 1 1 CA+ 36"(30)1388. 8 8 8 9 8 8 9 9 9 1 9 9 10 10 0 10 10 70 11 11 11 11 19 it 4 1/2' +80.0 PSF 4 4 5 4 4 8 6 5 5 6 6 6 5 5 8 8 5 8 8 DESIGN + + + + 6114" +80.0 PSF + 2 Ch1 1 C4+2 Ch1 C4+1 Ch21 1 04+2 C4+1 Ch1 Ch2 Ch1 C4+1 C4+2 L12 42"(38) JAMB 0 9 9 11 9 9 11 10 10 11 0 O t1 1 12 1 111 1 111P 4 4 6 4 4 6 6 5 6 6 5 5 6 8 8 6 8 6 6 L8 7 DESIGN PRP-88. + + + + + 04+ +1 C4+2 C4+1 I C4+1 + 1 Ch1 C4+1 05+2 Ch1 Ch1 1 +1 2 +1 tt C4+1 1 C8+2 48"(40) ,AMB 10 8 11 8 8 12 9 9 12 9 10 12 0 1 14 11 11 4 4 5 4 5 5 8 5 6 7 5 6 65 1 6 1 7 8 6 I I 5 6 7 A@MA waaHwrod& DESIGN PRE . + + FAS C4+2 1 + 2ZC4+1 3 2 1 C6+9 •rN 2- .off W(40) B 11 8 9 12 3 14014 4 4 6 6 7 8 6 7 PANELS OVER 48"WIDE NOT AVAILABLE OVER 88"HIGH DE �J PRE + + + =P- 4 C4+1 1 05+3 2 +1 3 C4+2 1 05+3 a"(60) 9 10 13 9 1014 1 14 4 4 7 8 7 B 5 7 PRODUCT REVISED IN aaMNlne wbb aw p1mus BuMing 1.POSITIVE PRESSURES IN TABLE ARE BAKED ON THE USE OF THE 41/2"OR B 1!4"SILL. r OHLENGTH .-i ora 2.WHEN USING THE 2 3d4"SILL,POSITIVE DP IS 50 PSF MAX.AND WITH THE 3 1/2"SILL,POSITIVE PRESSURES IS 73.3 PSF MAX. Mlun Dade Pro (NEGATIVE PRESSURES UNCHANGED SEE TABLE IA. OVERHANG 3.2 3/4-.3 1/2",41/2"AND 6114"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 6/8"SILL IS NOT AND MUST ONLY ON LENGTH BE USED WHERE WATER RESISTANCE IS NOT REQUNiEO. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED O— N HHETGHT WHEN THE DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM); OH HEIGHT ��� 0�..•• • •..,/! THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. EQUAL TO 1 ��. 4�CEN8F'•�EP 4.ANCHOR TYPES: 1.1/4 ELOO ULTRACON(FORMERLY TAPOON) 2.1/4"ELCO SU CRETE-FLEX 3.#12 STEEL SCREW(06) OR GREATER 5.SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. * No.58705 6.GLA-66 TYPE KEYS:(SEE NOTE 1,SHEET 1 FOR COMPLETE DESCRIPTIONS) LL * = 7,9-9/15"LAMI(e,la W/$Z OR§0 = SEE NOTE 3 ion recnNaoororrNH t ON DPAND AAICHORAGE LAMI TA19lE2 '�.�'F''•�toRIUP•''���: J . tonanl a NOCHAKW THIS T Nom m vt same ,r S' Q .......,----.. - ALUM.SLIDING GLASS DSR /MPAGT--. ��!Siy c`.�.... ... vm t A tRWZPAWANQhVA40VMIl %mvz «2S 8100-11 B PNMILLE FK k &W Norco a son, 72,rbtr Eetar arw�a0 NT3 5 '" A.LYNN MULHI:P.H. DESIGN PRESSURE AND ANCHORAGE-FULL REINFORCEMENT-11 1/4"SILL(SEE NOTES BELOW FOR OTHER BILLS) TABLE 3. Laml 7116 or 0118 Heat/Heat wl SGP or SVS Interlayer >HEAD&SILL(H&S)INTERLOCK&STRAIGHT&CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY.PER PANEL GLASS TYPES: 2,4,8,10 >JAMS ANCHOR QTY. >P-HOOK ANCHOR QTY. SEE DETAIL SHT.13) 000at�Jo g0) 7 1 1 }�(1 ) NOMg . 3 t� cZ $ s c� i5 3 TABLE 3A PANEL FRAME SILL HT.VS POB.DP WIDTH HIDE a1 r t N c% �l 0.! �t M DESIGN PRE +1 •1 + *1 +1 +1 +9 -1 + + POS, RH&S C4+1 C4+1 +1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 + C4+1 C4+1 04+1 C4+1 C4+1 C4+1 �iOj C4+1 C4+1 C6+1 C4+1 +1 8+1 SILL DESIGN 24"(20) 8 8 8 8 8 9 8 9 8 9 10 1 10 17 11 1 2 11 17 OK 4 4 4 a 5 5 5 S b 5 6 b 5 8 8 8HEIGHT PRESSORDESIGN R 8. + + + + + +15 + +105f.11 1618 N/A K&S C4+1 I C4+1 I Coi 1 1 +1 1 CS+1 C4+1 I C4+11 C60 1 I C4+ Cb+1 +1 +1WC,+i C4+1 C4+1 00+1 4+1 C4+1 7+1 30•'(216 JAMB 0 B 8 10 8 8 11 9 B 11 12 1 13 1014 91 11 14 1 2 314" +50.0 PSF 4 4 5 4 4 S S b 8 6 6 5 S 8 6 7 8 7SIGNPRESS. + + + 9 + 5 + + + + 3117' +73.3 PSF 8 C4+1 C441 + C4+1 C4+1 2 04+1 C4+1 C5+2 C4+ a 2 C4+ C8+2!GW182 1 04+1 + 04+1 C4+1 NC7+238�(30) JAMB 11 8 9 12 8 9 12 9 10 13 1 10 94 10 11 16 11 12 7 41/2" +100.0 PSF 4 4 4 4 8 6 b 7 5 8 7 5 b 7 8 8 8 8 D + + + + + + + 61/4" +106.0 PSF C4+1 + 2 1 C4+1 C8+ + 05+2 C4+1 C4+1 +2 04+1 1 C7+2 C4+ 1 8+2 1 C4*1 2 06+1 04+1 C9r2 42"(38) JAMB 13 9 10 18 10 10 14 10 11 1 12 17 12 18 18 18 14 19 4 SEE NOTES 13 P4400K 4 1 4 7 4 1 4 7 6 1 6 i 7 5 6 8 6 6 8 6 5 9 b 8 10 DESIGN PRESS, a + +1051-115 + +1 + +9 •11 + 8. +3 2 1 B C4+ +1 3 C4+2 C4+1 + + C4+2 4+ 4-+ 1 C9+ 1 C9+3 48'(40) 4 0 11 15 9 8 12 1 17 12 1 18 1 4 4 15 18 22 16. 1 17 5 4 4 8 b 8 6 B 8 6 10 7 8 11 MiOCIK'f R8t1pME0 DESIGN PNS + + + + wwrbirwlnAelrorMr S C4+2 1 9 1 +3 C4+ + C4+2 Ca+1 _C�Mss 17 6 4 1 9 8 b 9 8 10 PANELS OVER 48"WEE NOT AVAILABLE OVER 98"HIGH DESIGNPRESS. + + + 8 C4+204+2100+4104+214+ C7+4 C4+2 2 +C5+4 C4+2 wl C8+4 I5 Some dw� 80'(b0) 2 13 7 13 14 15 21 15 1 18 6 1 4 1 9 1 0 1 4 1 9 8 1 S 1 lu 13 1 0 1 1 PRODUCTRBVISW Due wflh Ngo Maida 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 51/4"SILL OH LENGTH Ir"Ngo 2.WHEN USING THE 2 314"SILL,POSITIVE DP IS 60.0 PSF MAX.,WITH THE 31W SILL,POSITIVE DP 18 73.3 PSF MAX AND IZ ft- WITH THE 41/2"SILL,POSITIVE DP IS 100.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. BT- 3.2 3/4",31/2",41/2"AND 61/4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I W HILL IS NOT AND MUST OVERHANG na�eat ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED OH LENGTH 11 WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BULDR40 CODE(SEE ADJACENT DIAGRAM); OH HGF HT I I i I r THIS CONDITION 18 NOT RATED FOR WATER INFILTRATICN. HEIGHT �� (LYNN 4V"11i� 4.ANCHOR TYPES: 1.1/4"ELOO ULTRACON(FORMERLY TAPCON) 2.1/4"ELOO 884 CRETE-FLEX 3.#12 STEEL SCREW(G6) EQUAL TO 1 ` j 5.SEE SHEETS 10 THROUGH 13 FORANCHORAGE SPACING AND EMBEDMENT INFORMATION. OR GRATER Z. .Ep 6.GLA88 Yom:(SEE NOTE 1,SHEET 1 FOR COMPLETE DESCRIPTIONS) l_ * No.58705 * ' 2.4. 4-7 18"LAMI(E18•F4 W/SW OR§V¢) 6,10-9/18"LAMI(IJP-NM W1 BCP ORfiV8SEE NOTE 3 o o ► 0 STAT oI( (v 10rdTECHAMOGYMNE DP AND ANCHORAGE LAMIWLE3 %0' oR%of, :'\, J 'rte 4 xE �wDPAeorroaAoarae�e NO CHAWE THIS SHEET rr°raaawn�>a ALUM.SUDING GLASS DOOR IMPACT ''csS///�O��NAI.���. FJc gni9G waavnr� aver Bares aonno NTS 6 a z3 a,-84001 f B A LYIa1�I P.E. DESIGN PRESSURE AND ANCHORAGE NO REINFORCEMENT-4112"OR 6114"SILL(SEE NOTES BELOW FOR OTHER SILL81 TABLE 4. Laml I.G.wl 7116 or 9116 Leml Arml+leat w/SOP or Vanceva Interlayer >IEAD&SILL(H&S)INTERLOCK&STRAIGHT&CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY.PER PANEL GLASS TYPES: 13 15 19,21 25,27,31,33 >JAMB ANCHOR QTY. >P-HOOK ANCHOR QTY.(SEE DETAIL SHT.13) DOOR HEIGHT 8" S g $Q 20 1 ) gQ NOM. 1 8 1 $ $ $ 3 i cg S SILL HT.VS P08 DP PANEL FRAME c� r I ai ri r '1 r1 WIDTH BIDE `� rt `� a1 POS. DESIGN PRESS. + + + -0 + + .70 + + +0-70 SILL DESIGN 4+1 C4+1 C4+1 4+1 1 C40 +1 C4+1 1 1 +1 f C4+1 C4+1 C4+1 04+1 C4+ C4+1 1 C4+1 1 +1 1 1 24'CM JAMB 8 8 8 B 8 8 9 9 10 10 10 10 10 10 11 11 11 11 1 11 HEIGHT PRESSURE P- 4 4 4 4 4 4 5 6 6 6 5 6 5 B 6 6 6 6 8 8 8 8 8 B 15/8" NIA DESIGN PRE83. + + * + + + .7 8 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 Col 04+1 C4+1 C4+1 1 C4+1 C4+1 C4+1 C4+ +1 1 C4+1 2 9/4" +50.0 PSF 90"(28) MB 8 8 8 8 5 8 9 9 9 9 9 10 10 10 10 10 11 11 11 11 11 11 P- 4 4 4 9 4 5 6 6 5 6 8 5 6 5 8 8 0 8 8 81/2" +73.9 PSF DESIGN PRESS. +BO! + + + + C4+1 C4+1 I C4+1 C4+1 C4+ C4+1 04+11 C4+1 C4+1 1 C4+ C4+1 C4+ C4+1 C4+1 I C4+1 1 C4+1 24+1 1 C6+ C4+1 C4+1 C6+1 4 112" +80.0 PSF 36"(30) IAMB 8 8 8 9 6 8 9 10 9 9 10 10 10 10 10 10 11 1 11 11 11 11 4 4 1 6 4 4 6 5 5 5 6 6 1 b 6 5 16 8 1 b 1 5 8 8 8 8 8 5114" +80,0 PSF DESIGN PRESS. + + 80 + + . - + . 4+1 1 04+2 C4+1 C4+1 +2 1 4+1 2 1 1 2 1 104+1104+2 04+1 C4+1 04+ + +1 C4+2 C4+1 2 SEE NO S 13 42"(90) B 9 6 0 10 8 8 1 D 9 11 9 9 11 10 11 1 1 11 12 1 1 1 111 P• K 4 4 5 4 4 6 6 6 8 6 8 8 8 6 6 5 6 8 8 8 8 8 8 7 DE PRESS. + + + + - + C4+1 C4+1 C4+2 1 1 2 C4+1 C4+ C6+2 C4+1 C4+9 C6+ C4+ C4+ CB+ i + + 1 1 2 C4+1104+1105+2 48"(40) 10 11 6 8 12 9 9 12 9 10 12 10 100"i, 0 1 10 13 11 11 19 11 1 4 4 5 6 8 6 8 7 8 6 7 6 8 7 8 7 � 8 PRE S. + r Z2C4+1 C4+3 C4+2 C4+ 04+ C4+2 C4+1 + C4+1 C4+1 c*+2 SEE EXAMPLE OX%O CORNER ANCHORAGE PLAN AND(t8) 19 12 9 9 10 10OXK STRAIGHT DOOR ANCHORAGE PLAN ON SHEET 10 P 4 8 4 4 0 B 6 8 5D P + + + PANELS OVER 48"WIDE NOT AVAILABLE OVER 98"HIGH C4+2 1 C4+ + 04+1 C6+3 C4+2 C4+ C4+ 04+1 9 80"(50) JAMB 10 1 14 1 10 1 10 19 1 10 1 10 P- 4 4 7 4 1 4 7 6 1 6 1 7 6 1 5 1 7 PRODUCT WIV IS60 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41l1"OR 51/4"SILL as QOQ44yloa Wal,daFioridn 2.WHEN USING THE 2 3/4'SILL,POSITIVE DP I8 60 PSF MAX.AND WITH THE 31P1"SILL,POSITIVE PRESSURES IS 73.3 PSF MAX. 0"88Cade N0 ALL (NEGATIVE PRESSURES UNCHANIOEO� SEE TABLE 4A. I+ OH LENGTH 3.2 3/4",3112',41/2"AND 51/4,8&L HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1518"BILL IS NOT AND MUST ONLY �{ BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 4 MAYBE USED OVER WHEN THE DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAMk FOH LENGTH THIS CONDITION 18 NOT RATED FOR WATER IWFILTRATION. OH HEIGHT I l 4.ANCHOR TYPES: '1.114"ELCO ULTRACON(FORMERLY TAPOON) 2.114"ELCO 884 CRETE-FLEX 3,#12 STEEL SCREW(GB) ON MI(/F 5.SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT J, B.Ol A98 TYPE KEYS:(SEE NOTE 1,SHEET 1 FOR COMPLETE DESCRIPTIONS) EQ 1 �� O� '''NSE" R •, 13,15. 1 1/18"LAMI I.G.3/18"T EXT.CAP,318"AIR SPACE&7118'LAMI(�1_,)„S W/SOP OR SVS OR t tEATER 19,21-1 1118"LAMI I.G.31'18"=EXT.CAP,5/18"AIR SPACE&9/10"LAMI(AN-H8 W%�OR 8W _*r 00- 25,27*-1 o25,27'-1 1118"LAMI I.O.114"T EXT,CAP,5110°AIR SPACE&7118"LAMI(&N--L"W/GOP ORLS SEE NOTE 3 = a 31,33-1 1/16"LAMI I.G.1/4'1 EXT.CAP,1/,r AIR SPACE&Oli V LAMI( NN1 W/ G�OR$yam SIX O Z ` toronrorwaooror+wa DPANDANCHORAGELAMILG.TABLE4 � ..,F�o1n°`P•�t1�?: J.A fatant a NOC t4NWTN188WET NOXOM FLElE7° ALUM.SLIDING GLASS DOOR IMPACT '�.,ssION1A� AK K 1 fAYdl NEWDPANaANCHOOGa rAKE P.0.aQ1(fAW — nw7 M A LV��Llsfy`P�fi. Nora�ura+xarEr4 WsiblyBm" Nrs Y r 23 81 00-11 B PEd59706 F.K &07 DESIGN PRESSURE AND ANCHORAGE-FULL REINFORCEMENT-61/4"SILL(SEE NPT,ES BELOW FOR OTHER SILLS) TABLE Laml I.G.w/7116 or 9/16 Lami Heat/Heat w/SGP or Vaneeva Interlayer >HEAD&SILL(H&S)INTERLOCK&STRAIGHT&CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY,PER PANEL GLASS TYPES: 14 18,20,22,28 28,92 34 >JAMB ANCHOR QTY. >P•HOor ANCHOR QTY, SEE DETAL SHT.13) DO HEIGHT 80"(68 84 7 9 ) 102" 86) ) 1Iv, 9 120"(1 U U c U v 0 TABLE SA. PANEL FRAME 8 § 0 8 $ SILL HT.VS POS.DP of pt �+{ tJ t3 of „f +? P ri r? Of of WIDTH SIDE C4 N �i N nl (4 POS. DESIGN PRESS. + 05/-116 + 6 +1 +1061-115 +1 - 6 + 16 + 11 +1 5 SILL DESIGN H&8 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 UC4+14+1 04+1 C4+1 1 C4+1 C4+1 C6+1 C4+1 04+1 C6+124"(2D) JAMB 8 8 8 8 8 8 9 9 9 9 8 9 90 0 11 10 10 91 19 11 12 11 11 H1 KaHT PRESSUREP-HOOK 4 4 4 4 4 6 6868 5 E 6 6 6 8 8 8 8DESIGN PRESS. + -116 +1 . 16 +1 /. + 6 + +105/• + •115 +1061-11t 15/8" WA H&3 C4+1 C4+1 C4+1 C4+1 C4+1 C6+1 C4+1 C4+1 C5+1 C4+1 C4+1 C6+1 C4+1 C4+1 I C8+1 C4+1 I C4+1 1 04+1 CA+1 Cb+1 C4+1 C4+1 7+9 2 3/4" +b0.0 PSF 30"(28) 9 8 8 10 8 8 11 9 9 1 9 9 12 10 10 13 10 10 14 1 11 14 1 11 P-HOOK 4 4 b 4 4 b 5 8 6 E 5 8 5 5 8 8 8 7 8 8 7 8 3 1/2" +73.3 PSF DESIGN PRESS. + 16 + -11 + + t + + + 1067-11r— H& C4+1 C4+1 4+2 C4+1 1 C6+2 C4+1 C4+1 06+2 04+1 C4+1 C8+2 C4+1 C4+ Cb+2 15�2 C4+1 C4+1 7+2 +1 C4+9 C7+2 41/2" +100.0 PSF 38"(30) JAMB 11 8 9 12 8 8 2 9 10 13 10 14 10 1 1 / 12 17 12 1q 4 6 4 4 6 8 6 7 6 6 7 6 6 7 8 8 8 89DESI PRESS. + 6 +1 - 6 +1 6 + +1 5 1/4" +108.0 PSF H&S O4+1515 1 2 �44 05+2 1 C4+1 08+ C4+1 C4+1 7+2 C4+1 Col +2 04+1 C4+1 08+ 1 +1 CB+2 C5+1 + 9+2 SEE NOTE 1.3 42°(38) B 13 10 10 14 10 11 15 11 12 18 12 13 17 1 13 18 13 14 19 14 18 P-H00 4 7 7 8 6 7 b b 8 b 6 8 6 b 9 8 8 9 6 8 1 DESIGN PRESS. + 18 +1 -1 8 + + + + 1 +1051-115 H 9 C4+2 C4+1 +9 C4+2 C4+1 C0+3 Cq+2 1 08+3 C4+2 1 7+3 C4+1 +3 C4+1 CS+9 +1 C9+3 C4+2 C4+1109+3 46'(40) JAMB 14 10 11 15 11 12 16 12 12 17 12 13 18 1S 14 20 1 14 1 15 2 16 16 22 1 16 1 17 *hwwoIk Fw -HOOK 64 7 6 4 8 6 8 8 6 9 6 9 8 6 0 6 10 7 8 1 DESIGN PRESS. + + +10 - + Na 2-oS 6'0 y &8 J+�2G�40C�3 C4+2 C4+1 C7+3 C4+2 C4+ +3 C+ 1 C8+364"(40) JA 12 13 1 13 14 19 14 6 6 4 9 6 b 9 8 8 PANELS OVER 48"WIDE NOT AVAILABLE OVER 98"HIGH DE ION S. + + + H& +2 C4+2 C4+2 C4+2 c7+41 04+2 4+2 6+4 C4+2 C4+21 CO+41 8p'(60) B 17 12 13 1 19 14 14 18 21 1 16 P44OOK 5 4 9 1 6 1 4 1 9 1 8 1 b 0 8 1 6 1 11 PRODUCT REVISED as wn4dyi,Ky with the Motlde 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 51/4"SILL. Building Codu G 2.WHEN USING THE 2 3/4"SILL,POSITIVE DP IS 50.0 PSF MAX.,WITH THE 31/2"SILL,POSITIVE DP IS 73.3 PSF MAX AND Ex t rG WITH THE 41/2"SILL,POSITIVE DP 13100.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 5A. OH LENGTH 3.2 314',3 1/2",4 112"AND 8114"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 51W SILL IS NOT AND MUST I 0 ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 6 MAY BE USEDto uct ural WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM); OVERHANGTHIS CONDITION IS NOT RATED FOR WATER INFILTRATION. OM LENGTH 4.ANCHOR TYPE& 1.1/4"ELCO ULTRACON(FORMERLY TAPCON) 2.1/4"ELCO SS4 CRETE-FLEX 3.#12 STEEL SCREW(05) OH 1 E 1 5.SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT �,`` �yNN ....MI( 8.GLASS TYPE KEYS:(SEE NOTE 1,SHEET 1 FOR COMPLETE DESCRIPTIONS) EQUAL TO 1 �� y R 14,16.1 1118"LAMI I.G.3/18"j EXT.CAP,318"AIR SPACE&7116"LAMI(HS-HSW1 SOP OR OR OR GREATER �sAGE"Sf 20.22-1 1/16"LAMI I.O.3118"T EXT.CAP,5116"AIR SPACE&9116"LAMI(HO-He W/ OR SVS of g61p6 28,28.1 1/18"LAMI I.G.1/4"I EXT.CAP,5/18"AIR SPACE&7118"LAMI(HS-FIS W/SOP OR SEE NOTE 3 w 92,34.1 1/18"LAMI 1.0.1/4" EXT.CAP,1/4"AIR SPACE&9/18"LAMI(19.18 W/SR-6-XS)�O40s (F2tuwreoNNOLoovnwve DP AND ANCHORA LAMI I.G.TABLE 5 ��.. FLo`0" ���� on31t NOCFb1NTHiSSHEE7 NorcoaaaFlaeff6 �'�FSSIONP�'`, ae ttanf Newov�Nomtcttonaeeraeis v.aeQurt6fa ALUM.SLIDING GLASS DOOR IMPACT 'tilt L1�I�`, NaKaN/B,PL gaffe Ytalb�Better ""0i° BM1" w. m"vn., �," A.LYNIltPJ11LLFJt,P.E. F.K. 61107 t 8ftn7e0 NTS 8 of 23 8100-11 B REM 60706 DESIGN PRESSURE AND ANCHOItAOE-NO REINFORCEMENT TABLE& 4112"OR 6114"SILL 15EE NOTES BELOW FOR OTHER SILL$) All Leml or Lam[F.G.wl PVB interlayer GLASS TYPES: 6,8,11,12,17,1$.23,24.29,30.36,36 >HEAD&SILL(H&S)INTERLOCK&STRAIGHT&CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY.PER PANEI. TABLE SA. >JAMS ANCHOR QTY. >P HOOK ANCHOR QTY. SEE DETAIL$HT.13 SILL HT.VS POS,DP D00 HE1 HT ( ) POS. SILL DESIGN NOM. $ HEIGHT PRESSURE PANEL WIDTH FRAME 810E K eJ N ,J' cl 1618" NIA DESIGN PRESS. + + 2 314" +60.0 PSF H +1 C4+1 C4+1 C4+1 C4+1 C4+1 1 C4+1 04+1 C4+1 C4+1 C4+1 ��*N B 8 8 8 8 8 9 9 9 3 112" +73.3 PSF 4 4 4 4 4 4 6 5 5 6 5 PRESS. + * + 4 112 +100.0 PSF C4+1 C4+1 1 C4+1 1 1 C4+1 I C4+1 4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30"(28) JA 8 8 8 8 a 6 9 9 9 0 6 114" +105.0 PSF a 4 4 4 4 6 6 5 6 b 5 -DES REBS. + -85 + + e SEE RTES 1-3 H88 C4+1 1 +1 1 I C4+1 I C4+1 +1 C4+1 C4+1 +1 C4+1 C4+1 38"(30) 8 8 8 8 8 8 9 9 9 9 9 JP.HOO 4 4 4 4 1 4 1 a 5 1 565 1 a I5 DESIGN PRESS- + + +6w-" num rUN6*Ru &(36) C4+1 2 C4+1 C4f 1 C4+2 C4+1 C4+ C4+2 C4+ C4+ 2 a awvl�.wkb d w met 8 8 8 8 8 9 9 9 9 9 4 4 4 4 6 5 6 6 5 b 5+ +001-00 +55b,65 C4+1 +2 C4+9 C4+1 we 8 9 8 8 4 5 4 4 6 B 6 6 6 6 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2"OR 6 114"SILL. 2.WHEN USING THE 2 314"SILL,POSITIVE DP 16 60 PSF MAX.AND WITH THE 31/2"SILL,POSITIVE PRESSURES 18 73.3 PSF MAX. PRODUCT RSVISaD (NEGATIVE PRESSURES UNCHANGED} SEE TABLE GA. .11241 CCu06 with the uWdM 3.2 3/4",31f2",41/2"AND 6114"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1618"SILL IS NOT AND MUST =Oct -1018.1Z ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 8 MAY BE USED I-•• OH LENGTH +yWHEN THE DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM); ITHIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. O�/ERHANG 4.ANCHOR TYPES; 1.114"ELCO ULTRACON(FORMERLY TAPCON) 2.1/4"ELCO SS4 CRETE-FLEX 3.#12 STEEL SCREW(G6) 5.SEE SHEETS 10 THROUGH 1S FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. OH LENGTH 8.G TYPE KEYS:(SEE NOTE 1,SHEET 1 FOR COMPLETE DESCRFTIONS) OH OH HEIGHT 8L88 116"LAMI(M H8 Wl DB VB ORS, SPVB) HEIGHT �\`��t vI•N•Mu1EQUAL TO I � � ll,12.OMIrLAMI(M-HIW/Q�OR� I OR GREATER ��'��° 17,18.1 i/16-LAMI I.O3116"T EXT.CAP,318 AIR SPACE&7/18"LAMI(QHS W/D�B OR SSP1/Bl ` 29,24.1 1/16"LAMI La 3118"j EXT.CAP,8/18"AIR SPACE&9/18"LAMI(�V-jjW/DBPVB OR¢SPVB I o �* No ggT05 29,80.1 1/16"LAMI I.O.1/4"j E)CT.CAP,6118"AIR SPACE&7116"LAMI(AN-HS W/D B OR SSPV13 SEE NOTE 3 — W— 35,38.1 1116"LAMI 1.0.1/4"j EXT.CAP,1/4-AIR SPACE&9/18"LAMI(ANIS WI DSPVS OR SSPVB7 Ql- () ?�' O,tECff r Z roroMalNaoororrne DPANDANCHORAGE LAMI&LAMI LG.TABLE'B 0,�'•.FtOR�OP•' JJ. /al1sv11 a NO OWAM nMSHEEr NomomFt.SW6 SS(ONAN.�� F naw? NawoaANOANChMA EVAE va ewc taxa A. .SLIDING GLASS DOOR,IMPACT _ A,�vrinIV k P. NOND1Nl8,p,8117+ 1 bi*&Vw P.E. F. r— awlso JOINTSI-9 +23 8100-11 ■ P.�lam{ HVHZ ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)114"ELCO ULTRACON(FORMERLY TAPCON) 2)114"ELCO S84 CRETE-FLEX 3)#12 STEEL SCREW(06) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1.8.SHTS.4-9: HEAD&SILL................8"MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES,BHT$,4-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS PER PANEL(THE 8"FROM CORNER ANCHORS CAN BE INCLUDED), ADDITIONAL ANCHORS 24"MAX.ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS ON SHT.11. JAMBS&P-HOOKS..,7 11/18"MAX.FROM BOTTOM AND 241/2"MAX.O.C.UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHTS.4-8. BEE P-HOOK ANCHOR DETAILS ON SHEET 13. IANCHORS PER PANEL"ARE THOSE W MAX INTERLOCK SEE CLUSTER DET.,BHT.11 ASTRAGAL W MAX, AT THE HEAD AND SILL BETWEEN-—-�-—-�_CBNTERLNNE —-—-—-—-—- CENTERLINE -—-— I CLUSTERS ORTHOSE BETWEEN A o 0 0 o I CLUSTER AND A FRAME JAMB OR P-HOOK. 0 0 0 8"MAX 1 1 o I ® 24"MAX.O.C. INT R OR I 24" 1 EXAMPLE OXX ANCHORAGE PLAN: C�2 HEAD&SILL ANCHORAGE N3 PANEL,2-TRACK EXAMPLE 8HOWNI■(201 ANCHORS TOTAL 1 MAX T (3)PANEL, 48"x 96"DOOR FROM TABLE 4,BHT.7,#12 WOOD SCREWS IN WOOD SUBSTRATE EXTERIOR D.C. ------- --------------------------- ------ --- o C6►2&CORNERS.CM ANCHORS TOTAL AT HEAD AND AT SILL SEE CLUSTER 4 C5 2 CS 2 C5 4 DETAILS,BHT.11 1 ■I �� 711M8"MAX N % Mk N % M N N k M % k 711/18"MAX, (7)P-HOOK ANCHORS k x r w M FIR8TAN01{ORAT130TTOMAmou'%�� N1 -11 I •Or1 o TO BE PERPENDICULAR TO 241/2" oae 1� GLASS. ANCHORS MAX;C. THEREAFTER ALTERNATE k--=--Tt (10)JAMB PERPENDICULAR AND 24112"MAX,O.C. " ANCHORS PARALLEL TO GLASS. k SEE SHEET 13,P-HOOK " INSTALLATION DETAIL, % MAX. N 7111116"MAX % k k 711/1 6-MAX T--8" M M M N % k % % % N T MAx.,TYP. I 24"MAX.D.C. 0 PRODUCTRBV138D '+-90°CORNER o oomptybm whh the rlodd" ftcado Aoe�ept .N. g i ®EXAMPLE OX-XO CORNER ANCHORAGE PLAN: ft °am daa (4)PANEL, 48"x 96"DOOR FROM TABLE 4,BHT.7,#12 WOOD SCREWS IN WOOD SUBSTRATE I OR INTERLOCK CENTERLINE MIN.CLUSTER,TYP,3 8"MAX. 1111 I I r I r 0 0 0 `.` ON.. * No.58705 7. SEE CLUSTER DETAILS,SHT.11 24"MAX.O.C. / aNnleNc :P•' STATE ;',� fororEorwor oovavM ANCHORAGE SPACING&EXAMPLE PLANS '•� FloR10� ' C�� J.J. 1(Y1&11 8 NOCHMfGiE7148&MT NOXOl FL3U a �� S fx fuW a AfOWA OP�aaroAWWRTAMMTOWff"-fWIMEUMV ALUM.SLIDING GLASS DDDR,IMPACT '�� 111011 A�%,� P.0.BQV[1610 1 I I 111 F.K. anAn 41 ,0MM aorooaua a Vvtbb Berar. sauna NTS f 0 w 29 8100-11 B a LYNN R erose P e 1 ------------------ 1 ------- 1 -----1.868 INT. 1 t I T 1 r___-___ •ASTRAGAL(yFF-i r---------- A'9fl;w-k61�-� �SSRADACZiFT---- 41�TRAaACb7�----------- ------� 1 INT. INTERLOCK 1 1 IN' INTERLOCK I ! INTERLOCK -"1 1 1 INTERLOCK N 1 I CENTERLWE i i (~CENTERLINE i i CENTERLI + 3.313 i I CENTERLINE 3.313 1 i I 1 i 1 i i. 3.313 I •-� +-1,868 i 1 3.313 i o I I 2.628 O ° 1 I i a.sael i 2.s29� i 6.0681 I 1 i 1 = I I °��{ ' 184 i 4184 4.184_ 1 _--- - 1 1 _ - _ 4.184 __1 ---�:__�--- ----- -__� L_________ --- 2-TRACK.ASTRAGAL/1�VTERLOCK 2-TRACK.ASTRAGAL/INTERLOCK 3-TRACK ASTR/UiAL/INTERLOCK 4 ANCHOR CLUSTER, 4 ANCHOR CLUSTER 4 ANCHOR CLUSTER 6 ANCHOR CLUSTER ---------- r---------------------------' 1 3.313 — rAS1R�ti7iLb1�--------------1 7-14tA�1iC�--------' -, INTERLOCK''^� �` i I WTERLOCK ^INT— 1 4.184 i 1 CENTERLINE I 1 CENTERLINE' i INT. 1.0 4 = e i (f 3.313 = j 3.313 2626 1� I 2.629 i I / 1 2.6281 1 2.6201 EXT. V I i i i' L-------^___ 4.184_ . L----------" 4.184 Aeet(1Weae N./t-O/ fs 8,313 i 1 .� 4�R�CKI ASTRAGAL%INTERLOOK 4-TRACK ASTRAGAL%IHiFRt GCI( 2-TTiACK OG781DE CORNER---- 2•TRACIG WSAE CORNER ® 4 ANCHOR CLUSTER A 8 ANCHOR CLUSTER -_- Tzmmzl,41 8ANCHOR CLUSTER ® 8A4CHORCLUSTER r---- -------------------------� ------.. - r--------^--- ----^I i 3.818 --� t �- - `.�` ! �•-3.313 iINT` 1 4.164 i i L�SL`. i ( ' o ``�� i o moDucru RwwA the Florida 1 0 2.629 `\ = 0 2.620 f ° 2.620 1` 1 e4o odl i i 1 ! i ° f ' I 2.6219q 4.104 MIsN 'Caxm1 ' O 4.1649 s/.s„c,� 1111! 1 11^T'!'��ff"tetA•tl ���, i1 f 4h�1�+) �i `A'�J?. ENS6 3.313 , -- 3.813 ----------------- ---------� L-------------' L--------____---------------� �---- ;' yaio 3-TRACK.OUTSIDE CORNIER S-TRACWIDE E CORNER 4 TRACK,OUTSWE CORNER 4--TRACK INSIDE CORNER 10 ANCHOR CLUSTER ® 10 ANCHOR CLUSTER ® 10 ANCHOR CLUSTER ® 8 ANCHOR CLUSTER (I(I w loo>1 ANCHORAC3E EUMPL�ECLUSTER8 J.7 WW1 NNOCHANOETHl8SHEET NtIXOddti I9LDeYf! wa _ `1 wwiw. ALUM P.O.BQX go .SLIDING GLASS DOOR IMPACT ��,,SSIONPI�� Rx. 1 A b Cl USM Dff U, _ F.K QHN7 r r xxlxwy NOx � X wi*Bwmr tHiD7B0 NT8 11 23 8100-11 B I YwWdlh b.ff, 2x WOOD BUCK TYP.,SEE NOTE 3 21/7'MIN.E.D.TYP 2112"MIN,E.D.TYP, 1"MIN. 17/32" C. 1•' MIN. 2 171321,O.C.V MM Fi 2 D.TYP. E.D.TYP. SEE SEE NOT I NOTE I 1 3W MIN. i 31W MIN. L to. L Lv?�> t 1/4" 19" 1/4" 5 MAX, MAX –F MAX. -F MAX. 217/4 SHIM 8111M SHIM SHIM 2 17/32"O.C.TYP. WOW ANCHOR TYP.,SEE NOTE 2 CONCRETE ANCHOR TYP.,SEE NOTE I DETAIL AA, FRAME HEAD DETAIL AS,3-TR80 FRAME HEAD DETAIL AC.2--TRACK FRAME WAD DETAIL AD.3-TRACK FRAME HEAD WOOD.INSTALLATION WOOD INSTALLATION CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP,.SEE NOTE I p �,T WOOD ANCHOR TYP.,SEE NOTE 2 217/32"0.C.,TYP. CENTER ANCHOR STAGGERED ON 3-TRACK TYP. NOTE 5 SEE tr 5 SEE NOTE 6 SEE NOTE 0 SEE Rim MIN. 3A"MW. )WEE M8 T 's NOT EE I 6-5.M I N 0 r MIN:E.O.TYP. D..�_ 217132"O.C.,TYP. Em.. 21 O.C.'TYP. E. 21/2"MIN.E.D.TYP KBI MINJ 211 TYP. DETAIL AG.2-TRACK FRAME SILL 3A DETAIL AN,3-TRACK FRAME SILL DETAIL AE.2-TRACK FRAME DETAIL AR 3-TRACK FRAME SILL CONCRETECONC.TYP. ETEINSTALLA WOOD ffffAUAM W()W INSTALLATION ---- INSTALLATION MON CONCRETE ANCHOR TYP.,SEE NOTE i WOOD ANC14OR•TYP.,SEE NOTE 2 217WO.C..TYP. ruopucrukAwo SEE NOTE 5 SEE NOTE 5 dle"o" r 14-6q Rift it OTE I 3/8"MIN. 217132"O.C.,TYP. E.O., 21 MIN.E.D.TY P. DETAIL Al 4-TRACK FRAME SILL TYP. DETAIL AK 4-TRACK FRAME WOOD INffAAaI0N A 'CONCRETE IN§IN&8MN A NOTES PERTAINING TO ANCHORAGE DETAILS ON Iffl.12-13A PRODwrlulvisnD 1, FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MKMI43ADE COUNTY APPROVED ELCO 1/4'ULTRACON(FORMERLY TAPCON)-MIK I 3Ar EMBED. Blas oomplyingcaft with am I'll"Ids dwtus OR 114"ELCO SS4 CRETE-FLEX-1 314"MIN.EMBED. AccePoKeNoAl.I 2.FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(GO). IW ELCO S84 CRETE-FLEX MAYBE USED INSTEAD OF#12 SCREWS. t�'- 1 WOOD BUCK$DEPICTED AS lxARE LESS THAN i 1/2"THiCK, IxWOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOW SUM DEPICTED AS 2)t ARE I lir THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION WU� 4.FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 8053-T6 AND A MINIMUM OF 1/6"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 (NN kk SHALL BE 012 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 1-6,SHTS.4-9,FOR ANCHOR TYPE 3 ARE ACCEPTABLE. 6.IF SILL I$TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NOWSHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE BILL 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. (I ANCHORAGE DETAILS 1, X ' llmTemqmoGyDmvE 27 I&IN11 8'1 NO CMNW THIS SHEET noxomm FIL Sam ��_' lift ALUM.AIDING GLASS DOOR IMPACT P.Q tiQK t6tB sxrw — A.LYNNP.E. D.ft WSJ 12 -0 1"8100-11 F. . OHR77 ji. 1!