The URL can be used to link to this page

WS-16-1129 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-261952 Permit Number: WS-4-16-1129 Scheduled Inspection Date:July 06,2016 Permit Type: WindowsJShutters Inspector: Mesa,Michel Inspection Type: Final Owner: PIPERATO,JOSEPH Work Classification: Window/Door Replacement Job Address:10025 NE 5 Avenue Miami Shores,FL Phone Number Parcel Number 1132060171200 Project: <NONE> Contractor: FOUR BLR DOORS CORP Phone:(305)776-2443 Building Department Comments REMOVE AND REPLACE 6 DOORS AND 3 WINDOWS Inftectlo Passed Comments INSPECTOR COMMENTS False Inspector Comments PassedFRCREATED AS REINSPECTION FOR INSP-261378. CREATED AS REINSPECTION FOR INSP-257663. 6-27-16 Failed a NEED LANDING FOR NEW DOOR IN BACKAREA. <vo �6-se . Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid July 05,2016 For Inspections please call:(305)762-4949 Page 16 of 21 IVlldl I II 'Jl IUI Cb V IIIdgC Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 `x'• a Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 206', c� BUILDING Master Permit No. ��`�'` 1 Z I PERMIT APPLICATION Sub Permit No. 2UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION E]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10025 NE 5th Ave City: Miami Shores County: Miami Dade Zip: I 3 11-3206-017-1200 X Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: 1 FFE: OWNER:Name(Fee Simple Titleholder):Joseph Piperato Phone#: 3 0 5 �° 1 C1 9� Address: 10025 NE 5th Ave City: Miami Shores State: FI Zip: 33138 Tenant/Lessee Name: Phone#: Email: Four BLR Doors Corp 305-776-2443 CONTRACTOR:Company Name: Phone#: Address: 5743 NW 159th St City: Miami Lakes State: FL Zip: 33041 Qualifier Name: Stanley Sumner Phone#: 305-776-2443 State Certification or Registration M CGC 1523069 Certificate of Competency#: DESIGNER:Architect/Engineer: NA Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Q Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New Q Repair/Replace ❑ Demolition Description of Work: Remove and replace 6 doors - 3 windows to Impact resistant. Specify color of color thru tile: �rq Submittal Fee$��'oo Permit Fee$ « ® ' C CCF$ l CO/CC$ Scanning Fee$ I Radon Fee$ DBPR$ Notary$ Technology Fee$ e �® Training/Education Fee$ ® Double Fee$ Structural Reviews$ ® Bond$ �?1 TOTAL FEE NOW DUE 5 t • _a® ♦ a ► Bonding Company's Name(if applicable) Bonding Company's Address r City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender'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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,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 reinsp ion will be charged. Signature Signature OWNER or CONTRACTOR The foregoi instrument was acknowledged before me this The foregoing instru e t was acknowledged before me this day of f 20J by2 day o 20 by dt h is personally known to wl�io is person v me or who has produ ed as me or who his produced as identification and who diAan identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: A � Sign: Print: rJ ','eta�e (� Print: AY b MARIA AR IETA ,P •• Seal: ®� Seal: r '� MY COMMISSION#FF 184276 t MY COMMISSION FF 184276 • EXPIRES:D�ember 17,2018 -Ilk EXPIRES:December 17,2018 �4 °! Bonded TAro Budget Notary Satyr Joocti° Baled Thru Beget Notary Serricea rFpF Ftio� APPROVED BY Plans Examiner Zoning Structural Review Clerk Miami Shores Village e r� #t1- amores g 10050 N.E.2nd Avenue NE all" � {> n( 1�iitltf , •"• Miami Shores,FL 3313&0000 ` Phone: (305)795-2204 af; Steffi: a tonne' „ , Expiration: 11/05/201 Project Address Parcel Number Applicant 10025 NE 5 Avenue 1132060171200 JOSEPH PIPERATO Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JOSEPH PIPERATO 10025 NE 5 Avenue MIAMI SHORES FL 33138- 10025 NE 5 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 21,000.00 Valuation: FOUR BLR DOORS CORP (305)776-2443 Total Sq Feet: 0 Type of Work:REMOVE AND REPLACE 6 DOORS AND 3 WI Available Inspections: No of Openings:9 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:6 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.60 Invoice# WS-4-16-59551 DBPR Fee $2.85 DCA Fee $2.85 04/27/2016 Check#:1139 $50.00 $197.30 Education Surcharge $4,20 05/12/2016 Check#:1209 $ 197.30 $0.00 Permit Fee $190.00 Scanning Fee $18.00 Technology Fee $16.80 Total: $247.30 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 AFFI VIT: I certify that all the foregoing information is c rate and that all work will be done in compliance with all applicable laws regulating construction d oning. Futhermore,I authorize the above-name t ctor to do the work stated. May 12,2016 A thorized Signature:Owner / Applicant / tactor / Agent ate Building Department Copy May 12,2016 1 z Parcel Owner Report Parcel Number: 1132060171200 10025 NE 5 Avenue Miami Shores FL Tax ID: 1132060171200 Owner Information JOSEPH PIPERATO Current Owner: Yes Phone: ROBERT FARR Current Owner: No Phone: Related Permits Permit Number Application Date Expiration Date Status Electrical- Residential EL-5-13-916 05/01/2013 01/01/2999 CLOSED Fence/Wall FWA 1-08-2016 11/18/2008 01/01/2999 CLOSED Imported Permit BP2004-211 02/17/2004 01/01/2999 CLOSED _Imported Permit BP2002-1196 07/03/2002 12/30/2002 EXPIRED Imported Permit BP2004-1104 08/13/2004 01/01/2999 CLOSED Imported Permit PL2005-195 06/17/2005 01/01/2999 CLOSED Mechanical- Residential MC-9-13-1991 09/03/2013 01/01/2999 CLOSED Re-Occupancy REOC-4-13-730 04/10/2013 01/01/2999 CLOSED Related Code Cases Case Number Case Status Case Date Compliance Date Ordinance Violation CASE-9-09-6303 Case Closed 09/23/2009 10/26/2009 Ordinance Violation CASE-8-10-7598 Case Closed 08/17/2010 12/6/2010 Ordinance Violation CASE-4-15-13909Case Closed 04/09/2015 5/13/2015 Ordinance Violation CASE-4-15-13910Case Closed 04/09/2015 5/13/201 N,.► Cr" IZ" crus l to —1121 ? Wednesday,April 27, 2016 Page 1 of 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E.2nd Avenue-Miami Shores,Florida 33138.305-795-2204 Date C b Address 1 d 42.5" /UE S A'V k� Tax Folio Legal Description 5f c 4 A MD PB IEW LO TS $+9 Historically Designated: Yes No t3LI< 1i5 LOT 512EVPCf467 oP- 16-991- 09l�-Oyet3 / Owner/Lessee/Tenet RoB qer X0 A IV S FApR Master Permit# b?•oCJp� r)a Owner's Address 10 0 Z Phone 1-3 D 5) 75 ` 4 330 Contracting Co. it 0 Address Qualifier SS# Phone State# Municipal# Competency# Ins.Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION.RE-INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): • BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: Square Ft. Estimated Cost(value).4 ► 000 WARNING TO OWNER:YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY(IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above,and on the attached addendum(if applicable).I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction.I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is.accurate and that all work will be done in compliance with all applicable laws regulating constru an z 'ng.Furthermore,I authorize the above named contractor to do the work stated. Q 7reA,Alwner and/o Condo President ate S'(n re of Con actor or wner Builder Date 1 Notary as to wner and/or on o s nt at Notary as to Contractor or Owner Builder Date My Commission Expires My Commission Expires NOTARY PUBLIC-STATE OF FLORIDA CI IR NOTARY PUBLIC-STATE OF FLORIDA p IGANDIA ROBERTA H GANDIA ROBERTA H CCDM R J) ,6 COMlMISSION s CCaseoso EXPES"813003 EXfi*ES 8113a= BONDED THRU ASA 1-a morrARYt FEES:PERMIT RADON C.C.F s' T ASA 1- TNr1 BOND APPROVED: TOTAL DUE Zoning Building , � 7 Electrical Mechanical Plumbing Structural Engineer Ali xWpiv/'a-� N M SINGLE HUNG 37'x 50 ST +40.10 PSF FRENCH DOOR -43.40 PSF 33x 80' N.OA#111-1013.14 -43.40 PSF+40.10 PSF FRENCH DOOR HORZ ROLLER MODIFlED OPENING SLIDING GLASS DOOR c 27°x 80° 58°x 40" 111°x 83.5" ;--. 8 N.OA4A15-052824 +40.10 PSF +40.10 PSF +40.10 PSF 43.40 PSF .43.40 PSF FRENCH DOOR SINGLE HUNG -53.60 PSF N.OAA 15.052824 N.OA#15-0519.09 33'x 80" 37°x 5050 ` % N.OA1A 15-0913.15 +40.10 PSF SLIDING GLASS DOOR +40.10 PSF = SH SH 6 5 -43.40 PSF 188.625°x V 143.40 PSF IQ IQ Fil Egress FTl ' N.OAM 15-0528.24 +40.10 PSF N.OA#111-1013.14 N:A 151 105.01 Egress %4'l N.oA1515.10P1315 Essli, EgressIgIIALUM MUWON BEDROOM BATH ?' N.OAM 14-1105.01 Egress KI EN MASTER BE®ROOM• ..' ...••• .. . . ...• • FAMILY ROOM "" • 0 000 eG I • • I • ' A ENTRY Doo2 co m C 4 L-ib.I O NF `t 3 k Q SI- C c WA IS c?(oI I US c W 0 N= $ .. A J * � M r Y MODIFIED OPENINGz E 0 � g w EXISTING WINDOW F H11Ar!! EXISTING REAR SIDE ELEVATION PROPOSED REAR SIDE ELEVATION .... ...... .... ...... see • • • 8" x 8" existing •••• •• ••.• concrete linte EXIST. •••• •• • ••• CBSW L ...... ... . ... .. .. .. . .... EXIST. •••••• •� :Roo** T-BEAM ;..... •• . .... • L Td oo ONC SLAB. m 1#5 VERTICAL REIN. �r W/6" EMBD. ON BOTH ENDS. (TYP.) o W O �Z N DETAIL A OPENING # 3 WINDOW afo v NTS DETAIL ., Al FLORIDA BUILDING CODE 2014-ASCE/SEI 7-10-WIND LOAD TABLES-170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY- EXPOSURE C 170 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4$X51.3 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42. 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44. 58.9 48.2 52.3 64.6 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 47. 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49. 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51. 69.0 56.6 61.3 j 75.7 51-60 46.3 50.2 61.8 50.6 54.9 67.8 51-60 53.4 1 57.8 1 71.2 58.4 63.3 r 78.2 LOCATION BROWARD COUNTY, PALM BEACH AND OTHER LOCATION BROWARD COUNTY, PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE COUNTIES WIND PRESSURES IN PSF WIND PRESSURES IN PSF 175 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 36.7 39.7 48.9 40.1,+ 43.4 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 39.0 42.2 51.9 42.6 57.0 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 47.2 51.2 63.0 51.6 56.0 69.1 L410 54.9 59.4 73.1 60.0 65.0 80.2 51-60 49.1 53.2 654 53.6 58.2 71.8 056.6 61.3 75.5 61.9 67.1 82.9 LOCATION MIAMI-DADS COUNTY ION MIAMI-DADE COUNTY EXAMPLE LE GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE W INDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION 0 REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numeraa closely spaced obstruction having the size of single family dwellings.For building<=30ft exposure B prevails in the upwind direction for a distance greater than 1500 R For building>3011 exposure B prevails in the upwind direction for a distance greater than 2600 It or 20 times the building height,wichever is greater.Based on the FBG HVHZ,use Exposure C when building Is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than NY,open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 It or 20 times the building height whichever is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) 10-DIRECTIONALITY FACTOR Kd-.85(Wind Directonality Factor) 11-TRIBUTARY AREA:10 SQF 12-EDGE STRIP(a):The smaller of 10%of the least hodwItal dimension or 409%of the Mean roof height,but not less than the larg of 4%of the least horizontal dimension or 3 ft. •• ••• • • • • • •• 64 0 0* 0 0 0 0 0 0 0 0 Ric soon •• ••t N16 C 6J9C• •• T ErgW*9rftV swv1m-CA 8116 F • ••• 1791 BI•unb Reed-unit 907 • i 24 a i i i Pompa$p BaV&-FloDW3069: Z4 r� sn (h) �� •• • ?el:47554)307-1319 Pax.•(794)205-6846 MEAN ROOF • •♦ • • • • \HEIGHT 15' •• • E-rmlk&ngoA_)AOL.cona • Ile s a V- L' .0011, a<=BW x0.1 ora<=h x 0.4 PEDRO DE FIGUEIREDO BW Iess or e4U$M BL i i i 0:* i i PE 52609 a must not be%ss Mn • ••• • • • NOT VALID W/OUT SEAL. a=3 feet or x=404 • • • • • • • ••• • • • ••• • • 12/30/2015 MIAMt•DADE MIAMI--DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Streets Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) Mian,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade 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 AIT may immediately revoke, modify, or suspend the use of sucproduct 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 ,ann est with the Florida Building Code, including the High Vel Hurricane Zone. DESCRIPTION: Sen "FD-101"Aluminum French Doors w/wo Sidelites—L APPROVAL DOCUMENT:Draw , ' um. French Door&Sidelites,Impact",sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 05/29215 re ed by PGT Industries, signed and sealed by Anthony Lynn Miller,P. E., jams— ode County Pr uct stamp with the Notice of Acceptance number and Exp' ondate by the Miami—Dade CountPduct Control S!!%n MISSILE IMPACT RA •Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1,r%uire full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO. The lower design pressure from X,XX door or O(sidelite)shall control. 2. All laminated glazing options(glass types,A,B, C,D&E)must have 3116 US glass at interior side. 3. Y4"Elco Ultracon(former Tapeon)to be 4"OC into Cone.and 6"into CMU(jambs). 4. Unlisted missing items#68, 69,75-89 and 100-102 in Bill of Material are not part of approvals 5. Applicable Egress requirement to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be diose 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 advc!!sing 14c6tdre.•If 4n3:p9Mon of the NOA is displayed,then it shall be done in its entirety. . .. . . . . ... . :ar INSPECTION:A copy of this entire NCA shlalrbe ptovitledoto'the4user 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#12-0516.02,0 e4mists of•.this jage i and evidence pages E-1,as well as approval document mentioned above. ••• • .• .. . . . . . . . . The submitted documentation was reviaed By Ish&qJ.GHands,j'.1:.• ... . . . . ... . . NOA No. 15-0528.24 M�AME :.: (Approval ion Date: Octolaer 18,2017 • ' ' Date: July 23,2015 . •• •• . . . •• •• !,��. +, ... . . ... . . Page 1 1 al PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Dmv4ng No. 11005-i Rev E,titled"Alum. French Door&Sidelites,Impact",sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 05/29215,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS(Submitted under files#12-0516.02/#11-1013,22) 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked-up drawings and installation diagram of fired sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory,Inc., Test Reports No(s)FTI, 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson,P.E. 2) Test report 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 Aluminum outswing doors w/sideiites,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No FTI-5212, dated 35/05/2007, signed and sealed by Carlos S.Rionda,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214(5x`Edition), prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02, 04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (REEL). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their "DuPont Butacite§PVB Intterlayer", expiring on 12/11/2016. 2. Notice of Acceptance No. I1-0325.05 issued to Solutia Inc. for their"Saflex(clear& color) interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5x'edition)and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the abRve rt fer0nced lest Ieport. G. OTHER •• ••• • 1. This NOA revises NOX#f2 b5X04Z, dpNitg 10/18/17. 2. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon,P.E. •• Isbaq I.Chanda,P.E. •• ••• 000 . • Product Control Examiner NOA No.15-0516.02 ••• • ••• Expiration Date: October 18,2017 • • • • Approval Date: July 23,2015 • •• •• jLi �1 . .. .• NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) •' krvum 1rl 4ZINGOPTIONS: =lo•') A.WLMI NOM.(.402-)CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM YrMRxI�•er��°� US(1)LITE OF 3116"HEAT STRENGTHENED GLASS. B.318"LAMI NOM.4402")CONSISTING OF(1)LITE OF 1/9"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE aN MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. C.7/16"LAMI NOM.(. CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. .D. 116'LAMI NOM.(.465')CONSISTING OF(1)LITE OF,W116'HEAT STRENGTHENED GLASS PLUS AN.090 PW INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE cN W MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. ENr dfNOA DRAWING MAP S2 E.13/16'LAMI IG NOM.(.840')CONSISTING OF(1)LITE OF 3116'TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB U INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. TOPIC SHEET O a 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. 0) g A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 It ©B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. GLAZICONFNG S...........1 3.CONFIGURATIONS:X O,XX,XO,OX,XXO,OXX,O�AND OXXO. GLAZING DETAILS.,.........1 '� N 4.ANCHORAGE:THE i3 1/3% INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 U SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.... ............ 3 p0 J REQUIREMENTS SEE SHEETS B THROUGH 10. VERT.SECTIONSS.............4 T J W o HORIZ.SECTIONS........... 5 a p 5.SHUTTERS ARE NOT REQUIRED, PARTS LIST...................... 8 • 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. • • t J LL EXTRUSIONS .......... 8,7 7.REFERENCES: • • • p • rz— %IT TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON NOAS:;ANSUAF&PA NOS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE......i..........l8-10 • DESIGN MANUAL. •TVA S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY •••••• • •'h Z •HURRICANE ZONE(HVHZ). GLASS ABBREVIA?I61"•• W<9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALEDA.THE LOWER DESIG 1.OR 2.PREVAILS. HS.=HEATSTRENGTHENED i IL 0 0Z B.FULLLE FORCEMENT(ITEM22SH SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP,=TEMPERED •••• • Z TABLE1.,S .REFER TO TABLE 2,SHT.2 FOR D00 SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. •••••• •}Ng 93 93 91 .. .I w3090 I v- • • �j ir3 exS BITE 1/2"GLASS BITE 74 112'GLASS BITE teidEXTERIOR EXTERIOR EXTERN q1 �a a 94 94 19.: 118'AN.OR 3/16'AN.OR I 1/4"AIRSPACE 3/16"HS. 'GLASS 3/18"HS. 'C' S _3/16'HS. GLA33 3/16"TP.GLASS �+++ +r+ri 090 PVB INTERLAYER GLASS PVB INTERLAYER GLASS (DUPONT BUTACITE OR UPONT BUTACI OR 1/8"H3.GLASS F .� SAFLEX/KEEPSAFE SAFLEXIKEEPSAFE .090 PVB INTERLAYER N MAXIMUM) MAXIMUM) (DUPONTBUTACITE) J:' .e_,. 6•. 'y%a 3/8"NOM.j — _7/16"NOM. 1GL�ANSS _ z c1 4-� GLASS STACK GLASS STACK o:Z'j STACK y. z ;&&:--Z a 3/8"LAMI NOM. 7/16"LAMI NOM_. 13/16" LAMI IG NOM. 20' •. MOTE 1 .�ti••..........• G G OPTION A OR B, 1 GLAZING OPTION C OR D,NOTE 1 GLAZING OPTION E, 1 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) i �A-090 REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS B "HS ■ „n DOORS WITHGLASS TYPES A B C,D OR E C.7118"LAMI(3118"A_090 PVB,3118"HS) HEIGHT D.7/18°LAMI(3/10"HS,.090 PVB,3/10"HS) XX WIDT '6'-79 314" °-83 314" 1 87 314" 1 91 314" 80-953/4' E.13118"LAMI IG(3118"TP,1/4"AIRSPACE,1/8"HS..090 PVB,3/18"HS) 3° 37 1i2 71 3/4' +75.0 -75.0 75.0 -75.0 +75.0 -7a0 +75-01-75-0 +75.0 -75.0 2•COMBINEOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. 3f N1+75.01-75.01 W MAX.OX/X IDTH -73112° V O WIDTH INGLE SIDE LITES WITH GLASS TYPE A MAX.oxo WIDTH=1091x2" aa 27 314" +75.0 -75.0t+75.0 -75.01+75.01-75.01+76.01:75A+75.01-75.0 MAX.XXO/OXX WIDTH=107 314" O MAX.OXXO WIDTH=143 314° �� 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.41+67,61-67,61+64.21-64.2 3.SINGLE DOORS 33 618"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" 38 314" +75.0 -75.0 +74.9 -74.91+70A -70.41+66.61-68.8 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 0 WDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 36 " +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. co 0 3/4 N LL O TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: s s • • s s00 •••• ' APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX EX .A FROM TABLE 1&OXXO :yU W 03, N . L7 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) oxo WITH GLASS TYPE A ••• •• • • • REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES GLASS TYPES A B,C,D OR E DESIGN PRESSURE=+87.6/-07.0 PSFs s s s•s U W • •sssss i a W Z HEIGHT EX.5 FROM TABLE 1. ••s s • sa co OXXO WITH GLASS TYPE A • r X WIDTH XX WIDTH 68-79314!' 7°-833/4" 873/4" 1 913/4" 6D_953/4' 08"WIDE x 80"HIGH DOUBLE DOOR WITH 30112"SIDE LITES •• •• • s s} L►s �s 2° 25 101 4° 473/4- +58.6 -58.6 +55.4 -55.41+52A -52.4 +49.81-49.8 +47.4 47A DESIGN PRESSURE=+70.4/-70.4 PSF s• s s � �� d 27112" 51 314" +54.9 -54.9 +51.8 -51.81+49.0 -49.0 +46.5146.5 +44.3 -44.3 ••s••• EX.C FROM TABLE 2. • • • � W p OXO WITH GLASS TYPE C • • 29112" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46,1 +43-81-43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES • •• • i s s s s 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.0 -43.8 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE_+43.0/-43.0 PSF •• s •• 28 331/2" 54 633/4' +43.11-43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 Ex.D FROM TABLE 2. s • "" oxxo WITH Glass TYPE c 35 lZi 67 314" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35,6 -35.6 03 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 20"SIDE LITES 39 371/2" 6° 713/4" +34.0 -34,01+34-01-34-01+34.0 -34.0 +34.0 -34.0 +34.01-34.0 DESIGN PRESSURE=+43,1/-i3.1PSF aR� g O WIDTH GLASS TYPES A B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH o REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 314" +75.01-75.0 +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT DETAIL. 123/4" +75.01-75.0 +75.0 -75,01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -81.9 +59.0 -59.0 SIDE LITE 21 314" +64.5 -64.5 +81.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 ;R.- o Q 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.71-44.71+42.81-42.6 J:J C Ia 36118" +35.2 -35.2 +35.2 -35.2 +35.2 -35.21+35,21-35.21+34.41-34.4 36 314" 1+34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.a 36 {�— —731/2"MAX. MAX" 36 3W NMAX. E3+��MAX." MAX." SEE NOTE �+—MAX"- ns �`! I` ewh.d".oaae �/ 17 49 49 41 49 2 N w MAX. 95 r 10 LXXAC .. E[ JE EE E� uF0 0 X 0 0 0 = ❑ F- 1t. SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4-� SEE NOTE 4 W j(O OX OR XO OXO OXXO 41 0 g �j z 71 3/4"MAX.--- 36 31,r ❑ MAX. 37112" 24 9118"MAX. 33 5!S"MAX. U W cn U �A MAX—, A—, DLO(TVP) B DLO(TVP•) G z Vi • n H IL o 95 3fC 49 rc 49 41 G 64 LL HT. ...... • • w W 10 TYP. 953/47 • /� MAX 000.0• • WWWW 0 84 SW L / / (TVP.) 0 0 0 0 • 0 Oto•• MAX 843/8" 0000•• i • •• ��+ ri. TYP. /\ DLO84 MAX. ••:••: • 00 00 i�(� DLO (TYP.) DOOR •• •• • g 40" DLO HEIGHT -HEIGHT-1131W i••i•i g DLO WIDTH'X' =DOOR WIDTH-1215/18" • • • • • Q 2!:i• (TVP.)p� �D �+, �C F r F DLO WIDTH WC=DOOR WIDTH/2-115/16" • • X X I_XINACTSIDE LITE • • • 000000AC . •• • ••• �iNtt • r DLO HEIGHT-HEIGHT-11 318" #b • • �� Ll�J�'�,� A B DLO WIDTH =WIDTH-31/8" • Nw,r X XX 41 O NOTES: 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. m ~ o d I CIO) 3.SIDE LITE$OVERLAP W AND 70('DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX,'0X0")0(0','OXX'AND'OXXO'CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). 5.CLEAR OPENING FOR'X AND XX DOORS AS FOLLOWS: ('X'DOORS=WIDTH-6.648) ('XX DOOR=DOOR WIDTHM-4.079) �� 1y••......• p xwra►t�+ 3 - :� zy 40 EXTERIOR INTERIOR de 04 l 10 1 2 I 60 I �w i � 64 AT HEADJJAMB U o 37 60 a 65 AT SILUJAMS p CLEAR-CgOLE ORED W o EXTERIOR INTERIOR N � O ® 63 m u ds N as o w � � 0 Z oMAX. 0 Lu Qz U MAX. MAX MAX. SIDE62 Z fn z DLO DOOR DLO LITE O HEIGHT HEIGHT LL •••' i N 9w, ID 6 • uv L Pig• SL VIEW G-G •••••• • c u p 0 30 61 CORNER ASSEMBLYFr ' �"• 0 see* •.`�. Ni� 40 4Z;z'N % �rW^ a0� � 13 DOOR SECT.A-A SL SECT.B-B y VERTICAL VERTICAL °y� ....... 4 49 °uie►s°n.w �-+ MAX 'xx'WIDTH— ��m % 00 • . Y 04 W •• ••• •:•••: • • . 0 Q • • •• MAX MAX. *:**so •• �'DLo'� 'XX'SECT.C-C DLo 31 'It w $o 000:90 �5 36• •�' 44 HORIZ. 46 45 5 r 32 • •• .... 20 D p o •••••• P • LL MAX.'X'WIDTH u1 • z O •6 •� • •••••• to w O •• • W N z Z • INTERIOR U W J Z ZN H W • } O U O MAX � N � DLO 'X'SECT. D-D N t3 46 21 EXTERIOR 5 HORIZ. SPACING SAME ASn + • 67 JAMB ANCHOR SPACING a MAX.SL WIDTH —�I (SEE SHEETS 7,8 AND®) MAX.SL WIDTH I �XLL fig' 62 5d 0 U I 66 �MAX.� DLO E TABLES 1 AND 2 AND DLO 22 NOTES ON SHEETS 7&2 66 62 62 7 ' FOBE RAPPLICABILIfY SL SECT.E-E SL SECT.F-Fo HORIZ. (DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE) %tip, ...... d e ITE1N DWO# PGT# DESCRIPTION ITEM DWO# POT# DESCRIPTION 1 9438 80411 FRAME HEAD 60 920D 89200 SIDELITE HEADER #tauucrlovo tc+M• 2 1010 6Q300 WSTP.,Q-LON.190 X.376 HIGH 81 921D 8921 SIDELITE SILL ' .m 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 62 9168 80381 SIDELITE JAMB M• '• 4 955 79M FLUSHBOLTSTRIKEPLATE 83 1166 781PQA #8X1.000QUAD PN.SMS aspboass 5 938 7938X 2 PT.LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS(STOCKING#70988) ` 8 956 7958A FRAME HE KEPLATE BACKING PLATE 85 999 7999 SILL GASKETS(STOCKING#70999) 7 7832X12FPXP #8-32 X.600 PH.FL MS-S.S.W/SILICONE PATCH 66 934A161641M_ SIDELITE JAMB ADAPTER 8 995 7D995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 998 0996 GASKET(BETWEEN HEAD&FRAM .MB) TO 71 SETTIING BLOCK,3132'X 1/4"X 1'W/PSA, +/-5 DURO, S2 cV W 10 952A 18 FILLER HEAD ADAPTER 71 71287t<^ SETTING BLOCK,1/16"X 1/2'X 1'W/PSA, /5 URO. 'r 11 11000 611000M OUTSWING THRESHOLD 72 4222A 84222 BEAD,7/18° 9 ~ 12 1670 671670 WSTP,.350 RD FOA FILL T-SLOT cSBURY#32011 73 988 6986 BEAD,318' O $ a 13 llW4A 611004M OUTSWING THRESHOLD CHANNEL COVER 74 40878 64067 BEAD,13118'IG 2 '6 14 11001A 411001A ACETAL SPACER.086(INHOUSE INJECTION MOLDED) 90 ODURAK14 1/4"DURASEAL IG SPACER 16 11002A 411002A ACETAL SPACER.085 INHOUSE INJECTION MOLDED) 91 6TP248 BULB,THIN SED IN EXTRUDED BEAD , o 16 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED 92 988 64986 BEAD,INTERIOR 20 916D 60380 FRAME JAMB(OUTSWING) 93 1224 8TP247 BULB,THICK(USED IN EXTRUDED BEAD),65+/-1 DURO. J 21 1010 60300 WSTP.,Q-LON.190 .375 HIGH 94 GLA23NO SILICONE,DOW 899 OR 983 p 22 8608 66608M REINFORCEMENT,1.000 X 2.750 X 0.650,6081-T5 95 GLASS,3/8'LAMI-1/8'A,.90 PVB,3/1W HSrn LL 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 98 GLASS,3/8'LAMI-1/8 HS,.90 PVB,3118'HS 06 Q 24 1048 71048 JAMB SCREW COVER CAP 97 GLASS,7118"LAMI-3118"A..90 PVB,3/16'HS W cc 26 930 41721N STRIKE PLATE INSERT 98 GLASS,7/18'LAMI-3116 HS,.90 PVB,311W HS pp 26 1118 71OX34PFA #10 X.750 PH.FL SMS 99 GLASS,13/1("LAMI IG-311W TP,1/4'AIRSPACE,1/8'HS,.90 PVB,3/18"HS 0 00 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 1103 OFF-THE SHELF IDEAD BOLT LOCK 30 910D 6910 DOOR PANEL,TOP&BOTTOM RAIL = 31 911E 6911 OR PANEL,SIDE RAIL Q= F W 32 917 7FRMO HINGE EXTRUSION j • co cn 33 1178 710WFP WB 010 X.625 PH.FL SMS i 34 913A 60378M TRUSS CLAMP 3H0 i ••• •Q •� O 35 1130 6TRODA 6/1648 THREADED ROD •065 .11„—� •• • 36 990 7990NUTA 6116-18 FLANGED HEX NUT •••••• • `f• 37 914A 60379M WEATHERSTRIP CHANNEL OUTSWING THRESHOLD ••• •• W 0_ 38 7834FPT #8 X.76 PH.FL.TEK bto w•,4 3 CHANNEL COVER 39 997 70997 GASKET BETWEEN PANEL HEAD/SILL&PANEL STILES) 681`y 7i 8063-78 •••••• i • • n a 40 1023 67924G WSTP.,.187 X.250 HIGH,FINSEAL you lei 41 928 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) •••••• • • • '� 42 1145 70X12FPAW #6 X.600 PH FL SMS TYPE BDS •••••• • 43 11212 7P30GG SILL DUST PLUG INACTNE PNL) a 44 983B 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) •• •i 45 9848 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) 2.750 • • • •• • 46 1213 6Q200K WSTP.,Q-LON.190 X.200 HIGH • • • • • • • 47 928 74Ul3LOK LOCK SUPPORT ASSY.(41707&41708) •• • ••• • 000 48 1139 7634F #6 X.750 PH.FL.SMS 1' • ••`�1��a �' ,�� 49 982 FD2PTAY 2 PT.LOCK ASSY. ..... ...... 50 OR18OFS RUBBER SLEEVE •65012b ``�` viul 61 930 41721 STRIKE PL INSERT(INACTIVE PANEL) T.52 931 7FR PX DFJ1080LT STRIKE PLATE 22 TUBE MULL z;'� ` ',i° .7 53 11184710)34PFA 10)04PFA 10 X.750 PH FL SMS 8083-T5 p � 0,O 54 9570957X HANDL.E'STRIKE PLATE y. z :`coa 55 1118 #10 X.750 PH FL SMS :goy•., �� L� 'd 1.750 1.760 1.760 rw �IrM° 1.750{1I {I-+ 050 1.820 f*mhq C OS'Z 2v I I 1.480-x{ -- I I 250- - 4.726 4J26 37 STRIP CHANNEL WEATHER 4.8261 4.728 2 082 3.000 .080 8083-TB W 4.000 4.100 �2 4.100 .082 4.676 " i co --0.376 � U 4.675 4.100 L L6 go 20 OB FRAME. 2.128 .125 o J 8083-T8 DOOR PANEL DOOR PANEL $� TOP 8 BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL .- 8083-T6 8083 T5 44 INTERIOR ASTRAGAL 4�j EXTERIOR ASTRAGAL O HINGE = to u. 1500 6063-T5 8083-T6 1.b76 32 8083-T6 W 06 10 '{ ti 3.855 I+ 1251 I---.525 -� .890 (9 3.111 1 1.558 J F- 750883 .050 .883 _ Z II.5�50 V 11.400OSO�iI ObO jF-.172 Z Z Z jIt .050 O W U) 0 U 1 TRUSS CLAMP 31W GLAZING BEAD 7118"GLAZING BEAD 3 0Q0 .883 • 1 O FILLER HEAD ADAPTER 6063-T5 73 8063-T5 72 8083-T6 • •• •y _ • � o 8083-T8 I pOf 6 i tV •••••• • • LL 3.000 Q 1.092 IG GLAANi%ElEAD W I A79 SL JAMB 74 6063-160•• • •••••i S2 8083 T8 • • • • �g h •• • • • 1.272 1,479 ••.••••: • • : •• � � .830 .050 5.459 .075 5.212 ...... o*o FRAME HEAD 6.085 i • i • ••$AiA 1 8083-T8 .075 • • i • •• • • 4.580 L 2.980 • • 0��Utttrrrr1, x.079 1.489 7� I 050- 489 13.100 3.000-+I SLJAMB OUTSWING THRESHOLD SL HEADER SL SILL 6S ADAPTER UJ r 11 8083-T8 6N3-T8 60 6003-T8 $1 8063-78 HEAD HEAD ZONE"C°—1 f—ZONE"D'�ZONE'' HEAD �y {� HEAD HEAD Neo=lwvow �ZONE'E' Y 1 ZONE D'�ZONE'El — +•eswpyhs wM�e ilwMa BNIincodt �ag0uot Na Ey4aA�DW �•r7. x=MINIMUM JAMS ANCHOR �r+�*x LOCATION. Z X z.- Z XX z O XO OR OX p _ p _ -=ADDITIONAL JAMB Lu N N� N IV " N N ANCHOR LOCATION, m m m m EQUALLY SPACED AS 3 U a REQUIRED PER TABLES O d 3-7 ON SHEET 9. 0 Lu �ZONESILLC'~ �ZONE'DBILL "�ZONEs'LL'D"� ZONE"E"BILL �ZONE-D' 1 ZONE E'y Z (n LL SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.a SEE TABLE 8.,SHT.9 Z O 06 O HEAD HEAD H£n0 HEAD HEAD HEADHEAD HEAD HEAD HEAD EXAMPLE Z 8 Q W °D ZONE ZONE°F" ZONE ZONE"D" ZONE"F" ZONE ZONE ZONE"F° ZONE'F" ZONE g U N ^E" rt �° _ '£^ I� 'E° fi E ANCHORAGE SOLUTION w 00 FOR A CONCRETE w U z OXX_O INSTALLATION * o z A.19"x 83 3!4"SIDE MITES"D"AND ••D s� sw "E'ZONE ANCHOR%FROM • N U Lu w TABLE 7,SHEET 9. • cV N OXO N N XXO OR OXX ry OXXOU$, ••+ •• •q Lu 7 m �p •••••• m m mm� m •�+•••• 4� B.713/4'x O 3/4'� NE • • • gz� w "F"ANCHORSFR R4TiP$ 4, • SHEET 9,EACH""ZONE�• • • • re SEE ENCIRCLED VAYUESISHEET 8 i romi, 4 SOLUTION. •••:•: o TOTALS(4)TYPE 1 OR 2 ANOPIORS 0 • •• sg&#•S+ SILL I SILLSILL SILLSILL II SILL ILL I ILL SILL EACH JAMS AND 2+1&+5+2=(14) • • as— �ZONE{—ZONE'F'4ZONE �ZONE'D°�ZONE'F'�ZONE i ZONE } —ZONE F"ZONE"F^SILL �ZONE� TYPE 1 OR 2 ANCHORV HNAD me** • • 'E' 'E' E 'E' E AND AT SILL. SEE TABLE 7.,SHT.9 SEE TABLE 7.,SHT.9 SEE TABLE 7 SHT.9 • • 3� EXAMPLE OF ANCHORAGE FOR A 71 314"x 83 3/4"'XX'DOOR •=ANCHOR LOCATION FOR •��`� ��j1��., WITH 79"x 833/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE \�v� ,.