=r Mwbb,Besw ELCO 1/4"TAPCON(MIN,1 318"EMBEDMENT) 1 318"MIN. 13!9"MIN —� OR ELCO 114"SS4 CRETE-FLEX(MIN.13/4" 1/4"MAX.SHIM +- 1/4"MAX.SHIM 1/4"MAX,SHIM 1/4"MAX.SHIM I "•:` 21/2" EMBEDMENT) rr MIN.E.D. WOOD CONCRETE ?� CONCRETE ANCHOR ANCHOR ANCHOR ;': :; MIN.E.D. ANCHOR .�,...! TYP. TYP,SEE TYP.,SEE , TYP.,SEE L,r e z 1 x WOOD \ NOTE 2, NOTE 1, . NOTE 1. r r':•. BUCK TYP., yl " SEE NOTE 3, 1 WOOD 8HT.12 8HT.12 ti: " SHT.12 r '� ANCHOR lac WOOD a BHT.12 143/16' TYP.,SEE 2x= BUCK TYP., "'t"� tx WOOD -.»;•, MIN. NOTE 2, 8L TYP., SEE NOTE 3, `;':"'ti BUCK TYP., i /M; ` : O.C. BHT.12 SEE NOTE 3, SHT.12 . SEE NOTE 3, r "•" a B/1s" ` BHT.12 :� BHT.12 ,`�? " TYPICAL*W CLUSTER DETAIL AM,2-TRACK FRAME JAMB a''. DETAIL AO._2ffViZK FRAME MS - WOOD INSTALLATION i^•,1d•- 3A K81 MIN,CONC. CONCRETE INSTALLATION 'r%�•"�. OR 1.8 KSI CMU.TYP. ELCO 1/4"TAPCON(MIN.1 3/8"EMBEDMENT) OR ELOO, 834 CRETE-FLEX(MIN.1314" 1/4"MAX.SHIM 1/4 MAX.SHIM -+I EMBEDMENT) DETAIL AL.4-TRACK FRAME JAMB DETAIL API,4-TRACK FRAME JAMB CONCRETE 3°"•' MMI.E.D. ® WOOD INSTALLATIONCONCRETE INSTALLATION ANCHOR ••"'r'' •S£E 1x WOOD NOTE E �:; .+ BUCK TYP., WOOD 2x WOOD BHT.12 SEE NOTE 3, ANCHOR BUCK TYP., W.12 TYP.,SEE SEE NOTE 3, A 601 NOTE 2, BHT.124 311W'MIN.O.C.DwAffirtAL STAGGEMU BHT.12 `r.}t,.. ~w�pb�wM c►eMlw�1 SPACING.TYP.ALL JAMB DETAILS r V 3A KSI MIN.CONC, OR 1.8 K81 CMU,TYP loommInibu DETAIL.M.3-TRACK FRAME JAMB DETAIL Ad 3-TRACK FRAME JAMB WOODWOOD OWTALLATION CONCRETE INSTALLATION VVOOD FRAMING ELCO 114"TAPCON(MIN.1 318'EMBEDMENT)OR 1 318"MMI. ELCO 1M"884 CRETE-FLEX(MOL 1 3/4"EMBEDMENT) CONCREWOOD ANCHOR, 8E NOTES BHT CHOR PRODUCTRUYIND SEE NOTE 2,BHT.12 s P a`• • .• ANCHOR QUANTMES FROM 0 Yoree rhe Pfaldn j j r" '.;*�r. �,.'i,� TABLES 14.BHT.4-9. �Aeoy�i�reraorro .I ANCHOR QUANTITIES FROM r y�•h.i�,t' .C . . PERTAIN TO THIS ANCHOR �L TABLES 14,8HTS.48. ? "'L•�;;�' •`•;• "�)^•': LOCATION.11"MAX.FROM PERTAIN TO THIS 21/Z"MIN ;tet,,, " l.;}:. ANCHOR LOCATION 19/8"MIN. E.D.TYP. .e 4;,� 'Y�y�' :" .i v, CORNER,24 1P2"MAX O.C. M ropuct Control 3A KS1 MMI.CONC. ODANCHOR CONCRETE ANCHOR11111 r 8 E NOTE 2,BHT,12 SEE NOTE 1,BHT.12 `��� y\.-INN......,►/!//��,��� T 11/18"MAX.FROM 711118"MAX FROMVoENB *�: CORNER.241@"MAX. CORNER ANCH24 llr OR *'yc.88705 O.C.(FIRST ANCHOR) RML AM P•HOOK DETAIL A8,P-HOOK WOOD WALLATKIN CONCRETE tBTALLATKMJ ;�''• A /o )y 11 - OF rorOTWOVoLOr DR" ANCHORAGEDETAIL3 ,�:•.•, :o•�C��=` Jr 10/1&11 N, Nnw OCHANW TH18 SHEET misa aS am +�» FS ••••' � r Im a c r reser tnEr a. P•a e4x*w ALUM.SLIDING GLASS DOO IMPACT 'ir,S10NA� .. m �,•`� A�wF.K. /� I z Xx4cxbr aaizrnv�a 84x74 1/trtbh Betar evo78o NT$ 13 •23 0100-11 8 A.LrtPilo� 6470E'P E. DETAIL'S',SHT.18-\ DETAIL'C',SHT.18 NOTES: 1.SEE SHEET 16 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL PANEL WIDTH,=60". SHTS.18-20 FOR ® SECTION DETAILS AND 61-ITS.4.13 FOR ANCHORAGE DETAILS. 2.REINFORCEMENT LOCATMNS: REINFORCEMENTS ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOOR$. SEE SECTION DETAIL C,SHT.16, -DETAIL'N,SHT.18 DETAIL'D',SHT.18 f 3.DLO WIDTH=NOM.PANEL WIDTH-7 29132" DLO HEIGHT=DOOR HEIGHT-3 3/8" DETAIL'E',SHT,18 4.(1)LOCK(ITEMS 154-161)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 170)AT FRAME JAMB OR ASTRAGAL. 1917/16"MAX.WIDTH DETAIL'E',SHT,18 �r DETAIL'D',SHT,18 PANEL PANEL PANEL PANELA PANES PANEL A t TYPE TYPE TYPE TYPE , TE TYPE ' R, ,L, ,M, P, TYPE R, 120" DETAIL'M',SHT.19 MAX. / HT. SEE NOTE 2 SEE �• SEE � ' NOTE NOTE 4 4 DIE IL'Q',BHT,20 SEE NOTE 2 ( t 1 t Q- SEE NOTE 2 DETAIL'',BHT.16 f SEE NOTE 2DETAIL',BHT.18 HORI ONTAL SECTION A-A —� OXXX(2 TRACK) XX-XX(2 TRACK'OUTSIDE CORNERS ` DETAIL'B',SHT.18-� f-DETAIL'C',�BHT.18 DETAIL'M',SHT,19 �-, M eeeyfyleB wild the 17e1YY DETAIL'G',BHT.19 , ` `DETAIL'FN,SHIT.19 ' DETAIL V. 8HT.19 DETAIL'N',BHT.19 r `te 52 3/32"MAX,DLO TYP. DETAIL'',SHT.18 DETAIL V,SHTAT r PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE ,R, ,L, ,M, ,p ,R, ,F, ,p ,R, 108 618" PRODUCT RRVISSO MAX / / A9 oompiyfny with the Niotide Bwlding Codd bl0 � � / AaePtauallo D 8($ TYR SEE ' " p1e ��. NOTE mill not Conw 4 ttUiii LYNN DETAIL W,BHT.18�J DETAIL'PBHT.17 J : ��.•'VGEN3E '•., Y SEE NOTE 2 SEE NOTE 2 , ` *' N0.58705 OXXXp(3 TRACK RIGHT POCKET) XXXX(4 TRACK BY-PASS) ® = %Poo". 6TAE OF 1070 TEMAN)LODYDRAW EXAMPLEELEVATIONS✓CONFIGURATIONS �`'••,.,FcomoP.••0�,. J.. f0/13�11 B NO CIM OE THIS SWET AaWM,FL SUS 1rn i�s C1 v'w MVVMNMCPCO waNCLUDMCORNERDOOR$C4NvLe.CCJYDNN a ALUM.SLIDING GLASS DOOR IMPACT_ �` rx. 11aw7 a 1 . vre8xo7eNEW.AM turY. Pasgxlm ,1 F.K m1ro7 r.,L xxCCw7 NaWW,a SW4 'Waibly BeAMr s"""'o o NTS 14 a 23 M 8100-11 B A.LY� 86705 B P.E. PANEL LETTER PANEL LETTER NOTE: P SINGLE FIXED GR DOUBLE 1.MAXIMNO UM MINAL INTERLOCK LOCKSTILE INTERLOCK LOCK9TILL PANEL WIDTH FOR ALL R ASTRAGALPANEL CONFIGURATIONS FIXED SINGLE U AS LOCKSTILE INTERLOCK LOCKSTILE EQUALSOX OUT TFIXED ASTRAGAL LOCKSTILE OX OUT A OUTS —•� LOCKSTILE (BO"X I IN FIXED SINGLE T AS1 'L ��'�--�-s LOCKSTILE A INTERLOCK LOCKSTILE INTERIOR S FIXED ASTRAGAL D LOCKSTILE SINGLE (ALL PANEL TYPES) pX p� LOCKSTILE OUT INTERLOCK S EXTERIOR FIXED _._L� ASTRAGAL LOCKSTILE DOUBLE Bp LOCKSTILE a—g! �—� IN G INTERLOCK Y FIXED DOUBLE LOCKSTILE ASTRAGAL LOCKSTILE INTERLOCK X T LO DOUBLE FIXED YR INTERLOCK LOCKSTILE LOCKSTILE AST tBOXm NOAL w DOUBLE ASTRAGAL A� LCK KSTILE SINGLE INTERLOCK IN ,rI INTERLOCK DOUBLE flta WeO ABTORAGAL9===-2 INTERLOCK CS SINGLE ® RECEIVER r a.g4+n� Aislbrli� L SINGLE ASTRAGAL SC INTERLOCK SINGLE ASTRAGAL RECEIVER wNo BOX OU INTERLOCK OUT LR ASTRAGAL SINGLE �1C� COINER SINGLE OUT INTERLOCK QV ® LOCM" INTERLOCK mOXoU ASTRAGAL SINGLE Gin SINGLE CORNER NIN IN SQA® INTERLOCK LOCKSTILE CSINGLE ASTRAGAL d ASTRAGAL SINGLE INININ AS ® RECENER INTERLOCK PRODUCTItavtsED MOXan oonvyins with Oa i+loride SINGLE 81N B INTERLOCK INTERLOCKSINGLE ASTRAGAL p ttmetow pwo s� SA ® INTERLOCK RECEIVER pxp F C! CORNER SINGLE SINGLE SINGLE INTERLOCK INTERLOCK ® LOCKSTILE INTERLOCK E W4OLE SINGLE I/� SINGLE CORNS t+i i INTERLOCK INTERLOCK vv ® INTERLOtyC LOCKBTILE ��oNl LYNN 4111, DOUBLE DOUBLE ASTRAGAL FIXED �� 1 ,' \CENSE'•.,f' INTERLOCK INTERLOCK CF ® RECEIVER LOCKSTILE *� No.58708SINGLE �y K INTERLOCK LOCKSME FC ® LOCKSTIFIXEOLE RECEIVER OL,*'!• tN U a+Awk " " o � STATE OF romreanvo+or+vomw PANEL TYPES : FCORIOP.•'�\2� as 10!19/•11 a NO CFfANOE rHlB sreEEr Nomom A>ws76S�ONA1- P , ' AWPAPAL OPUM C&FCTO FAM AT9CGMMVOON onloMAm P� ,� ALUM.SLIDING GLASS DOOR IMPACT �,,, i1 yt 11 t u/n o.ec NOPCOIM+B,FL JIY70 ya(y{y J3ftMY - „"` A. P. (NLLER,P.6. FK &W sa sonno NTS 15 a 29 810Q 11 8 P.s•Ye os G]EEXTEI" INTERIOR[ (ALL VERT.SECTIONS) 113 112 18 18 3 3 13 13 L- kff 11 11 108 ' DETAIL 'E' DETAIL 'J' M". mo TM Proaucr nartrw�vps r��+Wb MIMII� Aer�Rwin ,oY 11 24 OR 25 11 24 OR 25 3115 PROMMUTIVISM 3 115 e"�wi�Aro�eee Ah me Florida peaep�iaaeeNo 19— 13 13 120 1211 Ism 21113/8 ` QNY. N^41 LA �1GENSF'Nl 108109 110 Z: *' No,58705 ROMW DETAIL 'F' 109 110 10� 120 DETAIL 'K' �' a- o..nYew :10 8TA E Cf [[�� 1070OG, VERTICAL SECTION DETAILS '., 5;• �coaroP.'G��� WE r.ll iafanf a No ctmww rias sNEEr N Kow a MM F.IGIG owOcWAt7 I,e xxxrm� FL a/Y7/ T//b(y Betnr /0••NAI�11I-ALUM.SLIDING roReIMPACT MCONEa tal A LYNN M • P.E. 112X 8 a 23 n8100 11 � ��• NATCH B nea�roe C]EXTE INTERIOR (ALL VERT.SECTIONS) 117 111 118 �'��� RISER 18 7F= 31/2" 3 SILL 2 3W HEM SILL 13 HEIGHT 11 jj L�- . ® 118 SAW RISER 106 6/8' 0 0' ® DETAIL 101 SILLL TYP, HEIGHT ..id•Nr+n•ireeph" A cws. 11 24 OR 25 119 4AW" 3 ® RISER mo RB 115 n Quf*y1o8 Whblin ftwo Busft age, 13 BILIGHEHT .780" 121 RISER 15V SILL ® HEIGHT 110 ® - *. No.68708 *S 106 109 DETAIL 'P' 120 SILL RISERS OPTIONS aor. iaro ieonrrouwvnRrvE RTM SECT.DETAILS&SIU RISERS OPT. dJ. iatiSa i e NO CWJW Trus SHEET Noxomae a amara 'taT va +aa ALUM.SUDINGGLASSD00 IMPACT PK Im"? v�anAcx " �°a xr to roue. BQVC NOKomlltl FL d�271 V1albQy Better BO i�f 17 -,w ` 8100.11 B A.LY AJ OSSM P.E. RK H✓i/07 JafAvrm7 18 NOTE: 12"LG.'O'PANEL BRKT.LOCATED AT TOP&BOTTOM OF FIXED PANEL 15 2 102 132 143 134 3 18 1 2 1 28 DETAIL 'A' (FIXED PANEL) DETAILS' LjINTERIOR (ALL NORIZ SECTIONS) 58 5 1 V TEXTERIOR so . ® 18 '""'""a 4 1 102 34 gwwe DU AWN -_ IZ a ITEM 148 MOTE:® t t 11 t 1t TABLES 8 AND 8,SHEETS 8 AND 8 ���` 01J�,LYNN REINFORCEMENT REQUIRED ONLY 2 `` ?•'�tcENSF'•�Fp �.: 1 148 IN THE EXTERIOR INTERLOCK OF DOORS REQUIRING REINFORCEMENT = *: No.50705 DETAIL 'C' (REINFORCED) DETAIL 'D' a �_ tn 140 4r� =gyp'. 10707EC#ffAXWYDfflW HORIZONTAL SECTION DETAILS ', .'•.kt�roP.••'G��4,� J f(Y"f B NO CHANGE TH ORMT NOKOMIQ a 814M >w oowlt7ore►�weau�te�aemtwmlP.vmua7 ALUM.SLIDING GLASS DOOR IMPAC ''%sS/�NAIt� ``• fK if W A P.Q BQ1(1670 111111 11 m MOACWlB,PL 81111 I Wbb getter R'"' A.LYNN FK W" JA xxixagol stloleo 1/2X 18 •29 8100-11 B Raj)58705 DETAIL 'G' 101 (FIXED PANEL "O") NOTE; 3 12"LG.V PANEL SRKT. 18 LOCATED AT TOP a ® BOTTOM OF FIXED PANEL.SCREW ITEMS 133 AND 134 LOCATED 1 QO i 112"FROM EACH END OF BRACKET 132 143 134 1 2 ® 18 100 1 2 18 2 3 1 0 cost"WN11"flow 10, tmoWc.T wenRwru INTERIOR �a.w (ALL HORIZ SECTK)rB) v EXWRQR105 DETAIL 'L' DETAIL 'No 18 5 58 PRODUCT RBVISHD 104 58 — 'c4:uhm.mawanco NO et«w. 5 om ® MI Dade •OwNro 4 4 *; No.88705 DETAIL 'H' A DETAIL V (NOT REINFORCED) -o'•• � r,1_1001,.o I=TECHAAMYMM H RL70NTAL SECTION DETAILS STA" o tW1"1 B NO CHANGE Tt98&MT -- r.K n OavrtEOTIT� M6= T04fAlMPARY8LW.. r t ALUM.SLIDING GLASS DOOR,IMPACTbAV FK 511,01' u c a s e Vhtbiy B~ "07m1/2X iB -23 8100-11 B ��vn�a� k v�. 60 1 1 61 9 3 61 - r 62 60 rr w 6'oy 62 ° n 102. 102 EXTERIORNTl ERIOR INTERIOR EXTERIOR LMLr me0nuara8v1sao ts ep a0p'nllyhrg wlth dw Flpfidp 6atldlnq Code 18 AcooplpncpNo `� ,112 ata Mlpm odo uct ontto E41 V- , 111117 108 DETAIL 'Q' ® DETAIL 'R' No.5 (OUTSIDE CORNER, 2-TRACK SHOWN) (INSIDE CORNER, 2 TRACK SHOWN) fom7eoHnfotoovrlltly� HORIZONTAL SECTION DETAILS CORNERS �� aix opo,.• 01- J.J. 10/1&111 B NO CHANGE THI8 SHEET nloxoaMA FL 3fm ' O rrd , ''........PtG�: mww. am.p.K. 1faro7 a n non ofrnern aafrN,!1t� ALUM.SLIDING GLASS DOOR IMPACT � SS�I/ONAL,��`� P.K. mw 6h/07 NOItOMIS iY 31274 WttbjY Bettor 20 w 23 °X 0 8100-41 B A.LYWIfAM� P.L $00780 PANEL PARTS 8GD780 R RAME PARTS CONTINUED ITEM DWG A PGT# DESCRIPTION DWG PGT# DESCRIPTION 1 8012 88012 BAN PANEL STILE 108 6118 8B118A 2T SILL 2 8104 68104 8/W ST1LE ADAPTER FIXED AND LOCKING 108 8115 58116A MID SILL COVER 3 1644 61644G WEATHERSTRIP .270 X.187 WSTP 4PLY GREY 110 8117 68117A INT-EXT SILL COVER 4 8102 88102C S/W INTERLOCK ADAPTER LEFTAND RIGH 111 8121A 0121A W/8 4T SINGLE HEAD 5 7070 67070K NEOPRENE St 8 WEATHERSTRIP 112 8124A 88124A W/B 3TSINGLE HEAD 11 8014A ON14A B/W TOP RAIL I SMALL BOTTOM RAIL 113 8127A 08127A W/B 2TSINGLE HEAD 12 80138 68013A 8/W TALL BOTTOM RAIL 114 81 88128A W18 2T W/SCRN SINGLE HEAD 13 81038 881038 8/W SNAP RAIL ADAPTER 115 6140 80140A SILL RISER.16/8" 16 8108 68108 B/W BACKER PLATE 118 8130 88139A SILL RISER 2 314• 18 8136 88130 8fW SCREW COVER 117 8138 OU138A SILL RISER,31/7' 19 7610X2LBOLTX 5/18-X2"LAGBOLT, STAINLESS 118 6137 08137A 61LL RISER 4 112 19A 8197 48197N I AGBOLT WASHER NYLON 119 8182 88182A SILL RISER 81/4 20 PpTX410 #BX 3/4'PHIL PAN TEK SCREW 410 SS 120 8189 86189 80A MOUNTING STRIP 21 1695 71096K 1 1/2"W X 1'L X WrH FIN SEAL DUST PLUGS 121 8119 68119A EXT SILL COVER WSCRN 22 71OX11OPPX CREW#10X 1 1/2"PHIL PAN SM9 .8 KIT PARTS 24 8163N 78153N TANDEM NYLON ROLLER ASSEMBLY ITEM DWG POT# DESCRIPTION 25 6163X 78153X TANDEM STAINLESS STEEL ROLLER ASSEMBLY 126 781PQA FRAME SCREW 08 X 1 TYPE A TWINFAST THREAD 28 8022 68022 BMI INTERIOR BEAD 128 1270 7PAD11 B PAD,OPEN-CELL FOAM ADHESIVE 1/2 X 11/8) 28 6145 08145 7/16 OR 9/18 LAMINATED BEAD OGEE STYLE 127 1179 71 4PPSDAX#10X3/4'TEK TIP PHIL PAN SCREW 32 8148 68148 1 1/16!AMINATED BEAD MM STYL 128 868 730KEEP SCREEN LOCK KEEPER 40 8148 00148 0 8/18"SQUARE BEAD 129 777 41SISK SCREEN KEEPER SPACER SET 42 8140 68149 LOM 1 1/18 Ki b4SQUARE BEAD 130 947 41722W,K,S ROLLER ADJUSTMENT HOLE PLUG 44 8160 88160 7/18 8QlRE BEAD - 131 72087K BLACK BUMPER ME JAMB 46 1224 BTP247 VINYL GLAZING BULB 1 7MSPPAX #0 X 3/8"PHILLIPS PAN HEAD 18.8 SS 47 1843 61643K FOAM F ED NEOPRENE GLAZING BULB 193 44492 W B COME A LONG 48 1002 71062K SETTING B OC 'r X 3/4"X 1/16",LAMI 134 1156 781 PQX 8 X 1"LONG COMBO BO/PHIL SCREW 18.8 STST PAOOUCT q8 50 8047 78047K SETT9d0 BLOCKS V X 4"X 1/8",10 136 1680 71MG 1 618" wilmo W X 9/4"L X 7/8"H FIN SEAL DUST PLUGS rnooy*Wkb OM Irddb 51 8185 78185X GEMINI LOCK WI LONG TRIM PLATE 141 4386 71164W,K,6 4 HOLE BUMPER STOP 0 _0 lit 8484 GEMINI LOCK P 78164X KE IM PLATE 142 78MOPPTX #0 X3/8'PAN PHILLIPS TEK SCREW n4 64 71082X1FPFX 10.32X 1"LL FLATHEAD SS SCREW W/TYPE'F"TIP 143 8188 88188 "O PANEL BRACKET—12"LONG 84 7109239 102 STEEL ZINC 148 8192 88192 M _'=REINFORCEMENT NT 55 DOW 899 995 OR IN8TA TOLAZE GLAZING SILICONE 160 8167 70167K HANDLE KIT INACTIVE BLACK 68 8158 08166 e/W INTERLOCK TRIM COVER 151 8168 78158W HANDLE KIT IN-ACTIVE SATIN WHITE bs 8175 48175 W/B CORNER ASTRAGAL SEALS 162 8159 781698N HANDLE KIT IL•ACTiVE SATIN NICKEL PVD 60 8111 08111 BIW CORNER RECEIVER ASTRAGAL 153 8177 781778 HANDLE KITIN-ACTIVE BRASS PVD 81 6110 88110 BIW CORNER LOCK ASTRAGAL 164 8160 T8180K HANDLE KIT ACTIVE NON-KEYED BLACK 82 8112 88112 CORNER BACKER PLATE 166 8161 78161W HANDLE KITACTIVE NON KEYED SATIN WHITE 70 GLASS 7/18!AMI-OPTIONS 1,2,3,4,588 158 8162 78162SN HANDLE KITACTIVE NON-KEYED SATIN NICKEL PVD PRODUCTAEV1913D 71 GLA ,9118 LAM[-OPTIONS 7,8 91011 8 12 167 8178 781788 HANDLE KIT ACME NON-KEYED BRASS PVD aso noyh* ithpmNkdda 72 GLASS 1 1116 LAMI LG.W/3/18 CAP&7/18 LAMI-OPTIONS 13.18 158 0163 78183K HANDLE KIT ACTIVE KEYED BLACK 9utdhig Dodo 73 GLASS 1 1/18 LAMI LG.W/3(16 CAP d 9/16 LAMI.OPTIONS 19,24 169 8164 78164W HANDLE KIT ACTIVE KEYED SATIN WHITE A000ytWu am' ~ 6 74 OLA8S,1 1/18 LAMI 1.0,W/1l4 CAP 1L 7118 LAMI-OP71ONS 25.30 180 6186 78185SN HANDLE KIT ACTIVE KEYED SATIN NICKEL PVD 76 IGLASS,1 1/16 LAMI I.O.W/1/4.CAP 8 9/10 LAMI-OPTIONS 31-38 181 8179 781798 HANDLE KITACTIVE KEYED BRASS PVD Mtaml a al cm $Gum DOOR FRAME PARTS 182 8186 78166WR SECONDARY ACTUATOR KIT R.H.BLACK ITEM DWO POT pEBCStIPT10N 189 8187 78167WR SECONDARY ACTUATOR KIT R.H.SATIN WHITE 100 8132 �132W B 4 TRACK JAMB 164 8188 I78i5SSN1R SECONDARY ACTUATOR KIT R.H,SATIN NICKEL PVD 101 8133 08133W,B 9 TRACK JAMB 166 8180 781808 SECONDARY ACTUATOR KIT R.H.BRASS PVD 102 8134 08194W B 2 TRACK JAMB166 8189 78169KL SECONDARY ACTUATOR KIT L.H.BLACK `�% I .1YNN 4j, 103 8136 88136W,8 2 TRACK"B W/SCREEN TRACK 187 8170 78170WL SEC RY ACTUATOR KIT LH.SATIN WHITE .•''�10ENSF'' 104 slog 88108 B/W p HOOK 186 8171 781718NL S C RY ACTUATOR KIT'L.H.SATIN NICKEL PVD �' k 106 8109 88109 BAN P-HOOK MOUNT 189 6181 781s18 SECONDARY ACTUATOR KIT LH.BRASS PVD '* No.68705 108 8120 66120A 4T SILL ASSEMBLY 170 8186 78186X 1'KEEPER - �k 107 lei18 I88116A 9T SILL171 0187 78187X c. KEEPER Raw roTotec�aoioeyarrv>& PARTS LIST O� fO/IRHf B NO CHANGE 7WIBslEET NOr1P681278 ' e ^n^Ny� pQ „� ALUM,SLIDING QLASS DOOR,tILIPACT /�i S�t�O/N�1AI 11- F.K 6MN7 jppapw fdOVA7M8 FL 9dY71 �etnn a•`.w/re as► r uanax. a,R A.LYNN 6 WAR P.E aticyeo NTS ?i a�q BiOD-if B PBreema .608 —•1 f+— .046 :138 442 .9856 � . .847 .045 FINTIL K TRIM COVER fRA E$C SILL MOUNTING STRIP 1�R g (66) MArL'GN3-TO 60.8158 (181 DV Ri� (120) MAM 6003-TO DWO NO 18 83 (26)MAM DWO 60 3-T55 857 .782 .128 .782 .290 880 860 .060 .912 .050 �0 .040 .912 .045 7118"00 BEAD x/18"00 BEAD 1 1/98"10 00 BEAD 9/18"SQ BEAD 1 1/18"K9 SQ WAD ooucr acp8wcu (26)NIArL:883.75 (30) MAIL:808a T6 (a2)MAT'L:8088-T5 (40) MATY-:8083-T8 DWO N0.8023A DWO NO. (42) MATY:808140 M"«+Mf�v wM�e p�. ® ® DWG No.8148 ® DuvG 60.8148 DWO 60.8940 082 .713 .082 .71a .062 713 PRODWf REVISED 082 sw aopWft whit dw Bloddo 4A09 .713 8 � 8.890 2.828 .082Pecoulm 1.878 .713 LHLH 1 .780 1_ LYNN SUPJSM-51M" SILL FUSER-41/2" SILL RI8ER-91/2 " `.`�\ ��0 %CENSF' MATY-:8083.78 MAT'L•8083-T8 MATY.:8083-T6 GMAT 80 (14 L:083 8 -TB„ _= No.68706 .' (119)DWO NO.8182 (118)DWO NO.8137 (117)DWG NO.8138 ®(118)DWG NO.8138 (118)MAT'DWO NO.8140 Mill W16 — �[ EXTRUSIONS NW zw— J toffl"f —d— JT 0,1 n THIs sae�r t [ ALUM.SUDtNO GLASS DOOR IMPACT S,�IIO��NA11.1 NOKdWf$fl.8 4 yW*Barrer A LYNN(�(I(.( ,P.L F.K. MW r/ aoworw dYi m 1/2x 1 22 «23 8100-11 B P,BJ1 ti870ti LI+--4.741 P- 9.002 ��- 5.186 1 1 1.084 1.084 2.000 .074 1.938 �--Ioo 1.938 _ .074 r .090 1.084 I PANEL STA F� TALL BOTTQM RAA -9r .140 (7) MArL:8083-T8 MAT L:8088-T8 T !BOTTOM RAIL-41/2" 090 DWG NO,8012 (12) DWO NO,8013B (11) MAT'.:6083-TB 6.086 DWG NO,8044A I _ 1. 8.818 .090 2.980 2•� � .�(.�+{1.988 � 11.144 19471+- L� 1.848 1. 2324 .101 1.172 076 080 7A43 2.701 .101 2-TR MB (102) AO NO.$134 076 q( �°PANEL BRACKET 01AKi N0.8134 LOCKSTILE ADAPTER DOUBLE INTERLOCK 36003-TO � RTo (2) MAIL: T6 (t4)MAIL:8063-T8 (13)MI -9 (143)DWG NO.8�188 3-TRACK JAMB (4) DWO NO.8103A MATL 8083-T8 DWO N0.8104 DWG NO.8101 DWG N0.8102 � (101)DVYG N0.8133 2-TRACK B SCREEN y 090:71 r 420 .874 4 TRACK JAIdB (108) MATL 8083-T8 ---i 1.801 (100)MAIL 8088•T8® DWG NO,6135 DWG NO.8132 2MOOK �A42 _� 8.083 ►�� 140 4• � (1�)MAM 8�8-T8 INTERLOCK REINFORCEMENTDING N0.8108 (148)MAIL81m-n 1.93 ® DWG NO.8192 �I 11.144 --:; jC�KEL GAL 2.888 44RACK SINGLE HEAD (15)MATL:8083-T8 (28)MATL 808&78 rNouuct't D1MG NO.8108 DWG NO.8107 8.600 2A24 .090 (111)MA 8 21A ® 1i0 t "� 06by 1498 _ 9� 110 CORNER LOCK A8TRAGA J� DWG NO.8110 11.863 ®(1066) WPM1.000 (81) MATL8088-TB ® 4-TRACK SILL AAM MBLY DWO NO.6100 -7,205 (106) MAIL•8083-T8 DWG NO.8120 ,.798 2.728 L no .080 •05 1 A95 .928 1.408 RBVIND 893 004 "tilos oo& me tned6a 2.099 .128 241 .812 2.835 9.323 rI 7.443 AoaepeMneN. L^1 A aCORNER BACKUP PLATE 3•TRACK SJII 21-TRACK SINGLE HEAD WOMEN (70D)MAIL:8069 T8 MATL:8068-T8 (107)MAT L:8063�T8 (1�) TL T8 DWG NO.8116 (8� DWG Nd.8112 ® (eO IEFR'® DWG NO.8110 DWG NO.8120A l DWG NO,811, J� 1 2.781 L 1. 1 .oeo L 1.495 1.616�2 .898 1.408 1.408 Al 2-TRACK SILL EXI T 81" 046 �I-�- 8.086 --•( �! 1 v �` ;� SILL COVER W/SCREEN INT-EXT SILL COVERTRACK SINGLE HEAD 3-TRACK SINGLE HEAD DWGM N0 No.58705 (108)MNO. (121) tri-:8083.78 (110)MAT'L:8088-T6 MAM 6083-TB MAT'L:W63-T8 8118 ® DWG NO.8119 DWG NO. (113) DWO NO,8127A (112) DWG NO.8124A 0 a- /o 11,11 �= MJTrpns7rr a An crumlE7raearlEer rorAVKO vo�o84M EXTRUSIONS _ �cor+wa• nrouaeea�sare A. - .mac J9. .......... �C9�. Frc + e Pa eQX+� ALUM.SLIDING GLASS DOOR IMPACT '',,'ftNAL�+�`� wiwNQKOMI�li.dOlTI gsq� P.B FX 8'ri07 aunreo 114rc 23 a 23 8t00 11 B A. PIAM oe MIAMbDiADE MIAMI—DADE COUNTY,FLORIDA mm PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315 2599 NOTICE OF ACCEPTANCE (NOA) ww,v.miamidade,gov/econamv PGT Industries,Inc. 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami--Dade County RER- Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series IISGD-770"Aluminum Sliding Glass Doors w/wo Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No.PGT0002 Rev. C2,titled"Series 770 Aluminum SGD-LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Egress operable doors must comply with minimum clearance width per FBC,as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-1018.14 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. MIAMIOADB�� NOA No. 14-0123.10 Expiration Date: February 17,2015 Approval Date: February 06,2014 , � Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0002 Rev. C2, titled "Series 770 Aluminum SGD - LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14,signed and seated by 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 I 4) Large Missile Impact Test per FBC,TAS 201--94 j 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 Sliding Glass Doors,prepared by Fenestration Testing Laboratoiy,Inc.,Test Report No.FTI..-7554, dated 11/01/13, 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 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980, FTI,-5993, FTL-6036, FTL--6001, FT"014, FTL--60159 FT"017, FTL---6023, - FT"024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036,all dated 08/10/09,signed and sealed by Julio Gonzales,P.E. Note: The test reports No.'s FTL-5980, FTL-6001 and FT"015 have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales,P. E. (Submitted under previous NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture,dated 01/24/14, signed and sealed by Lynn Miller,P. E. 2. GIazing complies with ASTM E1300-09 Y 4 Jaime D.Gascon,P E Product Control Section Supervisor NOA No. 14--0123.10 Expiration Date: February 17,2015 Approval Date: February 06,2014 E-1 e PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 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. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture,dated 01/24/14, signed and sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7554, issued by Fenestration Testing Laboratory,Inc.,dated 11/01/13, signed and sealed by Marlin D.Brinson,P.E. 4. Proposal issued by Product Control,dated 08/12/13,signed by Jaime D. Gascon,P.E. 5. Laboratory compliance letter for Test Reports No.'s FTL-5980, FTL-5993, FT"036, YI'"001, FTL-6014, FT"015, 17L-6017, FTL-6023, FTL-6024, FTL4025, FTL-6028, FT"031, FTL-6033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed-by Julio Gonzales,P.E. (Submitted under previous NOA No. 09-0826.10) 6. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, dated 05/07/09, 09-0177B, dated 06/09/09 and 094177C, dated 11/18/09, all issued by Product Control,signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 11-1018.14, issued to PGT Industries, Inc. for their Series "SGD-770 Aluminum Sliding Glass Doors sv/ wo Reinforcements", approved on 12/01/11 and expiring on 02/17/15. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0123.10 Expiration Date: February 17,2015 Approval Date: February 06,2014 E-2 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART NOA DRAWING MAP 1.GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET GLASS STRENGTHS- T=TEMPERED HS=HEAT STRENGTHED SEE TABLES 1>2&3 ON INTERLAYER TYPES- SGP- .090 DUPONT SENTRY GLAS PLUS DBPVB=.09D DUPONT BUTACITE PVB GENERAL NOTES.............1 G3-7118"LAMINATED:(2)LITE8 OF 3/18"HS GLASS WITH AN.090 DSPVB INTERLAYER. SHEETS 7,8&9 QUALIFIED CONFIG..........2-4 G4-7116"LAMINATED:(2)LITES OF 3/16"HS GLASS WITH AN.090 SGP INTERLAYER. GLAZING DETAILS............5-6 G3A-9116"LAMINATED:(2)LITES OF 1/4"HS GLASS WITH AN.090 OBPVB INTERLAYER. ANCHORAGE.....................7-15 G4A-9/16"LAMINATED:(2)LITES OF 114"HS GLASS WITH AN.090 SOP INTERLAYER. DESIGN PRESSURES.......7-9 G5-1"LAMINATED I.G.3/18'T EXT.CAP+318'AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/18"HS GLASS WITH AN.090 DBPVB INTERLAYER. ELEVATIONS.....................15-18 G6-1"LAMINATED I.G.3118"T EXT.CAP+318"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH AN.090 SOP INTERLAYER. CONFIGURATIONS...........17 GSA-1"LAMINATED I.G.1/4"T EXT.CAP+6/16"AIR SPACE+7/18"LAMINATED:(2)LITES OF 3118"HS GLASS WITH AN.09D DBPVB INTERLAYER. VERT.SECTIONS..............18 GSA-t"LAMINATED I.G.1/4-T EXT.CAP+5/16"AIR SPACE+7/18"LAMINATED:(2)LITES OF 3116"HS GLASS WITH AN.090 SGP INTERLAYER. 19-20 G7-7/16"LAMINATED:(2)LITES OF 3/16'ANN GLASS WITH AN.090 SGP INTERLAYER. PARSIZ.SECTIONS............21 G7A-9/18"LAMINATED:(2)LITES OF 1/4"ANN GLASS WITH AN.090 SGP INTERLAYER. J Q PARTS LIST S....................21 G6.1"LAMINATED I.G.3/18'T EXT.CAP+3/8"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/1W ANN GLASS WITH AN.090 SGP INTERLAYER. EXTRUSIONS....................22-23 GSA-1"LAMINATED I.G.1/4"T EXT.CAP+6/16"AIR SPACE+7/18"LAMINATED:(2)LITES OF 3116"ANN GLASS WITH AN.090 SGP INTERLAYER. 2.DESIGN PRESSURES: 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 331/3%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 MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 16. 4.SHUTTERS ARE NOT REQUIRED. e 5.INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8.REFERENCES: TEST REPORTS FTL-5980,FTL-6993,FTL-6001,FTL-8014,FTL-6015,FTL-6017,FTL-6022,FTL-6023,FTL-6024,FTL-8025,FTL-6028,FTL-6031,FTL-6033 AND FTL-6036 DATED 8!7/09,FTL-7654 DATED 11/01/13. ELCO TEXTRON NOA:07-0425.01,03.0225.05,ANSUAF&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). S.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-8.25' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114"OR 5/18"ULTRACON(FORMERLY TAPCON)CONCRETE SCREWS OR 1/4"ELCO S84 CRETE-FLEX.SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2.FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5). 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. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1112"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 8063-T5 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, 6.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. PRODUCT REVISED Concrete Strength Regtdremerde Masonry Strength Requlromenu —�-Conerob Screw Anchorage Minimum menton mum pe Dleunce oqulromenu as complying with Cre Floddn Unprounbd CMU ABlbi C+)0 Ole. fd' DuBding Code i,�.4��[�.•��1, Head and 8111 Jambs TYfre C�`dU' unkrmke8 Accepiww No Floc Ultracon 1l4" 2700 Pal Oroutod CMU to Secilom 21052.2.1.2 and L'sxpgntt�aAnpu conarob Un-Groubd CMU Oroubtl CMU W10' 3ra00881 IABolms FBC. !I Type Dia. MlM t]nb. Min.Ed Min.Emb. Min.P.d Min.Emb. Min.Etl Moo CretsAex 884 1/4" 1 3.950 psi �liard a4v to ctConlrol Fico Uleracon 114" 1 318 2 112 1 114 2 112 1 3/4 2 1/2 6118" 1 3/4 1 1/4 1 114 1 0/10 1 914 2 1/2 oenmuene: Elco CrebFlex Bea 114^ 1 314 2 1/2 1 1/4 1 2 1/2 Not Recommended t Emb.=Embedment Wood Screws,(he , 1 &James)n. ��� P�LYNN P4400k(Anchor Tendon) P•Hook Mounting Adapter(Anchor 8hes4 Eil=Edpe Dielellce `� O •• ••' i o In.Emb Mln.Ed N"Z`.•'�LGENgE '•,F� concrete Grouted CMU COMMIS Orouad 13e1U Mtn.=Minimum #12 Wood 8craw 13/8^ 1" •' ' Typo Die. Mln.P.mb. Min.Ed Mln.k-nb. Min.Ed Min.Emb. Min.Ed Min.Em6. Min.tid 600 Crete•Plox 884 13/8" 1" _ 11C/ deo uluacon tN" 1 314 2 uz 1 314 z 1/2 1 v� 2 112 1 314 1 1N CONCRETE SCREWS STRENGTHS: _ No.58705 Elco CnbF1ax884 114^ 1 3/4 2 112 Not Recommended 1 314 2 1/2 Not Recommen FY MIN.'136KS1 UNLESS 07HERWISE NOTED Fu MIM=177 KSI 4 J.J. 10/11/11 C FOC2010 CODE CHANGE / R.WW1p7d7scNNaoorDRn� GENERAL NOTES AND MAP F ATE P JR 01/23/14 C1ADDED GLAZING TYPES G7,G7A,04 GSA&TEST REPORI NOT NOKONIB,FLU276 TM %i�s'•, LNRIO•• �Gi SERIES 770 ALUMINUM SGD-LMI P.O.BOX 1620 a.,eaaunr m,". uraroM. ear A.LWA MILLER)1,,.E. NOKOMIB FL 94214 SOO770 )VT$ 1 d 23 PGT0002 C2 P.E.#68705 SM 06VO14r07 APPROVED CONFIGURATIONS: SEE D.P.TABLE, SEE D.P. TABLE, SEE D.P.TABLE, SHTS. ?-9 SHTS. 7-9 SHTS. 7-9 D SEE SEE SEE DID DIP TABLE / HE Ila TABLE , / / Ilto a TABLE J�m SHTS. SHTS. SHTS. 7-9 7-9 7-9 Xp XO, OX, XX, OXO, OXX, XXO, XXX, SEE D.P. TABLE, XXp oxxp, XXXp SHTS. 7-9 ® 90*CORNER SEE DP TABLE SHTS. kivlv 7-9 + 8 l� X 'RODUCTItHV+SRD �oomplyu�g wilp theF�l[arl�[da/,�,rG/ u1dMg Coda' `�7' �/ eoeptnnae No OXXO, XXXO, OXXX, XXXX, + ?zQL- ooUMa XXXXp CORNER,TYP. POCKET,TYP. diaml Dedaaduc+C*W1 -` POCKET DOORS: 111 ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING ,�� 4YNN DETAIL"S"OR"T"INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET '* No.56705 CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPERABLE PANEL, off' �S ATEI ✓r. ta++n+ c NOCHAAWTHIS SHEET QUALIFIEDCONFIGURATIONS a.• 107oTECHMOorawvE �•O'•. E�oa+O• ��: A 0la&g4C2 nHoCH AAWS TO THIS SHHEEr HroxoM Ft$f a •,;cS' ��• va Hsi SERIES 770 ALUM.SGD-LMI ,SIONA��, ` NOKaw�a a stzu ew.« ,e. aswow eM A.�v{�IdnW LW,. ,E. Di1"' 8OD770 NTS 2 a 23 PGT0002 C2 P.E.#68705 SEE D.P.TABLE, SHTS. 7-9 SEE DP TABM41mv 01 LE SHTS. / / / / / mm 7-9 L� OXxxo, XxxXo, oXXxx, Xxxxx, XXXXXp SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7-9 SEE � DP k rltonu 'S lsun 'Y'S TABLE y ro comYlyix�lh the Ylorida SHTS. BuildingCodc a�«Pw�oo No 7`9 kirPird4rupnro .., Mis Lando Produce N Cunlirol`'� `tttltlllllrrr oxxxxO, xxxxxo, oxxxxx, X)(xxxx �•\��0?�GENSF 1(!�P//�� Ksw XXXXXXp =�c µo.58705 APPROVED CONFIGURATIONS = i ATE F rr. tai,nt C NOCHANOETHlssHEET QL44LIFIED CONFIGURATIONS JR o1IM14 C2 NO CHANOEs 70>H�s SHEET 1�"�O'118�� SERIES 770 ALUM.SGD-LMI �'�SS,I ONA� P.Q B¢Y 1Q7B I�b.fbdt yk t ouwaw wr. A.LYNN MILLER P.E. SMC OiB�D5ro9 sonrro NTS 3 d 23 PC3TOt�2 C2 P.E.958705 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS.7-8 SEEabm 4 DP ti TABLE / / / / / / / SHTS. / / / / / / am 7-9 Q4a8 OXXXXXO, XXXXXXO, OXXXXXX, XXXXXXX, XXXXXXXp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7-9 SEE DP ti ' I/ / / / / TABLE PRODUCT REVISED ti �roP1YN8µ'l16 the Florlde SHTS. e1,dlogCode =/0. 5 cccptmue No 7-9 Vr 3y'._ Y.. di Dade Product Comrol`1 L 01111111/ OXXXXXXO, XXXXXXXO, OXXXX�:XX, XXXXXXXX, ;,�����°N4'CENSC�`�F� XXXXXXXXp ` t �� t4..56705 ATEOF J.J. fHt e. NO CHANOETIft38NEET �XN FlOR10P 1 •'�ry��� fo>nferta�ooroRrvE QUALIFIED CONFIGURATIONS dN 0=04 a NOCHANGESroINS SHEET No1CONAaarm saw MEr+o.epucfsie SERIES 770 ALUM.SGD-LM► aMs o.rs NOKQNIB FLa1s7r `"�` sar 29 a.Mo P01t1Q02 C2 A.LYP.Em158m P.E. soo�m NTS 4 202 EXTERIOR 3116"HS GLASS EXTERtoR 204 3/16"HS GLASS ExTERIOR214 3/16"ANN GLASS .090 DBPVS .090 SGP .090 SGP 3/16'HS GLASS 74 3116"HS GLASS 74 3116"ANN GLASS 74 7116'NOM. 7516"NOW 7516"NOM. 82 3W NOM. 82 3i4" OM. 82 314"NOM. GLASS GLASS GLASS 80 SITE 80 SITE 80 BITE 54 54 54 7/16"LAMINATED GLASS TYPES G3 7/16"LAMINATED GLASS TYPES G4 A7/16"LAMINATED GLASS TYPES G7 203 205 215 EXTERIOR 114"HS GLASS EXTERIOR 1/4"HS GLASS FXTE 1/4"ANN GLASS .090 DBPVB .090 SGP .090 SOP 1/4"HS GLASS 74 1/4"HS GLASS iS 114"ANN GLASS 74 9/16"NOM. 9516'NOM. 9/16"NOM. 82 82 82 3/4"NOM. M. 314"NOM. GLASS GLASS 81 BITE 81 81 BITE PRODUCT REVISED as wmplyixj with IIW Ploride 54 54 Eundingcodo Acccptance No 9116"LAMINATED GLASS TYPES 133A 9/16"LAMINATED GLASS TYPES G4A A9116"LAMINATED GLASS TYPES G7A FspUpti4nPato Al mi Dade Prodoc onlrol ``11111111111/// !'n *' No.58705 O Ul s ACTe dII AVI JJ 10/11511 C NO CHANGE ���.' F<OR\0?.•'��_` lwwar. aft.JR ;:01123q1l4EC2ADDED cluzmro 7YPE8O7 A7i4 6 07 921s 10„�E OO,rp n7LGLAZING DETAILS x'11,//ONA\- Pa�xT� SERIES 770 ALUMINUM SGD-LMI 3r.W OakON" AtWO l3,FL 31274 e"trMbd�t a01n" n"� a""c°N" A.LYNN MILLER,P.E. 3OD770 NTS 6 r 23 P0T0002 C2 P.E.#NM 210 212 216 EXTERIOR 3116"HS GLASS 3/16"HS GLASS ExTE t0R 3/18"ANN GLASS .090 DBPVB EXTERIOR .090 SGP .090 SOP 3/16"HS GLASS 3116"HS GLASS 3116"ANN GLASS 3/8"AIR SME 74 kARCE 74 3/8"AIR SPACE 74 3/16"T GLASS 3S 3/16"T GLASS 1"NOM. ff M. — 1"NOM. 83 1 83 3!4"NOM. 3/4"NOM. 3/4"NOM. GLASS GLASS GLASS 79 BITE BITE 79 BITE TRUSEAL DURASEALSPACER TRUSEAL DURASM SPACER TRUSEAL DURASEAL SPACER 1"LAMINATED I.G,TYPES G5 55 1"LAMINATED I.G.TYPES G6 55 Q 1"LAMINATED I.G.TYPES G8 55 211 213 217 EXTERM 3/16"HS GLASS 3/16"HS GLASS EXTERIOR 3/18"ANN GLASS .090 DBPVB EXTERIOR .090 SGP .090 SGP 3/16"HS GLASS 3116"HS GLASS *G' GLASS 5/16"AIR SPACE 74 5/16"A94 SPACE 74 ACE 74 114"T GLASS 1/4"T GLASS S 1"NOM. II — 1"NOM. M. 83 1 83 3/4"NOM. 3/4"NOM. 3/4"NOM. GLASS GLASS 'GLASS 79 SITE1} 79 BBI7}TE BITEPRODUCT REVISED complying with the Florida 1.CodTRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER TRUSE&OURAcccptenco N1"LAMINATED I.G.TYPES G5A 55 1"LAMINATED I.G.TYPES GOA 55 INATED LG.TYPES G8A 55 E`P�Q�Dmc ( O D"p rognml Dade product Control ���tllllllll, � ��,.•�tGENSF'•.FAQ � ii * No.58705 11 1jjz STA E Al J.J. 11/11/11 C NO CHANGE THIS SHEET GLAZING DETAILS '��'�F F1oRtoP• ?`I JR• 01/29/14 C2 ADDED GLAZING TYM 9219& Y217. 'MONONA PL 31n� 1tlk ''•,SS/pN Pa sqx 1mn SERIES 770 ALUMINUM SOD-LMI cuM: pyo IJOKOMl9.fl.3/174 0 A.LYNN MILLER,P.E. SMC R,N �D770 NTS s ^�23 o.+�v PGT0002 C2 P.E.✓I68705 DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-STANDARD STILE.STANDARD ASTRAGAL TABLE/. C2 DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=NOM.PANEL HEIGHT-8.25" >HEAD&SILL(H&S)NTE%OCK,STRAIGHT&CORNER ASTRAGAL CLUSTER FLUS INT9A•ED7EATE ANCHOR CITY.FER PANEL H&S, >JAM3ANC1-DRQTY.>RHOOKANCHOROTY. 60 03-7116'LAMNATED GLASS-(3/16'H.S./P/B/3116'HS.) Anchor Types: G3A-9116'LAMNATED GLASS.(1/4'H.S./P/B/1/4'HS.) 1)'t/4'ELOD IA.TRACON(FORMT LY TAPOON * GS-7/18'IAMNAT®LG.U.-(3/18'TDP.IAIR 13/16-HS.l PJB 13116'HS.) 2)•1/4'SS4 CRET&FLOC GSA•7/16'LAMNATED I.G.U.•(1/4'TEW.I AIR/3116'H.S.I PJB 13/16'HS.) 3)'5118'ULTRAODN G7-7118'LAMNATED GLASS-(3/18'AMI.!SGP/3/16'ANN) 4)'N12 ST®.SCREW(G5) G7A-Oil 6'LAMNAT®GLASS-(114-AMI./SGP/1/4'AM) •SEE ANCHORAGE NUFFS182ONSHEET 1. GB-7118'LAMNATED LG.U•(3/18'TEMP./AIR/3118'AMI./SGP/3/16'AMI.) 113 GSA•7/16'LAMNATl37LQU•1 1/4"TEM.lAIR/3/18'AMLISGP/3118'AM) UNITHEIGHT 87 EXT. 80 84 90 98 STANDARD ASTRAGAL NOM.PANEL FRAME p v STANDARD STILES WIDTH SIDE 61 INT. GLASS TYPE-ALL ABOVE +60 •60.0 +60 •60.0 +60 •80.0 +00 -60.0 H&S C4+1 C4+11 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 248 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 118 d P-HOOK b 6 5 5 6 6 5 5 5 5 5 5 EXT. 119 GLASS TYPE-ALL ABOVE +60 -60.0 +80 -60.0 +60 -60.0 +60 -60.0 H&S G4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 90°OUTSIDE CORNER 30 5t JAMB 10 10 10 10 10 10 10 10 10 10 10 10 d P-HOOK b 5 5 5 5 5 5 5 6 5 5 6 GLASS TYPE-ALL ABOVE +60 -60.0 +60 •60.0 +60 -60.0 +80 -60.0 8t 118 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 1�T 30 JAMB 10 10 70 10 10 10 10 10 10 10 10 10 P-HOOK 5 1 5 5 5 5 1 5 5 6 5 5-T-5-7-6 GLASS TYPE-ALL ABOVE +60 -60.0 +60 -60.0 +60 •60.0 +60 -80.0 H&S C4+1 C4+7 I C4+2 C4+1 C4+1 I C4+2 C4+1 C4+1 C4+2 =69 42 y JAMB 10 10 10 10 10 00 10 10 10 EXT• d P-HOOK 5 5 5 5 5 5 8 8 8 GLASS TYPE-ALL ABOVE +80 -80.0 +60 -60.0 +60 -60.0 +60 -60.0 120 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 46 y�t JAMB 10 10 10 10 10 10 10 10 10 10 10 d P-HOOK 5 5 5 6 6 6 6 1 8 6 7 7 1 7 O 90°INSIDE CORNERPRODUCT REVISED 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL. = EXAMPLE ON SHEET 10 B ildfilmnpode 11p tlta Florida Building Code � -` '•--F ' 2.WHEN USING THE 21/2"SILL,POSITIVE WATER DP 1$46.67 PSF MAX.WHEN AmPteace No USING THE 4"SILL POSITIVE WATER DP IS 60.0 PSF MAX. TABLE 1A OH LENGTH rxp.wbapatc_ (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA. SILL HT.VS POS.DP 13Y V 3.4',3114-AND 2112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATIONv\iaml Dade Product Control - WHEREAS THE 1 1/2"SILL IS NOT AND MUST ONLY SILL RIE (*)DESIGN OVERHANG BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE HEIGHT LOAD OH LENGTH OH HEIGHT DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED FLUSH 1-112" WA OH WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THEHEIGHT �`� O�• """ •!F �'�� LOW 2-1/2" +46.67 PSF EQUAL T01 �Z.•�\OENSE P i FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM); OR GREATER : THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. MED 3-1/4" +80.0 PSF 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT HIGH 4" +60.0 PSF a _>k No.56705 INFORMATION. SEE NOTES 1-3 SEE NOTE 3 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. = p I �(�E W 'p S ATE bF JJ. 111111111AIOCHANGE THIS SHEET ° �i�N''•.,FLOR\OP.•'0 JR 01123/14 C1 ADDED mAzwG TYPES 07 G7 08&GSA ro TABLE f. '10=/NOLs�oo�r DPAND ANCHORAGE � �,SS/ONA� Paelgx I= SERIES 770 ALUMINUM SOD-LMI ONOd�09 u w NO1C 11 W74 ® s.rxaaa sow: sire o"+"vw. Me A LYNN MILLER,P.E. 81ID770 NTS 7 °'28 PGT0002 C2 P.Ee 68705 p PRESSURE AND ANCHORAGE-UN-REINFORCED•HEAwntlTYST6.E-STANDARD ASTRAGAL TABLE2. >tEAD&SLLo"NIac=&smaw6COMH+ABIRAOAL CU-WM0.tAtagVA N7EAN710RQTY.f9t PAt4a H&8. 81 >JAWAN:f MiQIY.N+HD0KAN(y407t=, And w Typos: 04.7/16'LMRAIWGLA88•(SNMH8./BGP/SMO'K8.) G7.7/iVLA KIWOLA88-(2fi('AWIBGP/3MO*AW) 1)'I/4•BCOU.TRA00N(fa*MYTA -2116'UW^11BD01A88-(tJ4'H8./80P/1/4'H8.) 07A-One*LAMbRIWOU68•(IWAML/60P/1/4•AWI 2)'IW 8B{CRETWFLIX GM-T/16'UMY4A7®LO.U.-(3l16.7HJP.lAR13/16'H8./SOP/SltY H8.) GB-7tWLAMN&nDLO.11-(3liMTBYP./AR/3It8'ANt/8GP/3/18'AML) 3)'6/16`WR40014 OSA•7!1&'U►MM7®LG.U.•(1q'TBA./ARI3IIE•H8.l8OP/M78•H8.) MA-?IWLAARAIMlQU•(Il4'79P./AR/YiO'AML/80P/3/IYAMI) 4)' ISTEILSDI W(05) '8I£ANCH3RAGE1&2 ONSHMET 1. UNIT HEK#,T 84 60 M`g 1002 108 NOMI PANEL FRAME li 3 3 67 YND1H SIDE ry a rI.w � STANDARD ASTRAGAL r r of r ci HEAVY DUTY STILES GLASS TYPE-ALL ABOVE 60.0 •80.0 00.0 -004 6010 -60.0 60.0 -604 60.0 -80.0 00.0 40.0 00.0 -00.0 60.0 -mo HB$ C4+1 Gr1 00+2 GH C4+1 C6+2 Gat C4r1 C8+2 C4r1 G+1 C8+2 C4+1 C4+1 C8+2 G+1 C4N C8+2 G*1 C4+1 C6+2 C4+1 Cott C8+2 24 JAMB 10 10 10 10 10 10 10 10 /0 10 to 10 12 12 12 12 t2 t2 12 12 12 12 12 12 SEE SHEET 7 OR 9 FOR 90" p-HOty( 6 5 6 6 6 8 6 6 b 6 6 6 e 1 0 I 6 9 6 e 8 6 e 8 e e INSIDE&OUTSIDE CORNER DEPICTION GLASS TYPE-ALL ABOVE 00.0 -00.0 604 -BDA 80.0 •8010 8010 -60.0 8010 •00.0 6010 -00.0 00.0 -80.0 80.0 -80.0 H&S G+1 GN CBr2 C4N G+1 C8+2 G+1 Gat CBt2 Gal G+1 C8+2 Grt C4+1 C6+2 Grt G+1 08r2 C4+1 GN C8+2 C4+1 G+t C8+2 30 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 DLO WIDTH=NOM.PANEL WIDTH-7" I� P•HOOK 6 8 8 B 8 8 b 5 5 6 6 6 8 8 8 0 0 0 6 6 8 8 1 8 f e GLASSTYPE-ALLABOVE 00.0 -00.0 80.0 -BOA 80.0 •80.0 00.0 -80.0 1 60.0 40.0 0010 -00.0 8010 -8010 8010 -0010 DLO HEIGHT=NOM.PANEL HEIGHT-8.25' H&8 G+1 C4+1 08+2 GN G+1 C8+2 C4+1 C4+1 Cet2 G+1 G+1 C8+2 G+1 C4+1 C8+2 GN G+1 C642104+1 C4+1 C8+2 C4+1 C4+1 CB-21 38 JAMB 10 t0 10 1 10 1 10 1 10 10 1 10 1 10 10 10 t0 12 12 12 12 12 12 12 /2 12 12 12 12 RHOOK b 6 6 6 8 6 6 6 8 6 6 8 8 8 8 6 8 8 T 7 7 7 7 7 GLASS TYPE-ALL ABOVE 80.0 -80.0 00.0 -8010 8010 -80.0 e0A -00.0 80.0 -60.0 W.0 -8010 8010 •60.0 60.0 •8010 H&S C4+1 I C4+1 C8+2 Cdr1 G+t C0+2 G+1 G+1 C8+2 C441104+1 C6+2 C4+1 G+1 C8+2 04+1 C4+1 C8+2 G+1 G+1 C6+2 G+1 GH C6+2 42 JAMB to 10 10 70 10 70 10 ,0 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 RHOOK 6 5 6 6 6 6 0 0 8 8 8 0 8 0 7 7 7 7 7 7 8 8 8 8 GLASS TYPE•ALL ASMWE 8010 -00.0 Sao -80.0 60.0 •80.0 8010 -BOA Bob 40.0 e0.0 -00.0 804 •00.0 60.0 •80.0 HIIB Cd+1 G+1 C8+2 C4+1 C4+1 CBr2 G*t m5e G+1 G+1 C6+2 C4+1 C4a1 C6+2 G+1 G+1 C0+2 G+1 C4+1 C0+2 C4+1 G+1 C8+2 40 JANE 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 L!4 2 ,2 RFi00K 5 5 6 6 8 6 B 7 7 7 7 7 7 8 8 8 6 B 8 9 9 e GLASS IWE•ALL ABOVE 60.0 .80.0 60.0 .8010 8010 •80.0 60.0 •60.0 H&8 Gr2 C4+2 C6+2 C4+2 G+2 C5+2 G+2 04+2 C6+2 G+2 G+2 C5+2 84 JA/B 10 10 70 10 10 10 10 10 10 10 10 10 SII R e e s e s e e 7 7 T T PANELS OVER 46"WIDE clLAssTYPE-ALL ABOVE 60.0 -0OA 6D.0 -00.0 BOA -80.0 -60.0 NOT AVAILABLE OVER 98"HIGH G+2 C6+2 Gr2 Gr2 C8+2 G.2 C4+2 C6t CM2 Gat C6+2 1 60 } JIWB ,D ,D ,D 10 ,0 10 ,0 10 10 10 ,D �./ it I P-HOOK 1 6 8 0 8 i 8 1 0 7 7 1 7 7 1 7 1 8 rRODucr RSviseD 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4"SILL. O = EXAMPLE ON SHEET 10 .­"44yi s�xilM the Ftoltda 2.WHEN USING THE 2 1/2•SILL,POSITIVE DP IS 46.67 PSF MAX.WHEN USING THE 4"SILL Building Cod' 3 Acceptance No POSITIVE DP IS 80.0 MAX. OH LENGTH Expirotloii A))o NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. TABLE 2A y 3.2 1/2",31/4"AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE OVERHANG :+)iami Dad'Pro uct ou rol 11/2"SILL IS NOT AND MUST ONLY SILL HT.VS POS.DP BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN SILL RBE (+)DESIGN OH LENGTH PRESSURES SHOWN IN TABLE 2 MAY BE USED H33HT LOAD OH OH HEIGHT t1T I I I I I I/ WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA FLUSH-IA17 NA HEIGHT EQUAL TO 1 .``�ON�,,..... Ll BUILDING CODE(SEE ADJACENT DIAGRAM); LOW-2-,/7 +4867 PSF ak •'''Jt;ENs P ' THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. �I OR GREATER � Q•; 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT IM-ftf4' +%O FBF t •* Na 66705 INFORMATION. HIGIi-4" t80.OP6F B.DOOR SIZE TO COMPLY WITH FSC EGRESS REQUIREMENTS. 8ffN0T�1-a SEE NOTE 3 O ST TE O _� ttV11H1 NO CHANGE THIS SHEET tII7o7><c+waLooY d ANDAkmlf0' AGE FLORIOP.•''G,�\ A O1l18/T4 C2 ADDED OLAZ/NG TYPES 07 07 GBS 0810 rorABLE 2 NacoMaet FL N275 W. �''!SS/ON A� 0 Pae4rLIITm SERIES 770 ALUMINUM SGD-LMI ///!TAIL,- i mrr MO!(OMlB.fL 8N1TIA.LYNN MILER,P.E. Ogp&pg 60D770 NTS 8 a 23 PG70002 7 2 REM 567015 DESIGN PRESSURE ANOANCHORAGE-UN-REINFORCED•HEAVY DUTY STILE-HEAWDUTYASTRAGAL TABLES. >HEAD&BILL(H&S)INTERLOCK STRAIGHT&CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR QTY.PER PANEL H&S, ® 61 >JAMB ANCHOR CITY.>RHOOKANCHOR QW. G4-7118'LAMINATED GLASS-(3118"H.S./SGP 13/18'H.S.) Anchor Types: G4A-9/18'LAMINATED GLASS-(114'HS./SGP/1/4-HS.) 1)•114"ACA ULTRAOON(FORMERLY TAPCON) G5.7/18'LAMINATED I.G.U.-(3/18"TEMP./AIR/3M6'H.S./SOP/3118'H.S.) 2)"1M'SS4 CRETE-FLEX GOA-7/16'LAMINATED LO.U.-(1/4'TEMP./AIR 13/16'H.S./SOP/3/15'HS.) 3)•6/18"ULTRACON 07-Will'LAMNATE7 GLASS-(3118"ANN./SGP/3118'ANN.) 4)'112 STEEL SCRIBN(05) EXT. GTA-011W LAMINATED GLASS-(114"ANN.I SGP/1/4'ANN.) 'SEEANC HORAGE NOTES 1&2 ON SHEET 1. 06-7/18'LAMINATED LG.U.-(3118"TEMP.(AR 13/16"ANN./SOP 13118'ANN-) G&A-7116"LAMNATED LG.U.-(1/4'TEMP./AR/3118'ANN./SGP/3/I11'ANN.) 68 UNITHEIGHT 80 90 98 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES M. NOM.PANEL FRAME � � �j � �j � � � et WIDTH SIDE r e r e a r a er � M cq �. GLASS TYPE-ALL ABOVE 90.0 -90.0 90.0 '90.0 90.0 -90.0 90.0 -90.0 115 H&S CS+2 08+2 C$+2 C6+2 CS+2 CB+2 C6+2 C8+2 CB+2 C6+2 C8+2 CS+2 DLO WIDTH=NOM.PANEL WIDTH-7" 24 JAMS 10 10 10 10 10 10 10 10 10 1D 10 10 EXT. ttg DLO HEIGHT=NOM.PANEL HEIGHT-8.25' P HOOK 5 6 b 6 b 6 6 6 8 L3 8 6 GLASS TYPE-ALL ABOVE 9010 -90.0 90.0 -90.0 90.0 •90.0 90.0 •90.0 90"OUTSIDE CORNER H&S C8+2 C6+2 CS+2 C6+2 C6+2 CS+2 06+2 C8+2 CB+2 C6+2 C6+2 CS+2 81 tt8 30 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P•HOOK 8 8 8 8 6 B 8 8 7 7 7 7 GLASS TYPE-ALL ABOVE 90.0 -90.0 90.0 •90.0 90.0 -9D.0 90.0 -90.0 e H&S =8 ! C6+2 C6+2 CS+2 C6+2 C8+2 C6+2 08+2 C6+2 08+2 36 JAMB 10 10 10 10 10 10 10 10 10 P HOOK 7 7 7 7 7 8 8 8 8 GLASS TYPE-ALL ABOVE 90.0 -90.0 90.0 -90.0 90,0 -90.0 90A •90.0 H&S my C6+2 C6+2 C6+2 CB+2 C8+2 C8+2 CB+2 C8+2 C8+2 1� 42 t JAMB 10 10 10 10 10 10 10 10 10 k P-HOOK 7 7 8 8 8 8 9 9 9 Q GLASS TYPE-ALL ABOVE 90.0 -90.0 90.0 -90.0 90.0 -90.0 SEE NOTEA NOTE A:+/-90.0 PSF FOR H&S CS+2 C8+2 08+2 C6+2 C8+2 C6+2 C8+2 C8+2 C6+2 C8+2 C6+2 CB+2 GLASS TYPES 4,4A,6,8A, 90°INSIDE CORNER 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 7A,8&8A;+/-87.1 FOR P•HOOK 8 8 8 8 8 8 9 9 9 10 10 10 GLASS TYPE 7. PRODUCTREVISRD w complying mill,the Pla ide 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. Dultdhig Coda 2.WHEN USING THE 2 1/2"SILL,POSITIVE DP 1S 46.67 PSF MAX.AND WITH THE 31/4" Acccpinnco No SILL,POSITIVE PRESSURES IS 60.0 PSF MAX. TABLE 3A OH LENGTH "-{ 5cptrnlfongnto I� NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. I 13 SILL HT.VS POS.DP 3.2112",31/4",AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATIONMinml Undo Product Control WHEREAS THE 11/2"SILL IS NOT AND MUST ONLY SILL RISE (+)DESIGN OVERHANG BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN HEIGHT LOAD OH LENGTH PRESSURES SHOWN IN TABLE 3 MAY BE USED OH OH HEIGHT 111 I 1 t 11 1/7' WA 1- �� i WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLUSH- HEIGHT �� r1'( ...VYNN,M/(( FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAMX LOW-2-1/Z' +48.67 PSF IEQUAL TO 1 OR GREATER , �`GENSF ''•FP '� THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Qq, MED-3-1/4" +80.0 PSF 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT LI 14o.58705 INFORMATION. HIGH-4" +90.0 PSF SEE NOTE 3 = k 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SEE NOTES 1-3 � d. 1&M7/11 C NO CHANGE THIS SHEET " FlOR1ddOFFP tom7, aoor, DPANDANCHORAGE �:��4Cb2AVVfV ADDED NOTEA. NQVOAW FL1P7°XwIFR_ PA eqx we SERIES 770 ALUMINUM SGD-LMl111W /� OS�1�O 4 A.LYNN�I aL P.E. 8ODT70 NTS b +28 PGTO002 C2 RE.e 88705 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4"ELCO ULTRACON(FORMERLY TAPCON) 2)1/4"ELCO SS4 CRETE-FLEX 3)5/18"ULTRACON 4)#12 STEEL SCREW(G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHTS.7-9: HEAD&SILL................8'MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES,SHTS.79 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 SHT.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. ANCHORS PER PANEL"ARE 8"MAX. INTERLOCK ASTRAGAL INTERIOR THOSE AT THE HEAD AND SILL 3'S" CENTERLINE SEE CLUSTER DET.,SHT.11 CENTERLINE 8"MAX. ———————————————————————————————— 8"M I BETWEEN CLUSTERS OR THOSE t TYP BETWEEN A CLUSTER AND A 4.051" ° ° I FRAME JAMB OR P-HOOK. 2.04" 4 051" '10 1 cj/ o o 3.5" 3,5" 24"MAX.O.C. gg] 3.5" I EXAMPLE OXX ANCHORAGE PLAN: C4+2 HEAD&SILL ANCHORAGE(3 PANEL 2-TRACK EXAMPLE SHOWN)_(14)ANCHORS TOTAL TMP (3)PANEL, 48"x 96"DOOR FROM TABLE 1,SHT.7,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE EXTERIOR �------------------------------------------ SEE----—-----—-----—---—---—---—---—-—-----—-� C4+2ORNERS=(20)ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP.JAMB CLUSTER DETAIL BELOW SEE CLUSTER C4 2 C4 2 C4 2 DETAILS,SHT.11 I j_ z x x ANC.. x x x 8"MAX. x x x xx x x xx x 8"MAX. • "z MAX• (10) SEE NOTE • x3.5"TYP. BELOW� x=FRAME 21" ANCHORS • ANCHORS MAX.O.C. PER JAMB (7)P-HOOK 14,Lr x (SEE SHEET ANCHORS • •=P-HOOK 13 FOR LUSTER 24" INTERLOCK • • ANCHORS x. CDC. MAX. CENTERLINE • • T MAX. SPACING 0 O.C. • jOMAXf x x 6"MAX. •x x 1 x x z I x x ix x 6"MAX, x x x z l x x I x z 24"MAX.O.C. —►-1 8"MAX.,TYP PRODUCT RBYISBD 3.5'TYP. 90'CORNER nt fldln8 complying wisp Uto Florida 1fu8ding Code EXAMPLE OX-90*OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: Accentnnca Ne Gzpkflli0n llnlo ' (1_01 (4)PANEL, 60"x 96"DOOR FROM TABLE 2,SHT.8,ANCHOR TYPE 1 &2 IN CONCRETE SUBSTRATE Minml Dade Product Control`. SEE CLUSTER DETAILS, INTERLOCK CENTERLINE SHT.11 8"MAX. ��tt11111jj�i ° ° MIN." \�\�Z� vrENSE'/`�F�/moi D.C. RS:' -- 3.5" 58705 — o = 140. . 2.04" NOTE: TYPICAL•IAMB CLUSTER FOR DETAILS EXTERIOR SEE CLUSTER DETAILS,SHT.12 SEE DETAILS S&TON SHEET 14&DETAILS M &NN EET 15 A M.N,0.P.Q&R = 0 I III J J 10Y11/1 f C NO CHANQETHIS SHEET ° "� SAT ANCHORAGE SPACING 8t EXAMPLE PLANS �� '''•FIOM9.-' JR ofns�fa C2 NO cNANOEs ro nus sru er f " 'a 80T' SERIES 770 ALUMINUM SGD-!MI ��-*'FSS/ONN- P.O.BQX 161Y a.`.ecax e.+e °z+ts•. ar. 0& Rln ax,x M7iNIDAl18,FL 81Y71 A.LYNN MILLER,P.E. 8OD770 NTS 10 '�?3 POT000? C2 P.E.#68705 INT. ASTRAGAL OR INT. ASTRAGA OR ASTRAGAL OR INTERLOCK INTERLOCK IN' INTERLOCK CENTERLINE CENTERLINE CENTERLINE 3.6 --TF3'6 1.75 1.76 3.5 1 4.051 2.040 0--2.0.40 2.040 jjj 3.6 4.051 7� 7 2-TRACK.ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK.ASTRAGAL/INTERLOCK ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C6 ANCHOR CLUSTER-08 NOTE: ASTRAGAL OR INT. ASTRAGAL OR INT. ASTRAGAL OR INT. ALL DIMENSIONS SHOWN INTERLOCK INTERLOCK INTERLOCK ARE BASED ON MINIMUM CENTERLINE CENTERLINE 3 6 CENTERLINE ALLOWED.ALL DIMENSIONS 3.5 7 3.6 SHOWN ARE IN INCHES. 2.040 4.049 4.072 4.072 6.389 �f 2.04 .s_ 4.049 3-TRACK,ASTRAGAL!INTERLOCK 3-T C L If INTER 3-TRACK,ASTRAGAL!INTERLOCK ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C6 ANCHOR CLUSTER-C6 ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR INT. INT. INT. INTERLOCK INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE 1.76 3.5 3.6 3.5 PRODUCT REVISED as complying wilh the Flmida INdlding Code 22 Aceo 4.046 2.040 2.040 Ex1llfia waNan(dale r 2 2.040 5.368 Nileml oNro Ilaconlrol"'> 0 Me \\\1111111/1j 4.051• �` �j,.