•" •,�j� a NOTES: 1.APPROVED ANCHOR TYPES ARE: 1.1!4"ELCO TAPCONS 3 1!4"ELCO M CRETE-FLEX MASONRY ANCHORS 3.N12 SCREWS z:z � ic•<C Q 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,8"MIN.O.C.FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. v,a. : d JAMBS(ALL):131/4'MAX.FROM CORNERS AND 231!8'MAX.O.C. 2`•,? � O� HEAD&SILL OF DOORS:8"MAX.FROM CORNERS,9"MAX FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. HEAD&SILL OF SIDE LITES:5"MAX.FROM CORNERS AND 24 3/4"MAX.O.C. '.�2y........... 1� 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. i��/�t P`-,"0 TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 5.0 SIDE LITE TABLE 6.XO&OX TABLE 7.OXO.XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO& X) OXXO 816=h1vu" 1.1/4'ELCO TAPCONS reser t• A.1u1 Ib GLASS TYPES A, ,C,D,E GLASS TYPES A,8,Q D,E GLASS TYPES A.S,C.D.E DU1SS TYPES A,8,Q D,E GLASS TYPES A,9,C.D,E �' ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1i4"EL RETE-FLEX g Na &Sl18STRATE 2,3, 12 CONC &SUBSTRATE 2,3 WOOD 12.CONC &SUBSTRATE 2.3 WOOD 1,2,CONG 8 SUBSTRATE 23,WOOD 1,2 CONC &SUBSTRATE 2.3.WOOD 1,2 CONC MASONRY ANCHORS 8� .. DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTFm LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES Boom OW 3.012 SCREWS(C3b) TO-25.50 `)ON-47.7 w °O'-10.7 TO 37'50 � 26 S` 4.ENCIRCLED ANCHOR TO 37. r TO 71.7 TO 38.75 TO 37. TO 37. f� �. 2LW dG n QUANTITIES{N TABLES 4 N W rIf m m y �_ . )O( 47.76; AND 7 PERTAIN TO THE W So a a TO 71.76 (° w a m � g u� EXAMPLE ANCHORAGE 0 o a 5t5 SIDE Y3 sib ax�xct SOLUTION ON SHEET S. of WIDTH x HR. x x x 3�( x x 3 WIC x HT. # 1 WIDTH x HT. O O O O WIDTH x Hi. O O x x g 0 WIDTH x Hl: O �- 25.50 x 79.7 5121 7 4 2 3 47.76 x 79.7 4 3 8 4 2 3 10.76 x 79.75 4 1 4 1 10.75 x 79.7 4 2 4 2 10.76 x 79.7 4 2 4 2 83.76 5 2 7 4 2 3 83.7 5 4 7 4 2 3 83.75 4 1 4 1 83.7 4 2 4 2 83.76 4 2 4 2 87.7 6 2 7 4 2 3 57.75 6 4 7 4 2 3 87.76 4 1 4 1 87.7 4 2 4 2 87.78 4 2 4 2 UJ 91.75 6 2 7 4 2 3 91.7 5 4 7 4 2 3 91.75 4 1 4 1 91.7 4 2 4 2 91.7 4 2 4 2 UJI 95.7 8 2 7 4 2 $ 95.75 6 4 7 4 2 3 95.7 4 1 4 1 95.76 4 2 p� 4 2 p� 96.75 4 2 �p 4 2 p P-j 0_ 27.50 x 79.7 6 2 7 4 2 3 61.76 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.76 x 79.75 4 2 g 4 2 12.75 x79.75 4 2 8 4 2 8 Q to LL 83 7 5 2 7 4 2 3 83.75 6 4 7 4 2 3 83.75 4 2 4 2 83.76 4 2 4 2 '/ $3.7 4 2 4 2 C 06 0 87.7 5 2 7 4 2 3 87.7 8 4 7 4 2 3 87.7 4 2 4 2 87.76 4 2 4 2 m 87.7 4 2 4 2 W O 81.75 8 2 7 4 2 5 91.75 5 4 7 4 2 3 91.76 4 2 4 2 91.7 4 2 F 4 2 F 91.75 4 2 4 2 70 $ to 95.7 6 2 7 4 2 5 85.7 6 4 7 4 3 B 95.76 4 2 4 2 95.7 4 2 4 2 95.7 4 2 as 4 2 g Q 29.50 x 79.75 5121 8 4 2 3 55.76 x 79.76 5 4 7 4 2 3 19.00 x79.73 4 2 4 2 19.00 x 79.7 4 3 4 2 19.00 x 79.75 4 3 O V UJ V 83.7 5 2 8 4 2 3 83.75 6 4 7 4 2 3 83.75 4 2 4 2 83.7 4 3 4 2 83.76 4 3 w 4 2 y, (�= I W 87.7 8 2 8 4 2 5 87.7 6 4 7 4 2 3 87.76 4 2 4 2 87.7 4 3 4 2 87.76 4 3 4 2 •� T. 91.7 8 2 8 4 2 6 91.7 8 4 7 4 3 8 81.7 4 2 4 2 91.78 4 3 4 2 91.75 4 3 4 2 • • •••• a• •Q 9$.7 8 2 8 4 2 5 95.7 6 4 8 4 3 5 95.7 4 2 4 2 95.70.4.3. 4 2 95.76 4 3 4 2 Q •••• i kS U Gq d 31.50 x 78.7 5 2 8 4 2 3 59.76 x 79.76 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.76 x 79.7 4 3 4 2 21.75 x 79.75 4 3 4 2 •••••• • 83.76 6 2 .8 4 2 5 83.7 5 5 8 4 2 3 83.76 4 2 4 2 83.76 4 3 4 2 83. 4 3 2 4 2 , • Uj 87.76 9 2 8 4 2 5 87.7 8 8 8 4 9 b 87.7 4 2 4 2 87.7 4 3 4 2 87.76 4 3 d 4 2 d 81.7 8 2 8 4 2 5 91.7 6 6 8 4 3 6 91.75 S 2 4 2 91.75-6 9 4 2 91,76 5 3 0 4 2 0 •••••• •• •• 95.7 7 2 10 4 2 6 95.75 6 $ 8 4 3 S 95.76 5 2 4 2 96.7 5 3 4 2 m F. 6 3 11 4 2 14 •••• 33.50 x 79.7 6 3 8 4 3 3 63.75 x 78. 5 6 8 4 2 3 27.75 x 79.7 6 2 4 2 27.76 x 79.7 6 3 4 2 27.76 x 79.7 5 3 4 2 •••••• •• • '+ 83.7 8 3 8 4 3 6 83.75 8 ra 8 4 3 6 83.76 5 2 4 2 83.7 5 3 10 4 2 $3.7 6 3 H. 4 2 4 • • • N •• •• • 87.7 8 3 8 4 3 6 87.76 8 8 4 3 $ 87.7 5 2 4 2 87.76 6 3 < 4 2 07,75-6 3 4 2 •••••• 91.757 3 10 4 3 6 91.76 8 8 4 3 5 91.7 8 2 4 2 91.78 6 3 i4 4 9 91.7 8 3 4 3 • • • 6 95.7 7 3 10 4 3 5 95.75 T 10 4 3 6 95.75 9 2 4 2 95.7 6 3 4 3 96.7 8 3 4 3 • • •• • oa• 35.60 x 79.7 8 3 8 4 3 5 67.76 x 79.75 6 6 8 A 3 5 38.13 x 78.75 6 3 4 3 38.13 x79.76 6 4 �g 4 3 ~ 38.13 x 78.76 8 4 4 3 • • 83.7 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.78 6 3 4 3 93.7 8 4 0 4 3 83.75 6 4 4 3 •••• • •••• 87.7 6 3 8 4 3 5 87.75 6 5 8 4 3 6 87.16 7 3 4 3 87.7 7 5 It 4 3 87.7 7 5 4 3 d , ••• ,^ 91.7 7 3 10 4 3 5 91.76 7 6 10 4 3 5 91.75 7 3 4 3 91.7N75 4 3 91.75 7 5 4 3 �� N �' 7 3 1 85.76 7 8 10 4 3 5 95.75 7 3 4 3 95.7 4 3 95.76 7 5 4 3 �`�.•'' 3>�i�1 a 37.80 x 79.7 3 4 3 5 .76 x 79.76 8 6 8 4 3 5 36.78 x 79.7 8 3 4 3 38.76 x79.7 8 4 4 3 < 30.78 x 78.76 n N� ' 8 3 8 83.7 8 $ 9 4 3 $ 83.75 8 3 4 3 83.76 8 4 4 3 83.76 8 4 4 3 yy Z:� w 87.7 7 3 10 4 3 5 87.76 6 5 9 4 3 9 57.75 7 3 4 3 87.75 7 6 4 3 87.75 7 6 4 3 LJ• :u �o' ~ �; a w a;O 91.7 7 3 10 4 3 6 91.76 7 8 10 4 3 8 91.7 7 3 4 3 91.75 7 5 4 3 81.78 7 S 4 3 ?'•.� z pj 95.75 7 3 10 4 3 6 95.76 7 6 10 4 3 6 85.7 7 3 4 3 95.76 7 b 4 3 95.7 7 5 4 3 %�by�'• :•�Gj`.d ..... 2X WOOD 13/4' 13/4' 2X WOOD 3.4 KSI MIN.CONC. 13/4' 13/4'MIN.E.D. BUCK NOTE 2 3.4 KSI MIN.CONC. tMIN E.Dl_�MINI E.671 BUCK NOTE 2 1 .- 1X WOOD BUCK,NOTE 2 soft)Lbpftoo I 318"TYPE I B14ma"d • I "TYPE 2 lXW 1314'TYPE 2 BUCK. -7 1 13/8"MIN. ZKP3M MIN. MAX. __A 1/4*MAX ompmwalow-Nr– SHIM /4'MAX. SHIM T WOOD EXT. SHIM SHIM ANCHOR C C. D EXT, CONC. TYPE 2 OR 3, HOR, AN ANCHOR S2 NOTE TEl TYPE 2 R3, NOTE I I IW TYPE I OR 2(CMU) N DOOR HEAD(WOOD) D OR HEAD(CO1318"TYPE 1(CONIC) 13W 1314"TYPE 2(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 1/4"MAX S MIN. 114" ► 1 1/4"TYPE i OR 2(CMU) SHIM' 1/4"MAX.SHIM 114*MAX.SHIM1 318'TYPE 1(CONC) I 31r MIN. 314*MIN.E.D. 13/4"TYPE 2(CONC) uJ WOODIltl CONC ANCHOR ANCHOR ON &F CONIC z:* NOTEi IN.E.D . STAGGERED ANCHOR 1.6 KSI MIN.CMU OR 0 LL CENTERS, ON WOOD 3A KSI MIN.CONIC. 0 TYPE li 0 ANCHOR, I 3f4'MIN.E.D. 0 Ui 2 OR 3, CENTS0 TYPE -I 3/4"MIN.E.D. NOTE NOTE 2 OR 3. 2X WOOD EXT. 1 OOD BUCK 1.5 KSI MIN.CMU 2X WOOD EXT. NOTE Iz UJ z BUCK,NOTE 2 NOTE 2 3.4 KSI MIN. BUCK,NOTE 2 1X WOOD BUCK,NOTE 2-J off. Y 0 = I SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) Lu DOOR JAMB D R JAMB(CONC) WOOD ANCHOR TYPE 2 P_ 0 OR NOTE I ANCHOR • oo 0 WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR,NOTE 1 lXWOOD • • EXT. EXT. x LL EXT. 3 000:120 -P 10 BUCK NOTE 2 0. 1/4"MAX 'MAX. 114'MAX. 1/4"MAX. 06900* oui SHIM SHIM 9 -,,SHIM PE I 31W 1314" PE 2 1 3V MIN. oo:**: A.3W TYPE 1 • -1- 314-TYPE 2 •00 •00 •0 13/4 CONC. BUCK,NOTE 2 3.4 KSI M N.CONC. _�IN.E.D.2X WOOD B 2X WOOD BUCK NOTE 2 t— 13!4° 6 DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.0, 0 SIDE LITE SILL(WOOD) SIDE LITE SILL(CONC) NOTES: 00 0 1.FOR CONCRETE INSTALLATIONS IN MIAM- COUNTY,USE MIAMI-DADE COUNTY APPROVED ELCO 1/4"TAPCONS EMBEDDED 1 3/8"MIN.(TYPE 1)OR 1/4"SS400 0 'o"Illills" CRETE-FLEX EMBEDDED 13/4'MIN.t'TYPE 2). STANCE FROM CENTER 00 ANCHOR TO CONCRETE EDGE 19 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS,G5(TYPE 3)OR ELCO 1/4'$84 CRETE-FLEX ANCHORS EMBEDDED 134'MIN.(TYPE 2). q. ... ..... 2.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2'THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 If2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). 3.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) F 0: MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 13 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. :pv, 4,. ........ „ y 1 MIAM1•DADE MIAMI-DADE COUNTY 70"k I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldaae.gavteconomv 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 NOK 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 haves 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 ll*ilding code. This product is approve Deen7m. ly with the Florida Building Code,includin agh Velocity Hurricane Zone: DESCRIPTI eries"SH-700”Aluminum Single Hung Window—L.M.I. APPROVAL DOC ung Window, Impact",sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Mille t Control Revision stamp with the Notice of Accep ber and expiration date by the Miami-Dade County Control Section. MISSIIIE IMP 4, T RATING:Large and Small Missile Impact Resistant. LABELING: Each hal! bear a permanent 1: with the manufacturer's or logo, city, state, model/series, and followings pproved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has beetled 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: Aecopyof this entire.NOA shall be provided to the user by the manufacturer or its distributors and shstjl be#yai julle fol if Lon at the job site at the request of the Building Official. This NOA reviseWd rt:ieW.NQA#:I%-lpj3.14 and consists of this page l and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. y1 The submitted documentation vas reviewed by Manuel Perez,P.E. PMWMlWW0D)AW0ECOUNTYNOA No.15-0519.08 ),5 Expiration Date: March 26,2021 • : • ( . Approval Date: July 09 2015 • : :�: : • • : Pagel • •• •• • • • •• •• ••• • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTiNuFw) 5. 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 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of analuminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.0.1) 6. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL4948 and FTL4646,dated 08/10/05,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) C. CALCULATIONS ` 1. Anchor verification calculations and structural analysis,complying with FBC-5'b Edition (2014),dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-042117 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 06,119/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray ButaciteO PVB Glass Interlayer dated 04/25/15,expiring on 12/11/16. .. ... . . . . . .. . .. . . . . ... . ' • • • Manue ere P.E. . . • . . •.. • • ' • • Product Co1Lt of Exa iner NOA No. 19.08 Expiration Date: March 26,2021 ... . ... Approval Date: July 09 2015 • . E-2 . . . • • • . . . • ••• • . • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT*D F. STATEMENTS 1. Statement letter of conformance, complying with FEC-5t1, Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,PTL4723.FTL4947, FTL4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 11/03/11 and expiring on 03/26/16. . .. . . . . ... . W"t t?z .. ... .. . . . .. ... . ... • • ' ' Manuel P.E. . . . . . ..._ . . •• • • • • • . Product COntr 1 Exa Iver •• ••. NOA No. 19.08 Expiration Date: March 26,2021 ••• 0:0 Approval Date: July 09 2015 . ... .•• • E-3 lkt . . . . . . . • . ... . . . ... . . GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS (SEE DETAILS ON SHEET 2) A.5118"LAMt CONSI�TINO OF(2)UTE8 OF 1�"ANNEALED GLASS WITH A.090'KURARAY BUTACITE AVB(AY KURARAY AMERICA,INC.) I TERLAYER(BY EASTMAN CHEMICAL COMPANY) 13 6118'LAMI CONSISTI 080'KURARAY BUTACITE•PVB(BY KURARAY AMERICA INC.)OR.080 SAFLEX INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5}18"LAMI CON819TING O�(2)UTE9 OF 1/8'HEAT STRENGTHENED GLASS WR�1 A 090'KURARAY AUTACITE PV8(BY KURARAY AMERICA INC J OR.080 SAFLEX VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/18°LAMI CONSISTING OF(2)LITES OF 3}18 ANNEALED CilASB WITH A.�'KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7118'LAM[CONSISTING OF(1)LITE OF 311W ANNEALED GLASS AND(1)LITE OF��HEAT STRENGTHENED GLASS WITH A „�, NOA DRAWING W .080"KURARAY BUTACITEIPVB(BY KURARAY AMERICA,INC.)OR.090B INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.711W LAMI CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH A.080"KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) SHEET OR.090'SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13/18"LAW IG:(1)LITE OF 1/8"TEMPS GLASS,AN AIR SPACE AND 8118"LAMI CONSISTING OF(2)LITES OF'U8"ANNEALED GLASS WITH A GLAZING DETAILS,,,•,,,,,,,•2 .080"KURARAY SUTACITEOPVB(BY KURARAY AMERICA,INC.)OR.OBD"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.....,.3 H.13MS"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 6118'LAMI CONSISTING OF(1)LITE OF V8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 118'HEAT STRENGTHENED GLASS WITH A.080°KURARAY BUTACITE'PVS(BY KURARAY AMERICA,INC.) VERT.SECTIONS.........._.6 OR.080'SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............6 1.13118'LAMI IG:(1)LITE OF 118'TEMPERGLASS,AN AIR SPACE AND 6}98"LAMI CONSI#TING OF(2)LITE$OF 1/8'HEAT STRENGTHENED GLASS PARTS LIST.......................8 WITH A.OBD'KURARAY BUTACITE®M(BY KURARAY AMERICA,INC.)OR.090'SAFLEX PVA INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13}18'LAMI IG:(1)LITE OF u8"TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A CORNER DETAIL.. ..........7 .080'KURARAY BUTACITE PVB(SY KURARAY AMERICA,INC.)OR.090'SAFLEX SVA INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13/16'LAN IG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 7110"LAM]CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3}18'HEAT STRENGTHENED GLASS WITH A,090"KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) OR.080"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L..13/18"LAMI IG:(1)LITE OF 1/S'TEMPERED GLASS,AN AIR SPACE AND 7/18'LAMI CONSISTING OF(2)LITES OF 3/1S'HEAT STRENGTHENED GLASS WITH A.000'KURARAY SUTACITEE (SY KURARAY AMERICA INC.)OR.09"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M 13/16'LAMI IG. U .000'KURARAY(SUTACITE®PVB(BY K RARA1)LITE OF lAr ANNEALED GY AMERWA INC.)OR MV SAFLEX AVB INTLASS,AN AIR SPACE AND 6M r LAMI I ANNEALEDSTING OF(2)LITES OF Vr ERLAYER(BY EASTMAN C EMICALCOMPANY) H A 0000 2.CONFIGURATIONS:"OX'(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) • • • • 0000 0000•• 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) " ' 00 000000 0.00 00.000 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. **go •• • •••••. 4.ANCHORAGE:T OT SEEN USED IN THE DES*GN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 0000 •••' ••••• PRODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. rjapf"Alleto A�IAI whhoaFl rlia• • *ego* ' •�'6. T' •7.REFERENCES:TEST REPORTS FTL-4848,FTL-4648,FTL-4647,FTL-4848,FTL-4649,FTL-4650,FTL-4881,FTL-4723,FTL 4857,FTL-4868 AND FTL 5083. mu Pn4[�1 • • • •••••• ® ANSUAF&PA NDS FOR WOOD CONSTRUCTION • • ALUMINUM DESIGN MANUAL • • • • •• • 0000 0•0000 S.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. I I I I 1 • ' ®9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH-THE REQUIREMENTS OF THE FLORIDA BUILDING CODE4NCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ} ®10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. �t; �58705 °"�° %�U�,'•• slow°P•'��C';� LAE 6/t2hs E BTHEDIT}ON 14)FITC UPDATE GENERAL NOTES dd vax DPNVE 10/07n1 D FSC UPDATE Io7N.VVewc�e,a34•e7 Sv1Ciid�Y' •• vWkPA.BQX>sae � ALUM.SINGLE HUNG WINDOW IMPACT '�;„ J.R.• o4Ait/tt C CHANGED CAP GLASS TYPE TO TEMAERED FROM . —N •� A.LYNNlU11 R,P.E. oar NOKChM FL34274 Vtttb$Better 81tf00 TS 1 s 11 e '404020 E FL P.E.S 68705 F.AC W1108 ✓.J. taw NOTE: LAMI 10 OUTBOARD LITES MAY BE 1 1 UPGRADED TO 3116"WITH NO CHANGE IN DESIGN PRESSURE. 1!Y"NOM. 1/E"NOM. 44 GLASS SITE 41 GLASS SITE aEXTERIOR INTERIOR[ (ALL SECTIONS) 37 ® , 37 "KURARAY S ACITE PVBINTERLAYER of 80,81 r 82 83,84 or 85 SAFLEX�PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 70 118"ANNEALED OR HEAT ST ENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 080 PVB INTERLAYER 080 PVB INTERLAYER 118"ANNEALED OR HEAT STRE EKED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5118'NOM. 7116'LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 1 \J •••• • • •••• •••••• 1/Y"NOM. 112"NOM. •• • •••• • GLASS SITE 48 OLA8881TE •••:•• ••i• ••••i• • • •••• 38 •••• •• • • • 38 ^ •® • • •••• ••ly-/ • ••• raoWnuC •rasvlsao • • 88,90 or 91 86,87,88 or 92 •slClOeF�� fdk 01 ••••:• im 7U 70 ' •• •• i •••• • ANNEALED OR HEAT STRENGTHENED GLASS • 118•ANNEALED OR HEAT STRENGTHENED GLASS 3/18" • •••••• 090 PVB INTERLAYER 090 PVB INTERLAYER •• • •••• • • 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS `ttt t t I I I I�•� • • S116"LAMINATED 711 / 8"LAMINATED �i p�•......... AIR SPACE AIR SPACE - �: •'�tGt�Sg '':F>' ': 1/8"ANNEALED OR TEMPERED GLASS® 1/8"TEMPERED GLASS® 73/16•NOM. 13118"NOM. is t No.58'/05 13/16"LAMI IG GLASS W/7/16"LAMI a 13/18"LAMI IG GLASS W/5/16"LAMI �'.� 2 is .../i��` S E r �. rte' slvfs E FLEVI3EDGLAZING DETAILS J.J. aftim/11 D NOCHANGrE87W8S16�r �o1N,faveau.•e.w.�zfa P T "' ��%i�;��lM1 % �:,:•• vA•arnc>sxe ALUM.SINGLE HUNG WINDOW IMPACT JR owim C CHANGEDGWmmsTYPE TomvmwFwmHB �w„r,se aer m.a�a ALYNNMILLER.P.E. arp aaxonai,Fl Sane vv1Wi Bsuar QO Full 2 •11 4040-20 E FL PEA 58705 Fie Ina J.,L 1/19107 IM FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SRL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT yam 8 TYPE �" BB" 70" 72" 74" T8' MEETING RAO qg" B,M .0 -60.0 +80.0 -0..0 +80.0 -60.0 +80 0 4�.0 +81.D 0 +SO.O �.0 +69 0 4s0 0 A B,M +80.0 80.4 +BDA 80.0 +80.0 80.0 t8D.0 80.0 +�,0 -80-0 +80.0 -80.0 62" A S,M +80.0 40.0 +80.0 -80.0 +80.0 �.O +80.0 -80.0 +78.8 78.8 +77.3 77.3 +75.9 76.8 83 118° A,B,M +eo.0 -a0.0 +80,0 -80.0 +78.6 79.8 +7&2 78.2 +7&9 -76.9 +75.4 -75.4 +74.0 74.0 11PT0831/8 C,D,E,F,G.H.LJ,K,L +60.0 -W.0 4.1.0 -80.0 +00.0 -w.0 +80.0 4w.0 +80.0 -80.0 +80.0 -�.0 +�.0 �.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SRL OPTION TABLE 2. BASED ON FLANGED WIIDOW TIP-TO-TIP FRAME DIMENSIONS "O" WINDOW IiElGlii WIDTH GLASS TYPE 38 318' 44" 60 618" 63" 72" 74" MEETING RAIL 4r A,B,M +80.0 -wo +8.0 -80A +KO wo +�0 80.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 HT. gp AB,M +80.0 -WO +80-0 -80.0 +80.0 -80.0 +79.9 79.8 +70.0 7U0 +70.0 -70.0 +700 T0.4 8r A,B.M +80.0 -80.0 +80.0 -BDA +80.0 -80.0 +76.9 78.9 +70.4 70.0 +68.6 -W8 +87.8 $7.8 83118" A B,M +8D.0 -80.0 +SD.0 -90.0 +80.0 .80.0 +76.0 7&0 +66.0 -88.0 +66.7 -68.7 +66.6 -65.6 UP T0831 C,D•E,F,G K1,J,K.L +80.0 •80.0 +80.0 �.0 +89.0 -80.0 +80.0 -Ko,-+70.01 -70.01+70.0:-70.0 +70.0 70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIM WINDOWS W/HIGH SRL OPTION TABLE 3. W BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONSMINUS WINDOW DIGHT MINUS SASH HEIGHT(MAI(.WIDOW HT.W/�-70.oj 78"FLANGED AND T8'INTEGRAL FIN) "0" SASH WIDTH GLASS TYPE 171/8 2211/18 28311c 33 3!4" 39 84413116" 60 318" 8516116" HT. 83118" O,E,F J,K L +80.0 80 0 +80.0 �.0 +80.0 -m.0 +80.0 •60.0 +70.0 70.0 70.0 +70.0 70.0 +70.0 70.0 HT. MEETING & •••••• • • •••• ••e•e• GLASS TYPES: TEST REPORTS TABLE 4. •• • •••• • . , 987 • • A6118LAMI- 1/8"q,.090,1/8A FTL-4647464847234 ••••e• •••• •••••• S.SJ18°LAMI- 1!8" .090,1/8°113 F7LAS47,4648 • • • • C.Cd76"LAMI- 1/8"HS,.090,1/8"HS) FTL-4847.4848 •••• •• • •••• D.7116°LAMI- 16"A,.O90,WWA FTL�46, • • 4865 • • • PREI) RBViSEO • •• ••••• E.7118°LAMI- 18 A..09O,3/10"HS FTL4646 04 aw•T11 �Llalei• • ••i••e F.7/16"LAMI- 18HS,.090,3/18"HS FTLA646 ) • FTL-4646.4723 neo • •••••• G.13118"LAMI K3-118 T.AIR SPACE,6/18"LAMI- 118"A.090,118"A • • K i3118'LANA IG-Ufi"T,ABR SPACE,IVtl18"LAMI- 118 A,.09D,1/8"HS FTL-4848 8b • • Ymduct • so**** L 13118 LAMI IG-1/8'T,AIR SPACE,SIif LANG- 'IJB HS,.O60, FF•' 49000 J.13116°LAMI IG-118'T.AIR SPACE 7/18 LAMI- 16"A,.090.3116"A FSL • • • • • K 13118"LAMI IG-i/8"T.AOR SPACE,7/18'LAMI-(3116"A..D90,3118"HS) FM 4649,40M•408 •• • t L 1 I i i r ••• • • L 13118 LAMI IG-118 T,AIR SPACE,7118'LAMI- 18HS,.090,3/i6"HS FTL4649,461 i • M.13/18"LAMI IG-urA AIR SPACE,5116"LAMI- 1/8"&OW,i/e"A FTL-M . t:•' c�Ns P ti a. 4�' F ••. NOTES: 1,WINDOWS NTH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSLIRE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES.NEGATIVE DESIGN :' No.58705 x PRESSURES ARE UNEFFECTED. - - 2.FOR KMGRAL 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 38"MAXIMUM- % O '7�-(�S 'L_ 4.GLASS TYPES C,G.H.AND 1 MAY BE USED IN SASH ONLY® TAT L-AL WN15 E 940HGLASS OPTIORBFFORCU970A/VIEW DES/ON PRESSURES %,c�,��1 mmm s=TECHNOLOGY rotuNE „t ttOPfAL ,,� J.t faw/11 t10l 11, 8 i►58 T N.vErnc:E.w.3�s ALUM.SWGLE HUNG WYNDOW, lWACT '1 ��l�`�u1�- Jit 6001 C p QWWAWTYAE707R FRWM vo.eauctsm ebs ltip•. •m ALYNIJIyI1LL ,P.E. r�xoe•.s.fl. 14 I/&lbl7 arnoo fVTS 3 a i9 4'P41Y20 E FL P.E.#S8706 FJc SW J J 2I23�7 53118'MAX.FLANGED WIDTH 52118"MAX.I.F.WIDTH 49 618'MAX.FIXED C OLO(ALL) D---I I 78'MAX. 75'MAX. A 7VI.F.� I.F. E DL SEO / HEI SEE DLCO / HEI HT T HEI SEE DLO A / / TABLE 0 � TABLE 0 78"MAX. 76"1 AX. 78"MAX. _ FLANGED i li LANG � FLANGED HEI T HEI T FED HEIGHT SEE DLO 38 AX TABLE X / SASH SEE OLD TABLE X / a E 4 STABLE X j EE DLO 8 E 4 (MAX.)! HEI HT _t__� 48114°MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP STANDARD SASH) 1/1 _ e EVERTICAL OPENING 0••• 75"MAX. 176"MAX • • 0000•• 0••••• I I.F. �j I F LOW HIGH • • • HEI E HEI HT DETAIL SILL SILL •• • •••• •• SEE DLO SEE DLO • • TABLE O j T/1BLE O / A 34112" 343118' 0000• 0000 ••••a• / 78• / 78" B 41518" 41114° 1 FLANGED FLANGED C 41 1/4° 40 7/5" •••• HEI D 52618" 5211/18" 0000 •• • • • HEI HT • • • • • 1 E 52114" 52 6/18 PB��.Rs�• •• 00000 __l .yen umtaa • • 20° LOW HIGH •• • 0000• SEE DLO TABLE X j I gam{ SEE DLO TABLE X j SASH DETAIL SILL SILL Drool •p +$7l1 •••••• HEIGHT HEIGHT A 34 1/2" 34 3116" • • B 27 7118" 27 118" product • • 00.00• B C 27 7118" 27118" •• •• ` DETAIL D DETAIL E D 18 318° 16 314" • • • • VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) ��E 18 3!8 1S 3/4° •••`,«o++i l I++r j•• "" T 5. - NOTES: - ;��a;.��N�•.,.�9.,. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ii: No,68705 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. - s 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B 8 C)ARE BASED ON A THREE OVER TWO FORMAT. 5 e LAA snyfs B nrOCHAY6F8TM9SHW ELEVATIONS �,,S,�........•... rmorecrav LOM ORrve ,• i� ONA1 �• r..L 10/07111 o NOCHANM7N188HFPr "." ,FLg175 ALUM.SINGLE HUNG WINDOW IMPACT 111011110 rJi 04Po1n1 c NO C1flINli64Tl03sxeer PA.80X/82� owweae a„� e".row +u" A.LYNN MILLER.P.E. es0 o me rm+coM s,F+2ano visit Beuer � Nr$ 4 d 11 404020 E FL P.E.#58705 FX BnAM J.J. ?/ZW F+---2.784"--( NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS,(1)W FROM EACH SIDE OF SASH. NOTE: ALANCE SASH WEIGHT USED MAX.VENT DAYLIGHT OPENING 1 INSIDE INSIDE 9,10,11,15,16 31 ¢ 2.710• MAXaw FIXED LITE 7,8 OR 17 DAYLIGHT 25 OPENING I OUTSIDE 2S Y•----MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A A OUTSIDE INTEGRAL FIN(1 F)FRAME SECTIONS INSIDE 23 47 50 MAX HEIGHT 21 2 I I HIGH OUTSIDE I SI 2. I LOW •••• SILL • • _j1 • • •••• •••••• •• a •••• • MAX. • • VENT 49 48 JAMB •a••a •••• a•aa•• DAYLIGHT HIGH SILL LOW SILL OUTSIDE • — — . OPENING — — —' •••• • •• • •••••• 2 710" • • • • 68 I.F.FRAME q g,�,�,Rms�• •• ••••• 28 53 II P aAW tha Wg • *0:000 OUTSIDE I uo 1 •D5 " �) ra1�Dew STA •••aaa 6 iq • • M Product • 532.r a •i• •a•••• 2 948" 2.330' (HIGH Siu) 63 •• • • • •••••• 52 (LOW SILL) •• • %11111 000* • • SEE NOTE ABOVE 54 $4 �.� y LYNM g /i/ • - :� ON••.......•�!! 67 3 30 12 orliYl� 89 12 ONLY LIQ SECTION C-C ` 1'' N�.X705 SECTION B-B RADIUS TOPIr (Low s1u SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGE VERSION) ;'�'• IS ; STATE OF s LAL afivie E NOCNANOESTNIBSWIFT EC77ONS '� Ro..... ' 1070 TeemmOOY DRIVE -�"' :, SS��,NAI-E �• J.J. TawnT ° N°auNOEST>asSHEET "' 'I= ALUM,gIIdGLEHUNGWINDOW IMPACT a• A L{�NIU4NIL�R,P.E. JA Omml C NO CHANGES IM SHEET PA.16, L34 nw.eee d° -- E FLP.EX58705 arm rooRaess.FL 34V4 i/trr6ly Bede. �r/oo NBIt 6 s 11 404020 FJC RHAN JJ 7lm ITEGIA I DWG.# I DESCRIPTION PM ITEM DWS# DESCRIPTION P836 1 4002A FLANGE FRAME HEAD 612225 80 1635 SCREEN SPLINE-.136 DIA HARD 8/836K 2 1166 #8 X1.000 QUAD PN.SMS 781POA 61 SCREEN CLOTH 81818 3 4003C IFLANGE FRAME SILL(LOW SILL) 812228 83 506 GLAZING CHANNEL(•888 X.500) 8633402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1181 #O X 1.000 PH.BUGLE TEK 708X1 6 4004 FLANGE FRAME JAMB 812227 67 GLAZING TAPE,IH8 X92-7116 LAM 828VI510 7 4026 SASH STOP 612244 68 4061A SASH BOTTOM RAIL HIGH SILL 64081 1 84060 8 4025 SASH STOP(EGRESS)1.126 LONG 612244 89 4050A FLANGE FRAMIE SILL HIGH SILL) 9 4029 SPIRAL BALANCE,3/8",618",OR 11/16" 70 ISILICONE,DOW 899,986 OR EQUIV. 10 1080 BALANCE COVER,3B"OR 6/8" SBALCVRO16 80 A GLASS,5/16"LAM,(118" .090 PVB,118" 11 #B X.760 PH.PN.SMS 7834M81 B.GLASS,6118"LAMI, 118"A•090 PVB,1/8°HS 12 BALANCE BOTTOM B T 7BALTSKT 82 C.GLASS,8110"LAN, IAO"HS,•090 PVB,1, ',S 13 108511080 SASH TOP GUIDE 42604 III LASS,7/16"LAN. 1/8" .090 PVB,lWA) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX LASS,7/18°LAM, 1/8'HS,.0 0 PVB,118"H 18 1080-1 BALANCE COVER,11/18" OBALCVR870 LASS,7118"IAMI, IAO°H8,.090 FVB,1l6"H8 17 4063 SASH STOP COVER 64053 GLASS,i3116"LAM I&.1/0-r,AIR SPACE,5/10"LAM, 1/8"A•090 PVB,1� 18 4029-1 SASH BRACKET 7ULBRKT GLA►98,13l16"LANO a I18-17,AIR SPACE,6/18°LAM,0WA•O90 PVB,lM-HS) 19 #8-32 X 112"LG.PH.PH.TYPE F S.STL 7832X12FPFX LASS,13/18"LAMI)G;1/8'T,AIR SPACE,SMS"L.AM, 113"118„090 PVB,1/8"HS 0 21 4054C FIXED MEETING RAIL 64064C LASS,13/16"LAN IG'1/8'T,AIR SPACE,7118”LAW,3118"A.090 PVB,3/18"A 23 40060 SASH TOP RAIL 04006 GLISS,13/18"LAM IG;1/8"T,AIR SPACE,7/18"LAM,(3118-A,090 PVB,3H 6°HS) 26 1236 V18TP.,.170 X.270 BACK,FIN SEAL 87S18G GLASS 13118°11410 IG;118 AIR SPACE,7118"LAM,3110"HS,.090 PVB,3/18"118 28 1098 SWEEP LATCH 71006 GLAS3,13l10"LAMI IG'1A)"A AIRSPACE,8119"LAMI, 118"1"090 PVB.1/8" 27 1 1016 1#8 X.626 PH.FL.SMS 78582.8? 8 1 28 4007 SASH BOTTOM RAIL LOW SILL 812230 -2184 L 30 1226 W5TP.,BULB VINYL STP249 31 4008 SASH SIDE RAIL 612231 .002 34 1288 SASH FACE GUIDE 42501 .130 36 1822 LAMI SETTING BLOCK 3/32"X 254"X 1" 71822K 1 3 •••• 36 1052 LAM 10SLTIINGBLOCK I"X314°X1118" 71052K 0000%• JC .08 • • •••• •••.•• 37 1224 VINYLGLAZ.BEAD BULB(THIC BTP247W • • • • •••• 38 1225 VINYL GLAZ BEAD BULB IN STP248K •• • • FRAME I.F. EAD 41 4039s GLAZING BEAD,5116 LGLASS. 040398 • AM. • 42 40448 IGLAZING BEAD,5118 LAMS VWGRILL KIT 044703 #4071A,6003-T8 • 44 42221 IGLAZING BEAD,7118"LM 84222FRAME 48 I • •.F.LOW SILL 040* • • •••••e 45 9850 GLAZING BEAD,7/18"LAM{VWGRILL KIT 6985 #4072A,6063-T8 • • : • • • • 46 4067 GLAZING BEAD,13/18"LAND I.G. 64067 290 RKVMV • •• ••.•• 47 4071A FRAME,I.F.HEAD 64071 tvIIh" 0 O$ • ••i••• 48 4072A FRAME,I.F.LOW SILL 84072 237 1 &11 49 4073A FRAME,I.F.HIGH SILL 64073Dewe FRAME, � •••••• 64074 • • 50 40748 FRE,I.F.JAMB 082 NOM v, • 52 4009 SILL LATCH EGRE83 OWSILL 784WO • •••••• 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4. 1 2. 1 • • •• • • 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 • • •••••• 56 1014 SCREEN FRAME(HIR.&VER.) 61014 m NOM •• •11 a �`��•• • • 68 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESSLyr4jV��• 57 1831 SCREEN CORNERKEYVWOUTRING3 X71631 a�� gCENSF'•,F9 88 1073 SCREEN SPRING 7CASP 681824 SCREEN SPLINE-.136 DIA FOAM 81824K FRAME,I.F.JAMB 50 i1:` No.53705 O49FRAME,I.F.HIGH SILL #40748,6063-T6 940731 T8 (USED A8 RADIUS TOP HEAD) IS ` =v . %gyp • g7inrcOF W, erLua,m reMtlnc aeee°° "c`••• FLGkipl;... ��: Lu evtuta E MOCHANOEBTHl96t85T RTS LIST ...... vd. 1o:orecHNa oor sane Jl t0/D7Ht a NOCHANOE8TWStrW "''�"'�.F60278 ALUMWOW— .SINGLE HUNG WINDOW IMPACT �''i�,�)n"��M��A�I�.L%N,•, J.R. om/11 C CHANaEDCAP GLASS TYPE TOTEMPEREDFROMHS PA.wx15M y e� rre wre ew: ALYp miijt P.E. are ore Na OUld,a�4 Vtsllry 17etrer 811700 NTS 8 r 11 4040-20 E FL P.E.#68705 FJC VIM .LJ. 2 WO7 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 472 iI.F.FRAME I II II rte-2.784•x{ 082 I 11 2.6W 2.330 1..53 JI .062 I 6 or 50 O FLANGE FRAME HEAD +1` #4002A,"0 4T6 I►--2.784— 1.749 O FLANGE FRAME SILL CLOW) 6 or 50 ALONo #4003G,8083.78 I 8CREW 8083{2) SEALANT OR GASKET 1 I AT HEAD AND SILL 1:21.710 1 �-1.613+ 736 082 .490 .040 062 VIEW D-D VIEW E-E �-1.451-4RADIUS TOP HEAD ONLY) �L&VIEW HEAD 8 SILL,RADIUS TOP SILL) { O SASH STOP O SASH STOP COVER _ FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 #4026.8063-T5 17 #4053.6083-T6 0501 #4004,8083-T5 1.165 �- (USED AS RADIUS TOP HEAD) 876 2.328—+I 1.096-1� - 1.342 za79 .062 '•349 O GLAZING BEA 6/16" ff -i 41 #40398,6083-T5 •••• • • •••• •••••• 1.979 • • • � 082 165 os2 31 SASH SIDE RAIL •• • ••�• � #4008,8083-T8 � •••:••F---T ••i• ••••i• FIXED MEETING RAIL O SASH TOP RAIL O SASH BOTTOM RAVL� •"'•• 21 23 26 #4007,8063.76 .050- a .878 •••• :•. •0 • • #4054A,8083H0-T6� #40�C,8083H3 T8 Noft 0� 1.096 { � 1 i 42 GLAZING BEAD,5/18" 15 • ••:••0 #40440,6063-TS ME t/��) 000000 2.328-� 1.096 �-—�(� (USED WI GRILL KIT) 0 .062 + GLAZING BEAD 7/16" ntl I. • • ••••:• 2.948 44 #4222,80s3 T6 �_ • 0• •• • s • • 3.446 2.038 .603 050 •• • 1lrr�rr •••• i••••0 .082 -1.097 .rp1 LYNN�j%��,,�• -060—K—.s78 GLAZING BEAD.13/18" —9 78d I #4087,8083 76 l �c 69 FLANGE FRAME SILL(HIGH) O SASH BOTTOM RAIL ( 45 ' HIGH) GLAZING BEAD,7/18 No.58%05 #4051A 8�3 T5 �Pp ( O L#986C,6W3-Ti5c1T> u: 7 IS rz= #4050h 8983 T8 ( �(7'• s7 TE r ty� tai a 200 a�rE a NOd BTHIB�ET EXTRUSIONS&FRAME CORNER DETAIL ;`(��•.`to.... 1070 TECF6VOLOGY ORNE R-ww ,� Jr. IM7/tt o 110" OESTHf8MEET "'` �34n8 ALUM) SINGLEHUNGWINOOW,IMPACT X P.O.eqx Ica are 1""0'4040 rvw mr A.L�1 (MILLER P.E. Jit 04/0(%11 c NOCHAAWMTM MEET NOKOWS,Ft3az7a V-bl�Bar+er 7 a 11 4040.20 E FL P.E.#56705 er. arra asau7 awc FIC 9/fA76 J.J. 9123/07 TABLE 8. ANCHORAGE NOTES: ANCHOR QUANTITIES FOR 7M FLANGED WINDOWS ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW H SUBSTRATE: 28.803 1 34.803 1 40.803 48,803 52803 68.803 84.803 78.000 3-#128CREW9 ANCHOR TYPE. MONz� ZtnO�yr.0MQNZ ZtnQNZ, Zc�QpN y QNyr Ztq�NZ.-Z C4 rO 2 F�OWIINODIIMENSIOt�BASED ONTHE W9dDOW GLASS N O OK O ON O�O�f O ON PO O ON le ire MAX FROM TOP WIDTH TYPE U V U U U V U U V V U O JAMBS-171/2"MAX.FROM TOP CORNERS 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 18'MAX,FROM BOTTOM CORNERS H,IJ,KL 112 1 1 1 1211 $"MAX.BELOW MTG.RAIL 1 2221 2222222222222222222 22222222232233 SILL-ANCHOR8NOT REQUIRED 1 1 1 1 1 1 1 1 1 1 1 1 1 " 1 1 1 1 1 1 1 1 1 1 ABM _ ..._ _. .. .. . __..._._ _. - 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3'OUANTILLT ES UPER SING THE DEIME OVAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 '$22 1 1 1 1 9 1 1 1 1 1 1 NOTE 2. [!LIJ,,K,L 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 32 2 2 2 2 3 2 2 2 33 3 2 2 313 34.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 24'00011111 11 1ABM FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS 1 2 1 1 1 2 1 2 1 2 1 2 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 2 2 3 3 3 2 2 3 3 ARE1"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1. 8,DE IGN PRESS RE LIMITATIONS: H,I,J,K,L 1 21 222231222231 22323222323222333223334 3233343344 IZEBLOCKS OFTHE ADJACENTTABLE 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 SOLD ITALICIZED VALUE ABOVE THEM,INDICATE A aB,MMAXIMUM DESIGN PRESSURE WITH THE OUANTITY 1 2 112-121 2 212-213 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 g 3 2 3 3 3 4 3 3 4 4 OF�A� DQE SHOWN W 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_ PRESSURE FOR THE 37000 KkJ'KL 1212 1 2 22 2131112" 23 23 2 2 232 3 22 23 232 3 2 3 3423 33 34 3 3 34 3 6 3 3 ANDG�NETMPEIS A ,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 Z 2 1 2 2 1 2 2 _1, AVAILABLE. 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 2 3 3 4 2 3 3 3 3J4 313 3 4 3 6 3 4 4 PSF 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 2 2 2 2 2 2 40.000 H,IJ,K,L 221 222232223232223Z32323242333342334363334463344 a8M 2 2 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 2 2 2 2 3 2 2 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 6 3L3 4 79 TABLE KEY: •... PSF 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 • • :T - 44.000 KLJ,K,L 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 1 3 4 3 5 3 3 3 4 4 5 3 4 4 b (DP L1IWTED) 118 •••• •• 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 2 as cwnplylaaw2ftm-4, • A'B'M 2 2 2 2 2121213' 2 2 2 3 2 3 ' 2 3 3 2 A 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 313 3 4 4 8 3 4 4 8 Ar moom Nv •••••• JAMB ABOVE 2 3 s�o 1 • • PS 78 79 MfG.RA6. •••••• C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 ? JAMB BELOW sI. i�oauc�C4ua • • • 48.000 H,IJ,KL 22222223222334233334233434233435333435334548346b MfG.RA� • • 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 ••••• ••• • ••••• AB.M - 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 b 3 3 3 4 3 b 3 3 4 b 4 8 3 4 6 5 (FULL DP) • •• � � • • •••••• HEAD 2. . ••••`�`oo LYNN R4/ ''�i • PSF 2 2 2 72 791 4 2 2 2 2 2 2 'L33 3 2 2 3 2 2 3 2 3 ` /� • CDEFG 3 2 3 JAMB ABOVE 2 3 ! ��cE�sF'.F.pp •••••• _ - MfG.RAIL a•• it; • 53.126 H I J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 4 3 3 3 5 3 3 4 4 4 8 3 4 4 8 4 8 3 4 5 8 JAMB BELOW •�;• Np• 5 • • 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ,Mf G.RAIL v •AB,M 222222232223342334342343 34 83344453346483446 )� . r, (j .71AE LK s/tyfa NO CHANGE87M83HEET iamTECW40UM DFWE ANCHORAGE SPACING 1/1 WINDOWS ',;�cS;�FcoravF.•�C��: J.J. aft ICHANGES THIS N. �'1®ro/11 FL 34M fft ALUM.SINGLE HUNG WINDOW IMPACT ;�UIVAI �. vA.BQx 1828 arc ,r arae A.LYI�IMIL11W P.E. J.R. OGD1/1f c NaO�r�rAA'OEBTFtl�BNFET NOKOA9.FL 34374 v1sib&Betr" 31x700 NTS 8 s 11 4040.2a E FL P.E.@ 68706 RIC ?am Z,2"7 TABLES] ANCHORAGE NOTES: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS 1, ANCHOR TYPES: 1-1/4'ELCO TAPCONS WINDOW HEIGHT 2-1/4'ELCO 884 CRETE-FLEX SUBSTRATE: 29.8$$ 37.155 44.855 52.1$6 59.855 87.155 74.855 78.000 3-012 SCREWS ANCHOR TYPE. O U U C] U U O U U O U U O U U O U U O U U O Z Z 2.ANCHOR LOCATIONS ARE BASED ON THE WMDOW GLASS 1°O Z Z cq O Z r Z M 0 Z 2 ro QQ 2 Z eo O N Z Z N Z' Z O N Z a FOLLOWING OIMENSIONB: N N U�U N 04 Q cq Q'U cli `"V��^t U N v V HEAD-16 ltrMAX FROM TOP CORNERS WIDTH TYPE V 5 U ss JAMBS-171/2'MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 qj22 a222 116•MAX,FROM BOTTOM CORNERS H I J,K L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 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 SILL-ANCHORS NOTI EQUIRED 19.12511 1 1. 1 1 11 1 1A,B,M .. --- �, r _ ._ . ._ _2221 2222 21 222222222 x22322232322232 3.INET ;'.PERTHEADJACENTTABLEANCHOR - QUANTITIES USING THE DIMENSIONAL CRITERIA OF PSF 79 NOTE 2. C,D,E,F,b, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 24000 H,I,J,K,L 111 11 1 221122222222222222222232322232322232322232 4.TABLEMOTHANDHEIGHTDIMENSIONAEFOR ABM 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 11111122112222222222222222223'12322232322232322232 PSF 68 77 6.DESIGN PESSUE UMITATIONS: 1 1 9 1 1 1 1 1 jACENT WITH 2 1 9 ..2. 1 1 1 1 1 1 1 1 1 1 �. SBOLD ITAL CIZED VALrH EABOVE THEM,INDICATE A 32,000 H,I J K,t 1 1 ill 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE - MAXIMUM DESIGN 11 1111222222232222332233333233332233433243433243 PRESSURE FOR THE PSF 69 87 1 79 RESPECTIVE SIZE C,D,E,F,O, 1 1 1 2 1 1 2 1 2 2 _1_ 2 2 1 2„ 2 �. _? ._2 ..�..._2_ .._?_.. ._7.__._2 ANDGLASSTYPE 18 37.000 HI,J,Kt 11 1 111 222222232223332233333343333 233433243b4 3243 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111111222222232223332233333343333233433243443243 PSF 64 78 1 82 1 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 111111 2222222322333322334 33343333 343443343443353 ABM 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2„ 2 2 111111222222232233332233433343311 333434433A3443353 TABLE KEY: •••• PSF 49 78 56 701 79 MbWX.PSF • •••••• •••••• C,D,E,F,b, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 DP LIMTED 117 oHaEvlssD • .. _. - a1W the Flmidlo••• • 44000 H,I,J,K,L 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 8 4 HEAD 3 4"M2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 o •• ••A s M JAMB ABOVE 3 3 ae t*px1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3f3 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 $ 4 MRG M • • •PSF 46 74 61 74 78 79 JAJVB BELOWFes' I ••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 NrG.RAIL • •• ••••• 48.000 H,IJ,Kt 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 8 4 •••••• ••• • ••�••• AB,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2.. FLJLJ.DP • • t�"liaaatt • • ••• 111111222222332233343333443344443344444354444354 �� 2 ••t3�$pNr'c H•M�� ,i�� ••• PSF 41 071-461 67 76 79 ABO 2 1,• 4\ ENS�c •, jf • 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 MfG,RAL Yr� • 4.• % •••••• H,IJKL No.5&MO••(1 53.125 111 111 22222233313334433444433444433445 54354554 354 BELOW • ` 4 • = • • 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 • y • _ •••••• A,B,M 11 1 71122222233333344334444 3344443 344544354 514 413 yO ' 7 I{:r,' • • _ ��n STi1fE • i 4/� 015 E 1�CHANGES7NIg g}IEE7 gNCHORAOE SPACING STANDARD VIEWn oai .• � J4 lomm1 D NOCHAMMSTNS ShEET "'`�"` P1 Z16 ALUM.SINGLE HUNG WINDOW,IMPACT � �ZONAL� Jit 0"vii C DPWX WHOWANCHOR Ofl'!SR'BTRICTE08Y8RE'• PA.BO7C>67B em r " ,a.: A L L P.E LL�F�.P.E. a>we tam wrnconns,�3axra Vtstbh Bettxr tTMOD NTS 8 a 11 4Q40-?fl E FL P.E.O 68705 FJC 7AW JJ. 7/ZSr07 ANCHOR QUANTRIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT M1NU l SASH HEIGHT TABLE 7• ANCHORAGE NOTES: WINDOW HE�HT MINUS SASH HEIGHT FROM TABLE S. 1.ANCHOR TYPES: 1-1W ELCO TAPOONS 2.1W ELCO 884 CRETE-FLEX SUBSTRATE: 17.126 22668 28.211 33.764 39.298 44.839 --607-382--T- 68.928 3-g'12SCREWS ANCHOR TYPE: $ U v O V U 01,401 0.0"21 U c v V O V V 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING tq N Z 2 th N Z r N p x�•pZ N �- �• N r O N N r R N n r' lJ g N $ DIMENSIONS: WINDOW GLASS g O O c+t O y U C1 C1 V a$1+ `CS j HEAD-16 11r MAX.FROM CORNERS WIDTH TYPE 3 v C> v U17 lir MAX. 18.125 D,E•F,J, 1 1 1 1 1 1 1 1 1 1 1 3 � JAM88 11 lir MAX.FABOVE THE MEETING RAIL K.L 1 1 1 2 2 2 2 2 2 ....2 ...2 2_ .2_ 2 2 3 2 3 3 2 3 3 3 3 8"MAX BELOW MTG.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 16+MAX.FROM BOTTOM CORNERS 24.000 OM K L 1 .._., _ 1. .._2. _.2_ _2.. 2_ .2 2.....2. 2_ 8 _.3_...2 .....3 _3. Z. 3...3 ...3-_-3_- 3 .3... .4 SILL-ANCHORS NOT REQUIRED 4 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR COST 32000 D,E,F,J, 1 �. VIEW WINDOWS FROM TABLEB 7.ANDA, ANG THE K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 3 3 8 DIMENSIONAL CRITERIA OF NOTE 2, UL ABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE S.FOR BELOW, 37.000 D,E,F,J, 1 1 1_ 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 . 1 2 2 1 2 4 WINDOWS ARAVAILABLE E 12 SW HEIGHTS O CUSTOM VIEW K,L 1 1 2 2 2 3 2 S . 3 3 4 3 3 3 4 3 4 4 4 6 5 4 6 5•TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 78 70 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 11 LESS, K,L - �- � 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 6 5 4 8 8.DESIGN PRESSURE LIMITATK)N8: SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD PSF 79 78 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 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 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 6 4 3 5 S 4 5 6 4 8 PRESSURE INFOTHERW ISE,THE MAXIMUM DESIGN OR THE PSF 78 78 70 79 78 71 79 73 78 RESPECTIVE SIZE AND 48.000 D,E,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 Z GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 8 4 5 5 4 8 6 4 8 8 5 ® AVAILABLE PSF 71 79 B3 71 1 79 1 64 1 74 88 77 1 88 89 i TABLE 7.KEY: 63.126 D,E,FA 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 9 MA)( PSF K,L 1 1 1 2 2 2 3 3 3 4 4 4 6 4 5 8 5 8 @ 8 7 6 6 7 (DP LWE0012 HEAD 2 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED Old SASH HT. JAWS ABOVE -2--j TABLE 8. WG.RAIL SASH HEKMT SUBSTRATE. 12.776 15.778 18.778 1 21.778 24.778 27.776 30.778 31.108 FULL •••• ANCHOR TYPE o v a (� r ♦ 2 • • Z 1,, r MWIDTH Z r M Z M N 4 r �? N r N N r N HEAD- • 0000 0000•• W `.r�N$r � eaQN $ �N�yN $ c�NN�r$`�� $ 2iN� $ �`�� N JAl11BA�VE 4 PRon�x-�zevcvav • $ dl lmptyugwun9oFwf"••0 • 19.12b 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.� 8 N Q24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 •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 •79 TABLE8.KEY: • ' • 37.000 • • • • 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 MAX PSF ♦• • • •• •0.0• • • 40.000 74 (DPL.MTED) 112 ••••0 ••• • 00000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 • • 11I1i� • • JAMB BELOW 278 �� Y Ly N,V �� •••• • 44 --2--T2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 T6 3 4 6 3 4 MTG.RAIL ••0 a8d •��i� s 83 72 78 • v' • r 0� i •0••i• FULL DP 1 �I, •x'44 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 S 3 A 6 3 4 �� i + 1�3 • • 73 88 N 72 JAW BELOW 2 = •: _ •••••• 63.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 6 3 5 5 3 5 MTG.RAIL �U '.� 7 •! ti • • � �'•, STAT-Ot••, s�1u1s •"F NOCHAN(#8TI988HEET ZANQHORAGE SPACING CUSTOM VIEW ;�c,,•.FcaRio�.•'G�`;` w7o1EawaooroRnE J.J. 1Q+D7N1 D NDOMGEHTHISSHFET N.VENiCE,P134276 �iU(VAI.. L M.SINGLE HUNG WINDOW,IMPACTmiaw ME J.R. 01/01Hf C NO CHANGES THIS SHEET Pr A.LSMMP.E. PA.BAIL 16" A�O� am a+� Kaxaxna.R 3m4 1/tvib$Better etn00 NT.S 10 s 11 4040 ZO E FL P EA 68705 F,K 7 J.J. 2/13/07 NOTES: EXTERIOR INTERIOR ®1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY AL AND SILL DETAIL ) WOOD ANCHOR APPROVED 114"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX.MINIMUM DISTANCE FROM IN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1 We. CONCRETENANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-)ADE COUNTY,USE#12 STEEL SCREWS(GB)OR (SEE OTE 1&3) 1°MIN.EDGE 1/4'884 CRETE-FLEX (SEE NOTE 4) 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. .35 KSI MIN. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE . !i •: 1 3/8°MIN..114"T ON TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE ''•; �, •1 3/4"MIN,1/4'C FLEX 1 " INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x o MIN 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK FEOON�GINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. MUM STRENGTH OF E NOTE I —� R `1 5.B YT6 AND A MINIMUM OF 1/8"THICK.THE ALTACHMENT TO ALUMINUM:THE UMINUM N M STAL SHALL E A MIUIRAI MEMBER SHALL BE 1M1 OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FWC�SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE DETAIL B DETAIL A MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPIC GED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1114° 1 3/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. M1N. 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 14"MAX.SHIM+Im 1/4'MAX.SHIM T,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1 � WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, 1-314'MIN 1'MIN.EDGE EDITION. CRETE ANCHOR, WOOD ANCHOR, a F LOW MEETING FH BELOW MEETING (SEE NOTE 1&3) RAIL(SEE NOTE 2&3) ' 335 1 MIN.CONCRETE INTERIOR 1„ OR KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR Ix BUCK OPTIO WITH SOLID CONCRETE 2x WOOD BUCK (t OR CMU SUBS TE(SEE NOTE 4)® (SEE NOTE 4) �J DETAIL C AL DETAIL D FLANGED JAMB ANCHORAGE 1/4" kSWMIN. •••• 2-112"EMBEDMENT MA 114' • 0000 •••••• SHIMWOOD FRAME S repo-11268%.fth d Flo,im••• •• SHIM • • WOOD FRAME SB"MIN.EDGE c ••••••131"DIA.MIN. ' ° ra) • •x21/TNAIL, y , 0000•• 2-112°EM DMENAT CORNED • .131'DIA.MIN. AND W O.C. WOOD FRAME •• • •• 99:0 • x 21@"NAIL, • AT CORNERS •0000 000 • 00000 AND 5'O.C. EDGE • • • • 131"DIA.MIN. ltlt rr�� • 0.0000 1/4" x 2112"NAIL, ••�y Ny LYNN��`��,�, •• MAX AT CORNERS SHIM AND S"O.C. 2-1/Y EMBEDMENT yQ��' 4tCL•NsFc • �i: 000000 LL (JAMB) DETAIL G,(SI ) •••;Sr DETAIL F,(HEAD) DETAIL E, •= + No.`8785 l 0•000: i TYPICAL INTEGRAL FIN ANCHORAGE • .0 = • LAE ar1Y/10 �E CORRECTSUMlomREMOVE SECTM2MA4JW. ANCHORAGE DETAILS =Q,<.;.• c,•. 1070 TECI JJ. 100n1 I " MN NMi l;V, '•F�ORIOP,.•'�.l'( ALUM.SINGLE HUNG IMNDOW IMPACT (Q,(� t`41��;.E• J.R. 0"1/11 C NOCHAMMTHIS SiEE7' N voxonsxm.aaz7a Y6rbyBetter °"11bQ` "` m s s E FL 58705 V_wFJC W d� 7 Baan NTS 11 11 404420 MIAMFfLIADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miRmidool.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade 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 a Building Code,includin elocity Hurricane Zone.- city es"SGD-770"Aluminum Sliding Glass Door w/90°&135'corners—L.M.I. APPROVAL DOCUMENT: - mpac ', sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by Lynn Miller, - Coun Product Control Revision stamp with the ceptance number and expiration date by the Miamt- a t Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant nit shall bear aeffwment label with ame or logo, city, state, model/series, and following statement unty 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-Daae 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. INSPECTIOJI; ,A jopy° of this entire NOA shall be provided to the user by the manufacturer or its distributors and$hfill be aVillie for inspection at the job site at the request of the Building Official. This NOA a-evi'sts N®A#140=13.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above.- The submitted documentation was reviewed by Manuel Perez,P.E. . ... . ... . . NOA No. 15-1013.15 CMIAMMICA Ex iration Date: Februa 17,2020itt p� February ... ! Approval Date: October 29,2015 ... Page I . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Jr PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123-10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer,signed and sealed by Lynn Miller,P.E. J h 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 glong with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7554, dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 14-0123.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading 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 an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: ,FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 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,per FBC 2411.3.2.1,and TAS 202-94 .. ... . . . . . .. . .. . . . . ... . . . • . • .. ... .. . . . .. r. 61: • Manuel"r P.E. . . . . . ... . . •• Product Contro g finer • •. • . . . •• 000 . . NOA No. 15-1013.15 Expiration QQ Date: February 17,2020 ... . . . . ... . . Approval Date: October 29,2015 • • . E-1 . . . . . . . . . . • .. .• . • • , •. .• i . PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI ED B. TESTS(cowv=D) 3. (CONTINUED) along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-5980, FTL-59939 FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer), per TAS 201,202 &203-94,issued by Fenestration Testing LOoratory,Inc. (Submitted wader NOA No. 15-043 0.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5111 Edition(2014),dated 01/30/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-04 11 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS IN 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t11 Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated Octob% 8, 2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,Pk- G. Q° hV4S; . . .. 1.•. •1;1oSic pf�Ce4PtatWe No. 14-0128.11,issued to PGT Industrics,Inc. for their Series "SM-770"'Arumtnum Sliding Glass Doors w/90° 135-corners-L.M.I. approved on 02/12/15 and expiring on 02/17/20. • • • • Manuel P P.E. . . . . . ... . . ' • • • • Product Control x miner •• NOA No.1 013.15 Expiration Date: February 17,2020 ... ... Approval Date: October 29,2015 . . . . . . . . . . SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:� Ancror BLIP• Frarrls MIrLEdge Min. Mt INCLUDING POCKETS &9001135°CORNERS e a. wa Dl91en0e Embedrtlertt GENERAL NOTES t U4•Eleo L11Mmon (A81M Jamb •ilr P74- 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&6. ended qdu 7M CSO min.2 t Nad Jamb ord 2-vr 1 4• 2)DESIGN PRESSURES: 1/4•Eloo 00 S.B. Coeorete frah&35 kal) Headowiamla I. 1314• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Creteplea UnO�ded % Com) °^I► t 1.114• S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Southam bre 0. Headl81A1Jamb 1 3)ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS tl5ANW-GAW Elcoe mOvAlmoZ t• 6' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Lholkled U 1M 1• 1.W WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 11 410 P.T. m {3-W NlJamb 8118• 1,1re• OIILDING CODE.FOR ANCHORAGE DETAILS SEE SHEQ�8-14.• , Ahml�' � 0' 4)SHUTTERS ARE NOT REQUIRED PER F13C REQUIREMENTS,AS APPLICABLE. 3 ( MN) tel' 318' 0. d 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITHete�� ' a 8 lamb 0.018t• Concrete n. .278ks1) •Iamb 1-t 1 NARROW JOINT SEALANT. 11S.S. tkq�arted jamb r 1- e)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S.ANSVAF&PA NDS FOR W Tel C90,m 2 Bawl Jambordy r WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T. m P 88 b t•7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE .southern .tam alt CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4Ms as, NNanMtan,808918• Fkgtdl819/klrO 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.tt thmadsM) steal,A98• HeadtB 3W 0 FLORIDA BUILDING CODE,AS APPLICABLE. Sleet A03 or.w I Headmiliamb 0.0481• TEST REPORTS:FTL•8980,FTL-5993,FTL-8001,FTL-8014,FTL-6016,FTL-8017,FTL•8022,FTL-8023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL•8024,FTL-8025,FTL-8028,FTL-8031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •'P-HOOK INSTALLATION REQUIRES 2.693'MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMWADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MRP 3)WOOD SUCKS DEPICTED AS IX ARE LESS THAN 1-114'THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112°THICK OR GREATER.IX AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS • •..2.3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,6 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......8-8 MAX.1/4•THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 • • TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS.....................16,16 • •• sees •••••• REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILLTYPES.........17 0• i •••• •• TABLE B.SEE DETAILS ON SHEETS 4&6 CROSS SECTIONS............18,19 • • PARTS LIST....._................20 00.00 •••• •••00• Glass • d them l9rmdar to IrNLsHor/ EXTRUSIONS....................21,22 ••••• • • • •0•••• 03 7118•Lamgmtad:(ai LBes 013118•F0i Elam•IpI 0�PVs OeSprsaed n maNylAYllt3o►I • • Woltdaft.* • G4 7118•Lembui am Uteo o13fir He Gino aM AV SO et DE81GN PRESSURE RATING IMPACT RATING •q» *0000 G4A �W Lm dnate& LRss of W HS Ohm wM AW r SEE TABLES 1.2&3 ON RATED FOR LARGE&SMALL 0 • 00:900 GB t• 000000 LaaM aW LG.:3/18•TEAedar +318"Ab +7118'LamMmied: IJtee oI8118 H9 Gtasa%Q.090•FNB Wed$yea BFiEET99,7 8 8 M198I1J?IMPACT RESISTANCE • a9A 1'LmnM LO�114'T EXtedar +8118'AU +7l18'Lanikmted LBae o}ffi18•Ft8 dlasa lRII Q80'PVS bkerlayer • as 1•L.andrmted L0.:3118•T Estedm , Ah +7118'Witted; LOes*13118•FA Goes aG6 AV SG MRed er GLAZING NOTES: 0• LYNN r�• •• . G M 1•Lid L0.:tIM T Etttedor + 18'Air +7/1V Letninated; LBes WNW HS Glass 10.W 86Mde •ANN'=ANNEALED a, �� r�y.......�1/!! i} a •0•••• G7 7118'Lambdad M Lasa o13/18'ANN Glass 00.090'SG *HS°TEMPERED GTHENED Qa.;'uCeNs i 0.4j0 • • OTA We-Lembretem M Litea of I ANN Glass s8h.09P 801rd�sym •PVB•o.090'BUTAC BY KURARAY AMERICA,INC. • y. •••••• fib 1•L�draded L0.:9/18•TExtada +318'Nrspaoe+7/1e•lamUmDad; Lie of 311V ANN Glue UM.GBM 8a er ;be: •No.58705 6.6• • • 68A 1•Lembated LG.:lie T Exterior Cap+8118'Air Spam+7/18•Lwdnaled.(2)FJtea o13118•ANN Gass WIM AV Be wadayer 'w-.0w SENTRYG Y KURARAY AMERICA.INC. •_ BC f0/H/lOfB A TEowniRiAtERMMtlMOMER,now �G &TA r "•!(/ ` 1w070nrnRNva GENERAL NOTES AND MAP RUPl�;FL 81278 ri �i�tC•'•F<OR10P,••'�\'``�� NOW (at>+ae rwu SERVES M ALUM.SGO-LM IMPACT ....sea •r. •.raaa ra, I(.hroNNiAut.9R)'E Jit 1•/1.114 CINKOFAUn1.O187B8 80D•770 NTS I s 71 PGT0130 A P.E.9567os ONS EXAMPLE CONFIGURATIONSALLIOI CONF ) URATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jv',"Jo','Kw'OR'Ke INSTALLATION. EXAMPLE:4-PANEL)O=IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pip,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 rPER TABLES 1-3 CAN BE OXXXp. t -��---i - �r--- 2)90 &136'CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT / i MAX UNIT / //' 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT �, i HEIGHT 1-;, 1; / PER TABLES 1-3 iliPER TABLES 1-3 E 'XOPERABLE PANEL, i i i O'=INOPERABLE PANEL, axKer I roctcer I pPOCKETf—DETAIL LETTER "w=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL r a °c°=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH NOM.PANEL W ID DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 13 PER TABLE 3 • PANEL HEIGHT=DOOR UNIT HEIGHT-1.855 it 621A d2i i 1 ' 44 MAX UNIT MAX UNIT I 1 HEIOHT HEIGHT PER PER TABLES 1-3qll TABLES 1-3 J POCKET 3-PANEL CONFIGURATIONS J 4-PANEL CONFIGURATIONS MAX.UNIT WIDTH 0 6 �••••• 0006•• NOM.PANEL WIDTH NOM.PANEL WIDTH 6• • 0000 •6 PER TABLES I-3 PER TABLES 13 ••••• ease* 0 0 0 0•• 6 • • em MAX.UNIT Oauas • MAX.UNIT I HEIGHT / SEE •0 69:000 HEIGHT PER J • ••••• PER TABLES 1-3 / / / / / I g TABLES 1-3SHEET • ••6.6• 2 '� • POCKET IL ! Id .•iP '�icer�sF'•'�9 • 5-PANEL CONFIGURATIONSCORNER —j��-- ' 0 NO•58th• .••66, .TYP. 6' _ ,s ••... (OUTSIDE CORNER SHOWN, �• •(�(- • • • 0 • INSIDE CORNER SIMILAR) ota `j: ^ a,�. ,,�•., STA CO1f ` ` ac acyarmu a a►AxoEenr m+� �� EXAMPLE CONFIGURATIONS Aw SERIES 770 ALUM.SW-LM IMPACT t „ 9.6w*" sr. mow% A.LYKN MR.ER.M .1R 1o'iW14 cwc CFRT.OFAUiNf1 M comm NTS 2 s 22 PGT0130 A aEOse EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/18'0 98"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120'HEIGHT LOCATIONS USING DETAIL"Jve,'Ja','Kw'OR'Ke INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL)O=IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXX(p.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. i 2)90"6135'CORNER CONFIGURATIONS CAN BE A COMBINATION A-A em MAX.UNIT OF ANY 2 STRAIGHT CONFIGURATIONS. 98'OR 120" 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. He °s 'X'=OPERABLE PANEL, / Pocxer "0'n INOPERABLE PANEL, -.r,r--- 'p°a POCKET 8-PANEL CONFIGURATIONS DETAIL LETTER 'W°=WOOD OR METAL INSTALLATION MAX.UNIT WIDTH �"Ifo CONCRETE INSTALLATION NOM.PANEL WIDTH son SHEET NUMBER PER TABLES 1-3 DLO WIDTH o NOM.PANEL WIDTH-r WWI al DLO HEIGHT=DOOR UNIT HEIGHT-10.125' im 1 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" MAX.UNIT / HEIGHT / PER TABLES 13 Pocket 7-PANEL CONFIGURATIONS MAX.UNIT WIDTH • •••• •••••• NOM.PANEL WIDTH • • PER TABLES 1-3 ••••• •••• •••••• • -fir--- • • I ammpyl�•Itf®r •••••• 1 •lfdd►1® d C • • • � > Oak / • • MAX T HEIGHT • Piodn� • • ••••• PER TABLES 1-3 / / / / / / / ` • `t r' •••••• �g @ • POCNEr ••1� .•X>cEn�s M��N% •• 8-PANEL CONFIGURATIONS -f�r J ' 't No.587406 • .7o i�= • • • .�fj - • • --t1 to o •. 4f so iaSMd A cMANG987Msxeei ,ordrec+aao�oovnwve[1;� EXAMPLE CONFIGURATIONS %,f�,�•�my}9a'G`� Mvedr.S'.srrrd n• '��;'�OtVAL tib,• SERIES 770_ALUM.SGD-LM IMPACT A.LYNN MILLER.P.E. �q O 6 tear aw unrt 8O6rrd NTS 3 a Z1 m.�o POT0130 A P.EJ 58M GLAZING DETAILS(133, G3A, G4,G4A, G5&G5A) 7/18'NOM. 7/18'NOM. 1"NOM. 3/18"HS GLASS 3/18"HS GLASS 3/16'HS GLASS .090'_ .090"PVB ow"SO 3118'HS GLASS 3118"HS GLASS 74 3/16"HS GLASS 74 3/8'AIR SPACE 74 3/18'T GLASS V 82 82 83 C' I, E%TEFU 314"NOM. R 3/4'NOM. a GLASS GLASS 3/4"NOM. BITE BITE GLASS SITE pfTERIOR so ea a >s 64 66 7/16"LAMINATED GLASS TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16'NOM. 9/18"NOM. 1'NOM. 3118'HS GLASS 1/4'HS GLASS 1/4'HS GLASS —ow vvB .090"PVB .090"SCi 3/18'HS GLASS- 1/4'HS GLASS 74 1l4'HS GLASS 74 6/18'AIR SPACE 74 82 114"T GLASS 82 _ 3ExrE�oR 14'NOM. 3/4'NOM. 83 •••• Ex7E GLASS GLASS 89Q • •so** • •••••s LASS a BITE a SITE SITE •• i •••• • EXTERW • ai • •e •• .•,. glees% s� •• 79 • • 64 64 + u aimPhtM�eltl!• •••••• 85 •Oidll� Wt 8 G�1 6 • • • i • � •glee• � mds • • 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A ' ; glee•• GLAZING NOTES: :yam`.•'��GEtv3�c'•.:P• •••••• "HS"=HEAT STRENGTHENED i' •a•i 40 T-TEMPERED = •: s No.5SYA0� i•as*: 'PVB"=.O90'BUTACITE Py hY KURARAY AMERICA,INC. !• • • 'SG"=.090"SENTRYGLAS13Y KURARAY AMERICA,INC. = t$TAEE.rA so sa=l$ A XTORLAYERMAKFACTURER rwo>z«aoa�oornmvs GLAZNODETAIL8 K vF�v�.3MV ,.. �. �Pc. SERIES 770 ALUM.SGD-LM IMPACT '',;;l'l 110%�w UAW awwmr aN n4 ..row A A LYNN K P.E. jq 1 4 c E OFAUM A2MV 800-no AlT3 4 22 PG70130 GLAZING DETAILS(G6,G6A, G7, G7A, G8&G8A) 1'NOM. 7116"NOM. 1"NOM. 3118'HS GLASS 3118'ANN GLASS--\ 3118'ANN GLASS .090'S .090°SG Ci ' 3/16'HS GLASS .090"SG 3118'ANN GLAS 3/8"AIR SPACE 74 3116'ANN GLASS 74 318'AIR SPACE 74 3/16'T GLASS 3/18"T GLA38 •y,.M 83 ��' 82 83 EXTERIOR 314"NOM. 3/4"NOM, 563/4"NOM. a GLASS BB GLASS GLASS SITE SITE BITE T8RI0 2r f a :� 64 78 65 � 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1'NOM. 9/18'NOM 1"NOM. 3H6°HS GLASS 3H6"ANN GLASS "SG 1/4"ANN GLASS . 3118'HS GLASS w° 3/16'ANN O 8118'AIR SPACE 74 1/4"ANN GLASS 74 8/•18'AIR SPACE 74 1/4'T GLASS 1/4"T GLASS 82 83 83 0000 3/4'NOM. • • 314"NOM. EXTERXM GLASS 30LASS ••• 000411 ••••.• 88 GLASS a BITE 56 gl� •• • •••• s EX�OR BITE • • TXE EFO� 0000• 0000 0.000• a s1 • 79 78 � �Z_ L 0*�d�p1y4�vdMdr :s•0 0: 8S as +*B 0000• Waal • • 1"LAMINATED I.G.GLASS,TYPE 136A 9/16"LAMINATED GLASS,TYPE 137A 1"LAMINATED I.G.GLASS,TYPE 138A •• ' • ••••' 0000•• GLAZING NOTES: •• ' tSI ....?1/C '� •• ANN"=ANNEALED J jGENs 4' '� • ,s '. • 0000•• 'HS'=HEAT STRENGTHENED •••i,�t• T=TEMPERED '�* No.587f)S • • °PVB°-.090-BUTACITE Y KURARAY AMERICA,INC. •: • = •••••• "SG°=.090"SENTRYGLAS'BY KURARAY AMERICA,INC. E• :a • • clAEOF� z 1S 8C �14QWE6 A TEDbY7�RUYER MAIACTURER iT LORIOP.•' ' ,oO7Y QLAZIMG DETAILS �,•. nw y9mm a 3wa SERIES 770 ALUM.SGD-LM IMPACT _ ' �;r NAl-,``, te++to f..'I11 A.LYNN b@.LER P.E. Ui ,ONO/,4 Va. NTS CERI�AiJlN.ATBZBB 8QD770 S -22 "".ro POT0130 A PEA 58M TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quandits Required,(for all approved Sill Helghtto Max.(+)OP Maximum DP for sizes:+601-60 (Water Intrad n Raft) configurations on Shasta 2&3) (May be limitedlimitedd by Table 1A) (" For comer astragal anchorage on 80'or 135'comer wilts,as sheet 11 am R eer How (+)fair Unit (Fiat or Boz,see Pressure,psf ea tc!Masa 8II6at 17) Types 3, 5,5A,7,7A,8 3 Stile/Astragal roup ow•2.1IT +4867% types shot mow' 1 4 1 4 1 2 3 4 1 2 3 4 + + + + + + + —Cr + + + + + •4' +�.0 24 1T Jamb 8 8 8 8 8 a 8 a 8 8 8 8 8 8 SEE NOTES 1-3 0 P hoop 8+7 8+7 6+7 8+7 7+8 +8 7+8 7+8 +8P+1 7+ 7+8 7+ 7+8 7+8 r` Headl8t8 C4+1 CA+1 C4+1 C4+1 C4+1 C4+ 1 CA+1 1 CA+1 C4+1 C4+ CA+1 C4+1 1 30' p O Jamb 8 8 8 B 8 8 8 8 8 B 8 8 8 Pfiook 6+7 5+7 7 8+ +8 7+8 7+8 7+8 7+9 7+8 7+8 7+8 7+8 +8 7+8 HaedlS81 C4+1 C4+1 C4+ C4+1 CA+1 C4+1 1 G4+1 C4+1 04+1 Gt+1 C4+1 C4+13Ir DLO 8 8 8 8 a 8 8 8 8 8 8 8 8 8 -hook8+7a+7 6+7 8+7 7+8 +8 7+8 7+ 7+6 7+8 + 57+8 7+ 7+8 7+8OH LENGTHHeed/Slil 04+1 C4+1 1 C4+ C4+1 1 C4+1 G1+1 C4+1 C4+1 C4+1 G4+ CA+1 C4+1 C4+1 42° FOLD Jamb a 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 8+7 8+7 a+7 6+7 7+8 7+8 7+8 7+8 +8 +8 7+8 7+8 +8 7+ 7+8 Head/Sili C4+2 04+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 CA+2 C4+2 C4+248' O Jamb 8 8 8 8 8 B a 8 8 41" 8 8 8 aJOLPdwok a+7 g+7 9+7 5+7 7+8 7+8 7+ 7+t1 7+8 +8 7+8 +8 +8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4°SILL. 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 48.07 PSF MAX.WHEN USING THE 3.1/4"SILL,POSITIVE WATER DP IS 80.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 80.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7' 3)4',3-1/4'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEtGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= • •••••• •••••• 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-Lags' 9)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. ••• • •••• • ••••• •••• •••••• • Interlock P-hook Lockstile Q Jamb Straight Astragal Lockstlle® 90'Astragal Loc a 135'Astragal Lockstile ••••• • • • Strai Astragal Assembly 90'Ast I Assets 135'Astra I ��d ry m• •s•••• Assembly ght y � �`/ � -FTorraa el M�$��• • • Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutystile Inside MOAN ••••• Standard Astragal Outside Corner COutsideom Corte eat4oidwe mr : ••i••• Oat Inside LYNN 41, / Corner 11cs Cner h Inde cEh1aw' Cornerj` •• yti: ••••i• Part#61(Stile) Part#62(Stile) ••i ra• Part#60(x2) Part#60 Part#60 Part#60(Stile) Part Part 8118(COrrrer Part#119(Out) Parts#31&#32 Part#61 ��+• No.5II�5 •••••• Part#67(Astragan Receiver) Part#120(In.) (Corn. ,Fzd M. t!