•V\CENSE'•.Fq 4-TRACK.ASTRAGAL/INTERLOCK 4-TRACK.ASTRAGAL I INTERLOCK 4-TRACK,ASTRAGAL/INTERLOCK �r' ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER-CS k No.58705�AT J.1 rarrnr C" NO CHANGE THIS SHEET ANCHORAGE EXAMPLE CLUSTERS '/,,,,`Sc F JR Ort"14 C2 NOCNANOESTOTHIS SWEET 10NOWAK Fl. 75 '� r S10NAG� S C� R.wsv Do. Pa gqx r6ao SERIES 770 ALUMINUM SGD-LMI '/1,111111111` a Qty; FL 3074 s ' en 7 A.LYNN MILLER,P.E. wwwSMC OILmo 80D710 NT$ 11 s?3 PGTD002 C2 P.E.q 68706 INT• -+ _3.5 NOTE: ALL DIMENSIONS SHOWN ° ARE BASED ON MINIMUM o ALLOWED.ALL DIMENSIONS 2 04 INT. 3.889 SHOWN ARE IN INCHES. EXT. 3.889 EXT. 2.04 l 3.5 2-TRACK,90'OUTSIDE CORNER SHOWN, 2-TRACK,90°INSIDE CORNER SHOWN, 2-TRACK,90°INSIDE CORNER SIMILAR(OPPOSITE) 2-TRACK 90`OUTSIDE CORNER SIMILAR(OPPOSITE) ANCHOR CLUSTER-C4 ANCHOR CLUSTER-08 USED FOR C5 AND CO INT. -r - 3.5 76!�-- &5 0 PRODUCT REVISED 3.889 ns complying with Ih.Florid. Buitding Codo IS EXT. Acmploneo No 2 BY Expiretion;D.to z.oa r �tlam D oProduaCouuol ""� 3-TRACK,90°OUTSIDE CORNER SHOWN, 4-TRACK,90°INSIDE CORNER SHOWN, 3-TRACK 90°INSIDE CORNER SIMILAR(OPPOSITE) 4-TRACK 90°OUTSIDE CORNER SIMILAR(OPPOSITE) ........... NS C-8 ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS AT ALL 4-TRACK CORNERS ` * No.58705 !.�AE� IK:.�; J. 1ow/11/11 �C� NOCHANGE THIS SHEET owdb+.. iO� F10R10P•'' ty=� 1070 MY ANCHORAGE,EXAMPLE CLUSTERS JR L74 C2 NOCHANOESTOT1118SHEET NOXWlaFLW, 1°t ��,,IDNA\� Pa 1� SERIES 770 ALUMINUM SGD-LMl zv_wSMC a atw r>w.. NOIWMIB,FL 3IP71 a.eww.at wt a..taw, A.LYNN MILLER,P.E. son7To NTS 12 w 23 POT0002 C2 P.E.a 58705 2 1/16"O.C. 2x WOOD BUCK TYP.,SEE ANCHOR NOTE 3 SHT 1 SEE CHART,SHT.I ONCRETE SEE CHART,SHT.I I"MIN. 2 1/16"O.C. 2 1/16"O.C.TYP E.D.TYP. 1"MIN. 2 1/16"O.C. TYR 211 E.D.TYP TYP.�yp* XT EXT. E .7. SEE CHART Mc. SHT.I i — 13/8" IN. I 31W MIN. L 1/4" lw Fj EXT.-� MAX. MAX 1/4" 1/4" SL SHIM SHIM MAX. MAX. ".T 1 WOOD ANCHOR TYP.,SEE ANCHOR NOTE 2,SHT.1 SHIM SHIMEXT. DETAIL A.2-TRACK FRAME HEAD DETAIL 8,3-TRACK FRAME HEAD LCONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT.1 SEE CHART SHIT.I WOOD INSTALLATION WOOD INSTALLATION DETAIL C.2-TRACK FRAME HEADDETAIL D,3-TRACK FRAME HEAD WOOD ANCHOR TYP.,SEE ANCHOR NOTE 2,SHT.I 2XWOOD BUCK TYP., CONCRETE INSTALLATION CONCRETE INSTALLATION SEE ANCHOR SEE ANCH.NOTE 3, JX WOOD BUCK TYP., NOTE 5 SHT.I SHT.12 1116"O.C.,TYP. SEE ANCHOR NOTE 3,SHT.1 (1/4'MAX.) SEE ANCHOR SEE ANCHOR NOTE 1M SHT.1 NOTE 5 SHT.1 vi 1 MAX.) 'ONCRETE /4 (114 138" I.MIN ED EXT. 13/8"MIN. EXT. db SEE CHART 21116.1 1"MIN I 3/8"MIN. .D., SHIT.I TYP. O.C.,TYP. TYP. 2x'WOOD BUCK N EXT. SILL T�j 21/16' DETAIL E._2-TRACKFRAME SILL TYP., I SEE CHART, WOOD INSTALLATION SEE ANCHOR O.C.,TYP. TYP. DETAIL G. !-TRACK FRAME SILL NOTE 3,SHT.1 DETAIL F.3-TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE ANCHOR TYP., WOOD INSTALLATION SEE ANCHOR NOTE 1,SHT.I 1"MIN SEE ANCHOR 21116"O.C.,TYP. ED — NOTE 5 SHT.1 -1 T;;- ;. (1/4"MAX., ) CRETE 1318"MIN. SHT.1 SEE CHART EXT. EXT. WOOD ANCHOR TYP SEE ANCHOR NOTE 2,SHT.I O.C.,TYP. SEE CHART,SHT.1 SIC 2 1/16" DETAIL 1.4-TRACK FRAME HEAD DETAIL H.3-TRACK FRAME SILL WOOD INSTALLATION PRODUCT REVISED CONCRETE INSTALLATION 2x WOOD BUCK TYP., as complyi,18%rith die Florida CONCRETE SEE NOTE 3,SHT.1 WOOD ANCHOR TYP., Building Cod. - SEE ANCHOR NOTE 2, Acceplum No LU-3. SEE CHART,SHT.1 SEEANCHOR T.1 't. NOTE 6,SHT.I SEE CHART (1/4MAX.) miiiiii Prodact Conlro SHT.I 13/8"MIN. EXT, NSl 2 1116"O.C.,TYP. EXT. 2 1/16"O.C.,TYP.. 1"MIN 14,50705 CONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT 1 DETAIL J.4-TRACK FRAME HEAD DETAIL K.4-TRACK FRAME SILL TYP. WOOD INSTALLATION CONCRETE INSTALLATION t�Vl Z Rmom tal J.. 10/11/11 c No THIS 8HEET ANCHORAGEDETAILS R.W.r. ow ---- * FLGR�G?' JR 011"14 1 02 NO CMWES TO THIS SHEET NOXOMM,FL sus N P.Oeqx I= A:�-:� od. SERIES 770 ALUMINUM SGD-LMI 0 0 0 11111. Dw Ch.*.d NOKOMIS,FL 0274 � SMO oamm I 1 80-0770 — �NTS 13 -23 S TjI PGT0002 C2 1�' A.LYNN MILLER,P.E. P.E.#58705 CONCRETE ANCHOR TYP.,SEE NOTE t SHT.I ONCRETE SEE CHART 21/16"0.C.,TYP. SHT.1 2.04" SEE ANCHOR 1/4"MAX.SHIM 1J4•MAX,SHIM EXT- NOTE 5,SHT.1 SEE CHART SEE CHART (1/4-MAX.) SHT.I SEE CHART EXT. SHT 1 I � k SHT.1 CONCRETE ":.4 ANCHOR 21/18" 4.061" 2 11116r" • TYP.,SEE MIN. TYP. ANCHOR O.C. D.C.,TYP O.C.. SEE CHART,SHT 1 NOTE 1, 3.5" DETAIL L,4-TRACK FRAME SILL SHT.I �ay TYPICAL.JAMB CLUSTER FOR DETAILS N CONCRETE INSTALLATION CONCRETE M.N.O.P.Q&R ANCHOR 1"MIN. ONRY 1318"MIN TYP.,SEE DETAIL P.2-TRACK FRAME JAMB 1318"MIN, ANCHOR V. CONCRETE INSTALLATION 1/4"MAX.SHIM E)(T. 1/4"MAX.SHIM --I I NOTE 1, EXT. I j SHT.1 -7777. WOOD ODD . .... SEE CHART SHT.1 VOOD NCHOR ANCHOR MIN. 1/4"MAX.SHIM TYP.,SEE 'I I A ANIC I"W, —I I TYP., EXT. ANCHOR _HO CONCRETE ANCHOR -4,': SEE CHART ANC ANC 21/18" DETAIL O.4-TRACK FRAME JAMB NOTE 2. NOTE 2 i ANCHOR 0 HT.I SHT.1 5 D.C.,TYP. CONCRETE INSTALLATION s SHT.I TYP.,SEE 2X WOOD 13!8"MIN. ANCHOR BUCK 1/4"MAX.SHIM NOTE 1, SEE 4 EXT. I SHT.1 2 I/Itr ANCHOR -F O.C.,TYP. NOTE 3, DETAIL N 2-TRACK FRAME JAMB V MIN. 2 1/16' SHT.I WOOD INSTALLATION ...v D.C.,wp. WOOD E, ANCHOR 2X WOOD BUCK TYP.,SEE SEE ANCHOR ---MASONRY ANCHOR 21116" NOTE 3,SHT.I DETAIL 'RACK FRAME JAMB DETAIL M.4 WE JAMB NOTE 2,SHT.1 D.C.,TYP. CONCRETE INSTALLATION WOOD INSTALLATION WOOD FRAMING ......... SEE CHART,SHT.I P-HOOK MOUNTING ADAPTOR 13/8*MI P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN— ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK BETWEEN P-HOOK PRODUCTPE- INSTALLATION ANCHORS DETAIL Q,3-TRACK FRAME JAMB INSTALLATION ANCHORS 1 WOOD INSTALLATION -----CONCRETE/MASONRY aswmplyigww:-are Florida Building Codc (GROUTED BLOCK ONLY) koceiXanco No AdonL It 1314"MIN. 1"MIN. EE CHART, f- 114'011T—V SHT.1 -- owk 911'L lo WOOD ANCHOR SEE ANCHOR NOTE i!c 2,SHT.1. SEE ANCHOR NOTE 2,SHT.I I ]A ANCHOR QTY.FROM TABLES EXT- ANCHOR QTY.FROM TABLES 2.693"MIN. 1-3,SHTS 7-9 PERTAIN TO 1-3,SHTS.7-9 PERTAIN TO EXT. THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, 'I, No.58705 2.893"MIN. DETAIL S.P-HOOK DETAIL T,P-HOOKOC WOOD INSTALLATION -FE 0 s 4tA CONCRETE INSTALLATION SA 0 PCORO- 0", lafiltil c NO CHANGE THIS SHEET ANCHORAGE DETAILS .......... Tom go awww 0** Tom JR 0111M14* 072 NO CHANGM TO THIS NOKQVIA Fl.XM SERIES 770 ALUMINUM SGD-LMI PQ&QX I= --pGT0002 A.LYt#4 MILLER P.E. Dw NTSC2 REA68705 am I --- -i WOOD FRAMINGSEE CHARTSHT.1 ONCRETE/MASONRY P-HOOK MOUNTING 13/8' ,'MIN' P-HOOK MOUNTING ADAPTOR (GROUTED BLOCK ONLY) ANCHORS LOCATED MID-SPAN ., ADAPTOR ANCHORS BETWEEN �' , a `r`' �'`• ""� LOCATED MID-SPANo INSTALLATION ANCHORS BETWEEN P-HOOK - r:::�':; 1':.:•„:•r•:i INSTALLATION ANCHORS . "• ”"' •... .*.•.;f••';�.-�,r L °•.. _ •:•i i " SEE CHART, 1"MW. 13/4"MIN. 1 1/44-011— �,:;, •;�,':.:�.:; SHT.1 E.D. - •� WOOD ANCHOR SEE ANCHOR NOTE 2,SHT.1. SEE ANCHOR NOTE 2,SHT.1. ANCHOR QTY.FROM TABLES ANCHOR OTY.FROM TABLES 1-3,SHTS.7-9 PERTAIN TO 13,SHTS.7-9 PERTAIN TO THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, P2.893'MIN. 2.893"MIN. DETAIL MM,P-HOOK FOR BOX RISER DETAIL NN.P-HOOK FOR BOX RISER WOOD INSTALLATION CONCRETE INSTALLATION DETAIL V,SHT.18, ANCHORAGE DETAILS'A' PH SMS fi P-------;r------ &'C',SHT.13 PANEL CORNER PANEL i PANEL PANEL PANEL a DETAIL rtr TYPE +p TYPE +I TYPE TYPE A' ur tr t t t tETAIL'EE',SHT.19, #8 X 1.00" iii j' i i i i ANCHORAGE DETAILS'N PH SMS(OPTIONAL) iii i i r SEE &'P,SHT.14 NOTE ni Ir ilr rr r 3,SHT. PRODUCTR©VISED iii ii i 16 DETAIL'BB',SHT.19 as complying+vid+the Florida Buddingcode AcphanoceptannDa cce No EXT.�DETAIExZp By DETAIL'KK',SHT.20 +fimui Dade Product Contro DLO WIDTH=NOM.PANEL WIDTH-7" ANCHORAGE SHT.T DLO HEIGHT=NOM.PANEL HEIGHT-8.25" ANCHORAGE DETAILS'E' "" &'G',SHT.13 XX-900 CORNER-XX(2 TRACK INSIDE 900 CORNER) INT. FRAME CORNER ��GENSE''•• f' 'SEE APPLICABLE ASTRAGAL&INTERLOCK PER DP TABLES DETAIL No.58705 HORIZONTAL SECTION B-B I-PO LI S JOE-1ti! J.J. 10IVi1 C NO CHANGE THIS SHEET tom R-CHMOGYDRM ANCHORAGE DETAILS/EXAMPLEELEVATIO �'i�cC F1OR1OP h�� JR 01n3n4 C2 NO CHANGES TO THIS SHEET NOKQW,FL SM6S/ONA� P a evx tem SERIES 770 ALUMINUM SGD-LMI suc 8 �; 14.01 APL 81Y7I tr7rreet r,r r� a.+vne R,.r A.LYNN MILLER P.E. S.. NTS 15 -28 PGT0002 C2 P.E.#88705 DETAIL'CC,SHT.19 b"SHT1". T ' 'SHf.19 NOTES: 1.SEE SHT.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.7-16 FOR ANCHORAGE DETAILS. 2.DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT-NOM.PANEL HEIGHT-8.26" DETAIL'FP,SHT.19, ETAIL V,SHT.18, 3.(1)LOCK(ITEMS 70&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ANCHORAGE DETAIL'N'& DETAIL'EE. ANCHORAGE ASTRAGAL. ANCHORAGE DETAILS'N' 4.PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP TABLES. P',SHT.14 &'P',SHT.14 DETAILT. DETAIL V,SHT.18, &'C,SHT.13 ANCHORAGE DETAILS'A' PANEL PANEL PANEL PANEL A ��r PANEL "" PANEL "' PANEL PANEL " ETAIL'EE',SHT.19, TYPE TYPE TYPE TYPE r "r " ANCHORAGE DETAILS'N' lir TYpE ra TYPE ri TYPE TYPE R, 'L' D' A' n r r r r &'P',SHT.14 n r 'A' r a 'CS' r i 'QS' 'IC MAX. l i r I x r i MAX. / / / / HT. iii i d i i / / HT. DETAIL-BB',SHT.19 SEE iii � ii i � � SEE DP nr rr r DP SEE TABLES iii i o IBI SEE TABLES DETAIL'JJ',SHT.20 NOTE NOTE 3 air ra w air rr rI air ra rI 3 a a INT. n l--------a w=------A I EXT. DETAIL'U,SHT.18, DETAIL V,SHT.18, HORIZONTAL SECTION A-A SEE FRAME& ANCHORAGE DETAILS IE' XX-9�°CORNER-XX(2 TRACK ANCHORAGE DETAILS'E' PANEL CORNER OXXX(2 TRACK) &'G',SHT.13 90°OUTSIDE CORNER)-EXAMPLE &'G',SHT.13 CONSTRUCTION DETAILS SHT.15 EXAMPLE DETAIL-CC,SHT.19 DETAIL 13B' SHT.19 DETAIL'BB',SHT.19 -q i DETAIL DD,SHT.19, DETAIL AA',SHT.19, DETAIL'HH',SHT.19, DETAIL OZ,SHT.18, ANCHORAGE DETAILS'Q' ANCHORAGE DETAILS'S'&T, ANCHORAGE DETAILS'M' ANCHORAGE DETAILS T &'R,SHT.14 SHT.14,'MM'&'NN',SHT.15 &'O',SHT.14 &'J',SHT.13 DETAIL X,SHT.18,ANCHORAGE DETAILS'B'&'D',SHT.13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL 'M' 'F' F' K' TYPE TYPE TYPE TYPE MAX 'R' 1' 'M' 'P / / / / HT PRODUCTRHVISIID MAX. e"cmpildin Coda"villr the Florida SEE Reflding Ceae 3 POCKET / DP AcccptuiceNc ' / / / / UNDER SEE TABLES P r9tion Dwo�?s SEE DP SEPARATE SEE / / OTE APPROVAL N�3 M3amiDad� :_> TABLES a Prod as Control NOTE 3 X X X X �y111111111r L L I a O X X X ���'C���••.ENS M/<!�c'�i DETAIL Y,SHT.18, XXXX(4 TRACK BY-PASS) ANCHORAGE DETAILS W OXXXp(3 TRACK RIGHT POCKET) DETAIL W,SHT.18, EXAMPLE SHT.13&'L',SHT.14 = : No.587 05 EXAMPLE ANCHORAGE DETAILS'P - ;&W,SHT.13wm /f aJ f0fNf C NO CHANGE THIS SHEET ° .��'•. a EOP C;W A.wwJR 01614 C2 NO CHANGES TO THIS_"EET 10 Not �„ EXAMPLE ELEVATIONS ��'��S'S�pNA\ Palrpx"� SERIES 770 ALUMINUM SGD-LMI ''111111111 I`` arw, a`ue NOaCOAs F7.�� s ra+oae se,rr 4+roM` a+ A.LYNN MILLER,P.E. Od05108 RSA BOD770 NT$ f6 +28 f GTOW2 C2 P.E.a 58705 PANEL LETTER PANEL LETTER NOTE: p SINGLE FIXED LOCK87RE ASTRAGAL 1.SEE DP TABLES FOR INTERLOCK LOCKSME �JInPANEL WIDTH& APPLICABLE ASTRAGAL& FD(ED SINGLELOCK317LE SINGLE INTERLOCKS. R LOCKSTILE IIMINTERLOCK M INTERLOCK ASTRAGAL OUT LOCKE CS RECCEEIIVER INTERER LOCK LOCK KSrl T ASTRAGAL Q� FDWD 304" CORNER RV LOCKSTILE SIC INTERLOCK RECEIVER 1wxr6 S _ n SINGLE INTERIOR LOCKSTILE OUT QS LOCKSTILE INTERLOCK (ALL PANEL TYPES) �� ID EXTERIOR S FXED _ _ ❑ ASTRAGAL SINGLE CORNER LOCKSTILE IN SQ INTERLOCK LOCKSTTLE mox" L SINGLE ASTRAGAL AS RECEIVER SINGLE INTERLOCK OUT INTERLOCK LR SINGLE SINGLE SA INTERLOCK RECEIVER 1� A3�1'L QJf TRLCORNER INTERLOCK CI LOCKSTILESINGLE mmom BMKILE ASTRAGAL SINGLE CORNER ERLOCK IN INTERLOCK LOCKBTD.E d�r>19 SINGLE &N&E CORNER F B INTERLOCK INTERLOCK CF RECEIVER LOCSTITILE SINGLESINGLE FIXED CORNER F INTERLOCK INTERLOCK FC LOCKSTXE RECEIVER SINGLE SINLE FIXED E INTERLOCK INTERLOCK pp INTERLOCK L COCK87XE SINGLE CK INTERLOCK LOCKSTKE RR LOCK3RE INTERLOCK PRODUCI'REVISED es complying WWI 16u Florida uML LOCKSTILE Eu�ldingCodc �it— � OUT Exp, ca No '-t NocrourT Expireriop lloi I Za ASTRAGALLOClKSTILE. By_. d0 IN ImulDS ProducrControll u A SINGLE LocKSTILE 11111111 INTERLOCK IYNN DINTERLOCK ��a��,. ��GENSF '•.FSA i LOCCBTILE INTER RRLLOCK R':• •'.• No.58705 JLOCK87XE A87RAGAL = '. �� '�•�'zN"�0' rourl OUT J TA 10/11m C NO CHANGE THIS SHEET AP NEL TYPES 1070 TEpWOLOOYDRIVF 'O��( p.tOR\OP;•'' JR 01/29/14 C2 NO CHANGES TO THISSHEET NORMA F'$4s75 SERIES 770 ALUMINUM SGD-LMT ���'�iS,S�DNA�IF P.O.BQd(falB as�r s.s urfspv. wr. 1�II ll1l n1e OYir NOKONIB,FL$4271 A.LYNN�td0.tER,P.E. Og pg RrK SOD776 NTS 17 w 23 PGT0002 C2 PR.#66705 SILL RISERS OPTIONS 24 23 a EXTERIOR INTERIOR[� —7 21 (ALL VERT.SECTIONS) I 78 I q 4A66• 2,5, 3.308' 1.60 E EXT. EXT EXT. EXT. FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 28 22 46 HEAD I c 20 I� 18 12 4.056' 2.6517 3.3W DETAIL'MM'SCREEN 1.587- AT SILL EXT. 1.50r EXT. EXT. FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER FL 1 3 4 113 b 113 8 113 6 60 8g EXT EXT' EXT. DETAIL'V' DETAIL'X DETAIL'Z FIXED PANEL FIXED PANEL FIXED PANEL SHOWN SHOWN SHOWN RODUCT REVISED ¢pmPlyh1a will,file 1 IUrida lding Code 89 gg 88 klceplance no 'plraUon Dq/e.. � 1 EXT. 72 OR 73 72 OR 73 EXT. 72 OR 73 EXT. Alrunj Dade Product Control -. 7 8 10 11 11 11 113 113 113 `\���o��LYNN 41/����i, B 5 6 ��Q'��••'•�?GENSF '•.F9 Q . � No.50705 DETAIL'U' DETAIL'W' DETAIL'Y' J. 1GM1/N Crs�wc NO CHANGETHI33HEET Si TEO 10�7E �, VERTICAL SECTION DETAILS %�,c�"•, FtoRlo?•'�� JR 01!23/14 C2 NO CHANGES TO THIS SHEET NUIroa1A n M2M 11e ,�FS •' �� P.O.egxfag SERIES 770 ALUMINUM SOD-LMI '��,//SIONA, anen aw.: wsr NOKOMIB,ft ses71 J' rr o.+pna nw. A.L'AULLEW 0 SAC ggti5py a� 8CiD770 NTS 18 >23 PG7b002 C? PE1fse7os 60 81 80 OR 81 103 113 18 5 80 OR 81 113 113 14 5 67 DETAIL'CC' 68 DETAIL'CC 800861 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL 5 AND STILES AND STILES 103 113 IC 62 111 63 BOOR 61 14 85 5 17 DETAIL'II' 80 OR 81 113 106 105 DETAIL'HH' AT MIDSPAN DETAIL'FF(FIXED PANEL) 103 113 18 ib DETAIL'BB' 112 DETAIL'EE' S 52 40 2861 63 30 27 8380 OR 81 80 OR 81 17 28 5 DETAIL'NN'SCREEN AT JAMB 65 111 62 113 106 105 DETAIL'LL' AT MIDSPAN RODUCTRu 28 DETAIL'DD'(FIXED PANEL) s wmc"pla 63 ptying wi...._,,odd. 80 OR 61 iCodc ceplence No OL�2(J•Z[ /^'ll 27 28 3ttpimtkn Dntu.. G� BO OR 81 yenil De Product Control 2e 101 INTERIOR (ALL HORIZ.SECTIONS) ` `\�`��ON , 1(� EXTERIOR 113 106 ....... 62 �1GENSF '•.,'Q DETAIL'AN AT MIDSPAN _ !F;' No,68705 DETAIL'GG'(FVED PANEL) `ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3, SHTS.7-9 FOR DP(PSF)ASSOCIATED WITH STILE s TE��►`(; as 1Qw.0/11m C` NO CHANGE TNS SHEET HORIZONTAL SECTION DETAILS %���`' F�pR1pP,''�N 1070 TECHNOLOBYDMVE JR 01!29!14 C2 NO CHANGES TO THIS BHEET NOXDMI3,Fi 3W6 T°` '�;SS�ONAG P.Q BOX 1673 SERIES 770 ALUMINUM SGD-LMI '�r 111111%, Orr Opp: FL 34274 ® sMwfbas w s""� °r"*oM' A.LYNN MILLER P.E. SMC O&W/08 ROW 8OD770 NTS 1 19 d 23 PGT0002 C2 P.E.#68705 5 61 113 118 7 11 113 103 14 'N� 5 120 EXTEFWR INTERIOR EXTERIOR 61 5 14 113 of 118 IRODUCT REVISED 11 Wmplying wiles the l°IurWa wilding Codc _ A 7 •sxpirpa Date; `1 9(98 --�� 5 Deck 1.dwl Control` DETAIL 'JJ' DETAIL 'KK' """ (90° OUTSIDE CORNER, 2-TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) Q�` •>pENSE No.A MN 58705 J.J. 10/11/11 C NO CHANGE THIBSHEET OMtlYO� ��'. SATE f ,M,��,00,.� _HORIZONTAL SECTION DETAILS CORNERS ; AN FLORO—* JR �QMYMNO CHANGES TO MIS SHEEr NOHOW&a X275 SRIES 770 AUMINUM SOD-LMI �f101Cadfl&FLan.eA.LYNNA�II.i.trL P.E. ��M 80D770 NT$ 20 r 23 1 PGTOW2 Cl P.E.088705 ITEM PGT Dx9 a�b # PGT# Dexca -�— REM PGT Dap.# PGT.# Descdplbn 1 17308 617306 2-TRACK HEAD .80 17325 617325 PANEL STILE 2 17303 1 617303 -TRACT(HEAD WITH SCREEN RAIL 81 17328 617326 PANEL STILE(HEAVY DUTY) 3 173D9 617309 3TRACK HEAD 02 17327 617327 INTERLOCK ADAPTOR 4 17312 817312 TRACK HEAD 03 1225 OTP248 VINYL BULBWSTP.-THINQNSIDEINTERLOCK) 5 17314 817314 FRAME SCREW COVER 04 1729 71729 SILL END WEATHERSTRIP PAD 6 17317 617317 FRAME HEADIJAMB AMON 65 17326 617328 INTERLOCK SCREW COVER 7 17304 017304 2-TRACK SILL 67 17329 617329 ASTRAGAL 8 17301 817301 -TRACK SILL WITH SCREEN RAIL 88 17339 1 617339 HEAVY DUTY ASTRAGAL 9 17307 617307 3-TRACK SILL 69 17324 617324 TOP 6 BOTTOM RAIL 10 17310 617310 -TRACT(SILL 70 17350 417350 WEATHERSTRIP EXTENSION ONJECRON MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1 112'X 11 X 3'4 KOH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN AODDON 72 8153 78163X TANDEM ST.M ROLLER ASSY. 13 17316 817316 FRAME SILL SCREEN END ADD-ON 73 8153 7815M TANDEM NYLON ROLLER ASSY. 14 17305 817305 -TRACK JAMB 74 SILICONE DOW 899 at 995 15 17302 617302 -TRACK JAMB WITH SCREEN RAIL 75 8185 78169( OEMTNI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 16 17308 617308 •TRACT(JAMB 76 71032MFPFX #10.32 Xt'FL.SS SCREW WI TYPE'P TIP 17 17311 817311 4-TRACT(JAMB 77 7103239 1032 STEEL DNC U•NUT 18 17322 617322 SILL RISER-0 78 17358 617358 3118 8 114 OGEE BEAD HORIZONTAL 19 17319 617319 SILL RISER-0 HOLLOW 79 17357 617357 1'10 BEAD HORIZONTAL 20 17321 617321 SILL RISER-LOW FLAT 80 17359 817359 7116 BEAD HORIZONTAL 21 17318 617318 SRL RISER-LOW HOLLOW 81 17360 617360 9/16 BEAD HORIZONTAL 22 17355 817355 SILL RISER-MED FLAT 82 1224 8TP247K VINYL BULB WEATHERSTRIP 23 17354 817354 SILL RISER-MFA HOLLOW 83 IGTAPE 1/2-X V16-SINGLE SIDE ADHESIVE TAPE FOR 10 BEAD 24 17320 817320 SILL RISER-KOH HOLLOW 25 17323 617323 SILL RISER-HIGH FLAT 100 8052 48052 ROLLER ADI HOLE PLUG 28 17333 617333 POCKET DOOR P-HOOK 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71896 DUST PLUG 28 17334 617334 POCKET DOOR P-HOOK MOUNT 103 8188 781BOX V KEEPER 29 17335 M7335 P-HOOK COVER 104 853 7SOKEEP SCREEN LOCK KEEPER 30 17348 817348 POCKET ODOR P-HOOK FOR BOX RISER 105 17344 817344 FOED PANEL CUP-6'LONG OPTIONAL PARTS(NOT SHOWN IN ORAWINO) 106 17352 617352 EXTERIOR FIXED PANEL RETAINER 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 41 7LOCKWGSK SCREENLOCKSET 108 1 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 42 41818 SCREEN KEEPER SPACER SET 109 1 1731 781626N HANDLE LOT-RECESSED INTERIOR WITH THUMB TURN 43 8152 88152 SCREEN I NTERLOCKAOAPTER 110 1732 78178 HANDLE WT•RECESSED EXTERIOR PULL 44 4428 6442E SCREEN DOUBLE INTERLOCK 111 71OX34PPSDAX#10 X314'PH.PN.TEK-S.S. 45 4317 612258 SCREEN TOP RAIL 112 1235 67SIO WSTP,.270 X.170-RN SEAL 46 4318 812257 SCREEN BOTTOM RAIL 113 1712 84086 .187 X.230 FINSEAL 47 668 7SRAZ STANDARD ROLLER 114 710)(IT5PPX #10X1 VZ' 48 888 7SRAX STANDARD ROLLER-ST.STL 115 710XPPT #10X1' 49 4344 64314 SCREEN ASTRAGAL 116 72WX #14-20 X1'ST.STL PRODUCT REVISED 50 17349 017349 O)O SCREEN ASTRAGALADAPTER 117 720X112X 1114.20 X1.5'8T.STL. m complyitt8 with Aho Florida 51 lew 61892 SCREEN SPLINE-.105 118 17338617336 CORNER RECEIVER Building Code ,d��1111�� 52 1694 61894 SCREEN SPLINE-.150 119 17337 617337 OUTSIDE CORNER ASTRAGAL eceptanco No U2 3- 11) C20 53 81810SCREEN PATH 120 17336 6117338 INSIDE CORNER ASTRAGAL '.Pimtioa� 810 12016 54 1725 112"x 4'x 1118'SITTING BLOCK56 1728 1728 IF,X M X 1/i8'SITTING BLOCK 210 GLASS LAMINATEO IO 311(rF-7116 LAMINATED HT-HT PVB aw Dade Product Control 211 CLASS LAMINATED TO 114T-7/16 LAMINATED HT-HT PVS 202 GLASSLA 7/16 MINATEDHT-HT PV8 212 GLASS LAMINATED IGYieT-7116 LAMINATED HT-HT SOP �1L\1111141/A/ 203 GLASS 18 LAMINATED HT-HT PV8 213 GLASS LAMINATED IG 1147.7116 LAMINATED HT-HT SOP �.���oN,•......•Mr��F�,� 204 GLASS 17118 LAMINATED HT-HT SOP 214 GLASS 7116 LAMINATED ANWANN SOP .•''�10ENSF •.,� i 205 GLASS 19116 LAMINATED HT-HT SGP 215 GLASS 9/18lAMINAlEO ANN-ANN SOP '•• 218 GLASS LAMINATED IG 31ST-7116 LAMINATEDANNANN SOP _� No.58705 217 ILAMINATEDIG 1147.7/18 LAMINATED ANN-ANN SOP NOTE:ALL ALUMINUM=6063-T8 = D'• 1 _ awenr or,perc C):�VATE aJ. 1a11n1 c NOCHA4YOE 16 THIS SHEET 7ot>#(�#volooro4Nroe PARTS LISTFS;•.FLDRIOP JR 7;2&14 C2 ADDED PARTS 214.217 MCKOM48,Ft 3d d /ONAL NN Paewc162# SERIES 770 ALUMINUM SOD-LMI �'Ot11111%11 NOl(aVM,Fl.NPH f.b.91! 4-le wno as-rine P' A.LYNN MILLER.P.E. Mom4#14 °M" SOD770 NTS 2f +23 POT0002 C2 P.E.#56705 0.080"1.303" 0.718" 1.060" 0.83' 0.050"1.060" 1.003" 1 1�0 0.062" 0.325° 1 0.060" 0.779" 0,7� 0.289.. 0.050" 0.709" 1.162" 0.082' 0.062" 0.284" 0.757' 0.550" 1.739° INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) SILL TRACK GLAZING BEAD(I.G•) FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (65) MATT:6063-T6 (5) MAT'L:6063-TB (78)MATL:6083-T6 (11)MATL:6063-T8 (79)MAT'L:6063-T6 (1 S)MArL:6083-T8 (106)MATL:6003-TB (62)MATL:6063-TB 3.979' 3.979" 3.802' =+ "i0.752" 2.304" 3 f 0.075" 1.183" 0.885" 0.075' J 1.846' 0.796" 0.233" J= 1.846" 0.082" 0.082' P-HOOK SCREW COVER 0 P-HOOK MOUNTING ADAPTOR (29) MAIL:6063-T6 0.126" 0.281" (28)MAIL'6063-T6 P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL j 3.802" (30) MATL:8063-T6 STANDARD ASTRAGAL (68)MATL:6063-T6 (67)MATL:8063-TB 0.574" I =Lc M325' 0.082'0.075" 1,6" 18° a"P-HOOK (28)MATL:8083 T6 3.125" STANDARD STILE 3.125" TOP/BOTTOM BOTTOM RAIL (60)MATL:6063-T8 HEAVY DUTY STILE (89)MATL:8083-T8 1.872" 0.232' (61)MATL:6063-T8 0.750" 0.750" 0082" 1.019" 1487" SCREEN STILET JI{ 0.232" (40)MATL 8083-T8 0.082" --tF PRODUCT REVISED 0.062" 0,062" 0.232" ns wmplyin&with the FTmido 0.750" FLUSH FLAT SILL RISER cello ° (16)MATL:6063-T6 isAmpleeoee No Rv,e 0.232" >:_.rpirntton Dou 25 0.082" 0.908" 73y ' 4.056" 3.305" 3 gam" vltenJ Dodo P 1rct Control 2.556"0.062" 5" 3.205"ul `111111 a liir 1.5e7" Iff j 2.46 0.082" 1-- 0.062" 0.082' IFS- No.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 = _ (24)MATL 08 6063-T8 (23)MATL:63-T6 (21)MATL:6063-T8 (19)MATL:8063-T6 (20)MATL:8083 T6 (22)MATL 6063.-T6 (25)MATL:8063-T6 '•, all ty: STATw taunt naCHANGE THIS lEEr ,moredurdoovoays EXTRUSIONS '%�<<Sr'�•.�<OR10P.•'O JR 7::194] C2 NOCI"w 2'o7F118SIIEEr NO"0" A'$076 SERIES 770 ALUMINUM SQD-tMl '''�//ONA�Pa taxv e"aae.c «+. �. o."w xwA.��0 A.LYNN MILLER,P.E. i 8OD770 NT3 22 •23 PGrOW2 P.E.p 68705 5.069" 8.662" 1.045" 1.36" -"1 1.38" •-� � 1.505' 1.2+1" 1 1.993" 0.062" J.081 0.081" 0. " 0.080" SCREEN TOP RAIL 0.081" 2-TRACK HEAD 4-TRACK SILL (46)MAT'L:6083-T6 (1)MAT L:6063-T6 (10)MAT L:8083 T8 8.198' 6.198" - 0.626" 5.069" 1.505" 1�- 0.875" 1.211' l J 1.993" 0.081" 0.080" 3-TRACK SILL 0.082" 2-TRACK HEAD W!3CREEN TRACK (9)MAT'L:8063-T6 SCREEN BTM.RAIL (2)MAT'L:0063•T8 (46)MAIL:6063-T6 2-TRACK JAMB 6.221" (14)MAIL:6083•TO 7.105" - 2-TRACK JAMB W! SCREEN TRACK 1.505" 1.36" (15)MAT'L:6063•T6 Au 1.211" 0'�2-TRACK SILL W1 SCREEN TRACK 1 36" 0.081" 8 MAT'L:8063-T8 3-TRACK HEAD 0.081" (3)MAIL:6063-T6 4.49" 9.142" 0.081" 1.505' 1.211" 7.105" 0.080" CK SILL (7)MAIL 8063-T6 4-TRACK HEAD 0.081" 9.141" (4)MATL:6083-T8 1.03" b.821" 4, RODnscodeUCT REVISED wmplying eit6 Uw Florida o�1 1 " ce No Dale," �D� 2.893" y_._....�� 1.6" 1.498" 0.133 Aimnd Dedc Fro ocr Convol L 0.080" :t 4" !jj -%I III)- 6.821" �\\ N� LYNN INSIDE CORNER ASTRAGAL3 TRACK JAMB �� ���•��GENs�c C�Fp��� (120) MAIL:8063-T6 OUTSIDE CORNER ASTRAGAL 2.828' (18)MAT L:8063-T6 ' (119) MATY:8063 T8CORNER RECEIVER 4-TRACK JAMB *' No.58705 (118) MAT1:6063-T6 (17)MAT L:8 -T6 *- 1a11/11 c IYOCHwnoe7HlsSHIEET ;'O '', fATE F Pi. +omlEcrrNaooY EXTRUSIONS '" �tORtOP•, JR 01123114 C2 NO CHANGES TO THIS SHEET NOWAVA FL 84276 �^' '�iS '••'•• •' SERIES 770 ALUMINUM SGD-LMI '',S/ON4 E �� ndr owr NOXOW FL 84274 wearer r coos - nr..,nrn A.LYfSI�'WLw P.E. SMC O&V40 RM SOD770 NTS 23 d 23 PG7r7002 C? REX 56706 l ' I MIAMI 11'IIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wlvw.miamidade.gov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PW'701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. NOD-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 terminate this MOA. 