• : •••e _ • • STME SO IWAVIs A g � GMV1=swaurateaaraloarowvs PD ANDANCHORAGE 'n�. •.:"LCRIOP.••'��.` �JCL SM te000 SERIES 770 ALUM.SGD-LM IMPACT �!�O�I/�AJA11Lti ' wr.�ut ,er A Lrr7N AlrliR P.E. .gt W1olt4 °M` e�IKOFA r.eaaaae asr+o-J7o NT3 8 •12 PO7t)130 A PRA58M TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(tor all approved configurations on Sheets 2&3) Maximum DP for all ekes:+801.80 For comer astragsi anoloiap on 90'or 136•comer w te,sea sheat 11 tMay be limited by Table 2A) Door d How Table applies to Gifts Types lxI Ior 114* 12V 4.4A,8,6A.7,7A.8&BA �• and the 801e 1 AstreBal types DLO 73• 1B' 91- Group Group r 8• 1 2 1 3 1 4 1 2 3 4 1104+2'Br+-2 9 4 1 3 4 4 1 2 4 1 2 3 4 2 3 4 +1 ♦ ♦ ♦ ♦ + + ♦ + + + + + ♦ • + +24• �� dart& 8 a 8 0 8 B 8 6 8 8 8 8 10 10 10 10 d1 10 1 10 10 1 0 /0 0 P-boo8 8+7 6+T 8♦7 8+7 7♦8 7+a 7+B 7+ 7♦g ♦8 7+8 7*a +8 ♦g Na &8 8+9 8+9 8+ B 8♦8 B+1 8+7 BHO 9N0 9+10 10 8+10BNO HeadfW G+1 CAN G+1 G+1 1 1 CA+1 G+1 G+ CA+ GN G+1 CM1 1 CM7 1 GN CA+1 1 G+1 C4+1 CMI OO♦1 C4+1 C4+1 CA♦7 CA♦1 CA+1 G+1 GM30' DLO iamb 8 8 8 8 8 8 8 B a a a 8 8 10 10 10 10 0 10 70 1 to 10 10 10 10 1010P-I»o' 0+ 6+7 6+ 8+7 7+8 7+8 7+8 7+8 7+6 *.+8 7+8 f+ 7+8 + 7♦8 B 8+8 8♦a z` 8♦9 8♦B 8+f1 8+10 8♦ B♦1 9+10 9+10 1 8+10GN iX+1 G+1 G+1 CMI 1X+1 104♦ G♦1 COI G+1 G+1 CA+ COI C4+1 CA+1 GN 1 G+1 G+1 GN 1 GN G+ CA+1 G+1 C4+1 1 C4+1 GNSB' DLO Jamb 88a8a s8888821r88 8 10 f0 10 70 10 10f010 1 O f01 11010Pdx»3 0♦7 9♦7 8+7 8♦7 7+8 N8 7+8 7+B 7♦ 7*g 7+8 ♦B AB 7 +a 8+8 6♦9 8+9 a+B 8♦8 8 6+8 8 NO BNO 9♦ 9N0 B+1 8N0 9M 8♦1ftead181 CM1 G+1 N G+1 GH C1 CMt G+1 1 CM1 G♦ tX+1 CAN 1 CM1 C4♦1 ♦1 G4N 1 1 Gk1 N N Get 04♦1 1 C8♦1 C4♦1 CA+ 1 C8♦14r J-b a B 8 a 8 8 8 8 e 8 8 8 8 1 10 10 1 0 10 10 10 10 10 10 10Phssk 0+7 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+gr8 7+8 7+ + 7♦8 T+ 9♦8 8+8 8♦B 8♦ B B+8 8♦8 1 Bt10 8+10 8+10 9+10 fN10 rHeadt810 G+2 C4+2 G+2 G+2 G+2 C4+2 2 G+2 2 ♦2 CM2 G+2 +2 C4+2 G♦ G+2 G+2 G+2 206+ a +2 C5+2 C6+2 CB♦ 2Ca♦2 48• U4L10 Jamb 8 8 8 a 8 8 6 B 8 a 8 6 6 8 10 10 1 10 10 f0 10 1 10 1 10 10 10 P-iroott 8+T 8+7 6+7 8+7 7+6 7+8 +8 7+8 7+ 7+8 7+8 7+8 7+6 7+8 7+ 8+8 6+a 8♦11 8+ 8♦8 8+ BH BNO 9N 10 9+10 9+10 8♦0 10 R C4+2 G+2 CM2 G+2 G+2 C4+2 04+2 G+2 G+2 ♦ G+2 G+2 G+2 2 G+2 04+2 54• �� Jamb 8 8 8 8 8 a 8 8 a 8 8 8 P 6+7 8+7 8+7 0+7 7+8 —?+T T+-S 7+8 +8 7+8 7+8 ♦8 7+6 7* 7+a Not 8YB))AU(8 In 1116!88 S�Z88 G►2 G+2 G+2 G+2 04+2 G+2 G+2 04+2 CM2 G+2 04+2 G+2 G+2 CM2 C6+ �' Jamb 8 8 8 8 8 8 8 a 8 B 8 8 8 Ptaok 8+7 0+ 8+7 6+1 7+8 7+9 7+ +8 7+8 7+8 7♦8 7+8 7+ +8 7+8 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4'SILL. �. = 2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 48.67 PSF MAX.WHEN USING THE 3-1/4-SILL, B E 2A NOM.PANEL WIDTH-7" POSITIVE WATER DP IS 80.0 PSF MAX WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to MeX.(+)DP 71POH LENGTH DLO HEIGHT' {NEGATIVE PRES.UNCHANGED}SEE TABLE 2A (Water barwon RaOng) DOOR UNIT HEIGHT-10.126' 3)4',3-1/4'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' Sig Riser He SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX (+)Design t� (Flat or Box,seal PANEL HEIGHT S = POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DR IS PROTECTED BY Pressure,psf � 1 OH RATIO t 1 i4�, AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM):THIS CONDITION IS Sheet 17) DOOR UNIT HEIGHT ,4.W -111!2' NOT RATED FOR WATER INFILTRATION. see note 3 • • 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. �°'2-1 +�' •••••- Medlan-3.1/4' +80.0 � ••• i •••• •• 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. -4• +80.0 • • 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY.DIVIDE BY 2 FOR PAIRS TO BE OH LENGTH ••••• *000 •••••• INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT • THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. 0000 •• • • • Straight Astragal Locksdle @ 90'Astragal Lodadle @ 135'Astragal Locksdle @ Interlock P-hook Lockstile @ Jamb ••6P�*�o�' ••••• Assembly straight Astragal Assembly 90°Astragal Assembly ]38'Astragal •� � ®O��r � .•:••• Heavy-duty Stiles Heavy-duty Stile Heavyduty Stile Heavy-duty Stde Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Insid Standard Astragal er tormr : Piadee7 •i ••••:- Outs p U710 4r Com •rl� a.�v/-d • • t1 rr ••••i• 4 ! Insider Outside t .�• t1l VNN•n7G �•Corn • • Inside Comer'I 1 Corner • y '�yce�3aF!"•'ri •••• Part#61(Stile) Part#61(Stile) Pert 9]19(Out) Part#61(St9e) Part 961(x2) Part 861 Part96] Part 967(Astragaq Part 961 Part 9118(Comer fart 9120(in) Parts 1131&932 Part 961 No.587 • • Recall (Corn.&Fxd Mount) _ O:� r0 20 �s,:JUOi_ ta'C fd/82018 A CHANOE8 fl9B7 ori ST 1E0' 1 IM owve DPANDANCHORAOE %nT`• fi7.OR10?• fj�. SERIES 770 ALUM.SOD-LM IMPACT �01}4B°f°0° IR27a.`.eeas •.� • mG iA![l 10r70H4 ar 7xRi oPAtRH A 800-M800-MNTS7 s POT0130 A P l dMrE 22 TABLE 3: TABLE 3A: Design Pressure(OP)and Anchor QuanNes Required,(Tor all approved conflguragons on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For caner astragal anchorage on 90•or 138°cater units,see sheet 11 (May be Ihntted by Table 3A) (Water Infiltration Raft Dom tlrtt ht SII Riser Height Table apPM to Glees Types 4,4A, W 84' 1 19a" (Flat or Box,see (+)Design 8,6A,7,7A,8&8A MW the SUI►/ - Sheet 17) Pressure,Pal Astragal types shorm Was. Anchor IOVp Grail a no nc roAnchor Gfatp Flush-1-1 2' see tate 3 1 2 3 1 4 1 1 2 1 3 1 4 1 2 1 3 1 4 1 1 2 1 3 14 1 2 3 4 1 1 2 1 3 1 4 --2-i-/F- + 87 resatrre + + MS um-3114' + .0 24• 17" HetAlll 04+1104+1 C4+1 04+1 C4+1 C4+1 C4+1 C401 C4+1 C4+1 04+1 C4+1 C4+1 0401 04+1 04+1 CA01 04+1 C4+=JjC4+1 4+1 C401 04+1 DLO Oil 8 a B 8 8 6 8 8 8 9 8 8 8 8 a 8 10 10 1010 10 10 P-hock 0+716+716,7 8+7 7+8 7+t'7+8 7+8 7+9 7+8 7+8 7+8 7+6 7+8 7+6 O a" 8+9 a+9 +8 8+9 8+9 SEE NOTES 1-3 Pressure +1-82.8 -76.0 1 o f 23' Head18IB C4+1 C4+1 C4+1 04+1 104+1104+11 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 TiC4+ 4+1 04+1 04+1 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6 8 10 10 /910 /0 10 P-hoak 5+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 T+8 7+8 7+8 7+8 7+6 7+8 7+8 8+9 8+8 8+909 8+g 8+9Design Pressure +/.90 0 pa► +1.82.5 pe +-7&0 PSI 20" Hn&SM 0C4+2 04+2 C4+1 C4+1 04+2 C4+2 04+1 C4+1 C6+2 C6+2 04+1 C4+1 CB+2 08+2 C4+1 04+1 C6+1 06+1 C4+1 C4+1 C6+1 C8+1 DLO Jamb NOV8 B 8 B 8 8 8 8 8 8 a 8 8 + 10 a 10 10 10 10 10 10 10 10 P-hook 8+7 6+7 8+7 6+7 7+8 7+8 T+8 7+6 7+5 7+8 7+8 7+8 7+9 8+9 8+9 809 a+8 8+9 1 8+9 1 8+9 8+9 8+918+91 e+9 Deslp P, +/8D O ilei +1.816 Psi +-78.0 pal OH LENGTH �+- 38' H906111 04+212L+2 C4+2 C4+2 04+2104+2106+210+210+2108+2 08+2 C5+2 C8+2 C5+2 C&+2 C8+2 C5+2 C5+2 C5+2 C8+2 C8+2 C6+2 C5+2 08+2 DLO Jamb 8 8 8 8 8 6 8 8 8 8 10 8 8 8 10 8 10 10 t0 10 10 10 10 10 S rc Pow* 1 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 8+9 8+9 8+9 8+9 8+8 8+9 8+9=8r8 8+8 I8+8 6+8 8+8 g+9 8+8 ill OH RAT10 2 1 Deelp Praaews 4"Oow Sae Nola A balm +14me W +1-76.0 PSI! g F4V- F00 Headl8i6 04+2 04+2 C8+2 C8+2 CA+2 C8+2 C802 CBt2 C8+2 C8+2 C8+2 a Ce+a C6+a CB+z CB+a C6+2 2t2 C9ta t�+2 CB+x C8+2 C6+a C8+2 Jamb 8 8 8 8 8 8 10 8 8 8 to 8 8 8 /0 8 t0 10 10 10 10 10 10 10 1 P-hook 6+7 7+8 17+817+81 7+8 8+9 8F9 +10 8+9 8+8 808 8+8 8+9 8+g 9 8+10 8+10 8+9 9+10 9+10 910 8+91900 9+10 9+10 _J__ FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A;+/-90.0 PSF FOR GLASS TYPES 4,4A,6,8A,7A,8& +/-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO..2H LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILLOH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 48.67 PSF MAX WHEN USING THE 3.114"SILL,POSITIVE WATER DLO WIDTH= NOM.PANEL WIDTH-7" DP IS 80.0 PSF MAX.WHEN USING THE a SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4',3-IW AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND DOOR UNIT HEIGHT-10.126° MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN •••• TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA _ • • BUILDING CODE SEE ADJACENT DIAGRAM INFILTRATION ;THIS CONDITION IS NOT RATED FOR WATER . PANEL HEIGHT BUILD •••••• ( ) DOOR UNIT HEIGHT-1.888° • • • 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. •• • •••• • 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. ••••• ••i• ••••i• 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. • THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. •••••• 0000 •• • • • Straight Astragal Lockstile® 90°Astragal locksdle® 135°Astragal Lockstile @1 interlock P•hook Lockstile@rIamb nma Assembly Straight Astragal Assembly 90'Astragal 135°Astragal •� ••••• ddkta i�s • • Heavy-duly Stiles Heavy-duty Stile Heavy-duty Stile HeaW-duty Stile Hear/-duty SOle Heavy-duty Stile Heavy-"Stile Heavy-duty Stile Heavy-duty Stile • • ••••• Inside As Heavy duty Astragal Outsidecorny • - •i •••••- Comm • Itgide . •�V�cL br11 '�fi b• ••••••-em � insldp Co •i>.4 • .- •••••- Part#62(Stile) Part#61(Stile) Part x119(Out) PaK#61{Stile) rt•;r: • No.55765 •i 1• • - Part#61(x2) Part#61 Part 461 pa„#68(pstragan Part#61 Part#�Receiver) (Com Part 8120(tn.) Paris(ar&31 #32 Haunt) Part#61 _ •• • re:: W1at8 A CXkYOEBTIRB& r d10�' �}.••. 8Y •�L� farorraavaa+raava DPANDANCHORAQE ,o'•f<oHtn?.•'� AtveFt9rara u. %. Cts �� IsmaF Am �WXGW °V %, ornSERIES SGD-tMIMPACT ; sw.n r --- GP.F MT3a auti ;JR; 160H4 CMOFAUM AWM SWIM a •22 PGTO130A t` P.E.056 a NO FRAME '7+8P-HOOK ANCHORAGE CONSISTS OF: SEE"CS"CLUSTER SEE JAMS (7)P-HOOK ANCHORS, SEE"C6"CLUSTER MAX.UNIT WIDTH '^ R ASTRAGAL REQUIRED(� TAILS,SHEET 10 SPLICE (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE'C5'CLUSTER DETAILS, NOTE. EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C8" SHEET 10 FOR INTERLOCK 24"MAX.O.C. POCKETS CLUSTER,SEE THIS AND �"�M DETAILS,SHEET 11 x x SHEET "; SEE POCKET g P-HOOK PANEL WIDTH JAMB () _ x x x x x x xxxx 8"MAX INSTALLATION, MOUNTING p� 6•MAX• �8�-L x x x x x x xx x x x x THIS SHEET ANCHORS MIDWAY L 3.MA x x &SHEET 14 BETWEEN P-HOOK i 0 4 PAIRS OF ANCHORS&AT 3' C x a FRAME x ANCHORS FROM TOP& i ®I:(i. ANCHORS ` ' 96' BOTTOM i 14' UNIT 21' AivCHORS) 4.051" MAX.TO OPENING Mo AX -1 14•MAX.O.C. ®a P-HOOK HEIGHT O C PER JAMB EDGE OF POCKET SEE 1 t ( x x� (SEE JAMB INSTALLATION i 0 ®� ' DETAIL DETAILS'Jc'8'Kc', i E �0� M 0 a P-HOOK BELOW) END PANEL SHEET 14&PART ®� i i X MOUNTING ANCHORAGE DETAll3'J'&IC, i 1 1 1 0 3•Mqx ADAPTER x 24'MAX. (2 ANCHORS) SHEET 19 FOR ANCHORS x O.C. P-HOOK -----B�MAX 1 x x "+2' ANCHORS ENO PANEL x' x x, x x x x x x x x x x x x x ` x, i EPID PANEL ANCHORAGE x x x x ✓ r MAX ANCHORAGE(SEE ANCHORAGE x' x x x x . x' �.+2' ,+r SKETCH BELOW) (SEE SKETCH BELOM ,•+y �'+2' •+2' ANCHORAGE ANCHORAGE CENTERLINE Ir MAX.,TYP• ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04' 24'MAX EXAMPLE:5-PANEL 2 TRACK,90"OUTSIDE CORNER- XXIXXO-EXT.MOUNT POCKET ANCHORAGE PLAN: IV O.C. 60"x 96°NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2 SHEET 7) 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS FXTE HEAD OR SILL IF A SPLICE 60' CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21• OCCURS AT THE P-HOOK. NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX, PANEL SEE"C5'CLUSTER ASTRAGAL.LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. •••• WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM • • FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY '°p1°88 6.84" • • • •+2°ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR ••••• •• • ••••:• CLUSTER IS OVER 24,OTHERWISE ANCHORS ARE NOT 6'MAX. • 3.5' REQUIRED AS PER THE FIGURE AT RIGHT: CENTERLINE JAMBS&P-HOOKS:8'MAX FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS).14"MAX.ANCHOR ••••• • 000*** OF PANEL 2 O.C. (P-HOG UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME A 0000 •• • • • P-HOOK ANCHOR DETAILS ON SHEET 14. FRAM£JAMB ••okl%I u a15MI<• ••••• ANCHOR PAIR Pte" • • REQUIRES `+2°ANCHORAGE SEE"C6"CLUSTER END PANEL CENTERLINE CENTERLINE CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE •• ••••• • DETAILS,SHEET 11 FOR ASTRAGAL ASTRAGAL. (2 ANCHORS) 8" •• P�•dad •• ***Go •• INTERLOCK I. i • 4.051" 3.5° MAX I •• •• • f1, CENTERLINE "+2'ANCHORAGE CENTERLINE •+2°ANCHORAGE OF r157•EXTERIOR " OF PANEL 3 OF PANEL 41OF PANEL 6SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS (a frz V so 10l820fa A CHANOE8TlBBSt�f a AAICHORAOESPACIAIG&EUMPLEPLAIVS %'�cs;.��oaia�.. N.Yom lar.wowx 1aly+eateao SERIES 770 ALUM.SGD-LM IMPACT ;�(77��N'__h,�--l`.````�;�`' d•e,d1e•! •re 4.,�yan AK A.LYlSY iex,RE JR• 10110114 �`x` CEr»:OFAun�.MO SOD-M NTS 9 a 22 PGTO130 A PRA58ms ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION e"DWG. INTERLOCK�IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK+"IF NEEDED 2.04" 2.04' CENTERLINE i CENTERLINE "Cr CLUSTER DETAIL) CENTERLINE 1'76" 8'DWG. 3.6 21 1.75° MAX. O.C. EPo 42.0-Ir 2.04" 2.04" 21" 6.84" MAX. R�OR 3'5" 7" ExrjE(, 4'DWG. 7, ExTeRloa ., 7` 3.5' I• O.C. 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 10 2-TRACK FRAME HEAO/SILL 8"MAX. d6.64' 0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK AASTRAGAL OR INTERLOCK 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 8"MAX. ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,'C6') ANCHOR PAIR t4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 8°DWG. FRAME JAMB INTERLOCK�-�IF NEEDED INTERLOCK CONDITION.USE INTERLOCK-1 IF NEEDED ANCHOR PAIR CENTERLINE i CENTERLINE "C("CLUSTER DETAIL) CENTERLINE 2.04" 3.6" 3.b' 7" 3.6° ANCHORS MAY BE INSTALLED u 21" EITHER IN THE EXT.OR INT. 2 Oy. 4"DWG. MAX. TRACK(INT.SHOWN) 408' 408" O.C. 2.04" 6,84• NOTES: 4°DIAD 1.ALL DIMENSIONS SHOWN E�ctEwoa (�,og ERS 3.6' ARE BASED ON MIN. 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 8� Q-ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK 2.FOR HEAD SILL (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER $TRACK FRAME JAMB LOCATIONSIANCHORAGET AAT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CS') ANCHORS ARE REQUIRED,'C8°) ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR FOR SPLICED • • INTERLOCK�IF NEEDED INTERLOCK (FOR SPLICE INTERLOCK CONDITION,Do NOT CONDITIONS ONLY: ••• i 0000 000006 CONDITION,USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE 1.7b" CENTERLINE *Cr CLUSTER DETAIL) CENTERLINy IF NEEDED ••••• of:* ••••i• +- 3.6" -"I 3.b" 3•b" T 3.6' 00000 • • • •••••• • 2. 2.04" • tl0e r� ••••• 04" 4"DWG. 2.04' 4`DWQ, • • • • ••••• 2.04' 6.37°DWG. 'DWG. • 4.08' • •• •••••• 4"D i 2.04' • 4—k• ' • • • 3� • `� CNY Lyfw •••••• TEX ERIOR ERTEWOR 7• T 3.6'` : �.A� •'�10ENILc'•..'f'�� •••••• 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL •j,l,:• •.,may • • @ ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK _ No.58 (USE WHERE 4 CLUSTER (USE WHERE b CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'Cr) - 1 •• '• ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"CS-) WITH d WITHOUT SPLICE CONDITION � ••u LJ,�o�S .lir. �'Op•'•., st TE �av,' 8C iQBP" A CHANMTM8smw �.�h •.FLVRIOP.''�•�� ,v, �,�,,E ANCHORAGE EXAMPLE CLUSTERS N.v ase�e ,•• •�''1014AL< SERIES 770 ALUM.SGD-LM IMPACT Q.�aas or'v 10ii X LYB% P.E. W;WKPGT030 A "Ra/t4 J'NTS 1'10 -22 P£A8BT05 2.04" 2.04' �N� 2.04" INMROR 2.04" NOTES: NI ENOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN ?4'DIAG. 4'DIAG. 8•I" ARE BARED ON MINIMUM 6.12° 6.12" 3.6' 3,g" ALLOWED. INTEWE Og 7• IrrtERi INTERIOR 2.DETAILS DEPICT ANCHOR 90 ITY AND SPACING, 3. 1 ° EXTM31OR 1 ° AND WOULD E IDENTICAL R10R exrE i 4'DIAD. 4"DIAD. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.6° 4" 3.6° 4° TEX ERIOR '+1°ANCHOR 2.0n ortTERtO 2.04' 4• 2.04. 7" 2.04' 54' } 90•CORNER 90'CORNER 136°CORNER 136°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER (USE WHERE 6 OR 8 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER CENTERLINE ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,'CO-) ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,°C8') OF PANEL 4.08' "+2"ANCHOR INMRIOR INTEROR - 4.08" •+1'ANCHOR 2.04" 4" 7.41" 4"DIAG. INTERI 3.6" iNTERI�i 3.6" !!• 7• 136' EMe R CENTERLINE 3 3 5° OFPANEL 4.08" 4.08" "+3"ANCHOR 6.37 7• CENTERLIN€ 2 04" 3.6" 4" 3.6" OF PANEL 1 Z10 a DIAG. �—7" EXTERIOR ON EXTEMOR7" 4" INTER=OXTMg ALL "+2°ANCHOR 3.6' 90'CORNER 13W CORNER VIEWS 7° 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 0 CENTERLINE ("C8"ANCHOR CLUSTER REQUIRED ('C8'ANCHOR CLUSTER REQUIRED L OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) q• TRACK FRAMEtffDISI L INTERMEDIATE ANCHOR • 6.12' •00000 INTERIOR EJN1 R RIo 2.04" • • • 2.04" 1 3.6« •• 0 :••• •• CENTERLINE 00.00 00.0 0.0000 4' EXTERIOR INTE b.88" OFPANEI • •0000 • • • INTERIOR 4. 3.6" 1 "+3'ANCHOR •••• 0• 0 :*so*:0.0•i 04' 7" 0 eduampD�gwifa it 00000 G 3.6° 4.08' • c a • 0 0 1 0 0 0 6.12° 4" G. 6.12° • Dim T ExT • •• •0000• • 3.6" 4" • 204' EXrERI 7" 4'DIAG. q• 3.8' CENTERLINE (LYNY �� • •••••• ��R ZA7 .`0 Slat.... .�.,�( �i • • 90'CORNER 136°CORNER OF PANEL ;a y •....... V ••.dp '� •••••• �i T'♦ 0000 • • 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL .. ('CS"ANCHOR CLUSTER REQUIRED ("CB'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT i}O +A• :• AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) = OC7 w 146=6 ACHANGER TWSKEET AW F, ANCHORAGE EXAMPLE CLUSTERS �COMOP • , [�G I SERIES 770 ALUM.SOD-LM IMPACT %,:;,�U�1!>Izc�; A A.L P.E. �q "� CERf.CPAUlNI1 M sonn6 NT3 14 u 21 a..uu PGT0130 ro« INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 #.. Woo EE TABLE A SHEET 1 SEE TABLE A,SHEET 1 2-1H8"' 2-1118'• 2-1118"" NOTES: ExTEwoR 1/4" 114" 1/4° 1.ALL DIMENSIONS C] MAX. MAX MAX. SHOWN ARE BASED i SHIM ERt� f SHIM OXT SHIM ON MIN,ALLOWED. 2.METAL OR EMBEDMENT: SUBSTRATES MAY BE SEE TABLE A USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOODD ANCHOR TYP. 2XWOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET1.SEE ANCHOPtfIOTES TYP.,SEE ANCHOR SEE ANS OR NOTES SEE ANCHOR SEE P*.,yHOR NOTES TYP.,SEE CHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C. IS ®WOOD INSTALLATION �WOOD INSTALLATION ®METAL INSTALLATION MIN 4"(HEAD&SILL) OR 8'(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE AN*SHEET YP„SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4.SHEET 1 SEE ANCHORANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 6,SHEETNOTE 6, NOTE S. THE METAL SUBSTRATE 1(1/4'MAX) SHEET 1 1 SHEET 1� /4'MAX.) 1 (1/4"MAX)Emft,oR EXTPiR EMBEDMENT:SEE 2 2-1/18°' 2-1118"' TABLE A,SHEET 1 EDGE DISTANCE: EEDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 _ _ ® XTRACI(FRAME SILL 4- ME SILL WOOD INSTALLATION E SILL \W WOOD INSTALLATION `FwJMETALCNSTALLATION EMBEDMENT:SEE TABLE A.SHEET 1 •••• EDGE DISTANCE: • • •••••• EMBEDMENT:SEE SEE TABLE A, • • • TABLE A,SHEET 1 -"I SHEET 1 •• • •••• • EDGE DISTANCE: METAL ••:•• ••i• ••••i• EMBEDMENT:SEE SEE TABLE A, TABLE A.SHEET 1 SHEET 1 SEE ANCHHOROR ••••• • • • 2X WOOD EDGE DISTANCE: 2X WOOD NOTE 4,SHEET 1 0000 •• • 0•••• SEE TABLE A, TYP.,SEE ANCHOR SHEET 1 TYP..SEE ANCHOR 2- • n %:990 NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., • k• 00009 SEE ANCHOR NOTES • p •• •••••• WOOD ANCHOR TYP., &TABLE A,SHEET 1 MN.OF 3 • SEE ANCHOR NOTES WOOD ANCHOR TYP., THREADS • • &TABLE A.SHEET 1 SEE ANCHOR NOTES BEYOND THE LYN rr ••••i• &TABLE A,SHEET 1 6 METALEXTERIOR ME" !!.Aty t• 11/4"MAX SHIM �I Imo— �1 SUBSTRATE •y�*. \CEN i •i A.% 0••••0 C) 1/4"MAX SHIM —�I Imo— c 114"MAX SHIM --I I►— Nu.SS'ICa a, •-_ ® 2-TRACK FRAME JAMB ®3-TRACK FRAME JAMB 4 TRACK FRAME JAMB - •• ; •_ WOOD INSTALLATION WOOD INSTALLATION Iw METAL INSTALLATION memo STA,L Or so tmermta a CHAN 8;1s88tfEEr ;U,'•. u nanrs ANCHORAGE DETAILS ; �s^FioR�oP.••'c5�� SERIES 770 ALUM.SGD-LM IMPACT ''1 ON'F.i�t- %W11114f�P!OPAUI/L Q7B?� 80710 NTS 12 a22 o " PGrO1&7 A A.L�fIJNJWOO RE INSTAL I E NT.'SEE TABLE A,. NOTES: .�HEE EMBEDMENT:SEE TABLE A,SHEET I EDGE DISTANCE EDGE DISTANCE: 1.ALL DIMENSIONS CONC EDGE DISTAN SEE TABLE A,SHEET I SHOWN ARE BASED PE TABLE A,SHEET I Nc SEE TABLE A,SHEET I GO TE SHIM OR W(JAMS)SEE EMBEDMENT: 1w 1/4" To DETAILS,SHEET$ SEE TABLE A. MAX MAX. 0&11. $HIM SHIM PROPERLY,&ECUREO 1X CONCRETE ANCHOR LYSECURED`IX CONCRETE CHOR WOOD BUCK tYP.,SEE SEE ANCHOR NOTES& CK TYP.,SEE SEE ANCHOR NOTES& 0,WOOD13UCKTYP SEE CHOR NOT�& ANCHOR NOTE 3,SHEET I TABLE A,SHEET I NCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET i TABLE A,SHEET i ja 2-TRACK FRAME HEAD da 3,-TRACK FRAME HEAD 4-TRACK FRAME HEAD W CONCRETE INSTALLATION \Vc CONCRETE INSTALUTION CONCRETE INSTALLATION BE S& woo TYP.,SEE ANCHOR ODBUC .,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE ET1 TA13LE A,SHEET 1 ANCHOR NOTE 3. ETI TABLE A.SHEET I ANCHOR NOTE 3.SHEET I CONCRETE 2,1116" PER TABLE EDGE DISTANCE.' CON TE EDGE DISTANCE: CONCRETE EDGE DISTANCE* A,SHEETI SEE TABLE A,SHEET 1 PER SEE TABLE A,SHEET I PER TABLE SEE TABLE X SHEET i EMBEDMENT:SEE TABLE A SHEET I &SHE I EMBEDMENT:SEE TABU A,SHEET I - EMBEDMENT. j62h 2-TRACK FRAME SILL da 3-TRACK FRAME SILL 4-TRACK FRAME SILL CONCRETE INSTALLATION Wc CONCRETE INSTALLATION CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A.SHEET I EDGE DISTANCE: °°=°° EMBEDMENT: SEE TABLE A, 1 o TABLE ETI An ° EDGE DISTANCE: PROPERLY SECURED ®R SHEET1 ego* EM NT.SEE SEE TABLE A, IX WOOD BMU=CK TYP., LE A,SHEET 1 SHEETI ANCHOR NOTE 3. e SEE TABLE A, P ANCHOR NOTE 3, SHEETI S NOR NOTE 3, CO JCMU ANCHOR 2-1/1(r* TY .,SEE ANCHOR so ° ° °°°°°° ° ° ° SHEETI ORCMU PER TABLE A,SHEET1 I/V MAX SHIM da 2-TRACK FRAME JMB 3-TRACK FRAME JAM13 4-TRACK FRAME JAMS NCRETEICMUI CONCRETE/CMU INSTALLATION IgAmis GE DETAILS SERIES 770 ALUM.SOD-LM IMPACT 'Ilk tw vow sao-m . 11VfWf4 � ' INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.893'MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION ILLUSTRATIVE '„. CONCJCMU PURPOSES ONLY.SEE SEE ANCHOR NOTES ANCHOR TYP.,SEE TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 ANCHOR NOTES& ALLAPPROVED +". SEE TABLE A. (ALSO SEE TYP. a—TABLEA,SHEETI SUBSTRATES. SHEETI] ILLUSTRATION,SHEET 9) �; `• 1-1/4"MIN.EDGE DISTANCE fi DISTANCE:SEE EXTopm 3.SEE TABES 1 3, L A.SHEET 1 EMBEDMENT: r. 28 SHEETS 843 FOR j::.;;. REQUIRED P-HOOK SEE TABLE A ; P-HOOK MOUNTING 26 SHEETI ' ` ADAPTER CONC./CMU AND P-HOOK EMMOR MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., ANCHOR TYP.,SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES v P-HOOK ' `y `.,ri`' ANCHOR NOTES&TABLE &TABLE A SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE TABL£A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION.SHEET 9) 2•�•MIN• A,SHEET 1 EDGE DISTANCE ILLUSTRATION,SHEET 9) ah P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS –Jw.1 PARTS#18,#20.#22 OR#24, W PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES IA,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR EMBEDMENTSEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU : NOTE 4,SHEET 1: ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 ; ,..: {. • A,SHEET 1 SUBSTRATE 26 &TABLE A,SHEET 1 a ^ (ALSO SEE TYP. (ALSO SEE TYP EMBEDMENT: +'. ILLUSTRATION,SHEET 9) •••••• ILLUSTRATION, 28 SEE TABLE A, s••••• EMBEDMENT: SHEET 9) SHEET 1 r ( • • • SEE TABLE A, }. __j •• • :••• •• DISTANCE:SEE SHEET 1 T A SHEET 1 �' 1-1/4"MIN.EDGE DISTANCE ••••• 00:9 •••••• • 30 I—Ju 30 P-HOOK SMS ANCHOR TYP., P-HOOK CONCJCMU TER OR •••• •• • • • SEE ANCHOR NOTES EXTERIOR &TABLE A,SHEET 1 ANCHOR TYP„SEE •(�, ••pAd►cd a eonplwfd i9� ••••• ANCHOR NOTES&TABLE �/ • fe c • • (ALSO SEE TYP. 2893'MIN. A SHEET 1 2.893'MIN. AB rd•I�g •i •••••• ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE • ILLUSTRATION,SHEET 9) •ay • P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS ••••i• f PARTS#18.#21.#23 OR#28. PARTS#19.#21.#23 OR#28. may,�0 �!:Y l�� • • METAL INSTALLATION MOUNT CONCRETE INSTAUATION EXTERIOR J U�:�cer�sF'••6p •s•••• (SEE TABLES 1A,2A&3A (SEE TABLES 1A,2A&3A MOUNT • Q • ••i• • • FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY Na• II'0�••'.i !Y RAW 8C 10182016 A T}W 8{igEET :1C).'•. ��TE O `V1 ANCHORAGEDETacs la"w* aft ,t�.Ftaawa.•'G B„y� SERIES 770 ALUM.SGD-LM IMPACT 7�yq� sw.rms ' LfdMdfSwMm a.E JR JWf0114 cmrlcFmm��a�e saano NTS 14 d 22 PGT0130 A yr mems CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 INTEOR Po SHEET 18;INSTALLATION WIDTH DETAILS'AW&'Ae,� EXTER OR SHEETS 12&13 90' PANEL PANEL PANEL CORNER DETAIL'N2', M PYPE ANEL TSE AS' TYPE x SHEET 19&CORNER �Q +ANOM. UNIT ANCHORAGE SHEET 11 III NIT MAX, r MAX. HEIGHT INTERLOCK DETAIL PANEL WIPANEL � DLO PER •M',SHEET 19 HEIGHT SEE PER HEIGHT TABLES OXTOM INTEMOR NOTE 2 TABLES 1-3 1-3 �t, JAMB DETAIL'07,SHEET <3 18;INSTALLATION DETAILS X X 'Gal&Gd,SHEETS 12&13 SILL DETAIL'D',SHEET 18;-7 90° INSTALLATION DETAILS EXAMPLE:906 INSIDE CORNER,4 PANELS-)O/XX Dar&'De,SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT-DOOR UNIT HEIGHT-10.128' PANEL HEIGHT=DOOR UNIT HEIGHT,,-,1n8' #8X1' • • ••66.0 #10 X 1-1/T PH SMS • • • • PH SMS •• • 9999 • Io •0••6• 9999 9999•• • 906.0• • • • 06.0 •• • • • •MA►d►d ncae lea •6 0.0 pa leg • • •ORrI • •6••• PANEL CORNER FRAME CORNER "MAN - • DETAIL DETAIL go, •• • NOTES: ( ,�10 I.. ..o..�!`c • • 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS"FOR MAX. b y �TceabSE P ••••0• PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. Ci<': •Sri 0. • • 2)(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. %t No,50'1650.0. 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. LC sc f( DIE A CHANM IMSMUNOW ANCHORAGE DETAILS/EXAMPLE ELEVATION - c�'... a, a..• F .,,naw. NOW � SERIES 770 ALUM.SGD-LM IMPACT ''�,;SI(7NA.L�G srwbrs e"+e � e o.ryan JR fo tort4 a� C,ERT CFAU►H.lPMM 86D 770 NTS 15 s 22 PGT0130 A P£L w CONFtG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 //' M SHEET 19 OPERABLE JAMB DETAIL'G3%SHEET 18; -A '��-INSTALLATION DETAILS'Gw'&'Ge,SHEETS 12&13 �ED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL'A',SHEET 18; DLO' JAMB DETAIL'G3',SHEET LLLSHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILINSTALLATION DETAILS'Aw&'Ac', WIDT 18;INSTALLATION DETAILS DETAILS Gw&Gd, L2,SHEET 19 AW&'Ac',SHEETS 12&13 SHEETS 12&13 •Yp "�'Gw&'Gc',SHEETS 12&13 SHEETS 12&13 > Io' INTERIOR PANEL PANEL PANEL PANEL MANE PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL TYPE TYPE TYPE M',SHEET 19 ! ,R. 1_' ,0, § ,A MAX. ,CS. ,A3, ,K, MAX. ! UNIT 90°OUTSIDE CORNER / NOM. / / UNIT NOM. HEIGHT. DETAIL TI1',SHEET 19& HEIGHT SILL DETAIL / / CORNER ANCHORAGE PANEL / PER / WIDTH TYP. PER 'p',SHEET PANEL � SEE SHEET 11 MAX PER SEE TABLES 18; MAX / IMDTHTYP. TABLES DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1 3 , irrtERioR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 16 EX 'DW&Dc', NOM.PANEL 0 Cx b X' SHEETS 12 G] �j XI WIDTH TYP. 1 &13 , I X X X PER TABLES SEE FRAME& MAX UNIT WIDTH --� J� I—� "rte —� MAX UNIT WIDTH 1-3 PANEL CORNER SILL DETAIL TY.SHEET 18: fI� MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 (2-TRACK). 'DN+&'De.SHEETS 12&13 EXAMPLE'90°OUTSIDE CORNER-XX=(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS 1-1'& -INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS'W& ! L2,SHEET 19� -1 INTERLOCK DETAIL'M',SHEET 19 V,SHEETS 12&13 �ijHEADER DETAIL 1 JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&W,SHEET 'B'.SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'IT,SHEET 18;INSTALLATION HEADER DETAIL V,SHEET PER HW&'HB,SHEETS 12&13 'Je.'KW&'(c',SHEET 14 DETAILS'Bw&'Bc', DETAILS 1W&'ie,SHEETS 12&13 18;INSTALLATION DETAILS SHEETS 12&13 'CW&'Cc',SHEETS 12&13 •••• MAX.UNIT WIDTH --- t~ MAX.UNIT WIDTH • • • • • PANEL PANEL PANEL PANEL i, PANEL PANEL PANEL PANEL • • TYPE TYPE TYPE TYPE ••:•• •••• •••••• TYPE TYPE TYPE TYPE { ,M, P 'P 'P' 'R' L' 'M' F MAX. •••• • • :••••: MAX.UNIT n HEIGHT / / PANEL / i h PANEL HEIGHT • ��'a ` �i• ••••• PER h WIDTH TYP h / / WIDTH TYP. / TABLES • • ••i••• SEE PER i MAX PER • TABLES MAX'DLO NOTE 2, TABLES 1-3 i NOTE 2, DLO TABLES 1-3 1 3 • s Pwdaa •• •••••• HEIGHT SHEET 15 SHS 1 HEIGHT .r� •� •• O X X Xi X X X 0 �'S��N��ceN `��/! • • NAS,• ••1,•� • • EXAMPLE:0)=p SILL DETAIL`E%SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; 1•k..50:105 •. • (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS — •• :• W&'Ee',SHEETS 12&13 Fid&Fc.SHEETS 12&13 lsT ' Irjf0/8/10f6 ArcEXAMPLE ELEVATIONS7E V64M FL 2tm SERIES 770 ALUM.SGD-LM IMPACT _ �';SNNAI. (B1QI80•f6� 0.LY'didl�ni0.LEI1,P.E JR 7o fo/f4 cm orAunl sae amino NV 16 -22 POT0130 A P ra�os PANEL'S RIGHT STILE TYPE PANEL SINGE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAOAL ASTRAGAL ABTw`M INT t OMM EXT CORNER EXT CORNER INT CORNER ExT CORNER En CORNER INT CORNER INTERLOCK INTERLOCK STILE W/HANDLE SOX OUT BOX IN Box OUT BOX IN �l HANDLE +�LOCKSTE 80 RECEIVER 90 RECEIVER 60 RECEIVER 36 RECEIVHANDLER 35 RECEIVER TYPES OUT IN w/HANDLE W/HANDLE Wr HANDLE w-•/�HAtm�LE W!HANDLE W�HAI�aLH a MB Wt HANDLE w�HANDLE —715PAt „e�iJ ae, •„a eel s ' to ee INW � F PP K L TR TQ TC TA TV TW OUT (emcdn7 I� nr 8 E P A C rC SQ SC SA SV SW =_ g ° RR R S S FD FC FV FW mam L HANDLE D M Imam (wxoq_ ,HANDLE LU ASTRAGAL LR PANEL NOTES: a W HOUT HANDLE �� 1.SEE DP TABLES 1-3,SHEETS 8.8 FOR PANEL SIZES&DESIGN PRESSURE. LU eo IONAL N LEFT Q NrE RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J WI HANDLE ammo PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS ASTRAGAL - T U STILEanfam STILE AND ARE NOT AVAILABLE. N Box our - 3.�°ASTRAGALS TO USE HEAVY-DUTY STILES amam omaln (#81),CORNER RECEIVER(#118)AND EITHER ASTRAGAL T U PANEL'E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(0119)OR INTERIOR(#120)CORNER LL) Box APPLICABLE STILEIASTRAGAL REQUIREMENTS. ASTRAGALS. J coxa/ mm" 4.133*ASTRAGALS TO USE HEAVY-DUTY STILES co goLCORNER OCIMLE RT Cl (#81)ANDCORNERADDON(#31), w ExT�, a a SILL RISERS OPTIONS air e6LOCKSTLLE QT QS W/HANDLE S1, •�, .air '�— .oea' •••• D. EXT RECEIVER CT CS RIOR aer �1 4.08F • • •••••• fir' 3.3W F.-.0 • W/HANDLE 2.8ab'WRECEFVER AT AS DFINT COMER I rr _w/HANDLE �sr CORNER #„e CF ,a'F USHISEF/2' T• O LILLOWRI3�FLAT MED ULL IM.3 1/4�T 24 HIGHR4� FST •••• •• •• i••••i 00 RECEIVER .TSG' • cduwmPlw>fitu.