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. 134502.03 M I�AADp E NTY {;cs'+rt Expiration Date: February19 2019 f-` �� Approval Date: July18,2013 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. FTI -7212, 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 previous 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.Gascol,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 12/11/16. 2. Notice of Acceptance No. 114624.02 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 07/18 and 31/03, all signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW- 701 PW701 Aluminum Fixed Window --- L.M.I." approved on 02/02/12 and expiring on 02/19/14. Jaime D.Gascon�.fy. 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 DESIGN PRESSURE RATINGIMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE 8 SMALL ,)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS 2-6 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 48"TIP-TO-TIP WIDTH HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48"BUCK WIDTH 48'BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-114'VISIBLE 461/4"VISIBLE _ 45-1/4'VISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCT RENEWED INSTALLATIONS ABOVE 30•IN THE HVHZ,THE OUTBOARD 8"MAX. -+{ 6"MAX F,SHEET 8 2"MAX. 8 eaa lyi"with the Florida [7n� LITE(CAP)MUST TEMPERED. B,SHEET 6 D.SHEET 7 H SHEET B Aooeptmoe NOJL /c+�i, 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, - _ USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS I I -C I WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A 96" C E,SHEETS I SHEET 7 EE,,SHEET 8 SHEETS G. EET 9 UNITS AND CONCRETE WITH MW.KSI PER ANCHOR TYPE. SHEET 6 SHEET 6 SUCK SHEET7 7 98" HEIGHTSUCK 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE _ __ ___ ___ HEIGHT i _ ______ n CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE 03.1/4' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, 82-1/4' VISIBLE k WOOD BUCKS DEPICTED AS 2X ARE 1.112"THICK OR 12'MAX. i VISIBLE 12'MAX. i 93.1/4' / GREATER.1X AND 2X BUCKS WEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 6"MAX. ( LIGHT HEIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / 95" / HEIGHT I / 9(r THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR i TIP-TO i I HE GBUCK a 0) WN ARCHITECT OF RECORD,(AOR TIP K a 6)ANCHOR EMBEDMENT O STUCCO.USE ANCHORS OF BASE MATERIAL SHALL BE i HEIGHTi I } et e1o0 N BEYOND WALL DRESSING� SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.INSTALLATIONI __ OJ m S LU ANCHORS SHOULD BE SEALED.OVERALL I g LL IJy J uwa SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF g" I 12'MAX,O.C. 6' �+•D-�{ I~ 1T MAX.O.C. H,SHEET 9 fn p INSTALLATION SHALL BE DONE BY OTHERS ANO IS BEYOND MAX, 2"MAX. (� X . MAX, SHEETS SHEET 7 �...— g'MAX.O.C. W Z Q j •0N THE SCOPE OF THESE INSTRUCTIONS, ca 6)MAX 1M'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION 0 z O Z zz LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) i a 0 SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING v ~ < LL O APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE �,- SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: THEM BY THE WINDOW. 1Y O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK H W GUIDE TO SHEETS: MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.8. y 06 10°'15 7)DESIGN PRESSURES: GENERAL NOTES........................1 ANCHOR SPACING TO BE W MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME z to A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS................................1 /P `� MEMBERS,SEE FIGURE 1,THIS SHEET. 3: Z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM OWING DETAILS...................»..2-6 O O E1300.09. DESIGN PRESSURES..................2di 12'O.C. --WIDTH--�i I•�-WIDTH-"( F.—WIDTH—�I I'�WIDTH +I LL Z Z S.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. 0-'j11 OPRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 / t tANALYSIS AND GLASS PER ASTM E1300-09. INSTALLATION,INT.FINA.•........8 O INSTALLATION,INT.FIN 6...........9 J � w W d8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY....,......»......,0DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................10 6' ( I = IxLLTO THE REQUIRED DEStCiN PRESSURE.THE 33-1/3%STREBS PAR73 LIST................................_10 �' L Ll INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS -tR— THE EVALUATION OF ANCHORS INTOACTOR WOOD.WAS USED FOR THAT TABLE is I T I�—WIDTH _� }'�WIDTH Imo-WIDTH�I T Imo-WIDTH�•{ �� YNN1 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TypeDescdp,bn Shot � � � ���O••�TCENSS •F'P � SHALL MEET THE REQUIREMENTS OF THE FLORIDA g 8 d Q;•' •..f� BUILDING CODE FOR CORROSION RESISTANCE. 1 7116'Land 3118'An•.090"PVB-3116'HS 2 in A x x s _* No,58705 9)REFERENCES:TEST REPORTS FTL-3836,3860&7212; 2 7/18"Local V 16"HS-.OW PVB.3716'HS 2 11 11 1 L ELCO ULTRACON NDA;ELCO CRE7EFLEX NDA;ANSVAF&PA 3 ,-1118'Laml.b 16'T-7Ii6"Air-3118"M-.090'PVB•3/16'HS 3 .L 1 1 L L •• _ NOS FOR WOOD CONSTRUCTION-(2M)AND ADM 6 7/18'Land 4 1-1116- I 8"Ae•090'O A3/18`An)HS•.080'PVB-3118"HS �__ WIDTH =i I" WIDTH-H 1-"WIDTH-�I �-WIDTH-�{ ''0 •,v`+ 711 ) I (V ALUMINUM DESIGN MANUAL-(2005). — —— rA-- 7�'r— 1 STAT 8 7/,e•Lamt 3/18'Hs-.090"SO.3116•Hs 4 -J' —— — T T ——— • PT . am. T7/18'Air•3116"An-.090"SG-3/i6'An 5 T . .....10 THE 720 SERIES USES A PVB INTERLAYER,THE 820 � FSERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 1-1/18"LarAl.10 3116"T-7116'Air-3116'HS-.090"SG•311W HS 6 // �5ON ALMAY ALSO BE REFERRED AS THE 701 SERIES. "SG"-'DUPONTS SENTRYGLAS INTERLAYER'BY E.I.DUPONT = xx tu DENEMOURS&CO.,INC. j i A.LYNN MILLER,P.E. 1.. PAA 56706 TABLE 2: Window Design Pressure(+1--,psf)for Glass Type 1 Long Side(1e) 7/18'LAMINATED 07-7/8 72 7e 80 84 88 92 96 100 104 109-112 GLASS STACK I 30 +1-60 +1-80 +IAO +IAO +1-60 +1-00 +180 +IAO +/-60 +1.80 +1-00 32 +1-80 +1AO +IAO +1.80 +180 +1-80 +1.80 +IAO +IAD 0.80 +/-BO .090'PVB INTERLAYER 34 +/AO +1-80 +/AO +1-80 +180 +1-80 +1-80 +1.80 +140 +/-79,8 +/•79.4 -3116'HEAT STRENGTHENED GLASS 30 +140 +/-80 +1.80 +1.80 0.00 +1.80 +/•79.7 +1-772 +/-75.1 +/-73.4 +1-72.2 38 +1-80 0-80 +1.80 +IAO +180 +1.78.1 +1-75.2 0-725 +/-70.3 +148.5 +148.3 3/18'ANNEAIED GLASS a PRODUCT Rwithdo as�tdb*Cub with the Ffadde 40 x140 alA0 040 +1-79.8 +1-77.2 *1-74.3 a1-71.3 +/•67.9 +f.65.1 +1$3.4 +1$1.8 4 11 PdWfng Code 42 +/AO 71.80 040 0-71.4 +1-74.3 0-71.3 +1-68.2 +1-64.7 +1$1.6 +159.8 +656.2 A No 9...1 44 +1-80 +IAO +1-78.9 +/-75.4 +f-72.1 *1$8.9 +l-05.8 +I-622 +159.7 +157.5 USED AT CURVED Gw✓""li 46 +1-80 +1-80 +/47.2 +/-73.6 +/-70.1 0-688 +143.5 0.00.3 +/57.7 FRAME MEMBERS ONLY 29 5/8' �- LONG SIDE y �� $' 48 +1•80 +1-79.3 +1-75.6 +1-71.9 +1-68.3 +1.64.9 +1$1.5 +1.58.2 11.718'O.C.MAX. CLASS BITE Mimi Dade Prod1M eoT� 50 +/.BO +f-77.5 0.74.1 0-70.3 +($8.7 +I-831 r1-59.7 13 52 +/-79.1 +/-75.8 +1-72.4 0-68.8 +1-65.1 +I-61.5 SHORT 54 +1.77.4 0-73.8 +1-70.5 0-67.3 +1.63.5 '- 56 +1.75.8 +l-72 +/-08.8 +1-65.3 EXT R 20 13 SIDE N 58 0.74.2 +1.70.3 +1.86.8 J_. 60 +/-727 +10.7 +/-05 62 +671.2 0.67.1 GLASS TYPE 1 64 .149.7 1 +1-8&5 1 i i LONG SIDE a (18 H-68.3 67.7/8 +1-07 1 1 1 1 1 T M NOTES: SHORT 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE Z a •�aa 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0-' 3)FOR ARCHITECTURAL WINDOWS,FlND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N < eNa co O N TABLE DIMENSIONS MAY BE Ow J ' ORIENTED VERTICALLY OR ZLL _3 Z us9 p HORIZONTALLY AS SHOWN. W C) X N O TABLE 3: r W m O U' SN4 Window Design Pressure(+6,psf)for Glass Type 3 c> YO p Long Side(in) Z d Z .� 0 N LL 67-718 72 76 s0 84 88 92 98 100 104 109-112 1-1/1B'NOM. g O 7/18' 30 +/-60 +1_80 +1-80 +1.80 714(1 0-051 +1.80 .1-Bo +/.80 +1-80 +1.80 GLASS STACK TEO J N 2 r/AO +/AO +1.80 +140 +140 040 040 080 +/-80 +1-80 +1.80 3ti S'GLASSS STACK Q 34 71-50 0.80 0.80 0-80 +180 0-80 +IAO +1.80 0-80 +/-80 +1.80 STRENGTHENED _ I SHORT SHENED GLASS -^'1 SIDE ® �? Z -_ 30 r1-80 .1-80 +1-80 a!•BO +140 a/-80 +1-80 +IAO 0.80 +/AO *1-80 3f16'TEMPERED GLASS 38 +I-80 0-80 +IAO a/-60 +IAO +1-80 040 +IAO 0.79.4 +1.76.4 +1-74.3 3/16'ANNEALED GLASS 40 a1A0 71.80 +140 +140 +140 +1-80 a/40 +/-78.7 +1.73.5 +1.70.9 +!-69 7/18'AIR SPACE .090'PVB O W 42 +!•60 0-60 040 +1-80 +IAO +1_800.71 +1•73.1 +1'%.6 +1.68.9 *145.2 INTERLAYER z IL olo'S 44 +IAO 0.80 +1.80 +140 +/80 +1-77.8 +1-74.1 +1.70.3 0-67.5 +1-63.9 11 F ZN R 46 .1-00 +Ao +140 +140 +/-79.2 +1-75.4 1 +1.71.7 +1.881 +/45.1 5 LONG O O I•aQ $ 48 +1-80 +1_00 +140 ./$0 +677.2 +1-73.3 0$9.5 +1.85.8 USED AT CURVED SIDE 50 +/-80 +1-80 +/-80 +/•79.4 +1.75.3 +1-71.3 +1-67.5 FRAME MEMBERS ONLY 29 5/8' O X W (L a 52 +J.600.80 +1-80 +1-77.7 +I-73.5 0-09.5 11.7/8'O.C.MAX. GLASS BITE L p 54 +140 +1.80 +1.79.8 +1-78 +/-71.8 13 Dell '�ro0 aoue5 56 +1-80 +IAO +1.77.5 +1-73.8 58 +/-80 +1-79.4 +/•75.4 EXTERIOR BO +140 O.77.8 +1.73.5SIDE \ rONV.LYNN Al/(e��i,' 62 +/-80 +/•75.8 22 21 13 SHORT 84 1 ±7&2 1 +/-74 \GENSF ,•.P 66 +1-77.2 GLASS TYPE 3 .•' •'•..�. 67.7/8 1 +/-74.9 *' No.58705 _ NOTES: _ 1c 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 7:-� u IY 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �J '.• -7`!I ) ILL 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. STATE F •�\ ••.•FIORIOP.•�G\\: sS/CNA\- A.LYNN MRLER,RE, REA 58706 TABLE 4: Window Design Pressure(4d-,Pat)for Glass Types 2 6 4 Lang Side(n) 67-7/8 1 72 76 80 84 Be 92 96 100 104 109-112 112 116 120 1 124 128 1 132 13B 140 144 30 040 +1-80 +1-80 0.80 +1.80 +1.80 +l-8O 41-80 +/40 +140 +1-80 +/.80 +1.80 +140 +1.80 +f +!-8D +/-8D +180 +/-®3 32 1.80 080 080 080 +180 41-80 +180 +I +180 +1.80 41 0 0.80 0.80 +l40 +1-80 +180 +180 HAD +l4D 34 +1•80 +180 +180 +l80 +/-80 +/All 080 +180 +IAO 0-80 +1.80 1 0.80 +180 +/-80 +1.90 +1-80 36 0.80 41-80 +1-80 41-80 +1-80 +180 +/.8o +1-80 +TAO +I-80 +/-80 ./-80 +I-8D +1.80 +TAD +IV ODUCT RENEWED 38 41-80 080 0-80 080 +/-80 41-SO Too +180 +180 +1-80 0-80 040 0-80 040 comPlyu�gw111weFlodd+� 40 +/-8o 41-80 +1-90 41.80 +1-80 +140 +/-80 +1-80 +1.80 +/40 +140 +/-80 [ding Coda n 42 +1-80 +/-80 0-80 +1-80 0.80 +IAO +l +/-� +i 0 +140 040 oo�lanc° 1 44 41.80 r1•80 +1-80 41.80 +1-80 +1-80 +1.80 +1-80 0 +/•8o IMe '� 46 +/-80 0-80 rIV +1-80 41-80 +140 +IAO 41-80 +140 y 48 +/AO +140 +IV 41.80 +140 +/-80 +TAO 41-80 f° 50 +1•80 +1•80 +1.80 +/AO +140 +/-80 0.80 r Pq 52 +/-80 +/-80 41-80 alAO x180 +I-79.1 '- 54 +IAO +/-80 +/-8 +1-80 0-78.8 56 +/-80 +1-80 +/•80 +1.79.1 a se +!•80 0.80 +1.80 00 +/-So +/AO 1-79.3 e2 41Ao +/-eo � +IAO 66 +IAo 87.7/61 +1-80 a nay 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. G y 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. N N °J0Q O R w n ZW �' w { V X N 1.1!18'NOM. TABLE DIMENSIONS MAYBE p W m Y 1, 2x0 GLASS STACK ORIENTED VERTICALLY OR ^o> 0 O Z cu o 711('LAMINATED 7!78'LAMINATED Z d Z O GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. E- J O 3116'HEAT STRENGTHENED GLASS LONG Q M .000'PVB INTERLAYER 3/18'TEMPERED GLASS SIDE 311W HEAT 3118'HEAT STRENGTHENED GLASS hr- LONG SIDE ` 3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7118'AIR SPACE .000'PVB INTERLAYER -�- ) ® §l Z �d 100DS 4 „ „ SHORT ----� iT g w z USED AT Ct _ 6 SIDE FRAME MEMBERS ONLY 29 �„ USED AT CURVED 6/B' SHORT Z W¢' n ®11 7/8'O.0 MAX FRAME MEMBERS ONLY 29 SIDE a p O GLASS SITE ®11-7f8'O.C.MAX. GLASS BITE $ Z fN"FYI 1-3 1.3 O C7 U 1yx� N ERIOR EXTERIOR �- LONG SIDE <3 20 13 -� 22 21 13 001 a°oO°ouog Y GLASS TYPE 2 GLASS TYPE 4 sSIDE LGA \\�t Lt 11111 r, IDE SIDE \�.� y LM/ YNN ��•l��•JCENSE '`F'P 'i • >AC�� *� 140-58705 S/ONA\- o �/lunirl``, A.LYNN MILLER,P.E. P.E.M 58705 TABLE 5: Window Design Pressure(+/-,psf)for(Mass Type 5 Long side(In) 7115•LAMINATED 87.7/8 72 78 8o 84 88 92 96 100 104 1WV2 GLASS STACK 1 30 +901.125.4 +901.120 +901-115.5 +90'•111.5 +901-108.5 +901-108 +901.104.5 +90!403.5 +99-1025 +9W-100.7 +99-97.9 .09TSGINTERLAYER « -115.9 +99.110.8-+§U--105 3 +99-101.8 +901.&8.7 +9W-95.7 +9W.92.3 +9(V-90.8 +gW-90.3 H$9.9 +1-89 34 +90.108.9 +901403 +90098 +9W-95.1 +90-91.8 +1•89.2 +1-84.4 +1-81.5 +/-80.1 +/-79.8 +/-79.4 311W ANNEALED GLASS 36 +9W102.6 +99.97.1 +901.928 +1.88.9 +1.85.5 +1.828 +1-79.7 +1-77.2 +/•75.1 +1-73.4 +/42.2 3/18'ANNEALFD GLASS 38 +901-98.4 +9-922 +/-80.7 +1•83.2 +/•867 +/•761 +/-75.2 +/•72S +1-70.3 -1865 H-88.3 ODUCT RBNEWLD 40 T U-5-4 T 71$62 0$2.8 +l- .B +1-77.2 +/•74.3 0-71.3 +1-07.9 +165.1 +1-53.4 0-81.0 4 11 Noompl� A LIMFbtidu 42 +90.41.3 +/$1.7 H-80.7 +/•77.4 H-74.3 +1.71.3 0.88.2 0$4.7 +!81.8 +/-59.8 0-55.2 USED AT CURVEDteuoe too 3- 44 +/-883 •/-824 -1-78.9 +1-75.4 +/•721 +!•869 +1.85.8 +1.822 059.7 +1-57.5 FRAME MEMBERS ONLY �g 518' Dace 19 48 +/•854 +1.80.8 0.7.2 +/•73.8 +/-70.1 -14KS +1-83.5 +/-e63 +157.7 a 11-71W O.C.MAX. GLASS SITE LONG SIDE 48 +/-827 +1.79.3 +1-75.8 +/•71.9 +1.063 0.84.9 +/$1.5 +!58.2 8f 50 ./-869 «1.77.8 +/-74.1 +00.3 +/$5.7 0831 +/-59.7 1.3 T_ Control 52 +1.761 +1-758 /•72.4 +1-868 +/485.1 +/-81.5 rn 54 +1-77.4 +/•73.8 -1•70.5 +1.67.3 +1.63.5 EXTE OR SHORT ' 50 +/-758 +1-72 •/-88.8 +/-55.3 (1'T 20 13 Sf+DE 10" 58 +/-74.2 +/-70.3 +180.8 r eo •/-7Z7 +/-M.7 1 +185 1 1 GLASS TYPE 5 a 62 +/-71.2 +187.1 «+ 04 +1-69.7 +1-66.5 I+---- LONG SIDE 66 H-563 67-718 +I7 NOTES: UJ M 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM THE TtP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SSIDET ,� >_ c� 9 ABa 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Ix 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. L V) V) N 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FWRAMEO WINDOWS. N N N d TABLE DIMENSIONS MAY i o W n ORIENTED VERTICALLY OR Z LL t�l� 8 J Mo 0 HORIZONTALLY AS SHOWN. W U V Xpo N � Q LU m we TABLE 6: O 0 ab Window Design Pressure(4,psf)for Class Type7 p z az Z Long Side On) W W -Ire 72 78 69 92 ge 100 104 109-tl2 1-ille"NOM. 30 +90-130 +901-130 +99.130 x90.120 «9W122.6 +901.119.8 +901-118.1 +90.117 + -1158 +901.112.7 +99.109.9 GLASS STACK � 7/18'LAMiNATED � H 32 +90-130 +90•-1251 +gW-118.9 «9-114.8 *90-111.5 +90/-1061 +9-104. +901.102.4 +901-02 79-0-1-1-61-4 +9-99.7 GLASS STACK S 34 «9-123.1 -116.4 +9W-IM-7 +9-107.5 +99-03.8 +901.99.7 +9- .3 +901.92.1 +901- .5 +/•g0 +1.89.8 I�yS 3e +9W-118 +99-109.8 +9-165.8 +99.100.5 +90-960 +90-93.3 +/$D H•87.3 H$4.9 +/$2.3 +/$1.2 11 3118'ANNEALED GLASS SDE ® Z 3118'TEMPERED GIASS 3 38 x90.111.2 «99.104.2 +90.97.9 +901• + .91.1 0.882 N-81.9 x/.81.9 +1•79.4 +1.78.4 +/•74.3 _311(r ANNEALED ffNn 40 «901-108.9 +99$9.8 +9-93.4 +9-90.1 +1$7.2 +1-84 +1-80.5 +l-787 +/-73.5 +I- ,9 +1-89 7/18'AIR SPACE ,090•SG INTERLAYER 8 42 -103.2 + -95.7 +90.91.2 H$7.4 H84 +•80.8 H•71 +1.731 +188.8 +1.88.9 +/-85.2 .1-S 44 +9W- + .93.1 +1-89.1 +/$5.2 +/-81.4 0-77.8 +1-7.1 +1.711.3 +/$7.5 0-83.9 11 Z d 40 +90.98-5 +9-91.3 +1-07.2 +/ H-79.2 +1•75.4 +1.7.7 H9 1 +145.1 5 LONG LU 48 +90- .5 +/$A -1$5.4 «/$1. *•77.2 0-733 +/0.5 •/•058 USED AT CURVEDli SIDE � ID 091W 50 +9 .4 +1-87.6 +l l• .4 3.7 + +/-7571 .3 +1. .3 +187.5 FRAME MEMBERS ONLY 29 � W 7-694 77 5.5 Well +1.77.7 +1.73.5 •89511-7/8'O.C.MAX. GLASS BITE I LL o Ili 54 +1.87.5 --W-4 d-T.8 0.78 +1.71.8 t-3 56 +/$5e +1-01.4 +1-77.5 +/-73.8 58 ./-gas +1.79.4 +1.75.4 \ E.2 0 0$21 +l-77.8 +(-73.5 EXTERNO 22 21 13 SHORT \����ONY.LYNN ql/� +/-80. +- .8 SIDE "� ' \GENS',4 +1.788 +I-74 F6 «1-7r.z GLASS TYPE 7 718 *' No.58705 oT ' _ /, 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. -O •• vl 7t1l'S 2)FORSIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A <(/3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ST ;• 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. �� •.FCORIOP.•�G�=� ONAt- E ,,.. A.LYNN MILLER,P.E. P.E.I 58705 TABLE 7: _ Window Design Pressure(+I•,psf)for Glass Types 6 6 6 Lmq Side m) 87-718 72 70 80 84 68 92 96 100 104 IM112 112 116 120 124 128 132 138 140 144 30 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/•130 +901-13D +901-130 +9W-130 +9-130 +901.130 +9W-13D +901-130 +9W13D +901.130 +901.130 +901-430 +901-130 +901-130 32 +901.130 +9W-130 +901-130 +901-130 +90/-130 +901.130 +901.130 +907-13D +901-130 +901.130 +901-130 +9-130 +9_-130 +901-130 +901-130 +9-•130 +901-130 +901-130 +901-130 34 +WA30 +9W-130 +901130 +901.130 +901-130 +901-130 +9-•130 +901.130 +9--130 MW-130 +9_-130 +901-130 +901.130 +96•130 +901-430 -TOW.-130 +9--130 E WED 36 +9011 + -130 *901-1 +901-130 +901-130 +9_•130 +9-•130 +901-130 *9--130 +901-130 +901-130 +9_-130 +901-130 +901.130 +9--130 +901730 ow Florida38 +901.130 +90/-130 +901130 +901.130 +901-130 +901-130 +901.130 +901-130 +001.130 +9W73D +9W-13D .9W13D +90V-129.2 +901.127.3 40 +901-130 +901.130 +901.130 +901.130 +901-130 +9.130 +9W.130 *901-13D +9_-13D +9W-120.8 +9_-123.2 +9-122 r 42 +901-13D +9-130 +901.130 +901-130 +901-130 +90/130 +901-130 +9.129.3 +9W-123.2 +90'-119.7 +9W-118.4 € 44 +9-130 +901-130 +901-130 +901.130 +9--13D +9-130 +901.130 +9W.124.5 +901-119.4 +901-115 40 +901.130 +901-130 +901-130 +901.130 +901-130 +901.1 +9W-126.9 +901-120.5 +901.175.3 _ R 15 48 +901-13D +901.130 +901.130 +901.130 +901-13D +9W-129.7 +901.123 +901-116.5 50 +901-13D +901-130 +901-130 +9-130 +901-13D +901-126.2+89.41.119. 52 +9W-130 +9-13D +901.130 +901.13D +90t-130 +88.61-123 54 +901-130 +9(W-130 +907-130 +901-13D +88.81-12/.1 58 +901-130 +9W-130 +9_-130 +89.41-129 68 +901.130 +901-130 +901-13D 60 +901130 +901-130 +89.01.129. 62 +901-13D +901-13D 84 +9W13D +901-130 88 1 +9W-130 co W-718 1 +8.130 1Y NOTES: a 3 .AOa 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. It a o 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. CR 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. N N °IOO a• op 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS DO NOT USE WITH FIN-FRAMED WINDOWS. 0 W W Z TABLE DIMENSION MAY BE o Ib Y 0 ORIENTED VERTICALLY OR o O 0 ( 'a 1-1/18'NOM. HORIZONTALLY AS SHOWN. Z 0.Z W LL 7/18'LAMINATED GLASS STACK 7/16'LAMINATED LONG J 0 GLASS STACK -� - GLASS STACK SIDE 3H8'HEAT STRENGTHENED GLASS �- LONG SIDE 0, �Q H F .090'SG INTERLAYER 3178'TEMPERED GLASS r 7•i W 7114S -3/18'HEAT STRENGTHENED GLASS 178d Z W 3/78'HEAT ����- 3M8'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/78'AIR SPACE -+t .OW SG INTERLAYER SHORT 30 q 1 t 0 11 gIDE I SHORT I o Z EL =1S USED AT CURVED USED AT CURVED 1- k'F- 3 Z FRAME MEMBERS ONLY 2g 518' FRAME MEMBERS ONLY 29 Q 11-718'O.C.MAX GLASS BITE 11-7/8'O.C.MAX. GLASS SITE W 1$ t3 �+-- LONG SIDE EXTERIOR EXTERIOR � aOLL '�O AWS Gj 20 13 C] 22 21 13ET L LONG LYNN GLASS TYPE 6 GLASS TYPE 8 l® ��P�.'0CENSF''•�F� 1 ' No.58705 SHORT U-STAT SIDE t F S <W �ONN E A.LYNN MILLER,P.E. LTH 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 1/4•MAX SEE NOTE 2,THIS SHEET EMBEDMENTI SHIM -7+— TYP.ANCHOR TYPE,EMBEDMENT AND _-__— _- EDGE I • ti EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCI'RENBWLO' EDGE 8 SEE TABLE 8,THIS SHEET r eomplyle8 wNk the Rome DISTANCE Bnttdkw �1/4•MAX A w /Zp1 SHIM 4 TYP.ANCHOR TYPE. '. �• Mind P+aduct Gun EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, SEE TABLE 8,THIS SHEET USED AT CURVED .• 1 - `�' 29 FRAME MEMBERS ONLY ;,; EXTERIOR 11-7re'O.C.MAX. 1 •'I n CONCRETE/CMUP R ANCHORVISIBLE LIGHT WIDTH= 5 Y _: REQUIREMENT WINDOW BUCK WIDTH-2-314• WINDOW BUCK WIDTH CONCRETE/CMU m Y WINDOW EXTERIOR TIP-TO-TIP WINDOW MOTH PERANCHOR a N •nay e`>a` a HEIGHT 1/4•MAX.SHIM HORIZONTAL SECTION A-A REQUIREMENT >- a �� v •1e0 TIP-TO-TIP a WINDOW #12 STEEL j O A O� HEIGHT VISIBLE SELF-DRKLINO SMS O ly e d LIGHT (G5),SEE TABLE 8, TABLE 8: Z HEIGHT• THIS SHEET Min.Edge Max O.C. U W y WINDOW Anchor Substrate Dlatenca W.Embedment r W ZBUCK HEIGHT- P.T. otttwm G•0. 1• 1 1 F m O (9 Oma Ahlminum SOS3-TB mm. tp. Q Y Z p 2.314. INSTALLATION 012 or 014 410 SS Screw p O p A38 steel are• 0.053•• 17 z a Z INSTALLATION ANCHOR METHOD D Steel Stud Or.33 min. 3/6. 0.04 18 Oa it LL O P.T.Southern Pine(SG-0.55) 8/78• 1318• 1r UNOERNEATGH THE 012 or 014 Steel screw(05) Alumkwm,808378 mkL M. 0.053'' 12• ZO r0 EXTERIOR A36 Steel 316• 0.063'• 1r le+4S Steel Stud,Gr.33 ndn. are• 0.045'(team), 12• ® Z MIAMI-RADE APPROVED MULLION � 114'410 SS CreteFlex U uted CMU,"TM 680) 2-1/7 1-1/4• 17 {q 21 Concrete(min.3.35 ke8 I. 1314• tr 3 FZ (IEE SEPERATE NOA),ALUMINUM, Q F 8 STEEL FRAMING OR STEEL STUD. Concrete min.2.85 ke 1 13/4' 1Y O N w SEE SUBSTRATE PROPERTIES, 1/4'Steel Ulrecon Concrete(min.2.85 ka 2-I/2• 1316• 12' Z z Ungrouted CMU,(ASTM C-90 2.1/7 1-1/4' tr Gp TABLE 8,THIS SHEET �i lLi N 5 114'MAX SHIM Grouted CMU ASTM 690 2.11r 13/d• 77 0 Z 1 5M8•Steel Uitraoon Concrete(mM.3.5 ksl 7-V4' 1314' tr L� W 3 Grouted CMU TM 680 2-v2. 1.314• it LL LL a MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, •iNL 'neQ eNaS SEE NOTE 2,THIS SHEET CONCRETE PER �'��`.:��GENSF'•.F�P EMBEDMENT ANCHOR INSTALLATION NOTES: REQUIREMENT * N058705 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. — II EDGE• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-V2•.1X WOOD BUCKS ARE -0,•, 7 13 :•7L/ INSTALLATION h� TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2X'ARE i-1/Y THICK OR GREATER. S7A E TYPE B DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ��n' Ft ORtOP•' SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ///I I I 1111 t 1 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.O 56705 EDGE 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET TYPE G TYPE F EMBEDMENT _ 1X TE 2.THIS S SHEET EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION I+ (� 1/4•MAX TYPE E EMBEDMENT 1 —� I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND --� -- EDGE DISTANCE PER SUBSTRATE, - EDGE EDGE 6 SEE TABLE 9,THIS SHEET DISTANCE ROIwCT RENEWED r --_� DISTANCE O0mi AYMB wa the no" 1/4"MAX 2 - -- dldhgCoN 2 SHIM 4 TYP.ANCHOR TYPE. :r - - lNoe aml Dade fto&W C0uh0 EMBEDMENT AND EDGE t1 DISTANCE PER SUBSTRATE, SEE TABLE 9,THIS SHEET EXTERIOR - � USED AT CURVED r�tTen/Y'-',vrc 29 FRAME MDM.MAX. .. I v VISIBLE LIGHT WIDTH= 6 .� CONCRETE/CMU Y"' WINDOW BUCK WIDTH-2.314" REQUIREMENT i WINDOW BUCK WIDTH CONCRETErMU t9 Y WINDOW co -nit i BUCK HORIZONTAL SECTION C-C REQUIR ANCHOR co� _a HEIGHT 114•MAX.SWM —�1 p o #12 STEEL SELF-DRILLING SMS O� N-1 z VISIBLE (05),SEE TABLE 9. g LIGHT THIS SHEET TABLE 9: Z LLiLL �LL rD J HEIGHT= Anchor Substrate Min.Edge Min.Embedment Mex O.C. U U X N WINDOW Distance Spacing W Z O •oN BUCK o m Pine 0. 1 1 F"ui m O (7 9Aw MEAT- #12 or#14 410 SS SomW Alumhum 808ST5 mh. 3/ 0. " f?5 O Z o 23x4• INSTALLATION a3eauet 3&8• 0.0(13• 12• c Z a Z O TYPE H Steel Stud Or.33 min. are• 0.045 18 Ge• 1r F z O P.T.Southern Pfne(80-0.55) 9/18• 1-w 1 g O EXTERIOR Aluminum, T6 mh. are' 0.083'• tr #12 N#14 Steel Screw(05) H a3e suer 3/b• o.os3•• 1r Steel stud,Or.33 min. 3/8' 0.04x• 1e Ga• 12' ® 1 15 MIAMI-DARE APPROVED MULLION 1/4'410 88 CreteFlex Unproutad CMU, STM C-00) 2-1/Y 1-1! 12' Ia-• 21 (SEE SEPERATE NOA),ALUMINUM, Conorata(min.3.35 kat) 1' 13/4• 12• 3. 8 STEEL FRAMING OR STEEL STUD. Concrete(min.2.86 stet P 13&4• 12' SEE SUBSTRATE PROPERTIES, 1/4•Steel Ultraeon Concrete(min.2.85 kal) 2-11r 13/8' 12• < Z W TABLE 9,THIS SHEET Ungrouted U. 8TM ) 2-1&2' 1.114' 12" ad pp Grouted CMU ASTM C•90 2-11r 13/4' 12' 3 J N N 5 1/4"MAX SWM W op 5l18'Steel Ullracon Conereu min.3.51uq 1-114' 1314• iT Gro Wed U,ASTM C410 2-11T 1314' 12' U ' tx wood BucicsrRro, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL W (1171 •oae0 aeua5 SEE NOTE 2,THIS SHEET oNy LYNN Zee CONCRETE PER :��a�\.•'OCCNSF '• Q EMBEDMENT *- ANCHOR INSTALLATION NOTES: •'.• �...y REQUIREMENT _ N0.58705 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION I • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE % U ANCE TYPE F h� DIS EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2X"ARE 1.1/2"THICK OR GREATER. STA AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY WAVINGR(ORVOP, \ SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. i Pl VERTICAL SECTION D-D ''.,`rS� NA,' 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. A.LYNN MILLER,P.E. P.E#56705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET EDGE EDGE DISTANCE 1/4"MAX INSTALLATION -) DISTANCE SHIM EDGE DISTANCE -•I TYPE 2X W000 BUCKSTRIP 2X WOOD BUCKSTRIP RODUCI'[LCNBWL'U OR FRAMING,SEE OR FRAMING,SEE O a W.plyh,8 with The Florida NOTE 2,THIS SHEET NOTE 2,THIS SHEET Ouilding 1/4"MAXAm:ptance No -{3) SHIM TYP•ANCHOR TYPE,EMBEDMENT AND Bxp1@tio14 Ua OL v EDGE DISTANCE PER SUBSTRATE, •- .' 4 F B SEE TABLE 10,THIS SHEET S` EMBEDMENT Mieou[�Prad•rcl ConlmT' EXTERIOR 1 29 FSRAMEAT CURVED MEMBERS ONLY 3 EMM ENT s 11-7/8 O.C.MAX. - n 11 � EXTERIOR M Y WINDOW 4 11 � •�aa BUCK HEIGHT �.._._ VISIBLE LIGHT WIDTH= 5 a 3 I�� WINDOW BUCK WIDTH•2-3/4" —� 1/4'MAX.SHIM WINDOW BUCK WIDTH N OR VISIBLE INSTALLATION HORIZONTAL SECTION E-E Z LL g ? „a o LIGHT t` HEIGHT- TYPE L x LLj w WINDOW rl-o-.- Distance BUCK #10 STEEL O 0 HEIGHT- SELF-DRILLING SMS r O 0Z2.3/4" (G5),SEE TABLE 10, Z a Z OTHISSHEET LL TABLE 10: Anchor Substrate Min.Edge Max.O.C.Spacing 2.112"x.113"Box Nall P.T.Southern Plne SO-0.55 5/16' 5" ® Z Z 10°45 2-1/2'x.1311 Common Nall P.T.Southern Pine SG•0.65 3/8" 5" O 21 2.1/2"x.146"Roofing Nall P.T.Southern Pine SO=0.65 318" 5" 0 F- Z 6 2X WOOD BUCKSTRIP EXTERIOR P.T.Southern Plne SG=0.65 1/2" 6" p W33,- OR FRAMING,SEE _ Steel Serew" 0.093"Aluminum,6063-T6 min. 6118' 5" Z LL Q f110 x 1' NOTE 2,THIS SHEET 1116"A38 Slee) 6H6° b" O 3 F R 5 �1/4"MAX SHIM - 0.045" 18 Ga Steel Stud,Or.33 6116" 5" W Z r.aQ MIAMI•DADE APPROVED MULLION •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (SEE SEPERATE NOA),ALUAMNUM, Z0.a STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, wsi 'aaoa sa/,a5 INSTALLATION TABLE 10,THIS SHEET TYPE J D X10 (LYNN EDGE DISTANCE �\\��ON�,\GENSF•<�F�P/�: INSTALLATION NOTES: TYP.ANCHOR TYPE,EMBEDMENT No.58705 �- EMBEDMENT AND EDGE DISTANCE PER 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ = SUBSTRATE,SEE TABLE 10,THIS SHEET = Gl /7 13 l 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX',ARE BUCKS WHOSE TOTAL THICKNESS 13 LESS THAN 1-i/2".1X WOOD BUCKS ARE (!- OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1.1/2"THICK OR GREATER. S A E OF j VERTICAL SECTION F-F INSTALLATIONJURISDICTION,TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING 1��T�•., FCOR\O;,•' \7 11 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. /t/OW- 11111110, ? 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.p 58706 2X WOOD BUCKSTRIP EDGE _ DIsrA OR FRAMING,SEE INSTALLATION TYPE M NOTE 2,THIS SHEET EMBEDMENT INSTALLATION INSTALLATION TYPE M 'FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, 'FOR THIS INSTALLATION ANCHORS MAY BE NO METHOD ONLY, EMBEDMENT �- 11C MAX MORE THAN W O.C. ANCHORS MAY BE NO •MORE THAN 6"O.C. — �} IX WOOD BUCKSTRIP,SEE U 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET PRODUCT RENMED OR FRAMING,SEE as wenplying with tiw Flerido NOTE 2,THIS SHEET BWldingcode 2 p 1/4"MAX TYP,ANCHOR TYPE,EMBEDMENT AND - B��n No Gig ' 3 SHIM EDGE DISTANCE PER SUBSTRATE, 4 TYP.ANCHOR TYPE, S SEE TABLE 11,THIS SHEET EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, ^ 11 SEE TABLE 11,THIS SHEET 3 USED AT CURVED EDGE n EXTERIOR --29 FRAME MEMBERS ONLY DISTANCE EDGE Q 11-7/8'O.C.MAX ..•v DISTANCE "+ o CONCRETE/CMIJ 11 PER ANCHOR WINDOW REQUIREMENT 4 11 CONCRETE/CMU M S2 FIER UJ �A- 0 HEIGHT t/4"MAX.9HIM SUCK VISIBLE LIGHT WIDTH* 5 REQUIREMENT a 3WINDOW BUCK WIDTH-2.3W C WINDOW SUCK WIDTH EXTERIOR N N )IFoof of VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G o� JJ c z LIGHT Z L1 LL W uM HEIGHT• FOR THIS INSTALLATION WINDOW METHOD ONLY, TABLE N: Z $O 1 � BUCK ANCHORS MAY BE NO H ZIGGH�T- •MORE THAN 8'D.C. Antler Substrats Oi at n. dge e Min.Embedment Max.O.C. opecify � O Ne Z o P.T, du •0.55 011 1318" w •-Z d Z O LL 012 STEEL #12 or#14 410 SS Screw Nu m 8083-T5 m(n. 310' 3•' 8• Q O SELF-DRILLING SMS A36 Stell 318• 0.083'' w �7 0) steel Stud,Gr.33 min. 318• 0.045.18 Ga• 6' (0.3),SEE TABLE P.T.Southam Pone G•0.55 0/18• 13/6• 8' y t THIS SHEET ET Aluminum 6083.75 min. 3W 0.083-' r Z Z #12 O2-#14 Steel Screw(GS) A36 Steel 318' 0.057' r ' 0 Z 21 TYP.ANCHOR TYPE, EXTERIOR Sled Stud Gr.33 min. 318' 0.045"18 Ge r S g 8 EMBEDMENT AND EDGE n fouled CMU ASTM C-W 2.112' 14/4" tr DISTANCE PER SUBSTRATE, 2 y V4'410 SS CreteFTex ( Z SEE TABLE 11,THIS SHEET v Concrete min.3.35 kd 1" 1.Y4" 12- a. ccc 5MIAMI-OADE APPROVED MULLION Concrete n.2.85 kel 1• 13/4' it O 3 ~ �1/4"MAX SHIM (SEE SEPERATE NOAH ALUMINUM, 114"Steel Ullreoon Cenoreta .2.65 kt1 24/2" 13/0' 12" a 2 UVmW*d CMU ASTM C-W 2.112- 1-1/4' 12' iY w 3 STEEL FRAMING OR STEEL STUD, x z a a SEE SUBSTRATE PROPERTIES, Greulad CMU STM C-90 2-112- 1314" 1r LL ILL TABLE 11.THIS SHEET 6118•Stab lglreeon Concrete in.3.'T Ksl tet/4' 1314• t2- •ntt '��•+.e•s INSTALLATION GrouledCMU TM CW 2.1lr 1.3/4 12- 1X WOOD BUCKSTRIP, TYPE N 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. If 11 U SEE NOTE 2,THIS SHEET \t y(LYNN pN,......,Al/� +• INSTALLATION NOTES: .•'•�GENSF''•�F.p EMBEDMENT , 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.56705 • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'0(".ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'.1X WOOD BUCKS ARE _ Vl- JURISDICTION OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X"ARE 1-1/d"THICK OR GREATER.EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING DISTANCES7ATE. i� 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. s•'��ORIOP.•' \ F G. VERTICAL SECTION H-H '',.,%NA\- 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYAh'IJiiU'R'P.E. P.E.#58705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQJAL-LEG FRAMES FOR FIN FRAMES PRODUCT RENEWED p} pcomptyii�p,oath lh+Fl��t UuiWinB Cato AccelNartc No ANGLED/CURVED ANGLED/CURVED ax D FRAME ASSEMBLY FRAME ASSEMBLY 90•CORNER 90•CORNER Mem{Dade FRAME ASSEMBLY FRAME ASSEMBLY I 1 b m I 1 I I 10 fFLANGE 10 m E ALL CORNERS TALL CORNERS TOUSE GASKET USE GASKETAND/OR SEALAN // AND/OR SEALANT t //// EQUAL-LEO FRAME a U)RANGE FRAME pEG FRAME MITERED FRAME WITH INTERIOR { MITERED FRAME WITH INTERIOR (}'>AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS OAW ME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT JO- Jz SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS z LL IN U. j uMa I�O U_U XN I1Q1 ►W-z ca 0 _ CD W wo c Op O 1 2.784• 2.784• 2.784• Z C.Z .094• --►It.�-- .094• y4 _ .094• -.�1I� v F U O r -Q•� o TABLE 12: .074• .062' .074• .062• I .074• .062• Q z Item 1.376.1 1.376• ren a hays al PTiTPart# Description Material 1.876• —r f ® z z .438• 600• .439' t 438• 1 ii p 1 42630 Flanged Frame Alum.808376 1.000• � 3 2 4285 Equal-leg Frame Alum.8063-T6 .500 -a_{{�- .060•,0-00° -�-{�- .06000°° �-+�f - .060'°°°° t� j 1.126' z °'S 3 4256 Integral Fn Frame Alum.6063.75 FLANGE FRAME EQUAL-LEG FRAME .077• o 4 4266 7/18"Lami.Glass Beading Alum.W03-T6 O#4253C,80133-T5 O #4285,6063-T5 6 4264 1I.G.Glass Beading Alum.8063.76 FIN FRAME v W d 61 4270 Installation Fastener Cow Alum.806375 3 #4256.6063-T5 U. ro 6b 4224 Installation Fastener Cow Rigid PVC wau ros.0 sw S 10 1 706890 Gasket(at 90•comer joints) Polyethylene .970' .348• 1037' ���QNV LYNN 40/�����i�. 11 TP24718 VInyi Bulb Weatherotdp Flax PVC,Duro.65+1-1 s76• 876' `����,•''11cENSF '•.F� 13 Dov 899,GE 7700 Silkons or Equiv. F1 `* No.58705 20 71662K Setting Block,Maw.3110'x 7116'x 4" Neoprene,Duro.85+1.1 ,060„ ,080 050• J _ ` 21 71704AK I Setting Block,I.G.3116"x 1-3/37'x 4" Neoprene,Duro.85+1-1 - 22 WFiAK718 7118"DLaaSsai Spacer 7/18"LAMI I.G.GLASS INSTALLATION '\GLASS BEADING O BEADING FASTENER STAT 29 #e x 1-114"FH SMS Stainless Steal 4 #4255,6063-TS 5 #4254,8083-T5 8a #4270,8063-T5 '•.,F<OR10P. 30 781PDX #8 x T'Quad PH SMS Stainless Steel /�� s`S�ONA1 A.LYNN MILLER,P.E. PEA 58705 AM M! QA 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)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/i)era/ 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 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. 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. 11-0630.02 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. -MLAM ,Gil- NOA No. 11-1114.04 Mga�E Expiration Date: December 21,2016 Approval Date: February ebruary Id,2012 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 07-0815.09 and 06-0405.06) 2. 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. 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 20294 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. 06-0405.06) 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. QUALITY 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 12/11/16. 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 07/18/2007, 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 FTL-4858 and FTL4859, 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. 114630.02, 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: December 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.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.518"LAMI CONSISTING OF(1)LITE OF 1/S"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"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 3/16"ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. 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.............1 GLAZING DETAILS............2 G.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 6/18"LAMI 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.............6 H.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/18"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............5 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST.......................6 EXTRUSIONS....................7 I.13/18"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,516"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS CORNER DETAIL..............5 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE....................8-11 J.1316"LAMI IG:(1)LITE OF 1/8"OR 3/16"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.13/18"LAMI IG:(1)LITE OF 1/6"OR 3/16"ANNEALED(MIN.)GLASS,3/18"OR 1/4"AIR SPACE AND 718"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 MAXIMUM PVB INTERLAYER, L.13/18"LAMI IG:(1)LITE OF 1/8"OR 316"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 FNB INTERLAYER. 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 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT R13VISPD w complying with the Florida 5.SHUTTERS ARE NOT REQUIRED. BuBding Codd r Acceplma No 6,FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. lay Ooatro 7.REFERENCES:TEST REPORTS FTL4858,FTL4869 AND FTL-5330. ELCO TEXTRON NOR.040721.01,03.0225.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL \\\��ON1 LYNN S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ���;''�10ENSF '•4P*% QHURRICANE ZONE(HVHZ), D *;' No.56705 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. — r� J.J 1W17/11 E FBC20>OCODECHAN6E ei""ba"" p u" TF 1070 TECHNOLOGY DRIVE GENERAL NOTES ; X' ..•FLORVO ADEDp6TOEJ.R. awl D 0 . ,FL 34275 1/ ALUM.HOR/ZONTALROLLER WINDOW,rIMPAT �S/ONA1-N\� N FJG 411W7 C AOFn4M0TONOTE87&CHG.NOTES TOCURRENTEDIT, P,O.Sgxlye /1'11 o"NNA.LYNN P.E. JJY/ yftb� C FK. 12m 3,23MM NTS ' a11 4127-10 E � 21 50 21 50 c]EXTERIOR INTERIOR 21) 53 112"NOW 55 1/2"NOM. (ALL SECTIONS) GLASS BITE GLASS BITE 51 60,61,62 51 63,64,65 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 21 50 21 50 zf �-- V2"NOW 1/2'NOM. 59 G—LAS7S-BITE 59 GLASS BITE T 502 52 q1466,67,68,69,70,71 72,73,74,75,76,77 PRODUCTREVIS13D ax complying wilh too Floods >�as� 4 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS = .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7116"LAMINATED M 11rede 511W OR 3/8"AIR SPACE 3718"OR 1/4"AIR SPACE 1/8"OR 3116"ANNEALED OR TEMPERED GLASS pp 1/8"or 3/16"ANNEALED OR TEMPERED GLASS Qp —413/16"NOM. 13118"NOM. 1 1 1 1 1 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAW IG GLASS W/7/16"LAMI ``���0��VYNN 41144e0���/ 'p No.58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.O.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. _ �' It cx W 0' bbbb . d,L f6M7/1t � NOCHANOETHIS&HEET °`6"` •. STP 2: _ 1070 TECHWLooY DR GLAZING DETAILS 'O,� FI oR,avt ° ' FK 4V1&CIT c [Y1aNOETHl8 1rr ED NgEET o.ggx,ezeOMIS,FL 76 ALUM.HORIZONTAL ROLLER WINDOW IMPACT �����SS/1O111NN'1-��" Ors lLlr NOKOWS•FL 3W4 y(pf�ty nq7 ",!"IlYi/t atl,", uw aw+"K". ",,, A.M'AI`LER P.E F.K 22L4U6 J.J. 32306 HRT10 FUII 2 a 11 4127-1� E P.E.088708 TABLE 1. XOX(1/4,112,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 605/8" 54" 60" 63" 84" A,B,G,H +60,0 50.0 +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 Q 96" A,B,G,H +60.0 50.0 +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 D FOR INSTALLATION IN 106 3/8" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 55.2 +52.3 -62.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 $0.0 +60.0 -60.0 +60.0 -60.0 +54.6 54.6 +51.7 51.7 FT,GLASS TYPES G- L SHALL HAVE A 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 TEMPERED I.G.GLASS UP TO 111" C,I +60.0 -60.0 AND AN ICHOR E DP UP TO 111" D,E,F, QUANTITY REMAIN J K L +75.0 -75.0 UNCHANGED. TABLE 2. XOX(1/3,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,I +80.0 60.0 TO 88 7/16" D,E,F, J K,L +75.0 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 W. 36" 38 3/8" 48" 605181, 64" W. 63" W. A,B,G,H +76.0 -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 -75.0 66" 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 +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 PRODUCIFFIEISED 74" 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 +68.1 -68.1 +63,8 -63.8 mwima "gwlibtimFlorida is"nmoa c' o - UP TO 74" C,D,E,F, +75.0 -75.0 °p IJK,L GLASS TYPES:TEST REPORT FTL-4858(XOX),FTL-4859(OX&XO)AND FTL-5330 A.5/16"LAMI-(118"A, .090,1/8"A) G. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 3/8"AIR SPACE,5/18"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(1!8"A,.090,118"HS) H. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"HS) C.5/16"LAMI-(1/8"HS,.090,1/8"HS) 1. 13/16"LAMI IG-1/8"OR 3/18"A(MIN.),5/16"OR 3!8"AIRSPACE,5/16"LAMI-(1J8"HS,.090,1/8"HS) D.7/18"LAMI-(3/18"A, .090,3/16"A) J. 13!16"LAM]IG-1/8"OR 3/16"A(MIN.),3116"OR 1J4"SPACE,7/16 LAMI-(3/16' , .090,3116"A) �' k E.7/16"LAMI-(3/16"A, .090,3/16"HS) K. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3J16"HS) =*; No.58705 F.7/16"LAMI-(311&'HS, .090,3/16"HS) IL 13/16"LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16"HS,.090,3/16"HS) _ I� W' J.J. loh,1QH7H1 E NOCHANRE7H/88NEET OF •�� ,o7oTECHNOLOGY oRwE DESIGNPRESSURES %��O'•. STATE P dR. d%1(Ytf D ADDED IQ CAP TO RE TEMPERED +90F'TNOTE. NOKOMIS,FL34278 ,rr %� •.FIORD... . F.K. Uf&D7 C ADD MVTEQRALFlNQPiIO/JbUPQ47EA87ME1900.02DA P.o.egx,s2e ALUM.HORI-70WALROLLERWINDOW IMPACT ''SFS/'�S��,`/O' NA�-\\\\ O.e" NOKOMIS,FL- � ' 4bAe b On+i1Y ""•' A.L,M49"WO.�'.E. FJC 22M J.J. WNW to7Tto NTS 3 r 11 4127-10 E P.EIrae7os 27 318" 2727 f l MAX.DLO 54 5/18°MAX.DLO FIXED MAX.OLD MAX.DLO VENT VENT FIXED DJIM D w B 9 9 B x_ O X X O X (' L- 110"MAX.WIDTH I.F.FRAME — -85 7/18"MAX.WIDTH I.F.FRAME—� fes----111"MAX.WIDTH FLANGE FRAME 8 7118"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/18"MAX. 33 9/18"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, DLO FIXED C DLO VENT 83"MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL Ff I A FRAME ALL 15 57 3/8" I 58. CONFIG. MAX. MAX. DLO ALL I / DLO ALL — 15 I•F•FRAME FD(ED PRODUCTREVISED �..Mme•/ I / VENTS l complying with iho FbH� LITES B4 I.F.FRAME —— No 4*"94 O I X ALL /D CONFIG. I MINn1 coetrd 1 13 FLANGE FRAME �0� (LYNN eNSF FA Od,........ !! 73"MAX.WIDTH I.F.FRAMEl�,•'��GE '• 74"MAX.WIDTH FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) * No.58705 DETAIL A-OX OR XOCA _ J.L IMF/fl E NOCM4eK,1E7ra WffEr """" -h STT '4 : 1070 TECHNOLOGY DRIVE ELEVATIONS OT•••' FLOR1Op:'• lit 42"1 D KO aMWE TW&NEST NOKOMIS,FL 31476 nw FX 41607 cmm, N5XWAM7C0FffiW P.O.eqx+626 ALUM.HORIZONTAL ROLLER YWINDOW IMPACT '%�iss/ONAL F.K. aft22608 dJ. 6?yDA Nacoras,FL 3271 � NR710 NTS 4 + 11 4127--10 A.L P.15.0 58105 F E E P.E.R 89706 INTERIOR 37 32 35 22 39 1 22 p q 16 2 EXTERIOR JINTERIOR 13 21 MAX.VENT DLO MAX.FIXED DLO ---4 MAX.Vo DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX INTERIOR 17r -- 321 37 39 HEIGHT `J FLANGE FRAME MAX VENT DLG q 16 MAX. FIXED DLO 22 �+ MAX.FIXED DLO MAX,VENT DLO 43 MAX.WIDTH(I.F,FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22fINTERIOR 41 kINTERPOR PRODUCTRBVMW wItho ea compiyingwig�dao Atwldg Reading Code 7 12 24 EXTERIOR Ae "00D 4'� 7 M-n.a�Proaeu c�6a6 EXTERIOR 111 i I 10 LYNN 6 :� ��•' \GENS,''•.F� 10 SECTION C-C 42 SILL HEAD = *' N..58705 (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) a'., a sll� rW- J1 1QM7'HI E NO CHANGE MN*SHEET SECTIONS ��', �A E OF .. 1070 TECHNOLOGY DRIVE (pR10,,.''(, J.R. 820111 D NO CHANGETNfBBHEET NOKOMIS,FL34276 +� 'ii FS C1 �� ALUM.HORIZONTAL ROLLER WINDOW IMPACT �'��S�ONA1- FX 4ndW C ADD FINE~- ,ITEM84142 49ANDWEM PAD.BQK1629 e.w.twae --Ii-_7- rre -ft- r,e '111�11��\\ FX ?/1&9)B J.J. 9/2318A NOKOMIS.FL 34274 vb",Belmor FIRHO He 5 s 1 4127-10 A.LVN�IdILLER,P.E. E REX 667M ITFM DWG#R DESCRIPTION MAT'L PGT# n1 N DWGWIRLVI DESCRIPTION MAIL I PGI# 1 4102 A IFIANGE FRAME HEAD 6063-T6 AL 612237 66 GLASS 13/16"1AMIIGI/8"A MIN. 3/8"AIR SPACE,5/l6"LAMI l/8"A,.090PVR 1/8"A 2 4025 SASH STOP STD. ANTI UFT CUP 6063-T5 AL 612244 67 13/16"LAMI ICI/8"A 1N. 3/8'AIRSPACE,5/16"LAMI 1/8"A .090 P 1/8'HS 3 #8X3/4 PH.PAN HEAD 7834AA 68 13/16'LAMI1Gl/8"A MIN. 3/8"AIR SPAC 5/16"LAM} 1/8"HS,.090P 1/8"HS 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL 69 13/16"LAMI IG-3/16"A(MIN.),5116"AIR SPACE;5/16'LAM} 1/8"A .090PVB,I/8"A 6 4136 FLANGEFRAMESIU, 6063-T6 AL 64136 70 13/16"1AMIIG3/16"A IN.),5/16'AIR SPA 5/16"LAMI 1/8"A .090 PvA 1/8"HS 7 4137 SIId ADAPTOR 6063-T6 AL 64137 71 " 13/16"1AMIIG3/16"A IN. 5/16"AIR SPACF,S/16"LAMI 1/8"HS,.090P 1/8"HS Q 8 4131 ROLLERTRACK 6063-T6 AL 64131 72 13/16'LAMl1G-i/8"A MIN. 1/4"AIR SPAC4 7/16'LAM}(3116'A,.( 3/16"A 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 113/16'1AMIIG1/8"A MIN. 1/4"AIR SPACR 7/16"LAM} 3/16"A,.090PVB,3/16"HS 12 1626 ADHFSIVEOPENCTJJ FOAM PAD 7PAD1626 74 13/16"LAMIIGI/8"A MIN. 1/4"AIR SPACE,7/16'LAMI3/16"HS .090 PVR 3/16'H3 13 4002 A ADHESIVE ELL 6063-T6 AL 612225 75 " 13/16"LANG IG3/l6"A 3116-AIR SPA 7/16'LAMI 3✓l6"A .090P 3/16"A 14 4134 FLANGGASKE!'FOR MAIN FRAME SILL JOINT 7 612225, 76 " 13/16"}AMI IG3116"A IN. 3116"AIR SPA 7/16'LAMI 3116"A .090 PVB;3/16"HS 15 4155 #8 X L000 QUAD PN.SMS 781 A 77 13116"1AMITGN16"A IN. 3/16"AIR SPA 7/16"LAMI 3116"HS .090 3/16"HS 90 1014 SCREEN FRAME(HOR&VER 3105-H14 AL 16 4110 G ISCREEN ADAPTOR 6063-T5 AL 641100 91 1630 SCREEN CORNF.RKEYW/RINGS POLYPROP. 17 4054 B lFixED MEE'I'1NGRAIL 6063RD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 19 4066 WSTP.,.187 X.230,FIN SEAL 640666 93 1073 SCREEN SPRING} ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1621 SCREEN SPUME-.135 DIA.FOAM UN PVC 22 1683 WSTP..250X.270BACK,FIN SEAL 61683G 95 1635 SCREEN SPLINE-135 DIA.HARD EM PVC 23 225-1 ROLLFRHOUSING&GUIDE 42112HD 96 1 ISCREEN CLOTH 24 226 IBRASS ROLLER WHEELS BRASS 7BRWH12 29 4128 1HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D ISASHMEE17INGRAIL 6063HS-T6 AL 64006 2.710 33 1235 WSTP.,.170 X.270 BACK,FIN SIAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH,FL.SMS 7858 37 4126 SASH SIDE RAIL 6063-TS AL 64126 2824 38 1683 W STP-250 X.270 BACK FIN SEAL 616830 39 7070 BULB WEATHERSTRIP.187 X.275 67070, F062 40 LIFT RAIL COVER CAP 74078"C"L OR R 41 4139 II.F.FRAME HEAD 6063-T6 AL 64139 I.F.FRAME HEAD 42 4140 1.F.FRAME SILL 6063-T6 AL 64140 41 43 4141 II.F.FRAMEJAMB 6063-TEAL 64141 #4139,6063-TO 50 GLAZING SILICONE,DOW 899,995 OR VALENT 51 1224 VINYL G'L.AZINGBPADBULB CK 6TP247W K PRODUCT REVISED 52 1225 VINYL GAZING BEAD BULB E 6TP248K 2.784 coWly„ns with aw Florian UH41no Coda 53 1 4039 B GLAZING BEAD-5/16" 6063-T5 AL 64039B tAlg�—N�o �- 54 4044H C3AZINGBFAD-5116"W/CRTLLKTT6063-T5 AL 644703315255 4222 A GLAZIN MAD-7/16" 6063-T5 AL 64222082 56 985 C GLAZING BEAD-7116'W/ RILL KIT 6063-T5 AL 6985 1 MIS 59 4067 GIAZINGBEAD-13/16" 6063-T5 AL 64067 60 GLASS 5/16"LAM} 1/8"A_090 PVB1/8"A I.F.FRAME JAMB 43 61 5/16"LAM} 1/8"A,.090 PVB1/8"HS #4141,8083-T8 ����\OXY LYNN 4f, 62 5/16"IAMI 118"HS,.090 PVB,1/8"HS �'.''�\CENSE'•�F� ��' 63 7/16"LAM} 3/16"A,.090 PVB,3/16"A 64 7/16"LAM[ 3/16"A,.090PVB 3/16"HS 2.710 k;' N0.58705 65 7/16'LAM} 3/16"HS .090 PVB,3/16"IIS qQ LF.FRAME SILL _ i a =a #4140,6063-T6 O '. 12- Lu rid 107/11 E NOCh/MK�ETN188HEET °i01�""` S7^AT'�•OF '. JA 8�11V11 D ADDED TOGYA887raES 107040°oHiaisaOFL Y.0r�E PARTS LIST ��` FJc' 4L. c IPEA1841 4�e49 P.o.egxIBALUM.HORIZONTAL ROLLER WINDOW,IMPACT '���%�,`s/O11NA1.11�01�\ CW" qw NOKOMIS,FL 36774 vw*Bomw ~"�"1�i4' nwY: w" "r 11"e A.LYNNIIIIL R`P.E. F.K. 228118 J.J. 8/29/08 HR710 NTS B s 11 4127-10 E P.EK 118705 1.513— j 062 1.187 I+ P44� ,738 3. 52 1. 73 3 .082 SASH STOP COVER O 1. 73 062 #4053,8083.75 3. 90 4 1.122 LA L2'.710—�+•� L t10{ OFLANGE FRAME HEAD I---z'7a° #4102A,6063-76 gn FLANGE FRAME SILL O FRAME SILL ADAPTER \ #4136,8063-T6 #4137,6063-T8 1.383 1 .062 •061 1. 87 062 13 FLANGE FRAME JAMB L #4002A,6063-76 .490 � 437 I T�+ 1.451 " 1.46 �1.403+� O SASH STOP OO FIXED MEETING RAIL 83 2 #4025,60 -T5 8 HORIZ.ROLLER TRACK 17 #4131,8083-T8 #4054B,8083HD-T6 � .062 2. 