• ••••• EXT GARNER VT VS VF Jew • • 136 RECEFIER /SRI,R $ • ••••• W/HANDLE #6 EXTERIOR (�� .TaO' E I .08Y fir' .Gar - •i •••••• 136 RECEIVER NTCORNER >i'.i, � 1 � Y-' '� � 3.306' 4�• •(�. �- 5RECEILE WT , WS WF �r - ,."r n `MUNI LYNN �� / • •••••• 18' SILL RISER.BOXI• O SILL RISER,BOX SILL RISER.BOX 26 SILL RISER.BOX ;s} : • •i•i • • FLUSH.1-112" LOW,2-112' O MEDIUM,3-V4° HIGH,4' ` 1..587"3•��`�r •NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 8 8 -•O �a�jlCr g3'• f�1 If •'It/ 8C tB D16 A OWNES DO SHEET °�'f01O (J�•., i.7'k�O � ,omTscaoroaooraws PANEL TYPES 75WW aft vHAD-1 SON SERIES 770 ALUM.SCID-LM IMPACT (BH14B4,BP0 wwwrme sewn mraaa AAPF. P.E.OWM.'CVNwIaaxEit. JR 1Q/f0/14 aAc CBRr OFAV!/L 9�16S 86D 770 6 17 a 22 PGT013n ASSEMBLY DETAILS 188 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 88 OR 61 108 14 188 OF JAI BATH 14 iS-t 17 6 � 80 OR 81 18 8 88 OR 81 Gt 0 �OR et 2-TRACK JAMB 2-TRACK JAMB (SHOWN 6 SEE DETAIL 07 CLIPCLIP#1� WITH FOR FIXED t06 8'LONG WI RETAINER#108 OPERABLE 80 PANEL CLIP 1Q- 1t3 MIOSPAN (SHOWN WITH PANEL SEE DETAIL G2 �: FIXED PANEL TO 1 113 7 Kt�l 103 ° FOR FIXED l"J THE INTERIOR) �E R PANEL CLIP a t� OR 61 �EXIE�RI R 14 16 6 ® 0 ® 18 17 123 FULL LENGTH 48 e0 0R 81 J�L oto x 3!4' OF JAMB 2-TRACK JAMB 2 TM— RACK JAMB fvl TE ERIDR !Vl�xTERIOR `f I�EXTERV �O� SMS,X 3 CLIP OR#105 61 62 WI SCREEN 8'LONGW/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB ® (SHOWN WITH Flt (SHOWN WITH ®(SHOWN WITH H (SHOWN WITH , (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) ,UExrEr6 'o OR 81 THE EXTERIOR) S3 THE EXTERIOR) THE INTERIOR) 2 112 1 3 (4 1 45 6 113 6 113 8 52 61 gg EXTERIOR 89 F TER�i a a a _ SHOWN WITH W FRAME W/SCREEN �FFRAAMMHEAD FRAME HEAD HECK IGHT PER •••s .UNIT OPT.SCREEN A FRAME HEAD TABLES 1-3 • • TRACK • •••• •••••• 89 • • 83 ••••• •••• ••••••_ R 62 61 72 OR 73 a 72 OR 73 I 72 OR 73 •♦�PNM�E aAblaiaWYEr • • 11 �'' • 8 •••••• • 113 9 9 it 10 11 •N0A•,a epm,Auctl b •• •••••• 48 47 EXTERIOR112 • 6 113 1t3 •: : •••••• a 5 6 ONVIYNNjjaA!// iii• ••••:• 2-TRACK WISCREEN dRjkTRACKgoSAITRACK ;: •! 4 �" :� • FRAME SILL E FRAME SILL F FRAME SILL ;zs :• • •rt •••••• Nn.G6"IDr•••• •: r,' •••••• 'REM 81 SHOWN,ITEM 80 ALSO APPLICABLE,SEE TABLES � �/' 1-3,SHEETS 8-8 FOR DP(PSF)ASSOCIATED WITH STILE. •f1; J 4 rY- • • 1W&1arm }••., STLAOI RtOCiP•• SC GNAATH85EEVERTICAL SECTIONvo. 51g �a ! •� SERIES 770 ALUM.SOD-LM IMPACT 'i`,'�UI`1��"E;1 �1} mtlba,e aw�cw x�r. A LYNN 11�i1. �P.E. JR ftY1N14 ae�c CERT OiAU►l4l2 69 BOD 770 MTS 18 a 22 PGTO130 A REP 69706 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 8 4 INTRWR 99 118 *!M�FIQR 30 7 11 113 83 27 103 82 111 83 80 OR 81 00 OR 87 88 29 14 120 0 86�,EXTFRI 111 'TERIOR INT R v P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS a ( R INT.MOUNT) �EXT.MOUNT ONLY 90° p� pRT q� 80 OR 87 78 8107.11 107-1 B1 10 8 INTERLOCK 14 113 80 3 GD 81 gt 118 8 (1, 113 EXTERIOR 113 11 o 113 103 178 07 88 je STANDARD ASTRAGAL INSIDE L1 WITH STANDARD STILES �WITHEAVY-DUTY STILES 1151 1 2-HEAVY-DUTY ASTRAGAL#68 0TRACK OWN SIDE NER �2-RACK SHOWN CORNER 'ITEM 1181(HEAVY-DUTY STILE)SHOWN,ITEM#80 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-M) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 8.8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIgR 31 7107-11 0000 41NTERIOR • S 8 4 NTERI ••• 0000 0000•• • 135° •• • 0000 • 00000 0000 000000 •�I��nmisMfduewb►1i� • • 11 Me+Idn 8dA ••0.0• 7 135° • • • • • • 14 B gt 32 103 • Oak pridifixiIeff • 0000• 81 81. •�• • 0000• 32 • 11 8 • 0000•• OCK3103 81 P 7 0wy,��:y 1YPIN t(jj�! �i •0 75&1 071 T 1 14 135°INSIDE CORNER r:;•'..... '' • ®2-TRACK SHOWN =2':• • •: •••••• ® 35°1OUTSIDE CORNER = ••'i'+ '�:• ido.5870 O7 2-TRACK SHOWN - i :: i•••• sO tCHANGES Ti088i/EET °`10" aTA�i •:4� 1a7orEc�nro�oorr HORIZONTAL 3ECT/ONDETAILS,CORNERSMGM :ate. .• FcoluoP.•'"G •. �„y ,�,FL SERIES 770 ALUM.SOD-LM IMPACT /p;I�� aa..ems ®.e mr•w /Lt/0 JN- PE tm10H4 Mr.OFAOTH./�M SGDL773 MTS 18 �22 POT0130 A PEC68705 Item POT PGT# Description Item POT POT# Desodpdon NOTES: Dw .# Dw .# 1)ALL ALUMINUM-6063-TS 1 17308 Bt 2-TRA HEAD UANEWIRUSEAL DUWISEAL SPACER(COMPOSITE 2 1730;3 817303 2-TRACK HEAD WITH SCREEN RAL 50 SEALANTIDESSICANT)of CAROFIAL)L EDGE SPACER 2)ITEMS#33-U,'67-69,66,78,84-99, 3 17300 817309 3aRACK READ W 17326 817325 PANEL STILE 121 B 122 ARE NOT USED AND ARE 4 17312 817312 4•TRACC HEAD 81 17328 817320 PANEL 801.E QIEAVY DUTY) NOT PART OF THIS APPROVAL. B 17314 817314 FRAME SCREW COVER 62 17327 61732.1 NfERLOCKADAPTOR 6 17317 817317 FRAME HEADI MB ADD-ON 83 1226 OTP248 VINYL BULB WSTP.-TNN(INSIDE INTERLOCK) 3)USE OF#12 OR#13 REQUIRES 7 17366 0173114 24RACK SILL 64 1729 7t729 SILL END WEATHERSTRP PAD MIN.HO SMS 4'3/18"MASONRY B 17361 617301 2-TRACK SILL WITH SCREEN RAIL 65 11328 817328 INTERLOCK SCREW COVER ANCHORS�24°MAX.O.C. 9 17301 817387 3-TRACK SILL 87 17329 8173'!9 ASTRAGAL 17310 617310 4 TRACK SILL 69 17330 817339 HEAVY 1Y ABTRAOAL u) 11 17313 817313 FRAME SILL TRACK INSERT W 17324 817324 &60T10M RAIL 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EEWENSION BNJEOTION MOLDED) 13 17318 817318 FRAME SILL SCREEN E4DADD-ON(SEE NOTE 3) 11. 1895 71885 1-U2"X 1-X374-HIGH FIN SEAL DUST PLUGS 14 17305 817MB 24RACK JAMB 72 8153 78153X TANDEM Sr.STL.ROLLER ABBY. 16 17302 617302 2-TRACK.UWBWITH SCREEN RAL 73 8163 7SI53N TANDEM NYLON ROLLERASBY. 18 17308 817308 3-TTULCK JAMB 74 SLK:ONE DOW-99,DOW-995 OR GE-7701) F21 17311 817311 4-TRACK JAMB 70 5188 ?Sioux 0EMDR MORTK E 3 PLY DUAL LOCK WA TRIM PIATE 173'12 817322 SILL RISER-FLAT,FLUSH,1-U2" 76 71032xiFPFx @1032 X1"FL 8S SCREW W7 TYPE"F"TIP 817319 SILL RISER-BOX FLUSH,t-112" 77 710 1032 STEEL ZOIC U-NUT 17321 817321 SILL RISER-FLAT,LOW,2-112' 79 11367 817367 1-K3 BEAD 17318 817318 SILL RISER-BOX LOW,2- a 8o 173611 617359 7118-BPAD I PDIFD PANEL CLP 17386 817355 SILL RISER-FLAT,MEDIUM,3-U4" St 17360 817380 9718°BEAD 17354 817354 SILL RISER•BOX MEDIUM,3-014" 62 1224 OM47K VINYL BLAB WEATHERSTRIP 17323 817323 SILL RISER-FLAT,HIGH,C 83 81745 1748 OWE NC,U2'X 111V SOL SIDE AM TAPE,POLYETH. 25 17320 817320 BILL RISER-BOX HIGH,4" 100 8052 48052 ROLLER ADJ HOLE PLUG 26 17333 817333 POCKETP4100K 101 7 JAMB BUMPER 27 7070 87070 NEOPRENE BULB WSTP FOR P•HQOK 102 1898 71898 DUST PLUG 28 17334 817334 POCKETP•HOOK MOUNT 103 BIBB 781NX P KEEPER 29 17335 817335 P-HOOK COVER 104 653 7SOKEEP SCREEN LOCK KEEPER 30 17346 817348 POCKET Pf100K FOR SO XIUSER 165 17344 817344 FDRD PANEL CLP-W LONG 31 17378 817378 135 CORNER 108 17352 817352 FINED PANEL RETAINER-9118' 32 17378 617378 135 FDEO MOUNT 107 1739 71739 HANDLE KIT-NTERKIR RAID WITH THUMB TURN ITEMS 4663 ARE SCREEN PARTS: f0B 1140 71740 HANDLE KR-RASED EMERIOR HANDLE 40 4319 812258 SCREEN SIDE RAL-LOCKSTLE 109 1731 7ele2SN HANDLE KR-RECESSED NTERIORWRNTHUMB IURN 41 7LOCKWOSK SCREEN LOCKSET Ito 1732 78778 HANDLE KS-RECESSED EXTMI PULL •••• 42 41618 SCtEEN KEEPER SPACER SET 111 710Xt4PP80AX 010 X3/4'PH.PN.IEK•S.S. • • • •••• •••••• 43 SIR 88152 SCREEN INTERLOCK AOAPTER 1% 1235 87818 WSTP,.270X.170-FIN SEAL • • • 44 4428 84428 SCREEN DOUBLE NlT-7tLOCK 113 1712 84088 .187'X.230'FNBEAL •• • •••• • • • 45 4317 8148 SCREEN TOP RAL 114 1101015M 610 X 1-1/2' ••••• •••• •••••• 46 4318 812257 SCREEN BOTTOM RAL 115 71MPPT @10 X T 47 689 7SRAZ STANDARD ROLLER 110 72WX 01420X1"S.S. •�IR�A+•d®m,ePLYluBwipMl• • • 40 809 76RAX STANDARD ROLLER-ST.STL 117 720X112X 01420X1-172.8.8. • • a p) :••••: 49 4344 84344 SCREEN ASTRAGAL Illi 17330 III= 90 DEGREE C09M RECEIVER •fWA0 •• ••••• 50 17349 817349 Om SCREEN ASTRAGAL ADAPTER f 19 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL 51 1892 81892 SCREEN SPLINE-.105• 120 17330 8117338 00 DEGREE INSIDE OMER ASTRAGAL • ••••• 1 52 1896 81894 SCREEN SPLINE-.180' 123 17352 817352 FOO=D PANEL RETAINER,711' 1mv •••••• 53 61818M SCREEN CLOTH . •••`�\ O. .ENSF Ize ' 54 1725 I1r X C X 7/18"SET.BLOCK,NEOPRENE 85 h5 J •V •• • &R 1720 l"X4"Xtl18"SET.BLOCK,NEOPRENE 65-/-5 �I t)n.Sow.• . •••••• NOTES: = • = • • 1)ALL ALUMINUM-8063-TS • • - •••••• 2)ITEMS#33-39,57-69,66,78,84-99,121 A 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. •y o •�[� �it•�'tlKri • • ••�`• sT•T•�'••• SPU.: ec taGaoRe n1b� xieDK SPaav67nrAar 1070 IECIaW0100Y1710Irs5PARTS UST <•' .• 4o.....'\,X M VasmFL 34276 �• �;;°`�1014Pt.''; 11sow OAK sEMES 770 ALUM.SGD-LM IMPACT JJ 10/8115 A 04864600 aerW4e oro•, A.LYNN MILLER.P.E. 8Z tOltO/t4 CM..C�'AUM MlBO scam IVT$ � •� POT0130 A P.EA 50706 5.089" 8.682" 1'36" 1.36" 0.080° 1.872' 1.506" irn f1.211" 0.081' " 0.082 1 .019" fl. r, 0.0810. 12-TRACK HEAD 4-TRACK SILL REEN(W83- 8AL) (883T8AL) OSTLE 6.198" (6083-T8 AL) 8.198` 6.526' 5.088" 0.080" 1.046' _ 1" 1.806 r J.M. 0.082" Jj,�L -I - 0'081" O2-TRACK HEAD Wl SCREEN TRACK O3 TRACK SILL $GREEN (6063 T8 AL) (8083-T8 AL) to 2•TRACK JAMB TOP RAS (8083-T.AL) (8083-T6 AL) 2-TRACK JAMB W/ o 7.105" 8.221" 16 EN TRACK 1.3w JLI1.606" r- 0.876' 1,211" 1 1 L 0.062" 0.081° O3-TRAGIC HEAD O2--TRACK SILL W/SCREEN TRACK (8083T8 AL) 0.081" SCREEN (8083-T8 AL) BOTTOM RAIL (608346 AL) 9.142" 0.081" 4.49" 0.080" 1211' 1.5" 7.105' y •••• -1 9.141" • • 0.081' • •••• •••••• Oa -TRACK HEAD O2-TRACi(SILL • • • (8083-T6 AL) {8083 TO AL) •• • •••• • j0.0�" • .taocomw(ydr • • L •••••• 1.514" O.OB2, • • • • 1.280" 0.532' 0.700' • Da• • ••.••• 0.060` 1618' 1 " •�T : ••••• fRAME HEAD/JAMB SCREEN FRAME SILL SCREENRAMS S8 L GREEN ��l iJi•1!• �i ••••:• O ADD-0N 4Z ADD-ON 13 END ADD 4N to 3-TRACK JAMS IK ;! �Jh�� • • 1?GEP;.g` • (0083-T8 AL) {6p63-T8 AL) (6083-T8 AL) (8083-T8 AL) ,:'• • �;%. •••••• REQUIRES MIN.910 SMS REQUIRES MIN.#10 SMS ryo.�67�3•••. •-. OR 3/18"MASONRY OR 3116"MASONRY 17 4 TRACK JAMB _ y PPl� i••••i (8083-TB AL) S• !rt��Il •` • LY_ • • SEE SHEET 17 FOR SILL RISERS. ANCHORS 0 24"MAX.O.C. ANCHORS @ 24'MAX O.C.lt.ww2"i o y�pl •; W o.�m j0. 7A k o i iii: SC +aar 5 a CHANGES NO EXTRUSIONS ,;•.°�OZY1os;,.`��` cPVEMCEFLUM wow SERIES 770 ALUM.SQD-LM IMPACT 'U,1�_J!`11�t��1'�; A LY�87 M1ULItK P.E. JR jw am �oravrn ® SoaTTo NTS 21 a 22 m.ao PQToln A P.E.BUM 0.718" 0.83° 2.304' 3.802' 3.802' � 0.752' L 0.7 52'0.574" 0.796' 1.163" 0.8w 0.082'0.�, 0.080" 0.082' 0.233• 0�08� 0.075" FRAME SILL P HOOK UNTING P HOOK SCREW s SCREW COKER tt TRACK OP-HOOK 28 PTR COYER 0.08T O P-HOOK FOR BOX RISER (6083 T6 AL) (�3 T6 AL) (6083 T8 AL) (6063-T6 AL) (8083•T6 AL) (6063-T6 AL) 4" t55" 2.30 1.488° FLl t -1.739° 0.080" 0.830" 0.082' 1.800 0.133" � m1.888, .600 -114" •00' 1.870° .01(° 0.325" 1.974" 3.125° 3.125' 2.44° 3t 136°CORNER O 135°FIXED MOUNT O STANDARD STILE OHEAVY DUTY STILE 82 AD INTFRLOQK R K OSCREW COVER 8083-T6 AL) (8083 T8 AL) (8083-T8 AL} (8083-T8 AL) (8083-T6 AL) (8083-T8 AL) 3.979" j� 3.979' �+--- 4.125° 1.060°�^"- 1.050° (�- 1.050" 4.075° (+- H6"0.075" 1.845" 1.845" 0.062' 1.304 .611" .485" 0.125"" 0.281" 3.25" ---� •0� e8T STANDARD ASTRAGAL 88 HEAVY DUTY ASTRAGAL TOP/BOTTOM RAIL 79 GLAZING so 7/18'GLAZING 8t 9118"GLAZING (6083-T6 AL) e(OD83-T6 AL) 8(6063-T8 AL) O( 063-I � O O� 8083-T8 AL) P L CUP (8083-T8 AL) (6063-T6 AL) 1.003" ••••• • 1.03° • •••• •••••• 0.050• 4" 5.821" ...•..• :••• 0.75T � .... ....• .•• .r • � waru� (6083-T8 AL) t�FIXED 0.709' 2.893° 0.133" 1.498' 0.133 •ul ) • ::0000: PANEL CLIP 1.498' nAar • 0.080° 50' •• ••••• .5 0.8631 - U 4" .B� • goes* • 0.709" t�FIXED PANEL 5.821" LYNN i�•• •••••• RETAINER.71W, 120 90°INSIDE CORNER ASTRAGAL plI,,..., b7/( �i, • 0.080' �IF� (8083-T6 AL) 2.826' tt9 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) • ttcENsfi''.� • FIXED PANEL t18 90°CORNER RECEIVER • 1�RETAINER (8003-T8 AL)9/18° (8083-T6 AL) 8 ` ••No.5879G•• i_ :•••• (OD63-T6 AL) ! ) = 060000 -- � • • sc B° tmermta a cfwxoESTmT -7p r r:a•.: /. vw tamrrxoor EXTRUSIONS Maw 1� N.VO=R erne SERIES 770_ALUM.SGD-LM IMPACT _ %SS's/�rVF.i. �a'�� {91¢�Bof6tiID _ A.LJrh411d.it,P.E. °j°"tmKvta "" r xr�aunr ane ac+nam A/T3 22 s 22 PGTO130 A P.E a WO5 MIAMI-DADS 1.1TA,1, 1—DADS COUNTY,FLORIDA p PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect,Room 208 BOARD AND CODE AD,,,-ILNTSTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) .minmidade.gov/cconomy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Sectiot}(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 1he Alirements of the applicable building code. This product is app ro rein,"and has been designed to comp y ida Building Code, includin gh Velocity Hurricane Zone. DESCRIP N: Series`TGT"Clipped Extruded Aluminum Tube Mullion--L.M.I. APPROVAL D : Drawing No. 6300JR, titled Impact—Resistant Aluminum Tu tons sheets 01 through 25 of 25,`pr _ on dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. 'E.; bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Produ Control Sectio MISSILE IMP TING:Large and Small Missile Impact Resistant LABELING: E unit shall bear a permanent label with the manufacturer's name,',,r logo, city, state, series, and following • ' iagmi Dade County Product Control ,-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. TER1 UNATION 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, advet'tising 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. INSItECTIe�l�:.S� 0 0.j i fis entire NOA shall be provided to the user by the manufacturer or its distribeutors'dnd s4a41*-416%for inspection at the job site at the request of thrABuilding Official. This'ROA revises NbA0N5. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. Tlid suMitted dorurtntatip wisp reviewed by Jaime D.Gascon,P.E. .. . •.• . • 00 --------•• 0• •�• 0 •0 • NOA No.14--1105�3i tN1AMt• ECour1TY ;' � a�� Expiration Date: May 26,2016 S nP A roval Date: February 12,2015 •.• 1,I Page 1 • • .•• . • •Goo •• •• • • • •000 0• • • f • i 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. 630038, 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) Uniforni Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 20x44 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entiy 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 02128/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer2dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory.and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5"' Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to eind complying with the FBC 2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. •3� �•; ls,gpasal AstiedTy Product Control to PGT Industries,Inc., dated 08/06/14, signed by .jaijng p. fico%P. E.,Product Control Section Supervisor. .. ... .. . . . .. •.• ••• • aime D. Gasco ,P.E. • ••• • ••• ' • ' '•• • • Product Control Section Supervisor • • • • • ..• :' :.. 000 *00 .• NOA No.14-1105.01 Expiration Date: May 26,2016 ••• one 0 0 Approval Date: February 12,2015 . . . . E-1 . . . . . . . . . . . .. .. . . . .. .. r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FT"443inissued 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. FTI-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11--0922,01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Subiititted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion—L.M.I.", approved on,�x/31/13 and expiring on 05/26/16. . . •• .. . . . . . ` ' "' • ' • Jaime D.Gascon,P.E. • • • • • • • `' "` ' Product Control Section Supervisor ••` i` i•• '•' i '•` 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 ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS LMU£AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.-_.-„.... _1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIOUs•.---------_......„„.1 ELEVATIONS.........................„,„1 FIGURE 1. 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD....... - -2 WIDTH FOR VERTICAL MULL ARCHES TO BE MULL TO IX B MASONRY. Y MULTIPLE FOPENING -..„.....2 0 MULLIONSI / --� SEE INSCrOB M BSE HAVE BEEN TESTED AS'FREE-FLOATING•AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHAD- 94STALLATION NOTES.„_.-..„_„2 w MD.G.H; RECTANouuw NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CUP, MULL TO MASONRY„.-.„._..„....„3 _„.„3 N SHEETS ; SHAPE MULL TO STEEL STErs 23 UD...........3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULt_...„_._ _.____3 8 D] j� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS,•-•„••„•- IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.-,,.• ALTERNATATE CLIPS...„....._._.„..4 i ♦\ -[ BAY MULL INSTALLATION.-„„.--4 .� 1 X 2 X.125 MULL SPECS....._....„B i \\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSN31UTY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS..._._--6 � W INSTRUCTIONS. t X 2.75 X.376 MULL SPEC&-_.....7 � � 1 i X 2.75 X.65 MULL SPECS------- WE DETAILS� / I / III /11� � 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 x 3.126 X.BC6 MULL SPECS-.._S m BA THRU G; I i I I BEP DETA5.3 ANCHORAGE FOR THE COMMON MU WON,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS----10 co r N I A THRU G' ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.376 TUBE AML BPECB 11 Q BH 121 1X4%.375 TMULL SPEC&..„._11 \ PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHHALL.APPLY. 1.25 X 3.188 X.286 MULL 8PEC9.„12 OPENING 1.26 X 3.26 X.160 MULL SPECS_._13 z �VEE ' HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125 X3.25 X.824 MULL SPECS„.„14MR ? g LENGTH HORIZONTAL 125 X 3.34 XM4 MULL SPECS-_15 1 � MlR1 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X 28 MULL SPECS........_._16 3 SEE DETAIL E BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 x 6 x.26 MULL SPECS.._._..._.n StfEETW Q O AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS X 2.11 X.126 MULL SPECS-. 8 .3 SHALL BE PROTECTED AS REQUIRED TO PREVENT F- h REACTIONS. 38°X 326 BAY MULL SPECS_„„_.19 45°X 328 SAY MULL BPECS _.26 MULLION B CUP DIMENSIONS..._21.23 I••' Z Qa FENESTRATION 8)REFERENCE TEST REPORTS:FTL•6443;ELCO ULTRACON/AGGRE-GATOR NOA$;ANSIAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2....._......-.._.....„.24 Tn RJQ' PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES-....__.....„.26 W BE OF ANY TYPE. Muer BE W MANUFACTU9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING � Y0 -�i i t1YPGT �O CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLONS ARE ONLY TO BE USED WITH () (7 Q 30 O I = PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q •(((///�� (� /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. � I Ht MAI SHWAS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTHIL---- HORIZONTAL WIOTHIHELGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA M O LTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFPT FOR THE OPENING USING THE ASCE-7 STANDARD. ••• • • ••• 0.0.00 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DOTH. • • • ADDITIONAL EXAMP/1 S OF MULL CONF TIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING 19'RECTANGULAR'OR'fPoAW(iULAR7TRAPEZOIDAL'. r RBVI&ED :• MBnL aPE10IXt1vOTH L.— ,.n MULL LENGTH----I 4)FIND THE CHOSEN MULUOMS MULLION CAPACITY(LEST”FROM TABLES IA THROUGH 16A,ON SHEETS 5 THROUGH 20 R�•P�E�1•�•ELY,USING• Uuqdmg p 'i LENGTH I` C` THHE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HdR ,�.THE ANo MULLION CAPACITY(LBSIFT2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSdFM FOR THE OP"GOTAINED IfING 1(0 r/ STEP 1} _ • • • �... Ni 000 LL 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED THIS VALUEOPENING • N • LENGTH d M M1Ai REPRESENTS THE WMBX.OAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TOATTAIN THE FULL •ACITY. •HEIGHT • • 111 AI•R rj• LENGTH B)FROM THE ANCHOR CAPACITY(RBST TACE ON THE SOMME SHEET AND USING YOUR ACTUAI_r4UBSTRATE COtdDITON(MUALE •• • \�\c�•QAON.....��tr�i�� L L ANCHORUSUBSTRATEIANCHOR-CHIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUW*M'lCiLaR W..•'' LICENS''•�(! CAPACITY IS MET. • • • 7¢; ••.•'P SINGLE M SINGLE MIAlON FO P�� L 7)IF THE MULLION CAPACITY(LBS/M OBTAINED IN THE TABLE IS HIGHER THAW THE DESIGN PRESSURE REQUIREMENT(LBSf�T' FO&THE • •;• SOS•r•, G TM OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY REUIJRED,�MV THIS _-0; •' VERTICAI.MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE •• • • •,. ”,SEE DETAILS MULTIPLE MULLIONS • r •'•, FIS •(��` FROM FIGURE t 8)VERIFY THE DESIGN PRESSURE RATING(RESIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THIS FINAL MULLION • �K\s'•.;°(ARIDA•.•'�1�: CAPACITY B.BWF7'I OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALT.APPY FOR THE ENTIRE MULLED FENESTRATION i� � •.,,,.. \ �. PRODUCT ASSEMBLY. ''�,�NA1L ENG`\ 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. `� A.LYNN MiLi'r`�R P.E. FL P.E./55705 lylSe HOR 11: DETAIL A: DETAIL B: MULLwN MULLION TO 2X WOOD BUCK NMn UON MULLION ATTACHED TO 1X SucKSTRB� TYP.AN STRA R,2 OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT �TABLE818-188 0 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS SEE NOTE 1, N 1 1 MILLION IL SHEET 1. 6 1 i I e ° i i ' .,• o ..• , i O SEE SHEETS a b i MIN 2.71(31 EDGE _ CONCRETE STANDARD E e I l i 21LOCATIONS a C° I 1 1 ISI SEE SEE TABLES m Z 1 EDGE DISTANCE 16-108 2 tY 0 OFFSET NULL a EDGE o 0 CL�MAY EE I DISTANCE a 1 ° FOR MASONRY W Q INSTALLED SY A a 1 II FOR WOOD 1 1 I ANCHORS m N F THIS ME ° ScReft IW MAX FOR °ad ° I H SIDE VIEW a ALL MULLS 4 a ° 4 OFFSET MULL Z ° d °a ° ° a CLIP MAYBE g MSTAU.EO BY a `n e, EXTERIOR o THIS METHOD Z EDGE 4 DISTANCE ° s— FOR O ° a MASONRY a m Z: a THE OFFSET CLIP IS ANCHORS y o ° RECOMMENDED FOR g EXTERIOR °G FIN-FRAMEDWINOM S,BUTAY ALSO BE USED i OTHER FRAME TYPES. Z Q a ANCHOR TYP.ANCHOR 'S •�, , Hit!8� TT'P.ANCHOR PER S 104, SEE TABLES 18.1 PER SUBSTRATE SEE TABIE9BLEB9.18B 88 SEE TABLES 18.188 EDGElBm SllCIC4ftl� �018TANCE AND •••• SEE TABLES T ATTACHMENT • • EMBEDM XST� 1& EMBEDMENT' •• •, SYOTHERS. 0000 •••••• . AND .. 8 i ATTACHMENT SHE". • 0000 ••• • BYOTHERS, • •• • -• • • • . SEENOTE0000 • TE I. 0000•• •• • • SHEET 1. •••'••'. MMPI2.7 KSI CONCRETE OR CMU • Cl' SIDE VIEW FRONT VIEW •••••• •• �ifoV40•006 i FRONT VIEW • 4 .01 0000 0 • �p 90.00• •• 0 • INSTALLATION NOTES: • • .MiID BUCa . •• •• 09 0000•• 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •••••• 0 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • • • 0• � IC.1Y, P � ' ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED'PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE • • • �.�.r,�A�..•.0, N{ryj Lfi� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE • • • A..: 4 • 3 FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. • • 0 48> •0 . ~ ' •• • • • No.: i 3)ANCHOR HEAD TYPE MAY 8E PANHEAD,HEXHEAD OR FLATHEAD. • • - 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL Q SHEET 6)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAfMI-DADECOUNTY APPROVED '�C�s'••F(ORIDP„••'��` ELOO ULTRACON OR ELOO IW S.S.AGGREGATOR MASONRY ANCHORS. S�p////'��R•////•/�A��'�• NGS A.'Ll ,ry1)If iK�.E. FL P. X 58705 DETAIL E: DETAIL C: 12V MR MULLION TO MULLION 101 MULLION DIRECTLYATTACHEDTO INTERSECTION NOTES: -� ywLUpN (U-CLIP) MASONRY STRUCTURE 1)MAY BE INSTALLED IN`TEE'OR'CROSS' YS (STANDARD CLIP SHOWN) �\ INTERSECTIONS. n vaRlEs 2)MAY BE INSTALLED HORIZONTALLY Y I I (SHOWN)OR VERTICALLY. I TYP.ANCHOR L c- N EITHER THE - I I PER SUBSTRATE, 3)SEE U-CLtP DRAWINGS,SHEETS 21-23 8 m STANDARD OR SEE TABLES 1&128 OFFSET MULLI j TOP VIEW FOR CORRESPONDING MULLION. DGZ CO CUP MAYBE i I e EE DISTANCE AWLUIXi Q :3 INSTALLED BY II I .� _. THIS METHOD I I I PMASONRY VARIERANCHORS SELF4MLB10 OR PRE-DRILL o MULLION USE SM3 W m OF EXTERIOR a<e MULLION z m e O 1 EDGE DISTANCE a e THE OFFSET CUP IS `\` � W% 2 Rr m FOR / z_ V FOR ANCHORS a `" PRT-FRAMED L CTWN _ � l>L a ALSO BE BUT MAY AL808E USED FOR 8 a OTHER FRAME TYPES. EXTERIOR Q a TYP.ANCHOR a z y{ a PER suBSTPSTRATE, a a < 0 / SEE TABLES 18.138 / TYP. BEE 21-23 OR PER SUSTRTE, HOLE LOCATKM 1n g DRIP SEE TABLES 19438 FRONT VIEW EDGE ATTACHMENT INSTANCE BYOTH17t8, SEE TABLES co V Q • SEE NOTE I, z ' SHEET 1. 'Q O •" • e ^ •I EDGE sEE7aBLES SIDE VIEW MIN 27 XSI CONCRETE CR CMU MSI27 NSI CONCRETE OR CMU 19.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD •••• (STANDARD CUP SHOWN) • • • • •••• •••••• • • • • INSTALLATION NOTES: /,STRUCTURE • • •••• • TYP.ANCHOR • • 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, -00000 0000 •••••• 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION o. `�8EE TABLES i&t3B se BEE 9HEE78 @ •••• ootDgnfy6t8�wh�b UyF�p�dj•• ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE •••• :• 5MP8 � LOCATIONS FOLLOWING SHEETS.FOR DETAILS XD,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 0@0 • Detc 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. .�`` LLION ® 4410000 00 -- • • • • 11� a Ptodutl Co 0 0• 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. •• •• •••••• 1UIT • 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIA N-DADS COUNTY APPROVED a `\\" ONY LYyN ELCO ULTRACON OR E.CO 11W S.S.AGGREGATOR MASONRYANCHORS. 4' =FOR STEEL STUDS 7HHE iTHAN SEE TAUS • �� •'uc Al�?Pi�•rid FRONT VIEW 16 GA A=NO WITH THE FL BUILDING 18-: 0• �• : • `YF •.F',p J CODE,A2XW000 BACKER MUST USED. • • • • ATTACHMENT BY OTHERS. •• • • `••' NO.'��D}•••.• EXTERIOR USE WOOD ANCHORSPECS SIDE VIEW • • lza NOTES: - 1)FOR2XWOOD•BACKEDSTEELSTUDS,WOOD %.n•. S !S;'(�� ANCHOR VALUES MAY BE USED. c<OTtIDA,.•'' g; 2)SEE CORRESPONDING MULLION TABLES, /"',/0- tVAL SNG��i SHEETS 5.20,FOR QUANTITY OF SCREWS. A.&NN AAILjt�,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: • lyl FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 4 SEE DETAILS A£ c>< SHEETS a AND a FOR INSTALLATION 90'OR°$• � TOSPECIMSUBSiRATES. RAYMWL N MULLION t� is 00 0 O Z IIILLL 0 0 0 0 0 0 ° 01 O� w O O TOP VIEW SIDE VIEW I i m U x OF SHOWNWITH 1•x4•x.128• I TOP VIEW 1 1 to MULLION 1 I I I J I I I 1 EXTERIOR I I i 1 i �ANCHOR EXTERIOR b 1 I SEE TABLES 1SB OR 188 Z ANCH STANDARD MULLION CUP 1 i PPERSUBSSTRRAATE, I I i EXTERIOR 2 MODIFIED TO FR FIELD 1 SEE TABLES HI-148 p ,, I ? p- aa•- COMMON3. �' 1 I I 2PERMUANGLE IONEN � Zf•� Q u o 1 I 1 1 2PER MULLION END,MUST U S 1 I I I BA'fALlEO INSIDE OF BAY MULL. O Q. II 1p f/1 I ANGLE CUP, I" Q ? Q A`• 1 I � I I 2PER MULLION END. (� I MUST BE RWAUM INSMOPMULg ��.•!i I '�7 I "I.TYP.ANCHOR b PER SUBSTRATE, SEE TABLES 18-148 ••• ./1 INTO WOOD, • • (•,•! STEEL,ALUM • 0 ••• •••••• EXTERIOR OR MASONRY • • INTO MOOR STEEL, STANDARD WIELD. • •••• • ALUM,CMU OR MASONRY MCOffBiD INFIELD. • • • •• 0000•• ® ® BRW OWO ,srEEL •• ••f : .x.01 MXMTERIOR ® I ® ALUM,CMUORMASOMRV 1 EDGE O • • DISTANCE ••• •• • 8 FMO BRa,2 O PER • • EDGE _-� ANCHOR •• •• •• 0000 111111At// • DISTANCE •••••• PERA i G NOTES FOR INSTALLATION OPTION 0&H: • • `�`g`�1�� iCEYy��•%''/i NOTES FOR INSTALLATION OPTIONS F. O 1)USE 2 ANGLE CLIPS PER MULLION END.CUPS MUST BE INSERTED INSPE OF%%ION. •��•' •, NO.S�QS•ri' 2)DETAIL 0:SEE TABLES 18.146 FOR ANCHOR QUANTITIES AND SHEETS*1*3 FO:HOLE OR** y = 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1W X 2.11-X.125-MULLION. LOCATIONS. • 2)SEE TABLES 18.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE •:pQ•• q ` S 3)THE 2X6 CUP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ;0,s'•F<pgtDP.•••G��.: S� IVAt N 'A.AN WER,P.E. FL P.El 50705 TABLE 1A Mu16onC Table OpentngYVWOtVbr-ft& to nv lona)orOp-InoH lghtporh&IMMegpsparNrgnun-) 0o0 60 in 7014 so In Win 100 in 1200 1400 1500 Reotengutm Tropllllmg• Rmtw9aier TMpJa0n0. Reoleng,lar TrepRAa4g. Rec xWw > % MWIldang. Recimatw TMpRdeng. Reotangb0r T wrdam Reateng0er TMpRdang. @ q Ix2xA26 Lo ft Load09 Lamm L-ft Loafing L"ft Loaft Loaft U84" Loaft Loaft Lonarg Loaft loaft Waft Load09 Loeft Lauft Sx "111LL hM Tube aMu 604 . P'L r 42h 111.91 408 129.0 392 93.7 406 H6A '326 78.e 408 f07A M1 69A 406 104.4 afo M.1 408 -104.o ats 06.8 406 1ao ate 46A 408 tao ate - �f08 106.0 afo 9&0 40e 1a.o 31e N0 74.8 312 83.8 258 824 312 7&4 262 03.0 312 W.0 218 48.8 312 83.2 Zai 41A 312 81.3 2N 37.6 312 81.0 244 912 aft 81.0 2N 21.8 312 8fA 2N 23.4 912 81.0 2" N WMI2 83.9 281 70A 294 632 201 61.5 220 4&0 201 6&7 224 39.0 281 621 2?2 36.6 281 00.1 220 9fA 281 48.3 219 28A 281 18.3 719 210 281 pd 719 20.0 261 4&9 219 W 540 MA 247 57.5 207 43.9 247 4&8 202 37.0 247 44.8 169 328 247 41.6 166 2&2 247 39.4 194 28.3 247 36.4 193 21.9 247 Al !93 1&6 747 38.1 193 1&4 247 3&1 103 N 800 3&4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 We 24.0 200 28A 160 21.3 200 2r.1 1M 102 200 26.9 157 18.0 200 2" 160 630 33.1 181 35.3 165 27A 101 $0.3 tM 79.7 181 2&8 140 20.7 181 24.6 148 1&4 181 22.8 1N Ito 181 21.7 U3 g � 660 28.8 160 30.8 142 24.0 165 28.t 130 20A 166 23.1 tag 18.0 165 21.0 134 Z 720 222 139 23.3 120 18.6 tag 1&9 ,18 16.9 139 17.5 118 ? a W 7614 18.0 125 19.7 tae i&7 126 1&8 107 y Z 780 17A Ito 1&2 10f V TABLE 16 o AnahorCa o Table fibs) ANCHOR CAPACITY � 8ubstmim 2.7k caeM(e &5a Cape. Hwwvcw (mea amu PT Wood L(w (Op-)X(_ANCHOR CAP.,,•.,.,,1 n ANCHOR CAP.- N,6'Else U4.88 Ebo 0/tr Ebo Or 80 EW 010 Slee) 61281,11 6121110• MULLION CAP.,,,�,Q, AtplptTypx 3N6•Ebo UOmoon 1H'Elco 10two1n 3118•f8so 19baa40 fH•Eb0 UltMoal C4 Q AncharC6pPatteme 16trman Aooreoalw 14aMC011 a9mlaeror eme+ata6711oree(o6) ser•stest USE (3n Edge Mstar-Mk r 2•trC 1• 2.1/! 3t18• 1• 24W r xarr T 9•tAT' T 0.41• O.W 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN U X Q EmbeGneM pn f37a• 1314• lav laws• T f-1M ,-1w• 1-1/4' 1-114" f-tN• 1.1H` r 1318' 1310' wades ACTUAL PRESSURE REQUIREMENT FOR THE O O 2Amhae@4.7S64n.C.Qi8laWadw OOs•CUP919.lk 390 Ws 3901&3 400 Ma 88000 1 Ihs 278 Ms 26D Rm =177M3378lbs 374 ra W4 ms sae lbs 341W 442 ft 8801ba OPENING.WHEN IT I9 LOWER THAN THE MULLION a 4AIp0hae 8'81.iS 1,64.- I tandad(w OQsa0 Cmy Mn 480 ae 70000 WA WA WA WA 3801bs WA WA WA 8820s 80Stes 1120110 CAPACITY(FROM THE TABLE)OF THE SELECTED r ' 4Anohote®7 C.Q 1602x6 An91e COp3 I ft 3k Y8o 00 mms owow 14801ba imam moos 080 abs 7481b o6000 16920s 8M(W 885•s 1120los MULLION.IT WILL YIELD AMINR.IUMANCHOR 2 Aro1bM�0.or WrA O.C./U4A.No.12S Assn.Oag.4k WA WA WA WA WA WA WA WA WA WA WA WA T1610e CAPACITY WHICH MAY BE USED TO QUALIFY IArohw1F226k 190 are 105 on 225 abs 416@a 871 Pos 136 are /4000 1871Ds 332naes70aeADDITIONAL ANCHOR OPTIONS FROM THE 2AW= 1.1S-O.Cl F4:001Ft&8k 240 ams 35060 WA WA WA WA 1906s WA WA WA 3411 N261 8801b6 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. todle, • • ••• •••••• • • • • •••••• • •• •••••• FIGURE 1: FIGURE 2: TABLE NOTES: • CTRm •••••• _ '�i•• qw 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �M4!�-4 wRh sff SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.000' •••• •• . 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0:490: •• FIGURE 3 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• • •• •• 1L((If 1j11!•• Ab FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ••••• • i ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTTUITES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-1I0.WOOD SHALL BE PRESSURE-TREATED ••• d ��'p/ S•7}; FIGURE 4: FIGURE b: FIGURES: YELLOW SOUTHERN PINE WITH AN 3G OF 0.56.ALUMINUM SHALL BE 60S3-T5 AND BE A MINIMUM OF.12b• •� ••• • No,��7�i•�.1F THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT ,•X 2•X.12V • • i• LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • !-Olt THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,13-S S.S.OR 410 S.S. • A LYNU IUILL�R.P.E. FL P.E.#58705 TABLE 2A � ••r Mullion CapaclLy Table IbaAt2 �+ Opening Whith(forverato ,6psMng a41on6)orOpeMngHe ht prhmizVo4a 6parWngnunors) vt 5DIA so W 701n so In 901n 1001n 12D In 1401n 1S W @ 1� Reatmgdar TwWrftV. ReotmVMW TreWrdaW ReaWOAea I TraWTftV RNWGWar I TmWrftq RWWOAar I Tf WTAere. TfWTAare. RmWedar TWPRdatg. TFWTAmg a Road re L0a6kg L4a•tg oag toag tasreLoft tom1 x 2 z.976 tng ware Omatg wading Loag Loe• laeg g 1-020wkg �aare $ Y AluaL Tube Fi Mouton cm is ru 0 421n 170.0 820': 1700r278 151.3 662 1700 478 120.7 862 170.0 608 I'M 1882 1616 818 1008 860 168.8 817 80.8. 692 188,8 6_ ,78.7 6B2 186.8 617 67.9 862 186.8 817 88.7 882 617 J 481n VIA 607 138.0 101.4 807 1112 410 88.8 607 108.7 403 76.0 507 1028 396 879 607 96.6 397 sae 607 88.0 366 607 807 89.0 388 43.4 607 09.0 30 38,0 601 86.0 396 60.6251n 103.7 468 114.8 804 486 919 371 74.1 468 90.6 384 64.8 458 67.8 380 57.6 458 81.3 367 81.8 468 80.0 388 43.2 456 60.0 366 37.0 468 We 368 324 458 80.0 356 2' 541n 86.4 400 83.3 71.2ff57.52M 328 61.0 400 T27 32T 63.4 400 07.3 318 47.5 400 84.0 316 427 400 62.3 314 35,6 400 61.8 313 30.5 400 61.8 313 26.7 400 81.8 313 W BO In 623 324 86.8 Ste 270 44.5 324 61.2 264 38.8 324 48.9 28D 34.6 324 43.8 267 31.1 324 420 266 26.0 324 40.6 283 222 324 408 283 19.663W 639 294 b7.4 448 246 38,4 284 43.8 241 33.8 284 39.8 217 299 281 37.1 234 26.8 284 36Z 232 224 284 33.8 23D 19Z 289 33.4 230 18:8 264 33A 23066 In 46.8 288 49.6 39.0 718 33.4 288 37.5 211 28.2 288 34.1 218 28,0 796 31.6 215 23.4 230 Me 212 18.6 266 20.0 210 10.7 288 27.7 209 149 288 27.7 209Z 72 N 26.0 226 37.11 MO2 191 25,7 225 26.4 180 226 226 269 188 210 225 23.8 182 160 225 221 180 16.0 216 203 177 128 Me 189 178 11.3 726 18.8 176 761. 30.8 202 320 177 25,62 173 21.8 202 21.8 170 18.2 202 21.6 1W 17.0 2R 18.7 166 113 200 18,4 183 128 202 18.7 160 10.9 702 16.9 168 89 202 18.8 168Tiff 28.3 192 28.8 186 23.61 186 20.T 182 720 162 17.7 192 18,7 159 til 792 18.1 187 14.2 182 10.0 166 11.8 192 15.2 152 101 192 14.4 160 8.9 182 14.2 150t8.8 18,0128 1141 126 g a Is in 16.2 127 18.6 113 ^ C TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N 4? AnaborCa a Table026 ANCHOR CAP.,,,o, N S2 8t0suets: 2.7k Cot MAO 35k Cane. Hanwr Cuu F6W6 CMU PTW006 mew (DP-)XC )=ANCHOR CAP..., 918'EtOo u4•se Elco 9/1b'Ebo tro•88 Elm 6m areal 812 tHee1 9iz seer MULLION '"""" 4 X Q O Anchor Clip Pttltema A"*w TV ' 34tr Doo Mua00" fro Ebo utt aem 3ti8 coo UWea4u +ro EtootAaxaf ttW El t Ag•efiEl fieeEl Ag as El07 Sorestow eowsl(08) 8aetsl07r9 USE THIS FORMULA TO 013TAIN THE' 3- EQge Dblenoe f• 2-t¢' 1• 2-t/2' 3.14' r 2-W f- I 24W 7 3.44' r 048• orw Cur CAPACITY REQUIRED'CORRESPONDING TO AN d EmOe6manl6n taro• 144 1.3x4• 14/P r t-u4' t-tro' t-t14' I t-tro' 1-tro' f-tro• r ta4' 144' "do ACTUAL PRESSURE REQUIREMENT FOR THE g 2 Atgha.®a.7S MW.oc./aren4em«OAeet Cllp(Ftg n390 be 390 W0. 460 W 6966,8 1044 IM v0.W. 260 Ws 364 W0. 74065 0.4 Ws Ws $41 lbs 442Ws 58006 OPENING.WHEN IT IS LOWER THAN THE MULLION 4 MOM®1.16'Mln.O.C.1 Slettl.N(«OHNQCOP(M 2k 480 Ws 700106 WA WA WA NTA 380 Ws WA WA WA WA WA ms W4 883W8 1fY0 W3 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AttaDae�3•Mft O.C./(2)2t5A,00C8ps/(Fg.31 780 Ws 780 Qs ON Ws 1680 W0. ISM Ws 6400e 68099 WA 7800. Mfr 88003 1892 Ws 6820. 806@. 112003 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2A00has Q 0.46'Min.O.0/UCWy,ftW.121'Akm.(F64 4k WA WA WA WA WA WA NM WA WA NTA WA WA WA WA 7/61 GIPACTIY WHICH MAY BE USED TO OUALIFY t Aro6«/F•Up(Ft.4 495 Me 193 We 2250s 449 00. art Ws 133 Ws 1406q 177 an 370 ft 187 ow 3300. 4791Ds 170 Ws 22t Ws 28D Ws ADDITIt�IN.ANCHOR OPTIONS FROM THE MCA= 1.16'Mkt O.CI F4:p ft 8 240 W s 350 Ws WA WA N4A WA iB0 W0. NM NTA WA NOl WA 941 W0. 442 M 6800m ANCHOR CAPACITY TABLE ••• • • NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 4 410• •••••• • sp ••••••FIGURE 1: FIGURE 2: TABLE NOTES:01 1)SEE SHEET 1 FOR UNSTRUCTIONS ON USING THE TABLE3 MID SHEET 26 FOR IWFO(�AATION ON LOADONG. • •SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. � 1.000'2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. • •• • pt FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • •• •• 1111?1?1*,••• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2'f 00000 • ��k ty.(LYNN 0 0 FIGURES SHOW SUGGESTED.APPROIOtdATE HOLE LOCATIONS. n I • i • :�i ��' 1G... •� ��i ANGLE CLIP MUST BE USED IN PAIRS. L .3 5' ••a�,.� E°' " 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND GROUT•FILL® FIGURE 4: FIGURE& FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GI0.WOOD SHALL BE PRESSURE TREATED •MINIMUM OF.12T .��16�••• • = *" No.51795.• p (� Paz THIM STEEL STUDS TO BE A MIND"YELLOW SOUTHERN PINE WITH AN$6 FGRADE 33 AND.048O.W.ALUMINUM 5 SHALL BE GAUGE).STR45 AND BE UCTURAL STEEL TO BE AT I-X 7 X.375'MUtf& • •• • _ II J' LEAST.I2G THICK ANO A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • . TATE-t 0 THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 SS.OR 410 SS. ' , ��'n�••'•F(ORtOP.•'•�N "10NAl- A.LVwN MB.'CgER,P.E. FL P.E.#66705 TABLE 3A I MulOonCa c Tebte Ibeflte �w j ningwidth(for warthatly4powngmAon9)oropening HeyMOwhod spardmMWofle) C 0! 5oln 6011 1n Bo In 801n IO01n 1101n t101n 16011 A t 1 x 276 x RaolenaLld TIaWTdnB. Rectma dw TrapOnim - Reolentpfer 7ma'a1en8• Reatatlguls TW111eg. TMWT&V Rmteno tef TmWM8% Trapn1tw9• RectemO r TIaWIll-9• p Loadfn0 LwAr• L-*M I.,. loadrg Tube Ieed(4B L4ad1g Londn9 Lee4fn9 laadn9 Loafing Laadng Loedn9 LOSdaB Loadn9 LoadnB te6tllq Ax .376 Alum. L6i Z n W 42 fn 170.0 820 170.0 436 66 744 1709 478 170.0 668 170.0 SOB I= 982 170.0 "' 1709 1118 1709 1521 170.0 1790 170.0 621 148.7 1301 621 1279 1301 1709 621 111.6 1301 1709 621 4811 170.0 708 1709 521 1709 850 170.0 686 1 892 170.0 630 170.0 1133 170.0 681 151.8 1138 170.0 077 136A 1138 170.0 880 Me t139 170.0880 97.8 1139 170.0 660 06A 1138 110.0 680 WAS 170.0 747 1700 583 1709 088 1709 187.8 1 T70A 664 140.6 1032 170.0 723 130.5 1012 170.0 747 117.4 1032 170.0 758 074 1032 170.0 758 639 On 170.0 758 73.4 1032 170.0 760 W 0 O 1709 787 170.0 812 181.3 907 170.0 591 166.7 730 170,9 007 162.6 720 107.6 807 145.0 714 80.6 907 141.1 710 BOA 907 Sao 708 69.1 807 140.0 708 60.6 907 140.0 709 H- BOtn 141.1 733 161.5 M 117.6 735 13x3 611 100.8 735 118.0 599 80.2 735 108.2 00 78.4 735 99.6 663 70.6 73S 96.1 578 68.8 735 Bio 674 50A 736 91.8 574 44.1 735 91.8 671 46'10 836 t2f4 688 130.0 670 101.6 668 111.5 557 87.0 008 964 547 78.2 888 00.1 636 87.7 660 83.9 531 60.8 Sell 79.8 528 50.8 868 769 621 139 868 76.6 52t 3a1 666 75.8 521 6811 108.0 801 112.4 522 80.3 607 %.1 611 76.7 807 86.0 501 682 607 77.1 493 584 607 H.5 488 33.0 807 674 481 44.2 607 83.4 478 37.0 807 62.7 474 33.1 807 617 474 Z 7211 819 610 BSA 463 88.0 610 739 434 56.3 f0 84.3 51.0 610 679 419 464 510 63.3 413 40.8 610 50.0 408 34.0 610 45.9 402 28.2 610 44A 389 269 610 44.3 398 2 � 7811 699 458 726 400 67.8 4158 81.7 392 494 466 56.1 385 43.4 455 48.6 378 38.8 458 44.8 373 34.7 458 41.6 368 204 455 37.7 382 219 460 389 358 21.7 468 36.7 868 a 7611 642 436 879 J113560.8 373 10.8 433 499 380 40.1 496 44.7 380 30.7 136 40.8 7S6 321 436 38.1 361 1011 436 319 311 22.8 436 329 311 10.1 436 322 310 V g Q o e011 H5 327 43:1 3&4 28S 299 327 314 280 291 327 29.3 276 212 327 26] 271 709 327 23.7 288 179 327 21.0` 202 14.8 717 19.3 268 _986 34.4 207 30.4 20.8 252 24.6 267 28.0 246 21.5 287 23.1 244 tat 2W 209 210 172 287 �10811 242 227 24.7 205 201 172 727 Me 1 16.1 ta0 195 X p111 N 223 216 227 tAt 191 10.9 216 18.6 18812011 179 184 17.9 I••' N X Q S TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d O Anchor Ca Table ANCHOR CAP„o,,,, � 8nbstrala .76Comreta 3.5k MM flo8osrt2dU FlAedO]N TWoal 6k1a1 (DP-)X( -ANCHOR CAP - 11% tL'dt8•Eke tµ•88 Ebo dfe'E160 Y4.68 Ebo tl1081ee1 tl128tea1 6128te9 "'�°'""' «899 An9ho'CUPPalteme Andm778e Sns IS000uwaeon tw EboUWecon � � 3118 geeUWmon 1w Ebo1A08aon Aft tq�aon Apyetiatar eowvrism 6aewP" eoww(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge pial" 1• 2.412' 1• 2.1/Y 3-Ur 1• 2.112• I- z-fa• r s•va r a- - a.- CAPACITY REQUIRED'CORRESPONDING TO AN tau• I-- - f-u4• 1-11r t-tl4• 1-1w• Mw 1-u4• 7 tors 11'96' %ad" ACTUAL PRESSURE REQUIREMENT FOR THE 2Ameo0 .7S&i11.u...I arOeaet�P Ws 380163 Ws 880 Ws 2TO Ws 28080 ®s 74090 374tH IQs 948 Ws 341 on 442019 SBO We OPENING,WHEN IT IS LOWER THANT IEMULUON • •••• 48090 700.9 WA WA 380 WS WA NSA WA WAWA 882 WS 867169 11201W CAPACITY(FROM THE TABLE), THE fELECTf:D 0000 •••••• 4Aml0r @TIR0.0.C.lTd)2a6AWe48pslfg.3k 760.56 78000. 881103 f660f6s 1898Ws 540 W3 5BOWs WA 760 m6 7481W NOlbs 1892x0 682166 BBS Ws 1120M MULLION.IT WILL YIELD AMWWIUMVICWR • 2Amb=@O0.45-Mm O.a/UMP.Me.t2•AWM.ft4k WA WA WA WA WA WA WA WA WA WA WA WA1 WA WA 71SWs CAPACITY WHICH MAY BE USEDt®QUAMFY •••• • 1Amhoel F•Wp OTO.5k 195M MWs 225 M. 445 Ws 822 Ws 13500 MMS 177M 370M 18700 3S2 Ws 179 tt0 170 msJ. 290 Ws ADDITIONAL ANCHOR OPTIONS FROM THE • • 2 Ambo=®1.16• .0.0JF4MPft8tj 24080 350 W9 WA WA WAI WA Mae WA WA WA WA I WA I371 Ws 14280 580 Ws ANCHOR CAPACITY TABLE •••••• •9-, 47 000000 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. •••••• • um.•••••• •• • ••••• •RE 1: FIGURE T • TABLE NOTES: '� 14�'i�'•• • ••1)SFE SWEET 1 FOR INSTRU CTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. a1761 antr01 • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• •••••• Iiill • .... 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �11NY LYNN .FIGURE 3: � 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SWEETS 21.23. 2750• • •R � ' A ACE•HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. :ANGLE CLIP MUST BE USED IN PAIRS. ;4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDFIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMIn SHALL.CANFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED T .4 '$..•/�` YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 611WT5 AND BE A MINIMUM OF.125' I Q S ATE F 4/� • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AVD.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT %,��'••.FCORUD., Gam: • LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X 277 X.375 SAIAllIN•1 , tS P,.•' �; ® THE MATERIAL R10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 SS.OR 410 S.S. ��/i S ONAt E '� A.[YWJIMILLEI�P.E. FL P.E.B 58705 TABLE 4A I Mullion Ca o 'Table 6/R 101 OpeningWI41 gor�er9-*Spwwrgmtlo-ns)orOpentngHOW(lorhmimrralt>OpetM8lgnuft-) lid ce � 501. 601. 70In 80In 90 in 10010 120 in 14060 18010 d{]0� 1x2.76x Reatmgulm Ttwrft4 Reatm�r 4epUmq. Reota•uter VaW7aag. Rm1..eAm T,aWlaal; Re WWW T+W Illa•• Reotmtgllm TtsWTdmtb. Reelmooft TmpTdm4 ReotengWm T•Wmmm. Reolm•Wm Ti�7lNmtg. q$ �50 W Alum. L � � Y Loaft L3311 Tube Mu co 8 8 8 S d Z �N 8 m L 0 4210 170.0 820 170.0 436 170.0 144 170.0 478 170.0 808 770.0 508 170.0 8112 170.0 618 170.0 1118 170.0 621 178 -1 110.0 521 170.0 1488 170.0 621 158.7 1820 170.0 138.8 1820 170.0 621 W 48N 170.0 708 170.0 624 170.0 850 170.0 M 170.0 562 170.0 030 1704 1133 170.0 881 170.0 1275 170.0 617 170.0 1417 170.0 860 141.7 1117 INA NO 121.6 1417 170.0 880 1100.3 1417 170.0 680 :3 5092b1. 170.01 747 170.0 583 170.0 888170.0 631 170.0 1046 170.0 684 170.0 1156 170.0 723 102.8 1288 170.0 747 146.3 12801-111.0 70 1214 1288 170.0 758 104.6 1288 170.0 750 81.4 1288 17&0 7b8 W ry 541. 170.0 787 170.0 612 170.0 860 170.0 851 170.0 1118 170.0 761 15&7 1130 170.0 803 1339 1130 170.0 637 120.0 1130 iT&0 876 100.0 1190 170.0 861 88.1 1130 170.0 881 75.3 1130 170.0 BBt m f448�� ~ 80N 170.0 886 170.0 701 148.6 816 1823 781 115.6 816 111.6 748 1054 816 132.3 736 574 515 1234 728 874 816 1184 720 732 516 1/44 716 02.8 515 131.0 716 54.8 816 114.4 715 (7� J 631. MA 830 10t9 710 12&6 890 138.8 684 IW,5 830 123.2 601 849 830 1122 878 81.4 830 104.6 882 769 SM WA 41% 03.3 030 81.5 815 542 830 54.1 848 474 830 81.1 015 800, 13L1 767 140.0 880 1110.0 767 110.5 638 761 10.9 04 825 W 06.1 814 73.4 757 89.1 606 684 757 012 600 554 757 784 W3 472 757 7&2 581 41.3 767 78.2 1 551 721. 101.7 896 IOU 552 84.6 098 81.0 540 1 7 830 NA 530 1 83.8 1&i8 722 621 1 58.5 838 80.5 SU 504 890 022 508 424 898 672 500 38.3 838 56.3 487 319 830 552 457 Z 781. 88.5 571 504 408 721 671 7&8 488 8. 71 87A 475 54.1 871 802 471 4&0 671 5&5 464 43.2 SR 519 455 384 671 47.0 451 309 571 44.8 447 27.0 671 46.8 440 > 9- 781. 80.0 042 83.4 0.4 88.7 642 709 166 67.1 $42 8L1 458 60.0 bK7 56.7 419 44A 612 61.0 462 10 - W 174 I� 33.3 512 429 125 284 642 4&8 126 25.0 612 10.1 423 g 1. 621 407 53.7 381 43A 407 45.4 966 372 407 3&8 345 324 407 352 343 28.0 407 321 US 299 334 21.7 407 25.1 3.17 189 407 24.1 322 182 407 23.0 3198810 429 360 N.1 320 35.8 3S8 372 3U 30.7 358 324 309 289 308 2&8 301 23.8 368 28.1 3244 200 179 356 214 285 15.3 358 102 284f081n 30.1 203 30.8 255 2&1 283 26.8 251 21.5 203 22.5 247 189 281 199 2N 1&T 283 18.0 240 16.6 237 N ~ 3 Y 11110 27.8 287 26.3 242 23.1 287 23.8 238 19.6 267 204 235 17.3 287 182 231 164 287 184 228 H! N !A 12010 MO 228 223 208 18.3 229 18.8 205 1&7 229 182 202 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: n• G�i•(� asbelmfe: 27k Cmptata M4thm Table F0.8d cm P7 Melel roPp)X(VAN_CHOR -ANCHOR CAP.,,, RIVA U4•a8 ON 8r18'Elco U4'88 Ebo 810 Stem 812 Steel 812 Sled CAP.,,,,,•„ AnehorClIp Pattems ArtaimrT7pa 9716•Ebo1 fw•Eko Imeaan308•Qco Ulbmen tw•F3so IAbsean AW.GM« lltlt . CSS El« 810 S(057 Beaea(06) 8909(QS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ease MOWM @tk r 2-Ur r 2-vr t• 2-fm r 2-Im r 34»• r 0.4r o44• 0.3w CAPACITY REQUIRED•CORRESPONDING TO AN Embem em law• tan• taro• Jan• 1-fw• 14141 t-tw• 1-v4• t-1w t-Ile r 1975• t-W ragas ACTUAL PRESSURE REQUIREMENT FOR THE ••• 2Anohae04.75580.0.0./Steldaa«OQeet C9p lFl9-tk 390 ms WO lbs 450-0 690 Ms 270 ms 2800. 3840. 1460s 37409 881 84809 3410s 441W Wo Its OPENING,WHEN IT IS LOWER THAN THE MULLION• • 4Archs•Sf.t5Mm.0.C7SaMaa(«Ot1sa6C5pffi9.2k 48D MS 700 Ms WA WA WA 30oms WA WA 594 WA WA on ma fl2otbs CAPACITY(FROM THE TABLE}OF THESELECTED ••• •••••s 4 Andm 07 Nm 0-Q 1(2)2,5 A-*C9ps 1".3k 7460» 780Ms 68004 1680 ms 546-s moms WA 76000 748 ms 880 ms 146209 68206 1120-. MULLION.IT WILL YIELD A MINIMUM ANCIIOR • 2 AnGtma 0&45.50,.O.C. U-MA lnto.l%•Abml.( .dk WA WA WA WA WA WA WA WA WA WA WA WA 7/600 CAPACITY WHICH MAY BE U�SE"QUALIFY •••• •1 Archon 7 F•CBp ft bk 105 ms t95as 225 Ms 445 ms 136 ms 140159 177-0 370 ft wr4o 332 Ma 473 ms 170 m9 221 ms 280-6 ADDITIONAL ANCHOR OPTIOt�4�'I�4JF�E • • 2Aneh=01.15 Mtn.O.CJ F4MIp 240 lbs 350Ms WA WA NLA N81 190lbs WA WA WA WA WA 341 Ms 442 Ma 600 ms ANCHOR CAPACITY TABLE. •• • RB NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �\CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. • FIGURE 1: FIGURE 2: TABLE NOTES: 1.0009 •• • _ �� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 20 FOR INFORMATION ON LOADING. ••• • Jc ProJ1x4 «r� • r • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 •• •• x111111+1•��•• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIXOR OPENING WIDTHS f3 ALLOWABLE. • ••• •�` FIGURE 3: • • • ;� ,�.tr0..........,.�( �i 3)MULLION AND MUWON CUP$SHOWN ARE NOT TO SCALE.FOR EXACT DMU NSIONS:SEE SHEETS 21-23. 2.70(P • • .y • �10Eis�•j1•�p• Fo • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • • NO.51705 y FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • ••••• ANGLE CLIP MUST BE USED IN PAW. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .851r ••�••; _ - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �, •E�41 ZR I S':•�!/ FIGURE 4: FIGURE b: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF O.W.ALUMINUM SHALL BE 608370 AND BE A MINIMUM OF.120' 0 S ATE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.040'THICK(18 GAUGE).STRUCTUR/LL.STEEL TO BE AT n® MULLION .........:F<ORUDP.•' \�� LEAST THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS 1•X 2.76•X ASG %F THE MATERIAL IAL.,7110 8112 ANCHORS INTO WOOD MAY�STEEL.18.8 SS.OR 410 S.S. ��isS�O(rfgl„�� A.LYIdN11WILLER,P.E. FL P.E.S 58705 TABLE 5A Mullion Comity Table beLR Opening Width(br1m8cB*s draraftm)orOponingHelght(forhoflmlYaiyspmWrpME-) c! III t 501n W In 70 N BOM W M too in 120 M 14010 18010 id Reotm�ler up"gim9. Recfm9uier T(WTdw4 Reotangdav Tm#TAang- Rgd-gdar Wftknm. Raolmww WRIan8• Rmtmlgear Tmgft g• R% TW11109. ReateOgidm Tre1JTdenB Reoteneder 11e9JTdeng. g 4 g 1"x3.125"x I.,. Loaft Loaft Lowing Loaft Loadng Loafing Load19 Lm to Lowing LM*v 1.031119 Loa499 L*Wna I."" Loaft Loaft toadag 8Y AW Alum Tube Mull QM 170.0 We 170.0 436 1 714 170.0 478 170.0 880 170.0 We 170.0 egg 170.0 °119 17&0 1119 170.0 521 170.0 1240 170.0 s21 170.0 1188 470.0 521 170.0 1735 170.0 521 INA Im 170.0 521 I -?' � 481n 170.0 706 170.0 514 170.0 850 170.0 584 170.0 892 170.0 930 170.0 1133 170.0 681 170.0 1275 170A 877 170.0 1417 170.0 680 167.7 1577 170.0 880 1 .1 1577 170.0 MO 1182 1871 170-0 0W 50M In 170.0 747 170.0 503 170.0 p0 17&0 631 170.0 10111 1700 884 170.0 11961170.0 723 170.0 1345 170.0 747 170.0 104 170.0 788 141.7 1495 170.0 756 1215 1498 170.0 758 108.3 1449 170.0 750 Q 5418 170.0 797 170.0 812 170.0 678 170.0 861 170.0 1116 170.0 754 170.0 1275 170.0 803 18&1 1401 170.0 637 149.5 14M 170.0 056 124.8 1401 MA WI 108.8 1401 170.0 Sol 93A 1101 170.0 681 m ~ W M 170.0 865 17170.0 1083 170.0 787 158.5 1178 170.0 878 13&7 1158 197.0 928 /230 1168 168.8 817 111.0 1158 1{9.7 010 820 1159 144.0 803 79.3 1150 135 903 860 1166 114.0 603 � J 93 In 170.0 630 171509 1048 170.0 650 137.0 1016 1665 gW 7t&0 1049 141.7 846 106.0 100 132.0 We 86.8 1049 175.6 826 7&9 1049 119.3 820 68A 1048 118.0 819 59.8 1049 118.9 Big BBM 188.8 856 17USA � 151.3 804 119.1 953 133.7 768 1042 956 121A 775 828 976 112.6 706 83.1 IN 108.4 757 NA 055 990 749 59.8 936 90.1 746 521 966 60.7 740 ? a A 7218 12&5 603 13 107.0 803 114.0 082 91.8 803 101.1 870 80.3 ON 912 M 71.4 803 Me 619 $42 803 7&8 en 53.5 OMM 722 032 459 803 MA M 40.1 803 09.7 927 j to Z 7018 1092 rn tU91.0 rn 970 819 70.0 nl 66.1 sos 802 m 760 s� 60.7 m 70.1 589 0.6 m 650 679 /6A rn 6&4 588 39.0 721 590 60. 31.1 rn 58.1 601 Q 76 M 101.0 W4 M 842 504 89.4 567 722 604 790 678 83.1 684 70A 607 WA 004 84A 558 50.5 804 590 661 421 684 0..i 0.1 3&1 g 4 51.3 539 31.9 001 6oA 534 Q 4s� o 9018 S&O 614 87 540 $14 57.3 446 47A 514 500 440 CA 614 44.6 433 38.5 $14 40.6 427 329 574 372 421 270 614 330 412 230 611 300 108 20.8 $14 29.0 403 41 � C 0018 542 452 53 452 452 47.0 360 38.7 IS 40.9 = 339 452 30.4 384 30.1 452 329 376 21.1 452 300 373 220 452 290 365 19A 462 242 369 18.8 462 22.0 349 X '- 10818 38.1 357 38 31.7 357 327 317 272 357 29A 312 239 367 252 308 21.1 357 227 303 19.0 357 209 28g We 367 18.0 283 13.6 357 102 287 119 357 WO 283 � Y S2 III In 30.1 338 3 282 338 30.1 301 25.0 338 28.1 290 210 338 23.1 202 19.5 336 20.8 280 17.5 339 IgA 254 14.8 330 10.5 278 120 330 U9 273 110 338 139 289 F 4+) (j) 12018 27.7 289 28[.2253 23.1 M 233 159 19.0 289 20.6 256 17.3 269 1&1 212 15.4 269 16.3 248 1&9 289 149 248 /1-0 289 128 210 BA 288 110 238 8.7 249 t0A 232 Q X = 0 0 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: D G 8�p1C SuMtmta 27kCorx19e AneborrCea5kp Table Room FReOCMu FTw000 Mete (Op,�)X`ANCHORCAP.,,o„, \n�HORCAP.,,, �-a -•t Bmb Efto 114.89 Exo t71C Fxo 114'SS Me 9tO S18e 01291891 041287981 MULLION�•"'^'""I AnchorClip Patlems Amlror 9ItC Eko lmmcm 11Y EkoU0laton UMaton alts'F-uo tmimm 114•ExoUlmon Umman Agam0alor Scmw((m)Strew(OR Strew(os) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge UWarxe p5) 1• 2.1W r 2-Ur 3-119• r 2-9r r 2-117 r 345r• r o.0.• &54• CAW CAPACITY REQUIREIr CORRESPONDING TO AN Emaeari m law• 1314• talar talc r 1-v4• 1.114• 1-114• 1.114' 1.174• 1.114' r 1316• 1318• area ACTUAL PRESSURE REQUIREMENT FOR THE ••• 2Amh m @ 4.75'Wn O.0-7 sm IW cr 0 set c9p 8•ta U 390 We 306 ma 4W ft 890 mB tea®s 270ms 280113 30.1Ds 740IM 4118 6�4 o e ora Dn S11 es 442 We 56020 OPENING,WHEN IT IS LOWERE)IDF T THE MULLION • 4 Arc9da @ t.W fAM O.Q/819109116r 0ff5eQ (F9 2) 480 On MRS WA IUA dA NA 380 me IUA MA IUA IUA RIA 882118 88603 112000 CAPACITY(FROM THE TABLE)mF THECELECTW •••• •••••• 4AMMl @3•Mm.O.C.1(2)2(5Ar*eLO"IFlg.$ 78D Me 78D go BWIM 164903 189806 Slobs 566as RA 7WtM 70.004 880 Ws t892Bs EB208 888 ma 1120 ma MUWON.RWILL YIELD AMI�MUMANCOOR • 3A7xM•00.45•MM.O.C.f U.Cgp,into.12V AWM 4) IUA IUA IUA WA tUA t1A WA IUA IUA IUA WA IUA JUA WA 7013 tM CAPACITY WHICH MAY BE USED QUFRIF'Y ••• • 1 AmhDf/ 00 5) 19508 195118 27503 445 Ms MIM 135th 140 ms 177118 37016a 79796 3328s 473106 17086 221 as 280 ma ADDITIONAL ANCHOR OPTIOt�54�0j • 2Amsee hm®1.tB'Hirt O.CIF g 240 We 350 ms WA WA WA WA 790®c IUA WA IUA tUA IUA 341 b 44203 50006 ANCHOR CAPACITY TABLE • • NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. • p • • • Jam•"-'•4� FIGURE 1: FIGURE 2: TABLE NOTES: ••• • - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. :90: •• • • • SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. •• •• Ptodact t(t•1•r4e1� • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3.125" •••• • �� ppl�•LYNN•.• FIGURE 3: r • • �•:........... 7CEy i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • �; v••'�•1•� '� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •• a 4►:. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 14058705• • _ ; ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED !OC' • •• �: ^ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 480.WOOD SHALL BE PRESSURE-TREATED • ;• FIGURE 4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.78 AND 13E A MINIMUMOF.125 1'X 3.125'X A'MULLION 'Q TATE 4[/ THICK.STEEL STUDS TOBEAMINIMUM GRADE 33AND.048'THICK(18GAUGE).STRUCTURAL STEEL TO BE AT (• MULLION) 1 •.;FLO180A••'•G��: LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •••• ® THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEI.I"SS.OR 410 S.S. A.LYIrFi,P.E. FL P.E.$58705 TABLE BA Mullion Capacity Table ObsM Openln9 Width(forverVoo*spardM millions)orOpening Height(for hodwrA9*8peMrg m181ons) #o' so In so In 7014 SD In Solo 100 in 120 N 140In too In IA Reoten9u9ar he4JTdar•. ReGsnguter I TMODIV4 Reelanfuler Trap101ar•. Reoteaedar Tw7(rdmy. Rebar+9da hep/Man9. Redlm•der TraWNwlp• Reofarl•dm Tn8%Tdar1g. Reolen84er Twpl70eng. Reolea9+rer hep7r6m•. y 1 x4x.128 Loedr• Loedne Lowing Laadr• -Loaft Loada9 Lm+dag Looft Loaft Loodr• Loaft Loaft tovirm Load48 L-ft Laadn9 Lowing �a( 999(tif Ajum*Tube Mullion iq v CO -,2• 170.0 820 170.0 435 170.0 744 170.0 478 170.0 883 �'1170tb We 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 ry 0 170.0 621 170.0 1488 170.0 831 145.6 14N 170.0 621 .6 USI 170.0 621 t 48 In 170.0 708 170.0 424 170,0 860 170.0 684 170.0 952 170.0 830 170.0 1133 170.0 881 1709 1276 170.0 871 160.3 1303 170.0 BN 130.3 1983 170.0 BN 111.7 1803 170.0 995 97.7 1303 oo B80 WM-In 170.0 747 170.0 953 170.0 898 170.0 031 170.0 1018 170.0 884 170.0 1195 170.0 723 INA 7246 170,0 747 140.0 1234 170.0 768 117.1 1284 I".0 768 100.4 1236 170.0 760 87.9 1234 170.0 768 � �� N 54h 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1118 170.0 764 154A 1195 170.0 803 137.2 1168 170.0 837 123. 1158 170-0 8N 102.9 1160 170.0 951 951 1148 170.0 881 77.2 INS 170.0 881 m � O BOM 170.0 886 170.0 701 iB0.7 1042 170.0 797 1429 IOM 181.1 832 126.1 1042 14&7 815 1112 1042 1389 801 f00.9 1042 130.2 701 03.4 1042 12&1 7Mt 71.5 1042 126.1 782 82.6 1042 126.1 782 J 03 fn 170.0 930 170.0 744 1612 952 W&S 818 129.8 952 144A 795 113A 095 131.0 782 1959 992 121.0 795 00.7 952 114.e 795 769 992 06.4 745 849 992 108.0 7M 6&7 993 Me 7M g � NM 195.4 947 1709 795 137.0 947 1499 706 118.1 947 130.3 788 103.4 047 117.7 762 019 847 10&7 738 95.7 9W 1022 727 95.0 047 96.1 713 89.1 947 04.0 711 51.7 1147 04A 711 Z 72 In 136.9 8{9 142.7 737 1132 849 121.8 722 979 849 108.0 708 848 848 98.4 898 769 849 88.7 895 WA 849 a27 875 95.0 849 76.3 959 489 048 726 Bbl 429 819 7270 861 d W 7895 1169 792 120.7 695 96.3 742 102.8 862 82.6 782 90.0 810 722 762 8" 029 04.2 702 742 62D 679 702 952 613 46.1 782 629 802 41.9 762 NA 897 38.1 762 NA 695 � 1n Z 78M 108.9 724 111A 034 95.0 724 949 821 70.3 724 829 959 83.8 724 74.4 959 NA 724 88.1 Nt 63.4 724 43.4 683 959 724 57.3 573 362 724 54.3 687 33A 724 639 We J 00 In N.0 843 71.0 495 68.0 50 80.7 474 49.7 643 67.0 495 439 649 471 495 388 443 42A 482 34.41 693 95.6 448 28.0 643 349 438 2709 643 321 130 21.7 843 30.7 470 G 0661 67.3 478 K9 427 479 478 49.7 419 409 478 432 412 36.8 470 389 406 31.8 1 478 349 400 129.7 478 YLO 395 23.9 478 28.1 395 20.5 479 269 995 179 478 242 378 195 In 40.3 377 41.1 341 33.6 377 348 335 28.8 377 30.0 330 252 317 26A 326 224 377 24.0 321 1 20.1 317 229 317 16.6 377 19.0 310 14.4 377 17.1 304 (q r 111 in 37.1 367 379 323 3" 357 319 318 20.8 387 278 313 232 957 24.4 309 959 367 220 r305 1 18.4 367 20.1 301 16A 387 17.4 294 d 1201, zee 308 29.6 278 21.6 306 7701 274 21.0 308 21.7 270 18.9 308 182 287 182 395 17.3 283 V Q 1446 17.0 212 772 196 X Z O O TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: aW0lreta 2.7x Omlorete 3.6 0M. Table MCBMCMU FOedCMU WUod RUN (OP-))(\ANCIOR CAP.,„,,,,, AN(:HOR CAP.,,, � � 6118•Ebo 1lr69 Elco 8415 Eloo 114.88 E,00 4108tW 01281eei 012 SW `MULLION CAP'"'°'- AnahOr CUp P8tte7ne Arlelwr 9I1S Fico URwoon 1M EW lF9r•an 37iM Ebo Uliwoml 1k•EW 110weoa 1Mtraoon A9Meemor UOreoon Ag6ra0e1or Baww(06)Screw(eb) Saw(176) USE THIS FORMULA TOOBTAIN THE'ANCHOR Edge Olswme 94k 1• 21Fr r 2•Vr 3.148• 1• 2-144 V 2.1rr r 3-IM 21 0AV am a22r CAPACITY REQUIRED'.CORRESPONDING TO AN Embedment(tar f•2W tak• taro• 1314• 7 1-144• I-IW 1-U4• t•tW i-IW Zak• r I-W 13B• %sees ACTUAL PRESSURE REQUIREMENT FOR THE ••• 2Aohoss@4.7S Mto.O.G/Standard oro6B6lCEO ft.192}: 3900sa 3900w 460 fba B80e0 184d ias 2F00s 280109 381 Oe 740.9 371 Poe 948899 31160 442 Its IVSs OPENING,WHEN IT IS LOWER THAN THE MULLION • 4 Anabo s®2.25 Ift MM I Standard(W abeq®p(Rp- 700189 700Ibs 680®e 1410168 &2 be WA 680.8 WA 0.W 23 WA an Wa WA N20>s s n9 112016s CAPACITY(FROM THE TAI E F T� 4900 000000 BAnahae®1.1S MIn.O.C.18lendar0(oiObbe0�p 979.4k 9800is 14W VA NIA WA WA NfA 760 m3 WA N!A WA WA WA 1383 We 1770@8 2240 Me MULLION.JTWILLYIELDA m C • 4 A4o1nw703•Min O.C.1(2)21 8A1gta gtys/(Flp.bX 790 Ws 780 Me 660 me 168060 1N81he Was 680109 NFA 79503 74890 895R* 1892169 682.9 Man 1195@8 CAPACITY WHICH MAY BE USEDT GU FY •••• • BAmbew NSMM.O.C.I(p d6 A4Me C8ps/ffb•eY 117090 1170lbs 1020Is 2M as 2844 m9 610.0 940 Ws WA 114009 1122ms J=me 7898169 1022 Ws lX71b9 18959q ADDITK)NAL ANCHOR OPTION6ti9QN4TYE • • 4 Ambore @ OAV Aon.O.C./UCBp.MAW Atm,.".7j WA WA WA NFA WA 4970 WA WA WA WA WA N4A WA NIA 1430160 ANCHOR CAPACITY TABLE. • PRODUC7•R$V198D 2A4ohow®2.77 ABn.O.C/F1ap(A 4 390 ma 3600m 2BOPos 70.5 ms 478168 NFA 28009 WA 315@5 WA 440 as WA 341 be 442 We 6N0s �dM8�d0wbh15•IR6dda • 4 AmhI 1.1S MI a.O.C1 FL 5p 4 495 ms 700619 WA WA WA WA 795168 WA NOl WA WA WA 082Ws 05 Its 1120 as NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •=� TABLE NOTES: ••R- T • � . • FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE •• ••• tt t t��Y y • • • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• • �� pCN L...•!�Qf(�c��i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ; • y��,r'•''JC0 0S�•"�' /': 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES • _ N0418705 4. FIGURE 5: FIGURE 8: FIGURE 7: TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW • ••SUQGESTED,APPROXIMATE HOLE LOCATIONS.• • 4)SUBSTRATE&CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • '� t ?ECONCRETE BLOC(UNIT(CMU)SHILLL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126"SOUTHERN PINE WITH AN SO OF 0.86.ALUMINUM SHALL BE 6063-T6 MID BE A MINIMUM OF.12V THICK.STEE. �F •••••••STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK !�N��• ANGLE CUP(FIGURES 5&6)MUST BE USED W PAUM AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.810& 1'X V X.126• A.LYNN Mlll ER,P.E. 812 ANCHORS INTO WOW MAY BE STEEL,18.8 B.S.OR 410 S.S. MULLION FL P.E.B 68705 TABLE 7A � Mufflon Capaft Table ibs)92 Opening Wklth(for-Mca*spaMfV ff4gore)g Opening Height{for rmlrtg atudons) tt Goin Bo in 70 in MIn 90lb / in fM In 14901 1M In I x42.37b Raetmr34a 71apJTtlmg. Red•18utm Trep/Tdang. Neotengder Treµ76eng. f600tangl/m liaptrdetg. Redmpdier TraWT6an6• T1eplTrleng. Reolanglder TrepJrdsng• Reotwlguta Tta9/Tda1q. Re•�•+I• hap/ldan9. y C Alum.TubeLoading Loading Load" t�$Loading Loading loading loading ImM9 LoaOng Leant Loading Loading Loading Loading, Weft �a9 Loading Loading Pal $ Mullion 1 1 1 c-s 1 11 1 �' h 1 1 O� N66 I I I I I I II 1.1 it i i 4 1 11 11 111111 11 11 11 11 11 11 11 42 in 17x0 820 170.0 436170.0 7 1 170.0 478 170.0 888 170.0 608 170.0 882 170.0 518 1118 170.0 621 170.01283 170.0 521 170.01486 170. f00 1 170.0 1735 170.0 621 170.0 1083 170.0 521 49b ? W 170.0 708 170.0 624 170.0 860 170.0684 170.0 B9I 170.0 830 170.0 f133 170.0 681 170.0 1276 170.0 877 170.0 1417 170.0 880 170.0 1700 170.0 NO 170.0 18&1 170.0 680 161.0 2024 170.0 883 llIILLLL MAW in 170.0 747 170.0 509 170.0 1 868 170.0 1 631 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 1 747 170.0 1494 170.0 768 170.01 1783 117U 1 756 158.0 1919 170.0 768 138.6 1818 170.0 IN � 7, Min 170.0 707 170.0 612 170.0 868 170.0 891 170.0 1118 170.0 764 170.0 1276 170,0 803 170.0 1434 1700 837 f70,0 1594 170.0 968 168.8 1799 170.0 801 137.1 1789 170.0 881 120.0 1799 170.0 881 m $ 60 In 170.0 886 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 878 170.0 1417 170.0 M 170.0 1694 170.0 898 IWO 1818 170.0 1093 1208 t$19 170.0 1063 111.0 1818 170.0 1083 97.2 1018 170.0 1063 631a 170,0 930 170.0 745 170.0 1118 170.0 830 170.0 1302 170.0 940 170.0 1468 170.0 1016 1607 1542 170.0 1836 141A 1542 170.0 1122 117.5 1642 1606 1158 100.7 1642 157.9 1157 801 IOU 167.9 1167 g � MIn 170.0 074 170.0 788 170.0 1iM 170.0 803 170.0 1364 170.0 1002 160.9 1472 170.0 IOM 142.8 1472 188.8 1148 126A 1472 168.8 1130 107.1 1471 147.8 1106 01.8 1472 148.0 1104 80.3 1412 149.0 1104 Z 721n 170.0 1063 170.0 876 170.0 1275 170.0 1000 150.8 1320 168.2 1101 1320 1320 149.9 1062 117.3 1320 137.0 1066 MA 1358 128.0 1049 800 1320 117.0 1024 760 1320 1/20 1013 BGA 1420 112.0 1012 '� W 76 In 170.0 1122 17" 937 149.6 1184 168.4 1013 1282 1104 139.9 984 112.2 1184 125.7 978 99.7 1181 1163 854 690 1184 107.5 952 7!.0 it& 97.8 970 64.1 1184 93.1 927 50.1 1181 82.3 926 = � Z 78 to 188.1 1121 170.0 887r74.2 1124 117.0 849 118.8 1124 1208 947 /030 1124 1/60 831 823 1124 149.8 818 83.0 1124 980 BOB MS 1121 800 880 08.3 1124 819 881 61.11 1121 83.2 678 a P_ '�.. 