79 � .062 ��ii[[ 2, 28 .060 I ' 183 J149 II — .878 349+1 � 1.081 297+1 f 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" PRODUCT REVISED#4133,6063 75 #4008D,8083HS TB #4126,606375 #4039B,6083•T5 ""C0f"PIY'aB with the Florida BuIldbW Code Axa{tleaeo NoDaae 050 .050-49%— .678 .0��i u 878 .678 .683 _050 1.09 1.096—��`L�®T f ' 7-7 1.115—>~+I1-1.097 N 54 GLAZING BEAD,5/16" 55 #4222A,W63-T5 #985C GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" ��` pN�,�YNN.41, �� "��•'OGENS�c''•�F.f� #4044B,6063-T5 ,8083-T5 #4087,6063-T5 �;' (USED W/GRILL KIT) (USED W/GRILL KIT) *' No.58705 J.J. 10V17H1 E HOCHANQfMIS 8NEET eist14p1j � 0'. k.TAt J.R. deo I D NDCHANQETHIS SHEET 707NONOMSLFOL34276NE EXTRUSION$ s, .....OP,•�G\�'� FX. vld4)7 ftwC . ND CHANGE THIS SHEET P.0.Sgx152s �— ALUM.HORIZONTAL ROLLER WINDOW,IMPACT � /ONA111L' Vu om.. NOKOMIS,FL 34274 VIdIb&B,*W a'bi a"'r °M�11' �" A.LYNN'MRAER,P.E. F.K. W&W J.J. amm HR710 1'18// 7 s 11 4127-10 E P.E.058705 ANCHOR QUANTITIES,XOX 1/4-1/2-1/4)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1. ANCHOR TYPES: ANCHOR TYPE 1-1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G6) i SUBSTRATE 20NES I MWs-- m ZONES ZONES w 2 m (a w 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL Sm HEAD&SILL m HEAD&SILLm HEAD&SILL A.5/18"LAM]-(1/8"A,.090,1Ar'A) H B.5/18"LAMI•(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A C.5/18"LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 63.126x 38.375 1+C2+1+C2+11 2 1 1+C2+1+C2+1 2 1+C2+'MC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 D.7/18"LAMI-(3/16"A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.00 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 1+C2+1+C2+1 3 E.7/16"LAMI-(3/18"A,.090,3/16'HS) 80.626 1+C2+1+C2+.1 3[lE+C2 +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 F.7/16"LAMI-(3/16"HS,.090,311W HS) G.13116"LAMI IG-1/8"OR 3/16"A(MIN.),5/18"OR 318"SPACE,6/18'LAMI-(1/8"A,.090,1/8"A) 64.000 1+C2+1+C2+1 3 +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 H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),6116"OR 318"SPACE,5/16"LAMI-(1/8'A..090,1/8'HS) 80.000 1+C2+1+C2+1 3 +1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I. 13/16"LAMI IG-1/8"OR 3118"A(MIN.),5/18"OR 318'SPACE,5/18"LAMI-(1)8"HS,.090,1/8"HS) J.13!16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4'SPACE,7/18"LAMI-(3/16"A,.090,3118"A) 63,000 1+C2+1+C2+1 3 +C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 K.13/18"LAMI 10-1/8'OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/18"LAMI-(3118"A,.090,3/1("HS) 60.000 x 38,375 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+12 L. 13116"LAMI IG-1/8"OR 3/18"A(MIN.),3/16"OR 1/4"SPACE,7/18"LAMI-(3/18"HS,.090,3/18"HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.826 1+C2+1+C2+1 3 1+C2+1+C2+1 9 1+C2+1+C2+1 g 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER VdINDOW IN TABLE. 54.000 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+CZ+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.000 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 1+C3+2+C3+1 31 26 3/4"MAX.FROM CORNERS. 83.00 JAMBS: W MAX.FROM CORNERS AND 221/2"MAX.O.C.1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+p2+1+C2+1 3 1*C3+2+Og+1 3 TABLE KEY: 74.000x38,375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X O X 48.000 1+C2+2+C2+1 9 1+02+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 ---ANCHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED PLUS80.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 AT EACH MEETING RAIL ABLE V ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.000 x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 46.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 50,626 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 54.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+Cµ1 3 25 314"max. ---(�3"MIN. 80.000 1+C2+2+C2+1 9 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 t+0µg+04+1 3 83.000 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+Cµ1 3 9" X O X 10&375x 38.376 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C241 2 1+C2+4+C2+1 2 PRODUCTMVISED 48.000 1+C2+3+C2+1 311+ 2+C2+i 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. as oomPl7uft wild 0io Flo" 9uil&us Code 60.825 1+C2+3+(2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Pew 64.000 1+C3+3+C3+1 3 1+C2+2+C2+1 9 1+C3+3+C3+1 3 1+CS+3+C3+1 3 1+C3+3+C3+1 S 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 80.000 1+03+3+C3+1 9 1+C2+2+C2+1 3 9+0µ3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+Cµ1 3 Nunn 006Pwduct 83.000 I+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 1+C4+3+04+1 4 1+C4+3+C4+1 3 1+C5+4+C8+1 3 263/4"MAX. 111.000 x 3#.376 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1'M TYP. --.}II�3"MIN. 1tI11tt/ 46.000 /+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 39"REF LYNN 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 X O X ��aa� ''410ENSF''•�t�p 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 *' No.58705 80.00D 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+Cµ µ 3+C1 3 1+C1+3+Cµ1 4 1+C3+3+C3+1 µµ 3 1+CC4+1 3 MTG.RAIL,TYP. _ - 63.000 i+C3+3+C3+1 3 1+C2+2+C2+1 3 1+Cµ3+C4+1 3 1+C4+g+C4+1 4 I+C4+3+C4+1 3 1+C5+4+C5+t 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS = D i J.J. M7/11 E MO CHANGE THIS SHEET o1O a %�O�•. STA E ) &R. 6/2GW1 D iGC4PTOSETEAERED +80FTN07E. 1070NOKMe O°iM '� ORAGESPAC/NG XOX 1/41/2-1/4 � FS'S�oNALE�0 , F.K.. 4HW7 C UPDATErABLE4,SELECTVALIESDUETOAMCHORCAP.Aw P.O.agxlug ALUM.HORIZONTALROLLERWINDOW,IMPACT '�""I II11,� yK NOKOMIS.FL 34274 8c IYc F. 2PAw J.J. 9>laOS �BatAer HR7f0 NTS 8 a 11 4127-10 E ti LvnN SLI En P.E. ANCHOR QUANTITIES XOX 113.113-113 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1. ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4"ELOO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) m m m 2.GLASS TYPES: WWMDOW SIZE HEAD 8 SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD 8 SILL HEAD&SILL A.5116"LAMI-(118"A.090 1/8'A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B.5/16'LAMI-(1/8"A,.090,11W HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x 38.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 C.5/16'LAMI-(1/8"HS490,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 t+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1 l+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7/18"LAMI-(3/16"A,.090,3118"A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+t 3 1+C2+1+C2+1 3 1+C2+1+C2r1 3 .7/16"LAMI-(3/16'A,.090,3/16"HS) 1+C2+1+C2+1 3 F.7/18"LAMI-(3116'HS,.090,311V HS) 54.000 1+C2+1+C2+i 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 G.13118"LAMI IG-118'OR 3118"A(MIN.),5/18"OR 3/8"SPACE,5/16'LAMI-(1/8"A,.090,1/9"A) S0.0D0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/18"LAMI K3-1/8"OR 3116"A(MIN.),5116'OR 3/8'SPACE,81'18'LAMI-(1/8"A,.090,1/8"HS) 63.000 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+C2+1+c2+1 3 1+C3+1+C3+1 3 I. 13/18"LAMI IG-1/8"OR 3/18"A(MIN.),5/18"OR 318'SPACE,5118"LAMI-(1/8"HS,.090,1/8"HS) J.13/16"LAMI IG-1/S"OR 3/18"A(MIN.),3/18"OR 1/4'SPACE,7/16"LAMI-(3/10-&.090,3116"A) 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13/18'LAMI IG-1/8'OR 3/18'A(MIN.),3/18"OR i/4"SPACE,7/18"LAMI-(3/1("A,.090,3116"HS) 48.000 1+C2+1+c2+1 3 t+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 31 L. 13/18"LAMI IG-1/8'OR 3/18"A(MIN.),3/16`OR 1/4"SPACE,7/16"LAMI-(3116"H$,.090.3/16-HS) 50.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 31 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING SCOW 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 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 80.000 i+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 11+C3+1+C3+1 3 6&OD0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 11+C3+1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 00.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+c2+1+C2+1 2 26 3/4"MAX.FROM OORNERS JAMBS: V'MAX.FROM CORNERS AND 221/2"MAX.O.C. 48.000 t+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 1+c2+i+C2+1 3 TABLE KEY: 50.825 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+i+C2+1 3 1+C2+t+C2+1 3 X O X 54.000 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+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 00.000 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 1+C3+1+C3+i 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 311+C2+ +C2+1 3 1+C3+1+CS+1 3 1+C2+1+C2+1 s 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 00.000x38.375 1+C2+1+•C2+1 2 1+C2rt+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED 1+C2+i+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ON EACH MEETING RAIL PLUS(1) 48.000 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 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.625 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 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 54.000 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 1+CS+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. 80.000 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+i+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1*C3+t+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 3/4"MAX. 48.000 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+t 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 -+{f►-3"MIN. 50.625 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 1+C3+1+C3+1 3 84.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 9"REF. X 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 O 00 X 00.01+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 t+C2+1+C2+1 S 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+c2+1 3 1+C3+1+C3+1 9 MtODUCTRIIVISeD MTG.RAIL,TYP. as eomplying.YYh die!r lodde 84.00ox 38,375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+7 2 Bu1kNnSCode 48.0X0 1+C2+1+C3+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C3+1+C3+1 31 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS AcooNo6 50.625 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 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Mimi 60.000 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+t 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 25 3/4"MAX. 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+/+C3+1 4 1+C3+1+C3+1 3 l+C4+1+C4+1 4 la,TYP. lI�II1j 00 -11 I---3"MIN. .437x38.378 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+7 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 LYN/y 48.000 1+C2+1+C2+1 3 1+c2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9"REF' X O X •''10EN$F'<< 50.625 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 1+C3+1+C3+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 * No.58705 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3114 +I+C4+1 4 MTG.RAIL,TYP. 83.000 1+C3+i+C3+1 3 1+C2+1+C2+1 3 1*CS+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 311+C4+1+C4+1 a EXAMPLE CLUSTER W! QTY.OF(4)ANCHORS ttil IC/17/11 E NO CIIANC"ETIfl88NEET •�0�•. STA 1070 TECHNCLocY DRIVE ANCHORAGE SPACING XOX 1/3.1/3-1/3 - �C Ft ORiop.•' J,ft 6?(Ylf D AOD®IOCAPTOBETEMPE�D r30FTNOTE NOKOMIS,FL34275 ALUM.HORIZONTAL ROLLER WINDOW IMPACT ZONAL Ea`�� F.K. 4/164)7 C UPDATE TABLE a SELECT VALUES DUE TOANt:HOR CAP.AW. P.O.BOX 7514 111 1 1I I t 111 FJC 6 J.J. 9.r1tVOC NOKOMIB,FL 342/4 Vbdlfy Bett r s NTS n,9 s 11 4127-10 w.., A.LYNN MkLER,P.E. E P.E.#68705 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELOO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES vv�� ZONES ZONES ZONES ZONES W 06 m a -J-� m O_ V� m 2.GLASS TYPES: WINDOW SIZE g Q d °6 j m A.6/16'LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 F' W W W m B.5/16"LAMI-(118 A.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A W V H °d _ °d _°6 m 4S =ad ' =a6 C.5/16'LAMI-(1/8"HS,.09%1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+12 D.7/1S•LAMI-(3/1("A,.090,3/18"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16'LAMI-(3/18"&„090,3/18"HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/1W LAMI-(3116 HS,.090,3/16"HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),6/18"OR 3/8"SPACE,5/18'LAMI-(1/8"A,.090,1/B"A) H.13118"LAMI IG-1/8"OR 3116-A(MIN.),6/18"OR 318"SPACE,611W LAMI-(1/8'A,.090,1/8"HS) 64.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13/18"LAMI IG-1/8"OR 3/1W A(MIN.),6/18"OR 318'SPACE,5/18"LAMI-(1/8'HSA90,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13/18"LAMI IG-1/8"OR 3/18"A(MIN.),311W OR 1W"SPACE,7/18"LAMI-(3/16-A,.090,3116-A) K.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/18"OR 1/4'SPACE,7/16'LAMI-(3/18"A,.090,3118"HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16'LAMI-(3M6'HS,.090,3/18"HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 a8.000 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+( +1 3 3.WINDOW WI ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS, FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.626 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD 8 SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: a'MAX.FROM CORNERS AND 221/2^MAX O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1 1+C3+1 3 1+102+1 3 1+C3+1 3 TABLE KEY: OX 63.126 x 38.375 1+02+1 2 1+C2+1 2 1+C2+1 2 1+102+1 2 1+C2+1 2 1+C2+1 2 2+03+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 64.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+03+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION.(7) 60.000 x 38.376 1+C2+1 3 1+02+1 2 2+02+2 2 1+C2+1 3 1+C2+1 2 2+02+2 2 ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.626 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 8314"MAX. 54.000 1+03+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 j I ' -+j F--3*MIN. 60.000 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- 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9 REF' X O 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 M 48.000 2+C2+2 4 1+C2+1 3 2+ TG.RAIL PRODUCT REVISEDC3+2 3 2+C2+2 4 1+C2+1 3 2+03+2 3 ea0onWlrnnBwim tho 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS nnc 54.000 2+C3+2 4 1+C2+1 3 2+03+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+03+1 3 2+C4+2 4 2+C3+2 4 1+03+1 3 2+C4+2 4 63.000 1+03+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 183/4"MAX. 74.000 x 38.376 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3112'TYP. I--- 3"MIN. t 1111 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 g„REF• ���ONY LYNN 50.626 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 T X '��GENSF '•,Fp '� 1 �':•. 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 *: N°.58705 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+03+2 3 2+C4+2 4 MTG.RAIL = - ; 63.000 2+03+2 a 1+03+1 3 2+C4+2 a 2+C4+2 5 2+C3+2 a 2+04+2 5 EXAMPLE CLUSTER W!QTY.OF(4)ANCHORS JJ. 1017H1 E NO CHANGE THIS SHEET �O''. 15F� C(/�� J.a. marl a AMEOIGCAPTDdETEAIPEREO +XFTNOTE. 107 �8� 76"E ANCHORAGE SPACING OXANDXOWINDOWS S a F.K �b07 C �TA8LEN704d8ElECTVALUESDUE70ANCHORCAP. HpKO.egxIan tl!Gy= ALUM.L3�274 HORIZONTAL ROLLER KINDOW,IMPACT Vw �'��s!�N11AL�� FX. 2/2&ne J.J. 2kW B` NR7fo NTS 10 d 11 4127-10 A.LYNN M R RE E P.E.#68705 MIN.E.D.TYP. NOTES: K, MIN,3.4 KSI 2x WOOD BUC �r j 1.FOR OONCRETE APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1/4'ELCO j CONCRETE r NOTE 3 13/8" TAPCONS EMBEDED 13/8"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 13/4"MIN.. MINIMUNI DISTANCE FROM 4 F MIN. ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x WOOD ' v 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS)OR 1/4"SS4 CRETE-FLEX WITH BUCK, NOTE 3 #12 TRIMFIT HEAD. 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4!. 1/� THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. AX. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD CONCRETEWOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. i ANCHOR, ANCHOR,97 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF OM-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B 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 TYPICAL FLANGE FRAME HEAD SECTIONS #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 W' MAX. 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIMImo" 1/4"MAX.SHIM—►I 4�- 11/4-MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. II II MIN. I I (1.516S1 CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 13/4' a EXTERIOR INTERIOR •• °•MIN.E. (HF�D 8 SILL DETAILS A,B,C,0. &H) TYP. n 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 4 SEE NAILING INTERIOR DETAIL E DETAIL F (JAMB DETAILS E,F&I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR WOOD DETAIL H (HEAD) NOTE 1 ANCHOR, NOTE 2 NAILING .131 DIA MIN.x 21/2"NAIL PRODucrREVISM AT CORNERS AND 5"O.C. er dying with the noride 1/4" 1/4" TYPICAL DETAILS G,H&I. t3tJMhtgCoOc MAX. MAX. ' SHIM SH I� / �, 104 lly ' .4 •j.• � SEE Miem1 ProdudC • ti; , •NOTE 1 i I 13/8 MIN. NAILING �.; ' 13/4"MIN. '• t t 1 1 1 111 MIN.3.4 KSI J/ 'r E.D.TYP. • .� •x SEE NAILING \`\���ONy LYNIy 4,/i CONCRETE 2x WOOD • •'�tCENSF'•�Q DETAIL C BUCK, DETAIL D NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) = * No.58705 `•* TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS = v /-j' -� J.d fOM7/11 �E NO fxlAIYOE THlB BHEET 0910 ' :�Q ST``A 111F7-,�•tt__ J.R uza11 o NO CHANM THIS SIFT op 107�OM118 F it ANCHORAGE DETAILS - .� •• ?; F.K 4OW7 cI.F. CHa a now'' P.O.BOXIW9 ALUM.HORIZONTAL ROLLER WINDOW IMPACT ��SSI1 NAI.t���� V_wu•�e NOKOM4,FL=74 tts�tAarc �': 't w.+aea aye t� F.K 2/mw J.J. 92lAflB Vtdb$Beam HR7ro Half 11 a 11 4127-10 aLVNN P.E. E P.E.N liB706 MAM MIAMI--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 26°' Street, Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwwmlamidadmoberal PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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"SH 700"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option"M"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 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. N'rr NOA No. 11-1013.14 /( 6P&&W 1 Expiration Date: March 26,2016 Z.I 1t Approval Date: November 03,2011 to Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled"Alum. Single Hung Window, Impact", sheets I through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:l)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No.07-0322.06) 3. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07--0322.06) 4. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 05-101&01) t Ja me D.Gaseo ,P.E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test,Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203 -94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTI,-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011,prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No,11-0128.03) D. QUALITY 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 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D.Gasco�,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC-2010,dated October 07, 2011,signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, F'T'L--4723, FTL-4947, FTL-4650, FTL--4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 07-0322.06 and 05-1018 01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gasc n,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 1 t ® GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.6/10"LAN CONSISTING OF(2)LITES OF 1/B"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.5118"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C.5118"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D.7118"LAM CONSISTING OF(2)LITES OF 3110"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.718"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F.7/16"LAMI CONSISTING OF(2)UTES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER O.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5118"LAMI CONSISTING OF(2)UTES OF 1/8"ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER NOA DRAWING MAP H.13116"LAMI IG:(1)LITE OF 1A"TEMPERED GLASS,AN AIR SPACE AND 618"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ® OF 1/8"HEAT STRENGTHENED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES . SHEET I.13/18"LAMI IG:(1)LITE OF 1B"TEMPERED GLASS,AN AIR SPACE AND 51 . 16"LAMI CONSISTING OF(2)UTES OF 1/8"HEAT STRENGTHENED GLASS I WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB GLAZING DETAIL ............ INTERLAYER. GLAZING PRESSURES.......3 J.13118"LAMI IG:(1)LITE OF 11W TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMA CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A ELEVATIONS.....................4 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. RT.SECTIONS.............5 K.13118"LAMA IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE VERT. SECTIO OF 3/18"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. ....,.......5 PARTS LIST......NSNS............S L.13/18"LAMI 10:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS EXTRUSIONS..... ....7 WITH AN AW DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER CORNER DETAIL..............7 ®M.13/18"LAMA IG:(1)LITE OF 11W ANNEALED GLASS,AN AIR SPACE AND 5118"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH AW.090 DUPONT BUTACITE OR ANCHORAGE.... „•,•..8-11 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER """"' 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) ®3,DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B.POSITIVE DESIGN LOADS WED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. 8.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. &7.REFERENCES:TEST REPORTS FTL-4846,FTL-4648,FTL-4847,FTL-4848,FTL-4649,FTL-4650,FTL4051,FTL-4723,FTL-4957,FTL-4958 AND FTL-6M. ANSUAF&PA NDS-2001 FOR WOOD CONSTRUCTION ADW2000 ALUMINUM DESIGN MANUAL PRODUCr aawSuu m cwgdy4widetm Fla w@ S.SERWS/MODEL DESIGNATION SH70%ALSO REFERRED TO AS SH701. Bo"us Coda "1 A Acne No A- 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVHZ). RY Mind Dodo Produce Com ' 1111111 ,\\ V,VNN MlL(F�'i,� No 5s705 0= fowrmptf- is;uw mwr.t ra+lTnr o soroFecuaaAle ,oTo,eceirlaoavoeme GENERAL NOTES ',�'Ap ,, FLO*0"•���: J,R. 04A7'Inr C CHANGED CAP GLASS TYPE TO7 FWUHS Naal)M18.FL34276 ,r � N 3W.— rnsoe B P,o.egoc late ALUM.SINGLE HUNG WINDOW, IMPACT o.er NOIODMI6.FL 8 74 V1itb(y 13eMer o•► w.,tiw. — A.L✓ISIWAMlL ,P.E. FJG ftw J.J. Y/23N7 8►tro0 NTS 1 • 11 4040-20 5 FL P.E.#68706 AK NOTE: 1 1 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16°WITH NO CHANGE IN DESIGN PRESSURE. Lill 10 NOM. 1/z"NOM. 41 GI ASS BITE 44 GLASS BITE aEXTERIOR INTERIOR (ALL SECTIONS) 37 ® 37 80,81a 82 83,84 or 85 70 �Efl::a� 70 tfl 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 71 rT—1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/18"NOM, 7/16"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 1 1�— 1/2"NOM. 1R"NOM. GLASS SITE GLASS SITE 38 38 86,87,88 or 92 89,90 or 91 ao��Ir�gR�thoFwwwn L,unding COo Aoceptawo No NBM Pmduct Conlro 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16•'ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVS INTERLAYER .090 SOLUTIA OR DUPONT PVS INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS i 1 TED *. AIR PACES AIRSPACE \`�o ..... .... 1/8"ANNEALED OR TEMPERED GLASS® 118"TEMPERED GLASS e `22�r ,•��c,ENS6 13/16"NOM. 13116"NOM. "c;' 0 55705 ' 13/16"LAMI IG GLASS W15/16"LAMI 13116"LAMI IG GLASS W/7/16"LAMI _it ro * Ltr= 10 61 W; ,nroTFrwn/ o nrocransn r DETAILS ecw40wGyDRW AZNG LOoPlP. .O?\ J.R. ON1/11 C CIMNOEOC+WGLASS TYPE TOTFAMEREDPROM HS NOKOM16^3427g '*" ���F '••' N- �: A �1"1/13CO L+ D nEm a2 TO&10 LAW LLL aL488 A LAW 10 NOPE L,+� �NNW ALUM.SINGLE HUNG WINDOW IMPACT ' ,SSION P�,,`' ".rwadc ar o-wm � A.6�NMILLVW P.E. FX Wiens J.,L ?/1507 8i1f00 Full 2 a 11 4040-20 0 FL P.E.#58705 IM FLANGE OR INTEGRAL FIN WINDOWS W/HIGii SILL OPTION& TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 68" 56" 56" 70" 72" 74" 7S., _MEETING RAIL 48" A,B,M +80,0 -80.0 +80.0 W.0 +80.0 80.0 +60.0 •80.0 +80.0 •90.0 +80.0 •®o.0 +80.0 -80.0 Hr. 69" A,S,M +60.0 ;-80.01+�80.0 +80.0*40.0 +8K0.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79,0 -79.0 92" A, ,M +60.0 -60.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 "X" 631/8" A,B,M +80.0 .79.6 +78.2 •78.2 +76.9 -78.9 +76.4 •76.4 +74.0 •74.0 UP TO 531/ C,O,E,F,G,H,I I K L +80.0 -0O.0 +80.0 80 0 +80.0 -00.0 +80.0 80.0 +80.0 80.0 STANDARD VIEW&RADWS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE Z. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT O" WIDTH GLASS TYPE 30 3/8" 44" 60 618" e3" 72" 74" 76" MEETING RAIL ,M +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 69" A S,M +80.0 -80.0 +80.0 -80.0 +80,0 •80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 X 112" A, +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 .78.9 +70.0 -70.0 +88.8 48.8 +67.6 47.8 931/6" A B,M +80.0 -80.0 +80.0 •80.0 +80.0 -80.0 +76.0 -75.0 +68.0 48.0 +88.7 48.7 +86.6 46.6 UPTO031 C,D, ,F, ,H,I,J,K,L +80,0 W.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 •70.0 +70.0 Ad CUSTOM VIEW 6 RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® TABLE 3. � BASED ON FLANGED WINDOW TIP-TO-TIP FRAMEDIMENSIONS W NT WINDOW HEIGHT MINUS SASH HEIGHT WAt WINDOW HT.WI BASH■76"FLAMM AND 76"II NWAL FIN) .0 NUS �lw GLA88 TYPE 17U6" 2311116" 203118" 33314" 396118" 4413116° 60310" 6615M5" SASH D,E,F,J K,L +80.0 1 40.01+110.01 -60.0 +80.0 -80.0 +80,01 40.0 +70.0 -70.0 +70.0 -70.01470.01 -70.01+70.01 -70.0 HT• MEETING RAIL T GLASS TYPES: TNT REPORTS TABLE 4. 'X" H A.W16"LAMI. 1/6"A,.090,1/8"A F7L-047,4648,4723,4967 B.6118'LAMI- 1/6"A,.090,1/8Wf8 F71,4647,4048 C,6/16"LAMI- 1/8"H8,.090,1/8"HS) FTLA647,4848 0,7/18"LAMI. 3I18"A,.090,3/16"A 1`71.4846.41185 E.7/18"LAMI. 3/1S"A.AK 3116"HS) FTL-4846 pRODUCT ItrsVISED F.7/18'LAMI•(3118"H8,.090,3/18"HS) FTL4645 comp191o6 wun nb pl«Id" 0.13/18"LAW IG•1/8"T,AIR SPACE,6/18"LAMI- 1/8'A,.090, WA F71.480,4723 BUndinCodp No H.13/18'LAMI 10-1/8"T,AR SPACE,6/18'LAMI- 1/WA,.090,1/8"H8 FTL•4046 ice► 1. 1311W LAMI 10-i/8"T.AR SPACE,5116"LAMI- 1/8"H5,.090,1/S"HS) FTL-4048 ® pro Comro J.13/1V LAW K1-118"T,AR SPACE 7/18'LAMI-(3/18"A,.090,3/18" FTL-4849,4860 K.13/16"LAMI 10-1/8'T,AR SPACE,7118"LAMI-(3/16"A,.090,316"HS) F71,4649,4650,4968 L.13/1W LAMI 0.1/8"T.AR SPACE,7118"LAMI-(3/18"HS,.090,31818) FTL-1849,4860 M.1318"LAMI IG-1/8"A,AR SPACE,6/18'LAMI- 1/8'A,.090,1/8"A FTL-SOBS \\`�0", LYNN Ml((F� NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. Z*: NO 58705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618"MINIMUM TO 36"MAXIMUM.® * W N kW' 44 1Q07/11 D NCC4NGE8 HTFIIB811EBf °M JwAflv UAW 51 �2I '•, VP 1nx� ofOaiOLOGYDRnR DESIGN PRESSURES %O,c, •..F�o Ad OM11Mf C t*WMWCAPGLLA89TYPE 701571r�iDFA MIM NOKO�,FLSaN ,r •i F '. 0 �� ALUM.SINGLE HUNG WINDOW IMPACT ''�,`sSIONP,\ .' fJG 11/}WOB 8 T PO tlnY aare"re I" A.LYtfl liblit6k,P.E. PJG 6Hi06 LLJ. ?1AW07 + � 61n00 N7S 9 + 11 1040,20 0 FL P.E.#58705 531/8"MAX.FLANGED WIDTH® 52 1/8"MAX.I.F.WIDTH 49 518"MAX.FIXED D C DLO(ALL) 1 76"MAX• — — — 75"MAX. 1 76"MAX. SEE DLO O C I.F. �A A I.F. I.F. TABLE — / D 41 HEI T SEE DLO HEI HT SEE DLO HEI HT ® TABLE 0 ® TABLE O Lj 78'MAX. 76"1 AX. 76"MAX. FLANGED FLANGED FLANGED HEI HT — HEI HT HEI HT SEE DLO 38 /18" TABLE X j ASH SEE DLO x S E SEE DLO (MAX.)L HE HT TABLE j NO 4 TABLE x j NO E4 48MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E� 1111 CAL DA 75'MAX. 1 75"MAX. OPENING I FEDITE I.F. I.F. IX SEE DLO I HEI HT E HEI HT DETAIL SILL SILL SEE DLO TABLE O � ® TABLE O � A 34 1/2" 34 3/16" / I 76"1 AX. / 7&'1 4AX 8 416/8' 411/4" FLANGED FLANGED C 41 1/4" 40 7/8" HEI HT HEIGHT D 62 5/8" 52 11/16" E 52 1/4" 52 5/18" SASH PRODUCT REVISED SEE DLO TABLE X j I SASH SEE DLO TABLE x j SALOW HIGH esaamplyuigwi11�0taNlaride DETAIL SILL SILL Butlding Coda HEIGHT HEIGHT Acaptm+aeNa A 34 1/2" 34 3/16" onn�m B B 27 7/16" DETAIL D DETAIL E C 27 7/16" 271/8" Mivlapm uc+Comm D 16 3/8" 15 3/4" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 16 3/8" 15 3/4' TABLE 5. 111 1 I 1 NOTES: .``�Nl wNN 1,SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. � lA�•;CENSE 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.® *;' No.58705 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. LUZ 7W 'T O7/91 D NO CH4NOE8THI88HE °M0�" '��•'•,• STAt o J.J. fll;'•�`�, 1070 TECHNOLOGY DRI VE ELEVATIONS '�0,� LOR\OP•'�C�; JOE 04N1/f1 C NO CH4NGE81H18 SH07 NOKOAYS,RL 887EFIGT TM' %i FJG lVi3 B B ADDMfTEGSRALFIN .F. VER9/ONCHG.NOTE3ADDNOTE4. roeQoc+e¢o ALUM.SINGLE HUNG WINDOW IMPACT t`S�/`ONA�J-�, As net aw: NOKDMI6,FL SW4 1/b7b$Better �'"i1xb°1° crow. �.: A.LYrvN1A81L�1=R.P.E. F.K. A fA78 J.J. ?/2:V07 sumo NTS 4 a 11 4040 M D FL P.E.#58706 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 28 27 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 31 FIXED 9,10,11,15,18 MAX' 2.710" 7,8 OR 17 LITE DAYLIGHT 25 OPENING l�k OUTSIDE 25 MAX.FIXED LITE DAYLIGHT OPENING r MAX.WIDTH SECTION A-A 8 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS® INSIDE 23 47 50 MAX HEIGHT 21 Imo_JWL 2.146 HIGH I OUTSIDES I 2. 30 LOW 8I MAX. VENT DAYLIGHT L 48LOW SILL HEAD JAMB OUTSIDE OPENING 68 ®I.F.FRAME 2.710"q 28 53 p pRoDucr REVISED OUTSIDE I o tha Plarida W" No 538 2.948" 63 Comm 2•�" (HIGH SILL) 52 (LOW SILL) SEE NOTE ABOVE 54 64 i i I t i i \`�.��(LYNN M/� 87 ��°.•���ENSF'•Fq 3 30 69 �( SECTION B-B 12 U RALIFT 12 ONLULTY SECTION C-C RALIFT =k No.58705 (Low SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) = Qrfmww .LJ. 1"7111 D NOCHAOKi6BTHf88HEET '�'A STATE�2� r.H. oaault C NOCHANGMTM SH�7' 107NTBCHWaw Onus, 01Fa.a�e SECTIONS ',,O.c�•. Fc ......aO,: FK ltnsoe a sECTroHsasara4TEenL.COIHPONENTB P.O. 16�Y � ALUM.SINGLE HUNG WINDOW IMPACT ''�S`S� ���` owr aw. NOIOD�tletl Ra�zu VtrlbbBetaa• wti.�ese awe o.,,� w., A.LYNNIJII!LEKWE. F.K IV= JJ 1I6%, SH)IX7 Haff 6 a 11 4040,20 D FL P.E.#50705 ITEM DWG# I DESCRIPTION POT# rm DWG.# DESCRIPTION PON 1 4002A FLANGE FRAME HEAD 812226 60 1835 SCREEN SPLINE-.135 D W HARD 81836K 2 1166 #8 X 1.000 QUAD PN.SMS 761IPOA 81 SCREEN CLOTH 81818 3 40030 FLANGE FRAME SILL(LOW SILL) 812228 63 505 GU121N0 CHANNEL .888 X.600 8633402 5 1828 ADHESKOPENCELL FOAM PAD 7P 1828 04 1181 #0 X1.000 PH.BUGLE TEK 708X1 6 406i—FLANGE 612227 87 GLAZINGT ,111X1 -7116LAM 82 10 25 SASH STOP 812244 ® 68 40512 SASH BOTTOM HIGH SILL 64061 0 4025 SASH (EGRESS)1.125 LONG 612244 89 40502 IFLANGE FRAME SILL HNiH 88 L 84060 9 4029 SPIRAL SA ANCE,3re",SRI",OR 11/16" 70 SILICONE,DOW 899,898 OR EQUN. 10 1080 BALMNC COVER 318"OR 5/8- SBALCVR916 80 A GLASS,6118"LAM, 118"24.090 PVB,1re" 11 #8X,?50PH.PN.SMS 7034M 0.GLASS,6/1 LAM, 1/81/1.090 PVS,1re"HS) 12 BALANC I WT MM FAACKET 7 TBKT 82 C.GLASS,6/16"LAMA, IMW,.000 P%S,IM'HS 13 0085/10H SASH TOP GUIDE 42504 ® 83 D.GLASS.7116"LAM 1re"A,.O90 PVB,I N 16 1 98 X t PHILLIPS FLAT HEAD S.STL 78X1FPAX 04 E.GLASS,7116"LAMI,(110"/x.090PYB 1/8"HS) 18 1080.1 BALANCE ,11/18" 6BALCVR670 ® 85 F. S,7116"LAM,(IffH8,.090 ,118Wi8 17 4053 BASH STOP COVER 04063 88 0.GLASS,18/16"LAM Ki;1187,AIRSPACE,6116"LAM,(118A.00o PVB.1 re" 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLAS8,13M LMA 10;1/87 AIRSPACE,fill "LAM, Ire A.090 ,114'HS 19 #8-32 X tl2"L0.PH.FH.TYPE F S.STL 783 X12FPFX 88 1.GLASS.1311(r LANI Ki;'I re'T,AIR SPACE,6118"LAM, lffHS,A90 PVS,1I8"H 21 4064C PWDMENTINGKAIL 04064C ® 80 J.GLASS,13116"LAM IQ I 18"T,AIR SPACE,7116'LAMA, 31182.090 PVS,3111r 23 40000 RAIZ. 64000 90 K. 13118" ;1re'i`, SPACE,7118"LAM,(3118'q 000 PVB 3►I rHS) 26 1236 .,.1 O X 0 BACK,FBI SEAL 87 160 91 1.GLASS,13110"LAM 10;1re'T,AIRSPACE,7118"LAM, 3116"H8,.090 PVB,3118W _ 26 1096 SWEEP LATCH 71008 92 13110- ,1 101 #6 6 7 28 4007 OW SILL 81 30 T 30 1226 8 49 31 4008 SASH 812231 1 A02— BASH FACE GUIDE 4 501 35 1622 SETTING KOCK 3132"X26/84"X 1' 71092K IIA so 3 36 1062 LAMI 108911INGSLOCK I"X 3AC'X t/18" 71052K so 37 1224 VINYL BUL K: 6 1 ,K 38 1226 VINYL LB IN 48K 41 40398 GLA>9N ,SM8 LAM.GLASS. 640 O FRAME,I.F.HEAD 42 46440 GLAZING DW,6118 LAM%MLL KR 844703 ®47 #4071A,6083-T6 44 42222 GLAZINGUAD.711rLAMI 04222 SILL I.F.LOW , 46 9850 0 MW LAM WPGRILL KR 6985 ®48 FRAME, I.,6063-T6 LOW 48 4007 GLAZING BEAD,13/16"LAM 1.0. 64067 47 4071A FRAME.I.F.HEAD 64071 ® 2 40 4072A I.F. SILL 64072 ® 87 rRUDucrx8vis0u 0.oo Ywv with the Rlmtdo code 49 4073A FRAME,I.F.HIGH SILL 040?3 60 4074B FRAME,LF.JAMB 64074 �WC-- 63 52 4008 SILL LATCH N LOW SILL) 764009 .002 NOM 1088 8P G,SILL LATCH 7 RNG THICIUIEBS lri 4 2 40 LATC 2740 4' 1 2. 1 56 1014 SCREEN EVER. 81014 56 1830 SCREEN CORNER KEYWIRINGS 71630 T}�KMSS ttlu 57 18 1 REEK CORNERKEYWYOUTRIN(i8 71631 6 1073 SCREEN PRO 7CASP �`p�.''EASE 59 1624 SCREEN SPLINE-1DIA FOAM 81824K O FRAME,I.F.JAMB h�'��G i ®O FRAME.I.F.HIGH SILL ® 50 *40745.6083-T6 * No*1p5 .W 0407K 60WT6 (USED AS RADIUS TOP HEAD) _ *10 of 2`_ d,b 1G07H} D A�C}pN068THBaYlEE1 'i�0 '., 'aps wro�uxMMOLoova6vS PARTS LIST '.'P .. FLOE!`.•' Alt arms}} c CAN4MQEDC..ffrfAa 4z;p fl61N'!5PlDIic4m 6 eotaoM%R3Msse !f ALUM SINQLEHUNG WINDOW IMPACT �����FSSIONPr FIG IV1308 8 ROlgBI1E7i A.LYFMMAIL %\' FJC Ny}p8 ,A,ti aw M 0.a � 8H700 NTS 6 • 11 404420 D FL P.E.#65705 ® I.F.FRAME SEALANT ALONG ENTIRE JOINT I or 47 I.F. 2 A FRAME,& 1-�-2.7e4� .062 I II 11 1.383 2.830 2.330 a82 6 or 50 O FLANGE FRAME HEAD #4002A,8063-T6 I+--2.784--�{ i FLANGE FRAME SILL (LOM WELD 1.749 3 I#4ALONG oo3c,W63-TO 6 or 50 SCREW 1 SEALANT OR GASKET 8033(2) 2.710 1 �1.613� 738 I AT HEAD AND SILL 082 ,4gp 040 .082 1.451—JT VIEW D-D VIEW E-E tt (1!1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION 02 O FLANGE FRAME JAMB 7 #46,6063-Te 17 #4063,e063-T5 — — — — #4RADIU TO 5 F"m (USED AS RADIUS TOP HEAD) -"I 1.185 Me .678 ff 2.328 1.088-{•r--�•{ 1.342 —� oez 1 I 41 GLAZING BEAD,5/16" T —L o #40NS,6083-T5 .� 155 1707 ,.979 O SASH SIDE RAIL .002— 31 #4008,W63-TS 21 FIXED MEETING eEETING RAIL 23 SASH OPW83RAILS-TO 28 SASH�BO QOM RAIL(LOW) 1re—-- � 050 I 1.0� I----I —,e42 GLAZING BEAD,5/16" �oDUcT REvIsBD #40448, 83-T5 °60p1°��"'"nnuFatids —2.326---1h6 80 1.098 +—•I T (USED WI GRILL O KIT) 2,9GLAZING BEAD 7/16" 3, #4222,683-T5 52�� 40 71 2.838 � .863 . .050 � � 1111111/ .878 �- 1.097 .��,1�VNN M/CCF��ii �ST FT #4067,46 NG BEAD.13/18'IG GLAZING `\ o,•J��I�sE '',? #4087,806&T6 BE '•.'� 69 FLANGE FRAME SILL(HIGH) gg SASH BOTTOM RAIL (HIGH) 45 GLAZING AD,7/16" =*; No.58705 #4050A,8083-TB #4051A,8083-T5 #985C,8D83-T5 (USED W/GRILL KIT) ;� (r 10 1•�h �: JJ 19417/11 D NO CHANOEB TkW SHEET °�"�"" ••• STATE 0f QA ,•2� '',. ,mo�cHnoLoov uwve EXTRUSIONS&FRA ME CORNER DETAIL '; ,.. FLORP` '00" JR. 001/11 C NOCH NGMTf98OMMT N010WFL34276 ��� SSIONA����� 11hsA16 B TEFR4NECORNERA38EMHLYTDINCLIIDELF. ao eQoll�y ALUM.SINGLE HUNG WINDOW,IMPACT �, 1 aw rr,w,rk wre r -.fvM,. ".. A.LYI f MILL�I�,P.E. F.K. AW M J.J. P/1307 NolcoLn,a 24274 vt+rbb aww Ham( 7 s 11 4040-20 D FL P.E.#65705 ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE 5, ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 28.803 34.603 40.603 48.603 52.603 58.603 64.603 3 76.000 -#121/4" SS4 CRETE-FLEX ® 12SCREREWS TYPEU M UM U U M p U U p U U M p Z Z Z Z Z Op NUZ UZ O Z Z U UZ y ANCHOR LOCATIONS ARE BASED ON THE ONV U U UU IO DIMENSIONS. U U U HEAAD81/2MAX FROM CORNERSU Z Z � UU WdDOW GLASS 0 C4 N N WIDTH TYPE ppANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS __-- -.-.-_.._. _ ---- --_ __ -. ..---. .... ._. _ 18"MAX.FROM BOTTOM CORNERS 18.125 H,I,J,K,L 1 2 1 1 1 1 1 2 -11 1 2--2--2 1 2 2 2 2 2 2 2 2 2 2 2 2 2-'"2'1 2 2 2 2 2 2 2 2 2 2 2 2[ihl 3 2 2 11-3 WMAX.BELOW MTG.RAIL 1 _1 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BILL-ANCHORS NOT REQUIRED AB,M "1 2111 11 21 11 2221222222222222222222222222222232233 .ISTALLPER THE ADJACENTTABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF _.. ._..-.----- -- - - - ___ - - - --.._ ..- - -- - _- ----- -- -- NOTE 2. 24.000 H,IJ,K,L 1 2 1 1 1 2 1 2 1 2--Ili 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3-2-Ti 2 3 3 3 2 2 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR AB,M --- .._.. - _... _ --- ._.._._.__. __....-2.-21-3 - - -]--.---F ----- .--- --- FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS 121 1T12.1 21 21 2221 222222222222222 _2' 2232223332233 ARE 1'LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 _1 1 _1 2 1 1 2 1 1 2 1 1 5. ESIGN PRESSURE LIMITATIONS: H,I,J,K,L 121 222231 222231 223232223232223332233343233343344 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A AAM 1 2 1 2 2 2 2 3 1 2212.2 3 1 2 2 PRESSURE WITH THE QUANTITY 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 OF ANCHORS MAXIMUM DESIGNSHOWN IN BOLD.OTHERWISE,THE C,D,E,F.G, 1 _1 1 1 1 1 2 1 _1 2 1 2 2 1 2 2 _1 2 _2 _1 2 2 1 2 MAXIMUM DESIGN H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2L3 j1:4 2 3-31-i 3 4 3 3 3 4 3 5 3L3 4 4 PRESSURE FORTH 37.000 RESPECTIVE SIZE 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS AB,M 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2-F-2323233423-3F3 314 313 314 3 5 3 3 414 AVAILABLE. PSF 79 C,D,E,F,G, 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 222232223232223232323242333 342334353334453344 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 _2 2 2 2 2 2 _!L 12222n3212,2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 b 3 3 4 4 PSF � TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX.PSF 44.000 H,I,J,K,L _2T2 2 2 2 2 2 3 2 2 2 32 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 34 4 5 34 4 5 (DP LUTED) 118 AB,M 2 2 2 2 2 2- 2 2 2 2, -2 2- 2- 2 2 2 2 2 2 2 2 2 2 2 HEAD 2 RODUCrREVISED 222222232223232233242333342333342334353334453445 y° Ying �'"°� ' PSF 79 79 JAIVB ABOVE 2 3 MTG.RAIL C,D,E,F,G, 2 2 2 2 2 2 _2 2 2 2 J23 2 2 2 2 2 2 3 2 2 _3 2 2 JAMB BELOW 48.000 H,I,J,K,L 22222223222334233334342334 353334353345483455 Iy�L,+ RA� isul ProductContro AAM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 212 2 2 213-2 2 2 3 3 4 2 3 3 3 3 4 3 4 2 3 3 4 3-5-373 3 4 3 F5 313 4 5 4 6 3 4 5 5 (FULL DP) ItIIIII PSF 72 79 79 HEAD 2 .��y LYNN MI(4F���,�� E,F,G 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 SEN _ - - --- - - - - MTG.RAIL Ago se 53.125 H,i,J,KL 2 2 2 2 212 213 2 2 2 3 3 4 213 3 4 3 4 2131314 3 4 313 3 4 3 5 3 3 4 4 4 6 314 4 54 6 31-41- 5 6 �'; 58105 2 _2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW _4c t W AB,M 222222292223342334342334343334353344453345463446 MTG.RAL = i A, o'►� �� J.J. 1OV7n1 D AroclfAeR sn�OSHEET p'•. stPtE°�, ANCHORAGE SPACING f/1 W/NQOWS O,c....F1oftN-- �R OW/11 C NO CHANGES THISSHMr N010D""&FLe'a° ALUM.SINGLE HUNG WINDOW IMPACT ''��FSSlO.... FJG HM84B B OP OBY812E PQ BQX1tpb M, .,o wry o.wea te. A.LY�ItdMIINEEk)P.E. �` moor as aa�e81000 NTS 8 s 11 404010 D FL P.E.#58706 F.K. 7/2Rbb J.J. 2/13�D7 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 1 52.155 59,655 67.155 74.655 76.000 ® 3-#12 SCREWS ANCHOR TYPE, 0 0 0 0 U U 0 L) U 0 0 0 O 0 U 0 O U 0,4L) U O 0 U 2 ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS N N p�p�i N 0 0 c%r 04 C%i `V O"O��i�"�0 �cv Q`�O"O of�"'O�O c.P 0 0 FOLLOWING DIMENSIONS: WIDTH TYPE U U 0 0 3 U 00 0 0 U 3 U U U 0 3 U 0 HEAD-181/2'MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171f2'MAX.FROM TOP CORNERS _ _ .._. .-. ._ ._..__...—.—..-_.._ __. _ _ 1b"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 III 1 1 '212 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 a MAX.BELOW MTG.RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ®SILL-ANCHORS NOT REQUIRED 1 1 1 1 1 1 21i ill— 2 2 2 2 _2111 _2F2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 NOTE 2. 24.000 KLJ,K,L -17, 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2% 3 2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 _1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 11 1 1 11 221 1 2222222222222222 2232322232 322232322232 ®ARE1"LESS. PSF 88 77 DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 j33 1 1 _1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 HIJ.KL 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MAXIIMUMDESBOLD GNPRESSUREWIT THEVALUE ABOVE THEM, DICATE A QUANTITY A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 _1 1 _1 _1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 1 1 1 1 2 2 2 2 2L2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3:211 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PSF 59 87 79 PRESSURE FOR RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,IAK.L 111 111 2122222322 233 3223333332334 3 324 344 324 3 AVAILABLE. ABM 1 1 1 2 1 _1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 11 11 12 22 22 2 2 32 22 3 3 32 23 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 111 1 11 222222232233332233433343333343443343443353 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 22 22 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 L4 3 3 6 3 TABLE KEY: PSF 49 79 89 79 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 MAX PSF 44,000 H,I,J K,L ill ill Ill 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 (DP LUTED) 117 RODUC7 R8VIssD ABM 2 2 2 2 2 2 2 2 2 2 _2T2 2 2 2 _2 2 2 2 2 _2 2 2 2 HEAD 3 wmoyms with um Elorido JAMB ABOVE 3 3 naloecaao 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 co Noll PSF 45 71 51 74 78 79 MTG'RAIL p eto to L C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW H,I,J,K,L MTG.RAE oPro uca 48.000 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 ABM 2 212 2 2 2 2 _2 2 2 2 2 _3 2 2 2 2 2 3 2 2 3 2 2 111 1 11 222222332233343333443344443344444 354444364 LDP Iclllll PSF 41 87 48 67 78 78 HEAD_2 ` .0y��NN M/��FR�,,�� C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 _3 _2_ 3 JANE ABOVE 2 2 `ZO'JG�ISE 63.125 H,I,JK,L 1 1 1 1 111121212121211112 3 3 3 3 3 3 4 4 3 3 4 414 4 313 4 4 41413 3 4 45 5 4 3 5 415 5 4 3 514 C''RAIL L 2 2 2 2 2 3 2 _2 3 2 3 3 2 3 3 2 2 _3 2 3 3 2 3 BELOW _*; PIC• _1H1 11 222222833333443344443344443344544354544 354 MTG.RAIL = a o iW. J.,A iM17/i! D NOO MI(iE87►K88f�E7 SINT 2 IM TECHNoloor DRIVE ANCHORAGE SPACING,STANDARD VIEW ,�p • aLOsz�v" �C? 1R ow1n1 c 1ieNN9mlplMfep8110Ra7YlBREBTRlCTE09Y8fZE oalcanaeFLa4s7a Ift ! ALUM.SINGLE HUNG WINDOW IMPACT F.K 11/1&W B 7Y 7RIC7EDBYSM VA.BQXton wu.wwe wr N w..ywLYN MILLOt,P.E. TIC J.1 �7 NOKOMw,�sa�4 ��Bamer ey7uD NTS 9 a 11 4040.20 D FL P.E.#58706 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8, 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 17.125 22.668 1 28.211 33.75 1 39.296 44.839 50.382 1 55.925 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPSN (.)I ol"a () 0 a L) 2 C)l 3-#12 SCREWS OOANCHOR ARE BASED ON THE FOLLowIINOOR ? O Q ` O QOOQN . 8 NWINDOW GL S-0 O cJ N CIT N " O ®DIMENIONS: WIDTH TU U 8U U U 55 U U U U U U HEAD-181/2'MAX,FROM CORNERS 19.125 D,E F,J, 1 1 1- 1 1 1- 11.1--l''_2_.. 2 2. _2_.....22 _2 ...2.._.,2. ..3.__2....3... 3.__.2_ _.3.._3_ 3.. ..-.3_ 111/2"MAX.ABOVE THE MEETING RAIL D E F J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL 24.000 K'L _ ----- - _ .. .___ ....__._--__ --- ...---.---._ _....._... -.- -- -.___ .__ ....._.... 15"MAX.FROM BOTTOM CORNERS 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED 32.000 D,E,F,J, . 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM "'-"""- "--""""-"--" VIEW WINDOWS FROM TABLES 7.AND S.USING THE K,L 1y 1 1 2 2 2 3 2 _. 3 3.-.....3_._..3_._3 ....-2_-__3_.._4._-3 4 _.4. 3 4 5 3-" 6 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 78 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 11 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW KL -.._1 1 1 2 2 2 3 2 3... 3 3..._4__.3 _.3._...-3. .4 ..3_.....4 --4_ 4 5 --5.. .4- 5 WINDOWS ARE 126/8"MIN.T038"MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 1"LESS. K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 6.DESIGN PRESSURE LIMITATIONS: PSF 78 78 79 77 78 79 79 ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM -_ -._.. _ _ _ _ ___ ___ DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 1 4 1 6 5 1 4 1 6 SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN SF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 [DEW,.'F-,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND -5- . --5-- --.. ----.-- GLASS TYPE IS L 1 1 1 2 2 2 3 3 3 4 4 4 6 4 5 5 4 8 b 4 8 6 6 8 AVAILABLE. PSF 71 79 63 71 79 64 74 66 77 88 69 ® TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 S 3 2 .._3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 9 3 3 4 4 4 -5 _4-. 5.......g5 6 8. 5 -� 6 5 �_ MAX PSF (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE S. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12.776 15.778 18,776 21.776 24.776 27.776 30.7 1 31.106 Q ANCHOR (8 $ $ Q (,) O (FULL HEAD�WIOW � �ro3 O $ JAMB ABOVE� 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL I RODUcTR�51311 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2ompwdo �^4'� 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 u041ncNO 1+ 1 O 1/jp 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 --3T-3--T-3 4 3 3 4 3 4 ® TABLE 8.KEY: 40.000 74 MAX PSF 2 2 2 2 2 2 3 1 2 3 -37 2 T 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LIMITED) 112 68 78 JAMB BELOW ..2. . I I I I I 1 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 1 3 4 3 4 5 3 4 5 3 4 MTG,RAIL 6372 79 tib,. ��GENSF P 48.000 2 2 2 2 2 2 3 2 3 4 3 31--4-F-37-4 4 3 4 5 3 4 5 3 4 FULL DP Eil L_� = • Ho.5870553.125 58 66 72 JAMB BELOW 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG.RAS - ; 0'. a (gyp N , �; J.J, 1QA77111 D NOCHANOE87MW EET ANCHORAGE SPACING CUSTOM VIEW '�On FtOMID C�=� 5010 TECHNOLOGY DRIVE J.R. 04ro1111 c NOChwaDEBTFuBSHtET NDKDLae,FLs/Ti6tfqr� ALUM.SINGLE HUNG WINDOW,IMPACT '"', SIONAL�G? F.K. 1111908 B21VISRESTRIC7EDBYSOE. PA119Kim s. s� m a,ti, A.LYNIfIWILLpA P.E. F.K J.J. 2—l2M M 4 Vtrtb(y 811700 NTS 10 a 11 4040-20 D FL P.E.#58706 EXTERIOR INTERIOR ®NOTES: �j 1.FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILLDETAILS) APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 314". 3.35 KSI MIN.CONCRETE t (SEE NOTE 1&3),& 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G6)OR +II ®(SEE NOTE 4) (SEE NOTE 2&3)® 1/4"SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE • "� +'.+1 318 MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN 1 V2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •1 3/4"MIN.,1l4"CRETE•FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS 2x ARE 1112" OPTIONAL 1x "^ o o M�"® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK N_ ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) S.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114" 1/4, 8083-T6 AND A MINIMUM OF 118"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX• OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 114" 1 ® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4"MAX.SHIM MIN. 114"MAX.SHIM MIN. S.ANCHORS ARE NOT REQUIRED AT THE S&L OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT :'.'• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION,SECTION 2003.8.4(SUPPLEMENT 2006). CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL.(SEE NOTE 1&3),& RAIL(SEE NOTE 2&3) 110, 3.36 KSI MIN.CONCRETE INTERIOR Tlx OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE(SEE NOTE 4% (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" MAX. )►— SHIM WOODFRAME MAX. _SHIM PRODUCT1113WED WOOD FRAME a complying"h the Fbride Wtft.131"DIA.MIN. Ae�M�a x 2 1/2'NAIL, ° e .131"DIA.MIN. AT CORNERS x 2 1/2"NAIL AND 6'O.C. a Pro ttet conuo AT CORNERS A WOOD FRAME AND 6"O.C. 2—1 .131"DIA.MIN. l I l 11 l 114' x 2 112"NAIL, `��� (VYNN ' SMHIM M/(�FP i/ AT CORNERS `TOa'��CEN3f"•. AND W O.C. Qs:• 11t DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) 58705 TYPICAL INTEGRAL FIN ANCHORAGE J.J rQID7/19 D IYOC!l4MI6E817fIB8HEET a"•ee+c � +oro r4clxrotoovonlve ANCHORAGE DETAILS O NotroMle,r3 s4:yg J.R. P(Nt/11 C ND 7r/ag SHEET �i`SSION AL�? IA�AATEAEORD NOM ALUM.SINGLE HUNG WINDOW,IMPACT F.K 11HSM8 B Alm P.O.B�Im ��� tt at, n,e" &FL 9tsy4 � ewntrw -- a.re,c ee. A.LYNI4 MILLIO P.E. F.K NY1p6 J.J. 2/15477 BFTDo NTS 11 + 11 4040,20 D FL P.E.#68706