90 In 1001 844 111.5 750 814 919 730 77.2 844 62.1 724 67.0 644 733 712 00.1 8N 68.6 702 64.0 644 61.4 M3 46.0 844 64.2 878 39A 514 60.0 888 330 844 47.7 602 98 in e.1 742 01.5 683 742 772 � 83.8 742 87.2 8H 66.7 712 590 631 49.5 742 54.1 822 440 742 49.8 614 37.1 742 430 800 31.8 742690270 742 370 684 1081n 028 685 83.11 630 6M 63.8 621 44.7 686 406 613 301 688 H.1 606 30.8 688 373 496 31.3 698 34.2 492 26.1 688 290 481 IBA 471 190 658 21.7 458t111n 67.8 686 608 G83 655 490 486 41.2 666 44.9 483 38.0 658 38.0 480 32.0 50 34.2 473 280 555 313 487 24.0 586 27.1 467 200 658 743 418 18.0 656 22.4 442041648.4 476 300 428 328 476 33,7 420 280 476 IBA 414 263 476 15.8 108 228 476 210 404 480 478 41.1 395 103 476 183 387 U3 475 17.2 381 I' a 14401 20.4 330 26.7 306 220 338 224 301 18.9 330 199 M7 180 330 17.0 203 Q x TABLE 76 •••• D ANCHOR CAPACITY ADJUSTMENT FORMULA: • • AMn horCapactly Table ANCHOR CAP.,�„�, •*00 • ' Sebshde: 278 Concale 3.53 Caro. Ho0a7CMU F06424U PT Wood Metal (DP. )X( QANEHOR CAP. G/18'Hoo 114'68 FJeo ff1W Elea tW 88 Ebo 010 Sted 0128ted 612 atee4 MULLION CAP.,,,,,,,, •• • :0040 • AtrcAW 3118'Elco 181reooa tK'Eko IAeeeen h Elan,Ultracon 1F1'Hoo Ifdreeon • Anchor Clip Patteme I80eoon Agpre6ata u0mcon AW80ator Borers(05)Strew(0) Sae•(05) USE THIS FORMULA TO OBRTRAjQI�?iE� •• •••••• Edge0ls*"ft 1' W.. 1' 2.1& 3-tw2-1? r 2-tor r 344 2' 0.48' OA4' OAW CAPAOITY REQUIRED' 0 E�4gPPOONN�� TO API EmOeft 6n 1.314' 1-334' 13N• r 1.114' 1-IN' t-Iw 1-114' 144 r 1383' 13/8' teAes ACTUAL PRESSURE CoREOUIRF�)Q�1'i'QR•THE • • • 2Amiroae�4.76'Mb.O.C./8Ie a05ed CBp 1ph•182k 390lba450 as 8900ro 1644 go 280 Pon 834 as 740®n 974 ae 884lba 8481149 341 lba 442 D60lbn OPENING,WHEN tt18 LOWER THAN THE MULLION •••••• 4Anonae42226Mh0.O./8WA.dW0M"C0plFlp.sk 700 ma68o lea 1410 Bre OMS658Poo WA woos WA am In WA 662 roa ON Do 1/2158 CAPACITY(FROM THE TAB OF"WRELECIED •8Arotpre@1.16'Mh O.O./SWANd(orO�COP ft.4k 958lbsWA WA WAnome WA WA WA NA WA 1303 bs 1770 lba 2249 lbs MULLION.IT WILL YIELD A A�NyG?IOR •4 Andxws@ 'Mia O.C.1(2)Ilt5At•ls Clan I ft.4 7M lbs800 an 1.as 1898lbn ON lba WA 76Olba 748 PA 860ft leaf» 682 ft Mae 11Mlbs CAPACITY WHICH MAY BE US T30AL)FY ••sAnotcre@s•Mlnoc./(C2.srv�ceps/(Fq.sk nmf>sfazolba 23aome 2a4aros Baolm WA llaolm 1122702 aMmo M3eme uazma t3l7roe teeoros ADDttIONALANCHOR�T10t�4# Qp/61'�E • • 4 Andw 42 0.46'Lft 0.C./Uf1ip,sao.l2b'Adnn.(Fp.7k WAWA N A WA WA WA NM WA WA N/A WA WA N1A tAOlbs ANCHOR CAPACITY TABLE. • • R61k� 1Ancdere422.26 WL0.0/F121pftBk WOlbaTMlbn 749049 4711 Ws WA 2Mlbs N/A 316lbt WA 440 ft WA 311lba 1/2fw 680049 a67t1!>ine•�kbth•PIe1W•• 4 Antos®1.15'Mei.0.0J F41fp(Fig.Bk 460 as 700lbs WA NIA WA WA 380 WS WA WA WA WA WA 602 PAUSa s 1158lbs 0146 0 • NO NOTE-FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. --'-� 1.082' r-- • 1.•00' �"-- W- A. •FA .'-n'�r • TABLE NOTES: • •FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGUREa. FIGUREW 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • •••• ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. •• • 11111=m 11/ • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS LS ALLOWABLE •• J•,�,�,ON-.••.•.., • • • • • • • • r• • 3)MULLION AND MULLION CL03S SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE r' UCEN3F '•,,;p 4.420()' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.0w' ` � NO.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - FIGURE 5: FIGURE 6 FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -41- • • • • GROUT-FILLED CONCRETE BLOC(UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BE :d TATE Cy • • • • PRESSURE-TREATED3-76ANDBE MIYELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE ''A •.. F • • 8063-T6 AND BE A MINIMUM OF.125'THAI(.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04b' �5. w5, ; S•.......... �tO .•��\?� THiCK(18 GAUGE)STRUCTURAL STEEL TO BE AT LEAST.12G THICK AND A36.ALL ANCHORS ;,!�NAI. ANGLE CLP(FIGURES 5b8)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010&012 1'X 4'X 375' 1 1•X 4•X.376' a LYNIiI I1AIR,P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 SS.OR 410 S.S. "r 4AULUON MULLION FL P.E.O 58705 TABLE 8A I1ye Mullion Capaft Table Ibellit 3� Opening Width(tarvei8ng mullions)or Opening Height(fortgM 1t6Ry-vardrig ffpA-) 512 C 50 In OOm "in so in 000 loom 12D In 1400 1801n I b 128"x X61 0.r Trepmlang• Reat 0.r Traprimrg. Re4mn•dar Treplafelg. R4otetgMu Trap?derg. 1laemtg ddat liea'61sn9• TnWlaferg. Reafelguler Ttsp/TMerg. Reotm8p00r ftPnamg, Re47agW TmWlitaeg• p p 1.26"x toearg Loading Loa*g I-&" Loading Uadmg LofnO Lda4n9 Leadag Loaft Loaft tezan9 Lwdrg Loa&,g Lom6g Loa" fa3fto La"M 6Y .2W Alum Tube Mull UL W s 2i a s a 3 Z 42 in 11&0 620 170.0 416 170.01 744 170.0 478 170.0 888 174A AN 170.0 002 170.0 NO 170.0 1118 170.0 521 170.0 4-01 170.0 521 1170.0 1485 1170.0 1 521 170.0 1735 170.0 621 1788 170A 521 0 480 1170.0 708 170.0 524 170.01 860 170.0 884 170.0 M 170.0 830 170.0 1113 170.0 681 170.0 1276 1170.0 077 170.0 1417 1170.0 680 164.0 1548 170.0 880 132.7 1646 170.0 880 118.1 15x8 170.0 880 ODAW In 170.01 747 170.0 683 170.0 896 170.0 631 110.0 1048 170.0 604 170.0 1196 170.0 723 170.0 1345 170.0 747 187.0 1468 170.0 756 1382 1488 110.0 758 1199 1488 110.0 756 104A 1488 170.0 756 ^7� d<In 170.0 797 170.0 012 170.0 956 170.0 891 170.0 1118 170.0 764 170.0 1278 170.0 803 183.1 1378 170.0 837 148.8 1378 170.0 658 1222 1378 170.0 881 104.8 1378 170.0 601 91.7 1378 170,0 081 W 4pO} win 170.0 886 170.0 701 170.0 1003 170.0 787 156.8 1160 170.0 878 130.0 1158 167.4 830 123.8 1158 158.8 819 111.2 1158 IWO 812 927 1158 1449 906 70.4 1156 144.0 806 09.6 1158 144.8 = 63 in 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.8 862 120.1 1051 142.0 848 108.7 1051 1329 637 88.1 1051 128.0 890 80.1 1051 118.5 872 88.8 1051 119.1 021 0&0 1051 119.1 621 N 88 In 187.1 867 170.0 788 1389 867 1619 806 118.0 957 134.0 780 104.4 867 121.0 T!7 92.8 �7 112.0 781 83.0 857 1089 768 899 887 100.0 750 59.7 867 969 718 502 867 88.9 748 Z g 72M 128.7 804 1362 1198 107.3 SD4 1162 884 81.9 804 1019 871 OOA 801 81A 650 71.6 804 81.1 850 84.4 801 78.8 815 639 804 722 833 48A 801 89.9 826 402 BDI M.8 828 "� 7 7881 F-.4 722 114.4 630 012 722 072 816 76.2 722 859 ON GOA 722 78.7 688 809 722 709 688 64.7 722 859 580 459 722 59.5 670 39.1 772 60.7 686 342 722 602 564 =,t Z 780 886 105.8 600 AM = 9 688 723 886 78A 677 639 885 709 580 662 866 B{.6 6� 60.8 885 80.1 663 422 866 64.5 618 962 805 6fA 637 31.6 885 00.7 638 Q Win Sib 00.0 467 A 449 47.1 616 60.1 /4/ 412 516 4a.T 434 38.8 016 40.8 428 33.0 616 37.4 4Z2 779 616 97.1 413 239 616 309 107 20. to 8 515 29.1 401 98In 453 65.8 404 .1 397 38.8 453 41.0 391 339 453 38.4 385 302 453 33.0 379 272 453 30.4 374 228 453 289 308 IDA 463 249 300 17.0 463 22.9WSIn 358 39A 323 .8 318 272 368 26.4 313 239 = 252 308 212 368 22.7 304 1&1 356 20.8 300 169 358 18.0 203 N 7W111 b 338 35.8 306 1 301 2&1 338 28.1 287 22.0 338 232 28:4 199 336 209 289 17.8 338 19.1 285 X 1201n 27.8 290 289 264 ,8 280 19.0 280 209 258 17.4 2A0 182 263 15A 280 18,4248 I^ 144 to 18.1 201 189 186 1901 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: • • �y Anehor T41Ma(go) ro_)X ANCHOR CAP.,,",,,®, HOR CAP.- •••• • �5••7 SWSUffie 2.78 CCOre(95 308 Coat. H000a QdU FPoedCL1U 44'000 UEtd pN� bir Elco 114•ss Et ene Eko Yr 89 EKo 0./0 sled 028001 alt steel MULL�N CAP.,,w„", i i-- • 0000 • AnetwrCBp Patterns 9.16'EIco USaxan Y4•FJcoutUacon � 9i6'EIto lOasat Vr EkoUOrecan AggreGaW UOatort AgFe3" 9cmw(G5)jGcrel(ON 8cmwia5) USE THIS FORMULA T00011 I R �g ••••�• Edge US%=pnO r 2-vr r 2-Yr 3.118• r 2-Ur r 24W r sire• r 0.4F ON, OM4" CAPACITY REQUIRED'CORRE ��IONdG�TO AN ftgact"M taro• far fart 144, r 1-vr 1-Vr 1-114' f-vr 1474' 14W r 10.80 13.6• terms ACTUAL PRESSURE REQUIREiW SOR THE • • • 2Anctars®0.76•Ldrt o c.r Malawi 0.r Oftel c9p ft>X 390&s 390910. rA09 890 me f m9 27009 280 ma 364 HIS 7400s 3.71 me 694 ros 918 ma 34100. 442 20 ma OPENING,WHEN IT IS LOWER THAN THE MULLION •••••• 4Anth=@I.15'4un O.QISW,dmd(WCW)a6p OT92r 4906w M)Ms WA IVA Rw IUA 380 In ILIA ILA IYA wA WA 962bs MMS 112046 CAPACITY(FROM THE TABLE OR IH,ttEE'LLE'eC`TED • •• • • 4AOtame(g13'tdia O.C.r(212c6Arate /pig3O MIMS 7W Its 4,4009 188090 1e966n a4Oms 6W ms WA Mills 748 n4 880 an t=28 682 ms 8860.s Mow MULLION.IT WILL YIELD A�4x1 /ArtOws Q0.46'L191.O.C.l U1xp,bdo.12C ANat(Fig.4O NIA NM ILA tYA ILIA WA WA WA WA H81 WA WA WA I6A 143000 CAPACITY WHICH MAY BE ALp,( •• ••••• IAttfwIF 980 H6tbs 186 ne 228109 44500 827®0 196ms 140®0 177 On 3701ba 187 N4 3320.0 47390 170915 22100 780 ms ADDITIONAL.ANCHOR OPTIOWeW0jW0 see • • 2.0xins @ 1.151IdteO.CJF Mtbs 990b WA I WA I IYA WA 19090 NIA ILA I WA IYA I WA 1 34106 442 Bs 68080. ANCHOR CAPACITY TABLE. • • AQDULTRBy(gB73 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. BuBGpgtrtW 1L•TYOdd••• OD2 FIGURE 1: FIGURE 2: TABLE NOTES: F-1'28D�-'i g•� •, � g • • • . • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • •• Ro6v014C.t ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATIONMETHODS. • • • 000000 a • 0000 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. • • •`4 LY.NN 77 �. FIGURE 3: g• .+,rONY... RIfy ��., 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.1 ANGLE 88' `��'�; �,4CENSF'•.�t<,9 ANGMUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIPBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. . • No.58705 •' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = _- FIGURE 4: FIGURE 5: FIGURE& GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL r �O• y Rr - BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85.ALUMINUM SHALL BE Auj 1 • • 8083.78 AND BE A MINIMUM OF.12G THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND % T'•. �: • .048'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.128"THICK AND A38.ALL 125'X 3.188 X 285 fMN.LIQN i, '• CORIDA,`\?� ® (� (J-IW VF MULLION i,ss •.• \C�` • ANCHORS INTO METAL SHALL.EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 177 /0�� E t4. • 810&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 SS. A. t2t4i 1(hIN� P.E. FL P.E.O 58705 TABLE 9A • � Mouton Capacity Table Itelfe) Opertmo Width(for veraea*Sparadtg mum*na)a Opening Helght(for hod2on•6T-9pawft na®ore) u! 601, Sam 701, SO OO In t00in I 1201n 1401, NOW p6 IheNnytar TmpRlmg Reomnox"r TmprrA.M. t4alwn A. Tmprrdmg Rmtonpmer Tmprrdma Reaengwim Tmplidwng. Re41en9umr TWTdw0 Reolanoulw Tarrrden9. R9otmyutm TrwpRdwg. Re4leaglda TW&np. t 1 x6.100 6 LOaft Lancing Lowalg Los g LOudtn9 Loa" Loan 1.0.010 Loam l towing L"'I fne65g Lacing Laan9 tooft LowanO town➢ L d" pY0 Y,7 URL AIp� � � g� � �y � I� Ian 11 1a IIa I I C4 d 421, 110-0 1 870 170.0 435 170.0 744 1170.0 478 1T0.0 170.0 808 170.0 992 170.0 Ste 170-0 lite 170-0 621 1116 110.0 621 127.7 1118 170.0 621 1083 1118 170.0 85.8 1118 110.0 621 7 N1, 110-0 706 170,0 824 17&0 850 170.0 681 187.8 878 I= 830 148.7 978 11&0 661 130.4 078 110.0 877 117.3 978 17.0 NO 97.8 978 110.0 890 83.8 978 170-0 am 75.3 are 170-0 No 609261, 170.0 747 170.0 ON 170.0 8811 110.0 831 160.7 027 170-0 681 131.9 807 1886 He 117.2 MY INA 899 1033 927 168.3 NO 87.9 927 169.3 696 78.4 921 386.3 888 86.9 921 1563 696 � Ix N 1, 170.0 797 17U 817 184.8 BB9 1TOA 681 1326 BN 153.0 883 115. B88 141.8 889 103A B69 131-0 880 82.7 00 129A 864 77.3 869 12&e 882 B&2 888 1289 862 61.8 B89 12.8 662LU 60 In 1432 748 INA 834 119.4 7N 132.3 NO 1023 746 117.8 BOB 693 7N 1079 699 799 7N 101.0 692 71.9 740 90A 667 69.7 746 839 683 91.2 748 93.3 683 N3 149 93.5 683 (N� 631, 123.7 077 132-0 678 103.1 eA 113.2 689 gad 871 100-0 636 77.3 877 9fA bOB 8&7 877 86.2 638 81,0 87/ 81.0 631 61.8 817 IrA 62(1 N.2 871 76.7 628 58.7 877 78) 928 v J 60 in 101.8 617 114.1 630 89.7 811 919 619 78.9 817 8&3 608 87.3 817 7a3 800 898 8fI 72.8 494 63.9 817 68.7 489 448 817 BOA 483 388 817 69.7 482 53.8 817 85.1 4a 721, MA 816 87.1 450 69.1 518 142 440 592 618 802 432 619 618 88.8 425 46.1 Ste 64.2 419 41A 518 00.7 414 34.5 518 N9 408 209 518 46.0 405 20.9 618 NA N6 _Z � 781, 703 NS ia} 406 89.7 48S 829 98B 60.5 486 648 3B0 141 4� WA 984 98.2 486 46.3 378 362 186 422 374 79.1 466 383 367 267 483 353 584 22.0 483 387 585 g j 761, 857 N1 88.0 38l 60.3 Nt 67.7 379 N,8 411 6D.0 372 10.8 N1 NA 986 3B7 N1 419 380 32.6 Nt 38.7 30B 27.2 N1 34,0 349 23.3 N1 33.1 348 20.4 Nt 32.7 316 I a 901n 42.4 332 43.8 2116 35.4 332 378 289 30.3 332 323 280 28A 332 289 280 239 332 28.1 06 217 332 24.1 272 11.7 332 21.3 269 162 1 332 103 282 15.3 932 16.7 280 H oO tE 358 291 308 28.1 2B/ 30.9 256 25.0 201 2&4 262 21.9 201 23.6 2W IBA 291 21.3 2N 173 781 193 241 149 291 17.1 238 12A 291 13.6 232 Z Q OI O 24623025.11082032302f.i 20d 17.0 230 tai 101 16.4 230N 229 218 201 187 fag 218 /9A 1& 1&2 218 16.8 181 14.1 x18 179 187 f&2 170 149 887 tb.3 187 LLI X Y ~ H � � O 6666 0' TABLE 9B AnahorCa Tabta ANCHOR CAPACITY ADJUSTMENT FORMULA: • • g A% 6666 9obstmte. 27k Cmomte 3.bk Ciao, tte5ns c641 CMU PTYY9od 7dmal (DP)X(ANC�RCAP.,,o,,,e,�e�CIVR CAP., 5na tZoo 1114'8815160 Hite Eroo ud SB Ebo no Stmt 9121xael ala Brea `MULLION • • •••• • Angor TyW 3fW Etoo Ulbeoon vr19eo1AUwon 3n8•Hoo UOmom u4•EkotAl9uan _ AnchorClpPettems I91raa0 Aggmaetar homes' AgprWator 8cw(e5)SmR(65) 17osa(00) USE THIS FORMULAT00BT�� R • • Edge Obteaan Onk r 2-vr v 2-IW 3-Ur t• 2-u2' r -tw r 344 r OAA OAC o.3aa• CAPACITY REQUIRED'CORAE$ ) G TO AN• •• •••••• Emb dmeM On 114• 1.974• 144• Taw• r 1-114• 1-114• 1-ur t-tw t-ur 14w r tai• I-w vmew ACTUAL PRESSURE REQUIRgW fW THE • • • 2Aroba9 @ aTb M,O,Q i S 0drd orO5we7 t ro o:W tk 390 ms MU 450 ft 890 mw tell 03 2mft 2500w 354 ns 746 ws 374 Me O4 0m 949 @6 30129 4421,e GOO Ins OPENING,WHEN IT IS LOWER THAN THE MULLION 6 6 6 6•• 4An41MG 1.15.611,.0.0.18mMnm(w0fte0 CUP 2k 4802s 70028 WA WA NIA WA 389ms WA WA NIA WA WA 60225 6882s 112022 CAPACITY(FROM THE TABLE"THE SELECTED9 a • • 4Anays®T-0.CIt2)2w6An&CBpa/(F7g.3k Nation Too ala 66022 Imous 1898m5 am as am as NOl 760 Its 74825 9eoaw 188225 Baas 88922 1 112025 MULLION.R WILL YIELD Mb R • • • 3 Aneba9®Oir M1,.O.G I U{8p,21,.1666 Ah m.fib.4k WA WA WA WA NIA WA WA Im WA WA WA WA RW WA 830 ms CAPACITY WHICH MAY BE(),q FY • •• ••••• IAwlnr/FcuptFk.ak 1951bs 195 m5 1 2251.m 445 m2 =Me 135 am UO An ill lbs 37025 1Wm5 352Iha 07325 17029 arae 2802e ADDITIONAL ANCHOR OPT HE • • 2AWt ®1.15.600 O.CJ Fmp(Fp.q24o ft WANTA WA WA /90 a• IVA WA NA NIA WA 311 ea 44221 6602e ANCHOR CAPACITY TASLEI•6.66• .p1 �� • RBYL981T•••• Om6p1�_wfibtb•I�dd••• ,� �{-- FIGURE 1: FIGURE 2: TABLE NOTES: 1�btP' • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • e ProdudFclurol 6 ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 6• • • •• • • Ati 6 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. •6 LYN • ! OI3V Ai N �i�i FIGURE 3: ANGLE 3)MULLION AND MULLION CLI'S SHOWN ARE NOT TO SCALE.FOR EXACT'DIMENSIONS,SEE 3.250• ��•' IC£NSF'<<F,p i CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS i�.:• ••..�. 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Ho.58705 IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND - 0 FIGURE 4: FIGURE& FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C 100 90.WOOD SHALL ' ��'•, S/pTEc) :,�w1 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE f b�J • • 8063.75 AND BE A MINIMUM OF.100'THIOL.STEEL STUDS TO BE A MINIMUM GRADE 33 AND T� • 1 • .045 THIO((18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THICK AND A36.ALL ; s•F<ORIOP.•',G,\�� ANCHORS INTO METAL SMALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25•X 326•X.100' S�flNAi- #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYI�)V MEC�`12,P.E. • FL P.E.#58705 TABLE 10A MRllon Cape"Table Pilot) 101 Opening Wd01(fays4(rsIlyspemingmtdiore)orOpenin8Ha19M0orho4rmia6yspu tgnw3m) 4• S09t 601. 70 in so in 9010 In In 125M 11010 too in k Reeteg4a7 T1ap7riang. ReWugWm Trepfrdetg. Rettangft Twplda.g. P-tstgnlar Tropldmg. Redonow" Tmp/1M.9. Reotmp* TmpRdag. ReNmgttle7 Trop AR* Reatmgular TropTda69. 11801m ft Troplrlsq. p C 126x32.624 6 1a6n9 t.oad6g L-Ong Leaft L4adbv Loft to-" Loemn9 1-034148 Looft L..%g Loft Loe4N9 Leadma Lwdkg Lo66ng 1.4-ding Loe49g 810 gg Ahrm.Tulm f f f., f t, t f2'. -f .-. -f f -t e.. -f -f -e Mu .110 U U U U U U U U U U U U U U U U U U U U U U U U U U U U cc il JI 4210 170.0 6M 170.0 / 704 744 170.0 478 110.0 868 170.0 605 170.0 992 1709. 919 170.0 HIS 110.0 621 170.0 1240 170.0 521 170.0 148 .0 621 170.0 1135 170.0 621 170.0 1983 170.0 521 _ 48 in 110.0 108 1 70.0 624 110.0 860 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 in$ 110.0 677 170.0 1411 170.0 660 170.0 1700 170.0 0B0 169.7 1979 170.0 NO 148.6 190. 170.0 660 LLYY SUN in 170.0 747 INA 663 170.0 896 170.0 831 170.0 1016 170.0 684 170.0 1193 170.0 773 170.0 1346 170.0 747 170.0 UN 170.0 768 170.0 1193 170.0 169 1623 1877 170.0 168 173.6 1017 i70A 756 '.t � N 611. 170.0 707 170.0 012 170.0 968 170.0 691 170.0 1118 1170.0 1 754 170.0 1276 170.0 803 170.0 1434 170.0 637 170.0 1691 170.0' 868 169A 1769 170.0 861 MA 1169 170.0 881 117.3 1769 170.0 861 W 601n 170.0 886 110.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 IWO 944 181.1 1611 170.0 998 146.0 1611 170.0 W!3 120.8 1611 170.0 1063 D3.8 1611 170.0 1063 90.6 1611 170.0 1683 63 in 170.0 930 170.0 746 110.0 1116 170.0 060 1704 1302 170.0 910 166.6 1370 170.0 1016 139.2 1370 170.0 1078 128.3 13M 164.0 1092 101-4 1370 166.9 1012 89.6 1770 166.3 1070 78.3 1370 166.3 W70 6814 170.0 974 170.0 169 170.0 IWO 110.0 903 156A 1246 170.0 1002 1369 1218 168.6 1013 121.1 1240 141.1 1000 108.9 1248 139.0 989 90.0 1248 130.4 978 71.8 INS 129.0 976 68.1 1248 129.0 976 Z �. g J 7214 787.8 1019 170.0 878 139.9 1049 1609 892 IWO 1619 132.1 876 101.9 t069 119.1 860 939 1619 109.7 US 67.0 1019 1027 836 09.9 1049 94.3 825 69.9 1049 919 820 62.4 1049 91.1 ON 76 in 1427 941 149.1 822 119.9 911 126.8 805 101.9 911 11113 791 899 941 90.0 T71 793 Sit Oil 768 71.4 941 863 1W 693 841 17.6 744 61A 911 14.0 737 44.6 971 733 735 > > Z A 78 in 132.0 881 137$ 783 1ta0 894 116.9 TW 91.3 M 102.4 763 82.6 890. 91.9 740[32.3 894 64.1 730 25.0 697 183 121 66A 697 70,7 7W 41.1 891 07.0 101 41.3 891 66.1 WB LL6�...... P e2' 901. 86.9 W1 08.7 SH 71.6 W1 74.9 686 01A Wt 663 675 63.7 671 68.2 688 W1 629 668 43.0 671 48.0 661 364 811 43.1 639 30.7 W1 38.7 631 28.9 Wt 37.9 628 a 98 in 704 690 724 521 694 690 OiA SO 604 590 63.4 608 44.3 690 41.6 602 690 47.0 494 36.4 690 39.8 488 29.6 690 31.7 477 269 690 313 488 29.1 690 294 464108 in 49.7 466 60.6 421 41A 486 42.8 414 36.6 496 37.1 108 31.1 166 32.9 402 4611 29.7 398 27.9 468 27.1 381 20.7 468 23.6 382 17.6 498 21.2 316 16.6 19.8 370Min 45.8 441 46.7 400 389 441 39.3 993 32.7 M1 34.1 361 28.8 141 30.2 382 441 279 978 $.9 441 2iA 3M 19.1 441 21.6 387 18.4 411 18.3 368 11.3 441 17.8 351 V)36.8 376 364 314 309 378 3fA 338 254 379 784 33422.7 37B 27.7 329 378 21.3 326 18.1 378 193 321 161 378 16.7 314 L X 11410 21.0 262 219 242 173 262 174 239 16.0 252 163 236 V N Q 0 *0000 IL TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: • • AnchorCepactly Table(Ila) ANCFDOR CAPS SW1su0te 2.7koomnro Oak cme. H10wcuu F0•opAu Prwood mad (Dp-)x� t ANCHOR CAP. *0000 81r Eko vb•SS Fk Mg Eke V4'SS F.too MO Sten 612 steel 912 SM MULLION CAP.,,a,_{9 0 • *0••• • AnUmr TNe &16•EkoUdaxm 112'EkoUmetm 3"S'Elm uafam v4•FkoU61a[m AncherC�Pattema t16•em A9gr4O0or U77aom aggrec4aior ect0v(G6)Suear(t361 812'0.7(03) USE THIS FORMULA TO OBT am • • Eogecistanee MJ r 2.112' 11 2-vr Mir t• 2-v2' 1. 2-vr 2' 3-w r o.4s' a6r 0.3w CAPACITY REQUIRED'CO G TO AN• •• •••••• Finaeo6eu 15x4• 1414' 1.974' 10.74• r 1.114^ 1.114• t 110 1-vr 10.12' 1.114' r 149' 1478' fa9es ACTUAL PRESSURE REQUI(�p m 771E • • • 2Anchm @ 4.76'SOa O.C./S mxM ar omelmp(ng U am W9 3m m 45D Me 890 Me 1644IDs 27090. 20003 ON Wo 740 m6 874.9 684.6 81608 341.9 44226 90. OPENING,WHEN IT IS LOWER THAN THE MULLION *0 0 0 0•• 4Anlhas@IJVMb 0.Q1Stm0wd Ot1saI)C9pffig.z7 48003 7W Its 7UA IVA RIA IVA 38006 ILA rLA RIA ILA WA 6820s 88808 112D Me CAPACITY(FROM THE TABLE)OF 1111 SELECTED9 a • • • 4 Anthom Q 3•Mm.O.C.l Tq 215Ang1eC0psl fff83) 78006 78094 SBO 1351 156006 INSws Wogs 66009 RIA 78006 748 fm SBD 016 1842ms 80206 emms 112003 MULLION.R WILL YIELD A IJIdMUM ANCHOR • • • 9AOCOro@0.fa•NIO.O.C./U4C8p,00o.t00•AOsu. 4) RM IVA RIA ILA IIA RIA IVA WA RIA RIA I&A ILA 1UA MA 960 me CAPACITY WHICH MAY BE USQ'tlti tUALIFY • •• 000.0 1ArclWIF (Fla S) 196p 195101 22503 44508 822 ms LIS ms 14D 03 m98 WOfOb t67ttro 392 aa9 47868 17009 221 me 2B0 m6 ADDITIONAL ANCHOR OPTIWVWJM • DUt7'RSYISEse 000 2 A.CIIM Q 1.15 LUn O.CJF 24008 35009 111A WA I RIA I IVA IOD Do IVA ILIA IVA I IVA I IVA 1 34103 442 me I ANCHOR CAPACITY TABLE. • • 0.113 the •••••• NO 0 FIGURE 1: FIGURE 2: TABLE NOTES: tLi -.-J,, P *0�1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORI&ATKXN •ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • 4A V(- N liFIGURE 3• ONF�< fANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3,CLIP MUST QTS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONSrBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0.5870.1IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW ANDFIGURE 4: FIGURE 6: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 680.WOOD SHJLLL 'B8003T�S E AR MINIMUM OFTED F.100'THICK STEEL STUDS TO BESOUTHERN PIKE WITH AN SG OA MIJIVI GRADE 33 ANO0.55.ALUMINUM SHALL BL STATE OF <!/� • ® e .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THiCK AND A30.ALL i SS C1 ANCHORS INTO METAL SWILL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125'X 325'X.824' '',', �NAi.E.�� • 810&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYut;V 1R,P.E. FL P.E.9 58705 TABLE 114 Mullion CN4eft Tebbe 01ISR) OpanftWldth(brvedWdyWminpmWiotls)orOpeninpHelpht(Wbr o7ta8y8Poll ff lbo) C a so in 6010 101° 50 N 1 901n 100 b ` I 120 to 1401n 160 IN iZ6%J84 Trep'frbn8. Redeap4er Trep/trbr•. ReclengWm TrepTderg. Recta.golu TrepTdmg. RednngWar TrapRdmp. RoUergdw TrapTdwq. lbdealbllm Treprdeug. Re°tnngNer TreyTdeep. Raeknpdw Trep7dag7. p$ x.824 Loading Wa4Mg Loadwg Loa0n0 Lowfrp Loafing Louw• Loea.9 L"mg LoeSm9 LoamO Loafing I.-aft Leeanp L89" Losft L°,4L,9 Wa6k9 gad Alum Tub W) v v u u v v u v v v v v v v v v v v v v v v v u u v M CD ru �3 erg R& 8ffi 8� 8a g� �� & a 872 i 12 O p£{.- 4210 170.0 620� A 435 170.0 744 1100 478 110.0 686 1704 606 170.6 `A 170A 618 110.0 1116 110.0 621 170.0 1240 170D 521 i�':A 1198 170.0 621 170.0 1736 170.0 $21 170.0 1969 1704 I�,rg 481. 110.0 708 170.0 104 170.0 650 170.0 564 110.0 102 170.0 630 170.0 1133 170.0 101 170.0 t276 170A 677 170.0 1417 170.0 WO 110.0 1700 110.0 610 170.0 1983 170.0NO 170.0 2267 INA 660 5062bh 170.0 747 170.0 569 170.0 M 170.0 631 170.0 1046 170.0 684 170.0 1198 170.0 723 1700 1346 110.0 147 170.0 1194 170.0 710 1T04 1793 110.0 710 1700 2092 170.0 738 170.11 2391 1704 710 5610 110.0 797 1104 812 170.0 956 110.0 691 1704 1118 170.0 764 1700 1276 170.0 603 170.0 1434 110.0 BL 110.0 1694 170.0 = 1704 1913 170.0 081 170.0 2231 170.0 Wt 150.2 2403 1704 101 [1710 70.0 006 t10A 101 110.0 t063 170.0 T97 170.0 We 170.0 618 170.0 1417 SIVA 944 170.0 1694 110.0 098 I7OA 1771 170.0, U33 1704 2126 170.0 1863 146.3 2183 170.0 1010 129.8 2163 170.0 1010 J 70.0 930 170.0 743 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 110.0 1873 170.0 1018 170.0 1869 170.0 1122 1109 2010 110.0 1169 134.5 2060 1704 1171 111.7 2100 110A Wt W J 70.0 974 170.0 710 IncIL 1110 110.0 803 170.0 SI61 170.0 1002 1100 i5W 170A 1108 110.0 1163 170.0 1156 176.0 1848 170.0 1250 143.0 t9W 1700 1275 VIA 1988 170.0 1210 107.2 1910 1704 1210 Z co 70.0 1053 170.0 878 1104 1276 170.0 t009 110.0 UN 170.0 1126 1700 1700 170.0 1228 151.1 1791 tmo 1916 138.1 1734 1889 1386 115.6 1734 Ing 1354 10.1 1734 150A 1352 88.7 1734 150.2 13.4 2 J W 700 1122 110.0 937 1700 1348 170.0 1630 1695 ISM 170.0 INS 147A ISM 1661 1285 131.1 1650 ISIS 1266 117.11 1666 141.3 1251 982 1666 128.3 1229 84.2 15H 12231219 73.7 1610 121.2 1218700 1161 1704 967 170.0 1381 1100 1116 1659 1477 189.3 1245 1384 14)J 162.0 1224 1211 1117 139.1 1210 198.1 1477 1295 1191 909 UP 118.9 1110 T/A 1177 110.0 1160 10.2 1477 110.3 142.0 1110 U85 910 1184 1110 723.9 910 101.5 1110 107.9 951 805 1119 903 836 78.8 1110 87.6 972 71.0 1110 98.1 810 101 1110 713 891 60.7 1110 86.6 10811.0 976 120.3 872 975 976 101.6 910 10.8 976 803 842 732 07fi 78.b 829 86.0 916 71.2 817 W.6 916 83A 910 408 916 RA 110 415 975 622 718 38.8 976 49.3 787 22 771 864 898 as 771 70.7 1185 10.7 nt 812 674 5fA 771 64.9 106 46.7 771 49.0 810 41.1 171 144. 817 34.3 771 384 892 10.1 Tit 364 821 26.7 711 324 8125.7 730 77.3 661 63.1 130 10.0 SW SS.i 730 66.3 640 472 730 49.9 631 42.1 730 15.0 672 37.9 730 41.1) 614 31.3 730 35.8 500 274 TA 31.9 109 23.7 730 29.6 101 M.0 674 61.0 610 49.9 624 612 610 d2.e Wd 48.3 102 375 024 39.2 641 332 824 962 637 30.0 824 321 631 10.0 624 27.7 619 214 821 244 609 18.7 104 725 881 , K' 14440 31.7 433 36.5 406 28.9 433 28.1 385 24.8 433 2SA 390 21.7 433 224 398 18.3 493 20.0 361 17.3 471 10.2 378 V H Q SSS TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: •••• - �� AneborCepaeftyTable Obs) • -1 -� S00sbate 2.7k q=08 3.6k COM. mmw CMU FmedCLIU p7w.m IaAA (DP_)X/ANCHOR CAP.,,,,, -AIJC%R CAP- • • His Elm 114'98 Bcb Ht6•Eko IW SS Elco ale- 01281601 0/281801 \MULLION CAP.,,w,,,,•• • seed, •• Anttw Type H19'FJco R2-co 14•EkoUMecon 9nC Etm u9mm 114'EkoUltacm AndhorClp Pd%me Ulm" Aygeti901 Umedm AggxA6lar Strew gib 8acn pm Screw(ct5) USE THIS FORMULA TO OBTAIN THE*ANCHOR • • Edge asteme 0.n) 1• 2-Ur r 2-Im. sire• t• 2-Err 1• 2.9r r Sue r 0.w OW o224• CAPACITY REQUIRED'CORIFy&��'�B�P�uO��RD�M TO AN •• 000000 T.n0e071rnt 1 wr 1.914' 134' 1.N4' r I-iw 1.14' I-IM' 1-94' 1.14• 1.114' r ESB' 1Sre' vales ACTUAL PRESSURE RELQMNAJi TMPoV 7HE TtiE 2AnCM60478 Ltln O.C./Siendem H o07d CDP M.1) 6 S 390me 450 WS tIBOOs 9m 27008 280 MS 3540! 740 me 37409 884 me e6 34108 442M Be OPENING,WHEN IT MULLION • • • 4Arctm490p 1.i5'tatn O.C./BIaWaN WOM&)CBpn 48004 700 to WA IVA n/A RIA 380 He IVA WA 1701 WA IVA 482163 68508 112008 CJLPACITY(FROM THE TABLE) SElEC7ED • :••••. 4Aae•a9�9'Mm.O.C.I 285 An�eCOpi/(Flg.s)< 7e00s 199 ma 88004 1660150 110890 640.4 Seems RM mats 749 me OW me ISM Re 68209 896®8 IOD. MULLION.IT WILL YIELD A MINp4AlAal ANpiOR • • 4Arxlma®0.04 Mtn.o c./u�p,1078.mD Amm(Fg 4) u/q IVA 11rq WA rnA nw WA rUA IRA IRA IIIA WA IUA WA 1210 Me CAPACITY WHICH MAY BE LEE QUALIFY •• ••••• IAMINI Flop NiO 19508 196 ma 710619 445.8 MOO t36ms 14D ms 1770e 370108 18704 332.1 473 me 170b 224 me 280. ADDITIONAL ANCHOR OPTIOJ11•FROM T•HE .RflVIS®•••• 2Anthws�l.1S'tAn O.CIF Oa 24009 350 me IIIA WA SRA 1101 IMMO IRA WA !UA WA WA 34109 442 me 080 me ANCHOR CAPACITY TABLE. •1. • ell oe4pt/regaMl dl•ptatda •• •• SuWpD� � FIGURE 1: FIGURE 2: TABLE NOTES: t2j& •• bPlr eMr01 SON LOADING.SEE SHEETS 24 FOR ENERAL INSTALLATION METHODS. FOR/NFORMATDN • • 1j119p IIll•4* 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTi ISALLOWABLE. • • `Z d .URE 3: •ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALLE.FOR EXACT DIMENSIONS,SEE 3•CLIPMUSTSHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS � $ No.50705 41 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.IV PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = O . tea(, I5;�LuFIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SWILL CONFORM TO ASTM C-90.WOOD SHALL :teATE 40 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WiTH AN SG OF 0.66.ALUMINUM SHALL BE GD8345ANDBEAM3INMIUM OF.1410'THICK STEELSTLDSTOSEAMINIMUMGRADEWAND4'.0,W THICK(18 STRUCTURAL STEEL TO BE �'��S':F�OR10�`.•�� ANCHORS INTO METAL)SHALL EXTEND AT LEAST 3 SCCREW THREADS BEYOND THE MATERIAL.T LEAST.125-THICK AND A30.ALL NA1-1 #10&#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. 126'X 3.94'X A2A' A.LYNN MiLLER,P.E. MULLION FL P.E.#50705 TABLE12A Mu19on CapacKy Table ad" Opening VIBOUf(for%w0ca*spmWngmWions)orOpeningNeWht(for hori mNly-apoWngmWon9) -� 6010 80 N "in 80in 9010 100.13 1201n 1401n 18019 . noomttgutu Trep/lamg. It9ctm•8ar TropTMng. Reatangt4x 70.447.000• Re4latgt/et 'rreWrden& Reotanp0er 7tepl10mg. �olmOtder 7hp71deteg. 1te4tettpAm hepfAenB• 11•�8�& TrepTAang. Reeten9utm TI•Wl/� 2X4x.26 taad08 t.osd+3�Mumon $9'. Loaft L-Ane Loaft Lawno LoaQag Loaft Loa" Lo•Itg loean9 LoaftLae69• LaWrig L"19 LoaQnp Loaft Uaoln9 � 4 .0.1140.71461 O� y�- � � Y 04 421n 170.0 ON 170.0 435 170.0 744 V00 •78 17&0 NO 170.0 608 t70.01 990 170.0 619 170.011 ,170.0 531 170.0 t240 '170.0 521 170.0 1488 171.0 621 le. 1736 170.0 621 170.0 1889 170.0 521 ' 0 48 in 170.0 780 170.0 624 170.0 860 170.0 684 170.0 892 170.0 830 170.0 1133 170.0 681 f70.0 1278 170.0 977 170.0 1417 170.0 860 170.0 1700 170• 680 1 1903 110.0 880 170.0 2267 170.0 680 lUl,7f SWOM51n 170.0 747 170.0 604 170.0 1 898 170.0 041 170.0 1046 170.01 684 170.0 1196 170.0 723.170.01 1348 170.0 747 170.0 1494 •170.0 768 170.0 1703 170.0 766 170.0 2082 170.0 769 170.0 2391 170A 768 64tH 170.0 797 170.0 812 170.0 1 908 170.0 est 170.0 1118 170.0 754 170.0 1276 1700 60 170.0 1436 170.0 837 170.0 1894 170.0 668 170.0 1913 170.0 681 170.0 2231 170.0 881 170.0 2550 110.0 801 LU 0 6013 170.0 886 170.0 701 170.0 IOW 170.0 787 170.0 1240 170.6 670 170.0 1117 170.0 044 1704 1684 1700 Me 170.0 1771 ,171.0 1033 170.0 2126 170A 1083 1704 2479 170.0 1063 ISMS 28M 170.0 1063 W B 170.0 WO 170.0 746 170.0 1118 170.0 860 170.0 1302 170.0 940 170.0 1489 1700 1016 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 11es 166.7 2663 170.0 1171114&9 2663 170.0 1171 90111 170.0 9H fmo 70 170.0 lies 170.0 90 170.0 1364 170.0 1002 170.015M 170.0 1048 170.0 1753 170.0 1166 170.0 1948 170.0 1210 170.0 2538 U- �7-78 151.9 2437 170.0 1288 132.9 247 170.0 1289 72 in 170.0 1083 170.0 878 170.0 1276 170.0 1009 170.0 1460 170.0 1128 170.0 1100 170.0 1� 171.0 1913 170.0 1315 170.0 2125 17MO 1307 HGA 2184 68 124.6 2194 170.0 1529 10S.212164.17",1510 ? 78.13 170.0 1172 170.0 047 170.0 1316 1700 1080 170.0 1670 170.0 1209 170.0 170/ 170.0 1322 188.1 1980 170.0 t421 146.8 1980 170.0 1505 123.8INS 18 100.1 1900 164.0 1636 92.9 1960 1627 1531 � Z 7610 IT" 1151 170.0 987 170.0 1381 17o.0 lite 170.0 1611 17x0 1200 170.0 ISO 17010 IWO 182.7 1041 170.0 1/74 137.4 1801 183.1 15M 114.8 1801 73 082 1061 49.0 1459 654 1801 137A 1454 N r a so In Tro.o 1326 170.0 1144 14&1 130 IWO 1219 W.S 1398 138.0 1190 111.6 1388 121.3 1179 90A 13110 1103 1162 69.6 ON 161.8 11/7 7/10 1390 22 a39 1808 827 1180 664 1398 T8.9 logo J a 8044 147.4 1228 1619 1098 111" 1280 127.0 1079 180.3 1729 1113 1061 S 1229 9&9 1044 Ot9 1229 894 1028 73.7 1229 SZ4 INS 0.4 1229N 627 1229 65.0 9" 46.1 1229 82.1 987 190.1n la" an "" an a" 971 694 882 74.0 971 772 648 04.7 071 88.4 837 674 971 049 826 614 971 68.6 616 19.1 971 8 374 871 144 782 324 971 10.8 771111m 95.1 an 97.3 892 TBA 818 819 818 88.1 919 704 BOB 9 828 481 634 918 68.7 781 47.7 919 61.8 774 99.7 818 8 34.1 018 10.2 7/2 294 919 37.1 782 1201. 76.6 786 784 718 824 704 844 705 629 Tab 56.8 045888 41.9 780 NA 877 37.7 788 88 ZlA TSB 31.0 841 28.6 788 284 83114444 437 540 M2 604 38.4488 . . /80 24.5 618 253 479 219 646 4 169 868 173 486 13.7 648 /610 418 Q N O O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: Ahft(kodTable arCe •••• a su638Sta 2.711 ODMMe 8 %. H16wr C6fU F0Ie0Ct4U e+rwagl M11et (DP„)X(�l1LUONR �""�•ANCIjpR CAP.,,, •••••- Anctrortypa WWEtcoemmem ur BcoU6men &IF sco 3'16'FJcetMwm Ur 6tOU4=00 L4.88 E2 6110 Ek0 11/'SS 610 0106110 0/281801 912815/1 • • • Aneho►C6p PatteOs u111MM AggreOeta Uttr4em AggreWer arm(010 Saar tub) aeras M USE THIS FORMULA TO OBTAIN JW'ANGHOR •••• •• EOP 130.180:100) r 2.vr 1• 2.1/2, sus 1• 24W r 2-0lr r 3418" r 0.46• a64 0.021 CAPACITY REQUIRED'CORRESPONDING TO AN • • 8002490 f4lr 10.14• 1-314• fxr r i-Ur f-0.r l-0.r 1-U4• I-U4• i-Ifr r I.=. i1w vena ACTUAL PRESSURE REQUIRENIO*FURgW • •• •••••• 2AtXM50.0.78690 O.C./StarSaNaOd6e1 Cap�1g 162) MUMS 390 MS 4501103 890 Ma 1SUMe 270bs 2M ire 366.169 7401ts 374 SO 661109 04040341S• 442 me 560.6 OPENING,WHEN IT LOWER jjaa''AA'�_ 4 Are?=@ 2M'Ufa OA.l SWOM OM"CUP Q1g.4 740 lbs 74009 89009 1485104 14M Ha IUA 5w Its IUA 9a5a5 IW SBO ma IVA 682M 690ms H2O 25 CAPACITY(FROM THETABLE) t1t8..:TW • • • agreaa9®1.71•.10.0 oc.l atemam(OrOmmT-pp.1g.4) 890049 75369 i8410s IVA 110 706.9 Baa MR$ nrA IUA IUA tog2lto 1347.6 166009 MULUON.IT W0.L YIELD A M94WW y�HOR • • •••••: 4AreM9®S•699.O.C.102t5A7pbC6ps1(Rg 4 760 SO Aw MISS 15MMS IMMSBm 5W•s "A 780®s 740 IM 66385 1699IOs 682ID5 80520. 112329 CAPACITY WHICH MAY BE USED TO OUNIFY • • 6AMMS Q S•66L O.C.I¢)2BA0geMps 16198) 1170049 1170200 1020•-3 2340®9 28440.5 % was IVA 114098 1122104 132D roe MOS Re 1022104 132789 lwms ADDITIONAL ANCHOR OPTIONSOFROMWHE •• ••••• 3Aretpta®1.94'IAtI.O.C./U•CAp•060.128 AI®i.(F4 7) IUA IUA IUA TVA ITU !UA IVA NA 10A nU1 IUA MA IUA JIM ANCHOR CAPACITY TABLE. 8Aac99er�0.84'W&O.C.IU4MP,kdo./2VAYILft.4 IUA IUA N!A JUA It/A U01 TVA b!A WA IUA IUA IVA JIM IVA 00 • • � FR73Y1$�•••• 2Anclm®268690.O.CJF4'Ap(Rg9) :rIDgs 37D 85 S160n 74905 7126 NA 204®9 WA 340MB MA - 440048 IVA 341®9 44229 68009 •• •• g •• O 3AMbors01.71'LUM O.CJ F4MP ,1 4431E-3 62605 31904 919 me IUA IUA 353111 H/A 39885 HN IUA IUA 6111bs Gad as 840.9 � .41 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �C62CLFA VALUES ARE USED IN THE EXAMPLE ON SHEET 24. • • • FIGURE I: FlilAtE 2: FIGURE 3: FIGURE 4: • 24pp" ProJu44 rot • y• • • • • TABLE NOTES: • 111 t t I 1+K» • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR • •• • J N,- • • • • • GENERAL INSTALLATION METHODS. •• ;`� `Z`O �CENSF•`�F•Q��i: FIGURE& FIGURE& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE 4.046• 1 No.58705 �4 • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21-23.HOLES TO BE DRILLED IN _ THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.AP9RDXMATE HOLE EI: • • LOCATIONS •.� A �1S FIGURE 7: FIGURE& FIGURE 9: FIGURE 10: ANG CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �'�•••• FCOtriO?•' ()�� • •• • • (FIGURES 5&8) (CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRt?SSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.5s. % ••'•"••" .` ® � MUSTL E UP ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.126'THICK STEEL STUDS TO BE A MINIMUM GRADE 33.044E.046"THICK 18 2X 6•X.26'MULLION �i S S/ONA�• �t • •• • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A3e.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYfNW1RAtiLf LER,P.E. • •• • • THREADS BEYOND THE MATERIAL.410&012 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. FL P.E.#58706 TABLE 13A Mullion Capacity Table Opening Wkuh(f-fieWspatrirg mAo)or OpentIn HelBht(for hmino tafh•-peMrg m 0orls) Va win 601n 701n 9ofn Win 1001" 110In 1401n ISOM Remmt9mer 'OSA wla. Rehr I TrawTdan9• ftcwwft vwrfn9• RmWnWnr TmWTiien9- ReolmtgAtr TtepVang. ftcwvdw I TW&M Rec1ng0a T1eOV800. Re W*ft I TMW"19. Realm W-I TWf ng. 2x8x.26 Lombt9 Lawty teaft Leaft Leaft Loaft Leaft Lmft Loe•ttg Loaft teaft toadn9 uaft Lbadng Loaft Laaaa Us** Una" 4 willon I 1 11 1 111 11 fill, 11 1lbt 170.0 18710 436 t --744•X70.0 ITB 170.0 989 170.0 609 170.0 992 570.0 '. . 170.0 1118 170.0 691 170.0 1240 170.0 021 170.0 1189 } 621 170.0 1736 170.0 SM 1704 /80.1 170.0 521 • I(yin 170.0 708 170. 521 170. V40 691 170.0 882 170.0 830 170.0 1133 170.0 881 170.0 1276 170.0 877 170.0 1417 1704 BSO 170.0 1790 170.0 890 170.0 1883 170.0 880 t70A 7287 170.0 890 • M 170.0 to 4175 683 170.0 BBB 170.0 631 170.0 IOW 17MO 884 170.0 1196 170.0 723 170.0 1345 170.0 747 170.0 14M 170.0 768 170.0 1793 170.0 768 170.0 2092 170.0 758 170.0 2381 170.0 768 541n 170.0 787 170.0 852 17V 070 1T&O 891 170.0 1119 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170A 868 170.0 1913 170.0 881 170.0 2231 170.0 801 170.0 2330 170.0 801 m • 8091 170.0 886 170.0 701 170. .0 787 170.0 1240 170.0 878 170.0 4417 170.0 914 (70.0 1381 170.0 880 170.0 1771 .170.0 1033 170.0 2123 110.0 1083 170.0 2178 170.0 Y00;4 170.0 28� 170.0 1083 • M 170.0 I 170.0 745 170.0 1818 'R.0 950 170.0 1302 INA SO 170.0 14W 1700 1016 170.0 1873 170.0 t078 170.0 1859 170.0 1122 170.0 2231 170.0 1168 170.0 2803 170.0 1171 170.0 2875 170.0 1171 •se(n 1700 874 7.0) 788 170p y6P 803 170.0 138/ 170.0 0902 170.0 1650 170.0 1088 170.0 1763 170.0 1145 170.0 1948 170.0 1210 170.0 23M 170.0 1273 170.0 2727 170.0 1288 170.8 3117 170.0 1266 Z �' •vM 170.0 '� 170.FA 978 170.0 170.0 1009 1700 1488 1700 1120 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2t2S 170.0 1387 170.0 2550 170.0 1186 170.0 2876 170.0 1� 170.0 3490 170.0 1530 • 170, 1122 .S 847 Im 1348 190.0 1080 170.0 15M 170.0 1209 170.0 1794 170.0 1322 170.0 2018 170.0 1421 170.0 2243 170.0 1690 170.0 2092 170.0 1678 170.0 3140 170.0 1984 110.0 3689 170.0 1765 � N Z t •'09(n 170.0 1161 /704 867 1700 1381 170.0 1118 5700 0911 170.0 1250 170.0 1812 170.0 1389 170.0 2072 1700 1474 170.0 2302 170.0 1684 170.0 2763 170.0 1700 1700 3223 170.0 1777 /70A 301 170.0 17M Alm 170.0 / 170.0 1144 1 115.0 MM 170.0 1869 170.0 1498 170A 2125 1700 0963 170.0 2381 170.0 17gi 170.0 2868 170.0 1918 170.0 3180 1704 2126 168.0 3413 170.0 2273 tI0.6 3413 tt0A 2381 ' O • in 170.0 14* 1232 1 R09 b.0 1434 170.0 1883 170.0 1872 170.0 2187 170.0 17M 170.0 2660 170.0 1962 170.0 2833 190.0 201 180.0 3199 1700 2309 137.1 3199 189.0 2470 120.0 3198 168.1 2528 N- O 0 108In 170. 4W 170.0 1408 17 0 1816 170.0 1847 170.0 2231 170.0 1870 1704 2630 170.0 2078 184.0 2781 I70A 2271 148.0 2181 181.0 2333 123.0 2181 1101 2281 106.9 2781 126.0 2234 92.7 2781 118.0 2190 N N • •16110 170.0 1j0.0 1454 1 A 888 0 1700 170.0 2283 170.0 1832 170.0 2821 170.0 2148 Oil 2832 109.3 ?143 130.8 2932 1484 2218 113A 2832 128.4 2186 874 2632 116.1 2128 96.4 2621 106.3 2088 W X 11 172 771 1 0.e 1598 170.0 2125 170.0 1968 161.4 1262 159.0 1881 136.1 2252 141.4 1984 120.1 2252,127.2 1938 108.1 2252 110.1 1916 80.1 2209 994 1872 772 2252 88.8 ISIS 874 22M SIA 1808 x 4 X 14409 125.1 1564 128.8 1445 104.3 1684 10&1 1426 80.1 1681 814 1407 782 1384 807 1380 09.S 1564 72.9 1323 82.6 1381 85.7 1358 82.1 1664 684 4390 44.7 1584 492 I= 38.1 M64 44A 12&4 Q 04 � � Q TAIL 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: 4. Anchor Ca of Table 039) eu 2.7k om me 3.5k C/a. Haumcm 1 FmwCmU PT (DP_)X I ANCHOR CAP• •%-ANCHOR CAP.- VV sn6•Elan u4•Ss Ebo 6118 EISe i!4'sa Eieo ate stem a/2 slam afz Brea MULLION CAP.--] Anchor CSp PaQems .0118098 3118'Ebo ld6aWn 114'EOe Ulkeeen 9118•Ebo Ulboson 114•Ebb Udteoan tAOmm AWee"'' Mum W 88 E Or 11128(ed)8128(OS) 6212•(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge omu m tk r 2-ur r 24W 3-VV r 2.1tr r 2-Vr r MIS r 0.4r o44' o.sB• CAPACITY REQUIRED'CORRESPONDING TO AN Embeamatt9a I-W 1-312• t-3W 1-31P r t-V4' 1-tat• 1.1w Mw 144 MW r 1.6+8' 1.339' ACTUAL PRESSURE REQUIREMENT FOR THE 2Aneh=Q4.76•Mkt.O.C./Blmtdgd OfOMCCP0=18.152k 090812 390@8 45042 Os 1044®$ 21000 290 Ota 384@2 744 is 374 na M O* 34102 442132 iFlib OPENNG,WHEN IT IS LOWER THAN THE MULLION 4 Andw04.W ANn.O.C/StnMsd(WOW COP ft 3k 78008 m1bs 9900* 17800* 3232 Ore MOM SOM 7086* 10ARM 7480* 1272fD$ 189211$ 602M MM 10DW CAPACITY(FROM THE TABLE)OF THE SELECTED 8Awbm@1.71•ABa.O.C.f$Wdwd(erOM000p ffb.4k 1180lbs 1400@2 1010 ms 2895Ibs WA WA 940 ne WA WNIbs WA WA WA 13830* IMM 2240@2 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Armt1•®3'Aga O.C.10)216 An*C9pt/ffp.5k 780th$ 7800* 8800* 1680Ib$ 1680R* 5400* 890 ib WA 7600* 748 We 09060 1892Ib$ 662.2 8890* 11200* CAPACITY WHICH MAY BE USED TO QUALIFY OAt*fnts®9•A9n OZ./092e5An0q tops I".8k 15600* 1580 Ws 1380012 300 lbs 97921ba tOBO•s 112022 WA 1620 Me t498d* 1780 ft 376400 1383®s 17N 0s 2H0 O* ADDITIONAL ANCHOR OPTIONS FROM THE 12Ambw 1.S Min.O.C.1(2)2t8AV&CFO l f.4 19800* 2100 N* 1440•$ 37800* taA WA 13218• WA MOOIba WA WA WA 20460* 2094•s 338000 ANCHOR CAPACITY TAKE. ODUCI'RBVISI� 4 Ambom01.3rW.O.C.1 UIMP,Ad•.f2V Awm.M ek NA WA WA WA Mm NYA WA WA x14 WA WA WA WA WA �49�1o$ �P►2�eviMft F{6r)de BArohbt$440.64•MM.O.C./U44A Wo.t26•A1nn.(740.9k WA WA WA WA WA WA WA IS WA WA WA WA WA WA 280100 Imo--2.000'-y OdlvgNo 2 Ambm@ 4Ar Mta O.Cf F42g ft.I% 39000 39080 4500* 890 B* 1818th$ 27080 290IOs 364. 745®8 3741ba J. 9480* 3410* 4421hs SBO9* 1)290 4 Amit2m 1.71'h9n.0.CJF4X0 11k 590th$ 790 R0 SOS we 1288Ibe WA WA 41016s WA 533 ft WA NOL WA 0820* Was 71200* NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: .itmnl�PtodOct Control� FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE S: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1111 t I t 11111 j LOADING.IEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ��p�� t<<F 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ��;•vGEMS ;'•.'Q • • • •• • 8.000• � `R�. .k • • • • • • •• • • 3)MILLION AND MULLION CLIPS SOWN ARE NOT TO SCALE.FOR EXACT DIMENSKXNS,SEE SHEETS =:'K No.68705 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON�3UBSTRAlE3:CONCRETE SHALL CONFORM TO ACI 3013PEC1FICA770NL4.HOLLOW AND GROUT-FILLED VSAI FIGURE 6: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUEDGGEST ,APPROXIMATE HOLE LOCATIONS. U/ ANGLE CLIPL(FIGURES �� CONCRETE BLOCK UNIT(CMU)SWILL CONFORM TO ASTM C-90 WOOD SHALL BE PRESSURE-TREATED �:�.t� '•......... • • • • • • • • 8-7) YELLOW SOUTHERN PINE WITH AN SG OF O.W.ALUMINUM SHALL BE i-TS AND BE A MNIAUAM OF.125 •�CCS �CZ • • • • • • • • LIST USED B THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO �/,S�ONA' ,10 IN PAIRS. BEAT LEAST.125 THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW r X 5X26• A.LYN� N ALLER,P.E. THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S.OR 410 S.S. MULLION FL P.E.#68705 TABLE 14A Mullion Capactly Table efie Opening Wldth(tw+eiUcdy-sperWrgmem)oropeningHolght(rorhod By6parrilgmWon9) Edg e, 50 In BOM 70 in 801. 90 In 1WM 1201n 14010 18010 U Rea+agumr Treyr6an8• TrapfaaOS Rmierglaar hapiitlele. Raoten814er Tn11Vfa8.8• Reat8n8aMr Tra{f'H1e.8• Realsn9utar 'haprt6an9. R8olmeWa Th1pfTden9• Re4fere9ar Tolpfda7e• Re0letgubr 4e LoaftLoaft Loaft Loft LoaLwft Loaft Loft Leann waft Loa8.8 Loa&* loge Los" LaO Loft 138"x2A1'x.12r Alum Tube Btu I 1442 Iff.0 414 gal We 134.8 411 Sal US 134.1 417,'?721 526 1134.1 411 80.1 628 IMA 411 61.6 828 1,V 411 4&1 82B 130.1 411 0ry1 4(611 8&8 4010& 333 MIS 4W 8817 32a 810 4W 86A 3Q0 Ha4 4W 81.4 317 63.7 4W 79.1 $15 48.3 4W 78.6 314 40.3 4W 34. Me 314 6 4W 7&0 314 30.2 4W 7&6 314 W � fn • WNWOIn 823 j2 301 SBi 302 S 200 6&8 362 74.9 289 SU 382 1 0?2 288 45.7 382 I 80.8 294 41.2 3W '63.8 283 342 382 Bab 283 28A 382 83.6 203 25.7 3B2 63A 263 u O K5487.8318 74.1 187 6&a 11tH B 261 4&5 316 67.7 258 424 318 53.5 283 37.7 318 5&8 250 33.0 318 48.5 249 28.3 318 49A 246 242 318 49.1 248 21.2 318 49.1 248 4a6 258 63.1 219 412 26B 4&7 214 3&3 268 40.7 210 30.9 258 37.2 20f 27.5 268348 204 24.7 768 334 2W 20.6 268 322 201 17.7 258 322 201 t&8 268 322 201 427 4&0 200 3& .1 195 30.6 234 34.7 102 28.7 234 31.8 189 237 234 2&4 186 21,4 234 288 184 17.8 234 2H.8 183 15.3 234 266 183 134 224 2&6 163 372 213 183 31! Ms 397 178 2%5 213 20.8 176 232 213 27.0 173 20.0 213 2&1 170 16.6 213 237 189 1&6 213 772 187 13.3 213 220 168 lie 213 22.0 168 Z• 299 V% 30.16 155 23.9 � 26.6 152 20.4 170 22.6 149 17.8 178 20.3 147 15.9 179 18.7 146 2 24.3 1 2& 140 70e 191 1R.8 137 17.4 161 10.0 136 162 101 17.0 133 Z • •1BM 226 lax 736 133 1&e 162 1&0 131 18.1 162 17.a 128cm lr1 ems- a TLE 148 • ANCHOR CAPACITY ADJUSTMENT FORMULA: Q o F-I ••••• Anchw CM-11Y T6bk(Ib6 ANCHOR CAP•,=„„„ X 3 a • •••• SteOtfeta 2.7k CpKte10 &a:c=. FIO6oe CIdU FaeAl2&J PT WOaA 11981 (�)X t )=ANCHOR CAP., (n MULLION CAP.,,„„ 6/l6'Elco 1/488EKd 6/16•Eko V4.88Eko 9x)Stm 012SWI 9128(881 N Oy RrKnllype 318•Ek0 t0Vecan 174'pTl. 9IaV'EKo6e18tOn 114'EKOU148tm ••4MthorC6p Patl6.1•• • wiam Aggaealar. WUaon Aygm9ol 9cmrr(c15)ecrer(66) ecrer(cub USE THIS FORMULA OBTAIN THE'ANCHOR X � Y • • Edge 6&i.N I r atrz rH4B 1• 2-W r 2-Ve r H•ue 7 0.49• 0.84• 0.374• CAPACITY REQUIRED"CORRESPONDING TO AN •••• Embeenelt 1 V4• 1311' 1-074' 2 1-u4' 1-Ud• 1.1/4' 1-Ud• 1-v4' - +•va• 7 l'w 13.8• vate9 ACTUAL PRESSURE REQUIREMENT FOR THE ArcM18 3.7An.O.C./ 2c6A / 1j 780106 7801Da 1651898 ma 64026 680810 WA 780 ets ma 8801ae 189( 6B29n 216 1 t86 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 O CAPACITY(FROM THE TABLE)OF THE SELECTED MILLION.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 25 FOR INFORMATION ON LOADING. vrGhda SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. dfaB OD& FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDD R OPENING WIDTHS IS ALLOWABLE T A o / •O 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21-U HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.118• iaml ala Prodaat ANGLE CLIP MUST BE USED IN PAIRS. FIGSUGSUGGESTED.GURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED C .125• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED _ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' 1.10ENgF•/`�F� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 1.28•X 2.11'X.126"MULLION *:• ••. LEAST-125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ONTEGRAL FEN MULLION) No.58705 THE MATF_RIAL.810&412 ANCHORS INTO WOOD MAY BE STEEL%S B.S.OR 410 S.S. ` %O�•. SATE 70NAL E� A.LYNN PAIiLER P.E. FL REA 58705 TABLE15A Mullion Ca o Table Opening Width(Wr-rks*spaMngmullions)orOpeningHeight(for horizortttTlyS iingt UD-) Q!1,,drtw so in 6010 TON 8010 so In 100 in 120@ 1401n 16014 ($¢ Pmwng�iar TmWMara Reotafr TmWTdw4 Rmt�1m TmW&V Rmlang/af Trowft 0. Reatangdm TmWi58m Rmtmgier 7mP n8. • Tr6WTdm. R TmWrdeng• Reet�Am TwWTAerg. n#1 3.28"30 Lwft Lftft Uat00 Loaft Loadtn8 LwAw Laaft Loalm Long tnedn9 Lacing Lo�9 Loadkg Loaf- ►OadnB Uaft Loam Lwft �Y IFF DEG.AL -gel BAY MULL �' � �� 'B� � g �• � B $�• 'g� g '$� g �� @ � g � � � g � g �' � � rg �g� � �� N ��G(l F • u" dp 9 S dt 8E tY 9 8 3 S S �T 8 Z Fc •4lkt 170.0 820 170.0 430 Me 844 1760 478 170.0 888 170.0 008 170.0 eb¢ 9 618 670.0 1218 170.0 621 170.0 1x10 17Q0 621 1740 446 170.0 521 170.0 1735 170.0 521 118.1 1740 170.0 0.!i lGikt 48 In 170.0 16e•IIT&, 524 170.0 600 17T.0 664 170.0 892 MO 630 170.0 1133 170.0 881 170.0 1076 170.0 677 170.0 1417 1740 ON 108.2 1592 170.0 880 130.0 15M 170-0 880 114.2 1672 170.0 880 g a,� N • m 170.0 7 170. 683 1 886 11eo 631 170.0 we 170.0 684 170.0 1190 170.0 723 170.0 1316 170.0 747 1812 1113 170.0 758 138.9 1443 170.0 768 117.3 1413 170A 766 102.8 1413 170A Tao 0 Min 170A 797• 170.0 812 170! Oft 71.0 891 170.0 1118 1740 764 170.0 1776 170.0 803 1644 I= 170.0 837 144.3 1353 170.0 a66 120.3 1353 170.0 601 103.1 1333 170.0 681 001 1361 170.0 081 m 0 •8•tn 170.0 � 170.0 701 170.0 � 70..0 787 187.0 1218 1740 818 148.1 1210 170.0 814 129.0 1218 168.0 938 118.0 1218 1521 801 07.1 1218 1441 813 836 1218 146.1 813 73.1 1216 148.1 813 0 •�10 170.0 1 716 ITA 1115 170.0 860 160.2 1160 106.6 033 131A 1100 163.0 814 118.8 1150 141.0 898 105.1 1150 1341 888 67.8 1150 120.7 671 76.1 1100 1192 870 W7 1100 9252 870 d 7 60 in 170A 971 170.0 788 152.4 1018 1639 801 SDA 1048 1408 884 114.3 106 133.0 440 101.6 1018 =4 839 91A 1018 116A 830 76.2 1048 149A 621 05.3 1018 108.2 818 57.1 1048 1042 618 Z N 72 In 140.6 880 74 704 117.1 1�.0 748 MS 880 11 da 734 86.0 M 100.0 722 782 SW 92.0 712 70.4 880 882 Toa 047 880 70Z 693 50.3 880 78.6 888 44A Deo 70.4 888 • M 110.7 1 690 80.8 08.1 BTB 86.5 780 831 883 74.8 700 819 832 68.6 790 76.6 843 699 780 71.7 830 40.8 760 65.1 m 4" 790 82.1 819 37.4 700 61.5 817 lain 110.0 762 116.0 ON 8368 066 tr.1 014 741 750 a49 031 89.2 760 77.1 621 61.6 750 70A 612 614 750 65.7 806 402 760 59.4 594 39A 760 582 088 34.8 700 966 686 }Q a- m a o 0 *win 72.1 586 766 600 80..1 491 MA 083 516 483 46.1 550 48.6 475 40.1 627 44A 486 341 563 40.0 462 30A 593 382 462 256 683 33.3 445 226 693 31.6 442 • 98 to 68.1 81.1 443 6 6/b 435 41.1 480 446 427 37.1 p5 39.0 421 33.0 406 39.1 416 247 495 332 409 016 195 18.1 400 21.2 406 28.6 394 186 496 25.0 390 Cn 10914 41.7 381 42.6 353 316 ON 3" 319 29.8 391 31.1 342 28.1 391 77.6 337 212 381 216 333 2" 391 22.8 328 17A 391 19.7 321 14.9 391 179 315 (� •• 111W 341 370 336 37.8 370 330 279 370 286 526 24A 370 262 320 2fA 370 226 318 102 370 200 312 i8A 370 40.1 303 (zY Y 11010 30.1 289 20.3 317 2aA 281 21.7 317 265 280 18.0 317 t8.8 276 18.9 317 V.9 273 Q < O 144• 17A 720 17.9 103 a .G TABLE 158 ANCHOR CAPACITY AD.RIBTMENT FORMULA: AnohorCe Table _AN 10,, , SdaWK 2.7k C/mde 3.6k Cam. Haw= F6tedCAm PT Wefm (�)Xt )=ANCHORCAP.- 8MV Elco VP 88 Eb0 UW Eleo 1N•89 Ebe 810 Btml 6M8tem 812644 MULLION CAP.,z„b, AnchorCtip Patteme 3118 Mo tl�ooa 1/4 Eko lOkmoO 3It8•Etcotmm0o 114.00IJ moan t50amn AoWe0W U lmm CSS Et10 04 ft s)6eme ted Sam(05) USE THIS FORMULA TO OBTAIN 7HE'ANCHOR Edge p,tame @4k t• eve t• 2.1re 3.09 r 2-t/e r 2-Nr r 34ff r 0-49 6.64• eb2r CAPACITY REQUIRED"CORRESPONDING TO AN EmEedmaa 1-3W 1.311' 1.3x4• 1.314• r 1-ur 1-174• 1.1x1• 1.1N• 1-1N' 1-114• r tare' 1-37e• m•I" ACTUAL PRESSURE RECl11REMENT FOR THE Amtlae®5.6�.O.Q1M2t5Af&C09s/019.1k 390Ws 38028 4501e3 ma /70093 zmms noun Bre 140ms 374150 Poe 0181.01 341 to 442103 68000 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Aro @3. 0.0.r(11zr6An&CIP/M21 MIb3 780763 7eoma 167003 2mns 540ts 5mtft WA 112D53 748 Ms Nobs 1 2773 6a2ma $85 WS t129ma CAPACITY(FROM T14E TABLE)OF THE SELECTED 6 Andm@ 2.71.690.O.C./76 WAn& Iffi9.3k 112OU 1120 lm 8687.00 0248161 224.1 WA 840Ws WA 10 83 WA MW WA 102283 132703 1880 Pos MULLION.WHICHT WILL MAY USEDMINIMTO QUALIANCHOFY CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ULT REVISED ANCHOR CAPACiTYTAS E. oamplyln8whhbbt�bc FIGURE 1' TABLE NOTES: 8 NO 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. _ SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. iertd 9PTa4uctC09tr01 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE -ill 11 fill". 3)MULLION AND MILLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .128' \%\" • • • • HOLES TO BE tRILLEO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTI0NS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.2C�" ` �`• No.58%02 'T"r FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 'yT YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BEA MINIMUM OF.128' --U • • • • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04b'THICK(18 GAUGE).STRUC'TURl6.STEEL TO BE AT .gpy fS ;' LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I• ST T � MULLION .t�'•. .` • THE MATERIAL#10 8 012 ANCHORS INTO WOOD MAY BE STEEL,1&8S.S.OR 410 S.S. :�`51''•FCORIOP.•''G\\ ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. � Im �`,��• A.L{aNV7MILL�IR P.E. FL P.Ej 58705 TABLE18A Mulgen Ca Table r� OpeningW(dth(forvetslcaiy-sparril nv om)or Opening Ha M(terhwLwbVyspaMrgmUBml9) so in Win 701n 60In W to 100 In I201n 140 in 18O in Reofan05ar TOapTf0e3g. ReNengWar Trep7rd3t0g. Raotartg6ar Ttep'61•g. Reotm•ular 1LapTAane. Recten0uia 1)ap7T0ene. ReclenNrw Tr�Rtl�. ReotaoeNar ReptTOmg• 17eafmgd3r Ttep'aieng. Reotartg�iar 1tapT6lNtg. n }t� 3.26'46 Loaft LO.&M Lmd" Loft Looft Loadnp LmdnB Loadnp Loafte Lasting Loadne Lou&$ Loa8n0 Lowing Loaft Loa410e teadtfe LOadng �31 13 DEM AL BAY MULL §� � � � ®fig � g� gg �g'��• g� @$g, � � � � � g � � m � 1780 DA 436 170* 7114 1710 478 170.0 988 Iran 508 1 .N"992 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 170.0 1488 170.0 Mt 170.0 1735 170.0 $21 180.3 1671 _i 521 ':?' W 48(17 170.0 d7Y 524 170.0 850 171.0 581 170.0 892 170.0 639 1700 1133 170.0 881 170.0 1275 170.0 ar7 170.0 1417 170.0 890 183.7 1637 170.0 880 1408 1537 170.0 680 122.8 1837 170.0 680 7 N • 50.825117 170.0 T 170. 505 t 1 631 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 IWO 1404 170.0 756 147.1 INN 170.0 M 128.1 1662 MA 768 110.4 1552 170.0 7550 LU LU �� • 54 in 170.0 707• 170.0 812 1701.0 �41710 891 170.0 1116 170.0 754 170.0 1275 170.0 80.1 170.0 1434 170.0 037 161.2 1455 170.0 ON 120.3 1465 170.0 681 1108 1453 170-0 881 07.0 1465 Me 881 m N • 416.51 170.0 f•5 170.0 701 170.0 � 7�.0 787 170.0 1240 170.0 878 157.1 1308 170.0 944 138.7 1309 17.00 958 126.7 1308 1W.S 694 iW8 1308 157.1 982 89.8 1309 167.1 962 780 1309 187.1 962 • •1{6117 170.0 930 '% 745 1 1 1 .0 850 182.9 1247 170.0 940 1425 1247 184.5 883 12&7 1247 152.0 ON 114.0 1247 144.3 9S2 95.0 1247 1302 938 61A 1247 136.7 936 710 1247 135.7 836 = � � In 170.0 074 170.0 788 170.0 1169 170.0 903 148A 1190 163.7 063 129.9 1190 147.9 044 115.4 1190 1365 928 103.0 1100 128.4 9U 885 1190 1195 M 742 1190 116.1 896 848 1180 110.1 893 Z N 7210 1615 1010 890 077 134,7 1010 f0.8 959 115.4 1010 127.2 642 701.0 1010 114.7 828 88.8 1010 1065 617 80.0 1010 ".9 607 67.3 1010 900 795 67.7 1010 878 780 50.6 1010 87.7 789 •7,(17 137.4 oB 1 792 114.5 22.0 775 88.1 908 107.1 791 65.9 908 082 740 76.3 NO 692 736 8&7 808 82.3 729 673 806 74.7 710 0.1 908 71.2 710 420 908 705 709 11m 127.1 86} 1325 764 1 � 4F5 738 908 681 085 725 7&4 BBI 685 713 70A 881 810 TOS 83.0 681 7&4 691 WO 881 811.1 681 44A 801 04A 875 3&7 881 93.7 872 Q Q C 060in 82.7 841 80.6 574 85� � 7j.1 664 59.1 948 628 654 $1.7 616 68.1 50 4&0 NO 50.0 537 41.4 848 47.0 $30 345 648 475 519 295 840 362 611 260 NO 3&5 607 W r' O 0 98 In 882 70.1 608 59.1 490 48.7 388 5/A 401 42A US 4LB 483 378 SO 41A 476 34.1 598 3&1 470 20A 660 33A 459 243 586 308 459 21.3 668 2&7 447 m � • 1 In 47.9 409 405 3� 4Lg9 462 399 34.2 449 44.7 393 29.9 449 31.7 3W 288 449 25A $02 23.9 479 281 377 20.0 449 22.7 388 ITA 449 20A 361 16.0 410 18.9 968 Min 44.1 425 450 385 3&8 425 37.9 370 315 421 32.8 373 27.6 626 2&1 347 245 426 283 382 22.1 426 210 368 18.4 425 20.7 380 158 425 160 343 H 12050 34.9 5 331 29.1 3% 20.8 328 24.0 3% 238 321 210 386 228 317 190 304 205 313 175 364 1&7 309 Q Q 144 m 202 253 20A 233 185 253 17.1 230 TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: �"•-� SubGala 2.71 Ca mde .0111Th . Table HobwcMu �12MI1 PT V7oo0 (pp_)X(ANCHOR CAP.,,u'-)o ANCHOR CAP.,,, Hir EI3o Or so 000 WirEbo ur lis Et0o atofilaet a129teet a126fae1 MULLION C4P.,b,,,®, Anchor clip Panems AnolW TVI• 3116•Ebb U IMM tt4•Ebo UAaom 31191 mo u Oa0g1 174'Etoo UNaoao 180ao3n Agww.GBW upmeon Agpre0ata 8oam(8518erew(68) Bmrew(tibl 11SETHIS FORMULA TOOBTAIN 'ANCHOR Edge mstw•e ft r 2-12' r 2.1w 3.1w r 2-1m 1• 244 r 3-W 2• 0.46• 054• Car CAPACITY REQUIRED•CORRESPONDING TO AN EmDMment 017 1.7111• 1.111 t-sa• 1.3/4• r 1414• 1-u4• 1.11. 1.114• 1-ur 1-Nr r tare• 73re• tenw ACTUAL PRESSURE REQUIREMENT FOR THE 2Anofw340650so.QI(2)2a5Anptempa/0ap.tT =IN I 390@3 1 45083 900m3 1700m3 270 no 2801b3 3548p 7408.3 374163 M08 113 44713 560®e OPENING,WHEN IT IS LOWER THAN THE MULLION 4An0aa303s50noc.t072x5An9feCUPS Iflp.2k 7eolbs 1 780 ft I T90ma 1e70m3 2502* awros 5som3 HSA 1120 a,3 7400A MIDI imms 882tm MR$ 1120.3 CAPACITY(FROM THE TABLE)OF THE SELECTED 8 A0mhm34427/'AOS O.C.t(2)2><8A 1',9p3t 3j I120 1120153 03613 "48 IN 226413 NU1 84013 NIA 105913 NIA 1320013 NIA 103283 I=HIS I=06 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. R3 oo+Qi87b+8 6001?lori8a FIGURE 1: t)VI1it06`4No TABLE NOTES: f � DOto 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. pledu05C011nd FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 111 I 1 1 I L t t t I N IV 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ;�� ON •••....../l( • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONASt RESTRICTIONS SHOWN ON SHEETS 21-23. -kJ25' 46" ��•'1,LGENSF _FAQ �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q' '•. No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ;Q r - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.76 AND BE A MINIMUM OF.128 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT q5°BAY %�(�•'• STA TE OF l!! LEAST.128 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION '� ' FLOR(OP•.' \` • • THE MATERIAL 010&012 ANCHORS INTO WOOD MAY BE STEEL.,16.8 S.S.OR 410 S.S. %�CCss••.....•• ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. AR P•E. FL P.E.0 58705 -� 1.000' 1.000• r !oil -{ ,.000• 1.000" t+ .1251 1251 .12sY 2.750• 2.760• .126' 3.126' 3.188' E+ .126' .12b• .1251 2.OW 2.000' 2.118' N {- �• .266' I .126' (!! cin I m IL t • ,0.-. � • •� .376' .378 � '500' L Z ...�,• T .•. R -T T T Sao" T = Lu 1 X X.126'MBLEQJ••• 1'X 2'X.375•MULLION 1'X 2.76'X.375'MULLION 1'X2.T5'X.S60'MULUON V X 3.125'X.6'MIAUON 1.2V X 3.188•X.286"MULLION ,2�'X2.11'XA26'MULUON � Q Q, � •••• 376 gLUM! • • 606M ALUM. 6063.76 ALUM. 606378 ALUM. 6063.76 ALUM. 696376 ALUM. 8063.78 ALUM. O • XSECTION • • X-=TION XSECTION X•SECTION XSECTION XSECTION X-SECTION rn R • • 000000 Z :a*** Q J •• }^� j26'•• -�-"{(--.126' -.{F -.126' g y j 0000• • et • I 0000• I Z W g • • • TABLE A Z ••••• •• • I • T ARD CUP i X5 ANGLE N e E CM. Dlmendon Value(in) For Mullion: g ALUM -SECTIONmLL Z ..••• •••R ••41 I 21 u CLO 2A00• 1zs A 1.828 1"XT X.126•6063-TO ALM ••••• .1251 X-SECTION B 2.884 Aluminum Q p • C 0.896 Tube Mullion Q � Q 0000 D 0.740 7a� • •••i • •• 125' I 4 B 2.404 1'X2•X.375' W = • • • --I A 1,126 .740•F- ry 0•0• 00•• • • Attlll*wm T J •••! b.b00" Cul HERE TO .376' 6000,----�{ C 0.836 Tube Mullion U Q .375" 3.12b'-� CREATE F-CUP,SEE MIN. O MIN. DETAIL F.SHEET 4 .378'MIN.-I D 0.490 d �A .338'MIN. A 1.876 -------- ------------------1 --------------------- B 3.000 T X2.76"X -�oli., 1IJrHOLE U4MW A F -� L_ _____A r.__------- 8063-T6 ALUM. 2X6 ANGLE CUP C 0.757 .376AIum1Dmn TOPVIEW 6063-TOALUK D 1.118 Tube Mullion STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE TOPVEIV E .450 Mtn. 6063.78 ALUM. DASHED BOUNDARY.SEE MEETS 6.17 FOR THE A 1.312 Z=WrrMN TER OF ANCHOR HOLE MUST LIE TOPAEW ANtWOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1"X233 X THE DASHED BOUNDARY.SEE LfF HOLE DIAMETER:ANCHOR DIAMETER♦1/16'. B 3.000 .850"SHEETS 6.17 FOR THE ANCHOR O.C. DASHED DISTANCE,MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER ANCHOR DIAMETER+1118'. SHEETS 6-17 FOR THE D 0.836 Tikfe MWSOn ANCHOR O.C. TABLE B UMEVISBD DISTANCE.MAXIMUM POT Part# A 2.000 I*X3.4251X ooroplyleMl wimthemarids 5.600' 376' ANCHOR HSE Mull Dimension(sheet#) S 2.037 ,AIISIt I4log .3/6 MIN. DDIAMEMETEERR4A R Mullion Std.Clip13M OIMetCllp U-CilpM243 Angie Clip C 0.863 Tube Mus MIN, 1"XZ"X.12b"(b) 88805 88811388 888111888 88824388 88851188 p 1.137 ------t_____------i 1"X2'X.375"(6) 888008 USI14M 8�1119M 6S8244M 666512M A 2.626 sdeProductComur'fol�. I ( i 1"X2.79'X.37b(7) 88607 665115M Will 120M 666246M 666513M B 3. - .285`Alum I I B 1"X2.7b"X.850"(8) 138808 886116M 888112tH 88629888 66851488 D Q Tube Mug \` Q�i LYNN 1'X3.129 X.500°(� MOM OW1116M SM1114H 886242H 8886161N ( ': •''LCENSE''•;Fp i 1 I I 128'X2 II- �. i I I i 1.29'X3.1S8"X.286"(12) 6SS41M W61117M 8N1113M 666241M 666516M A 1.813 .121"A4Bn ------- - ------ = e i No.58705 i I2r X2.11"X.126"(18) 69370 NIA NIA NIA 868617M Tube Mull _ C OFFSETCLIP =TI NOTES: .Z"l I J•.Luh -T6 ALUM. •'. '1 806 I TOPV{EW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNB•!ON THIS SHEET. - O ST TE OF .740'-i»-i---1 ;'P�S•.FCORtOp.• G�`: Q 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. ""v/ 0��`� A.t4NN IINE ,P.E. 3)SEE SI4EETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 --1 1.000• � --i 1.000• f-- 1.oex»� 740• .a� .386• � � � �.1�' Celle -•i h'-.126' •. OBY 1 I 4.000• .126• STANDARDCLIP 4.00(• 4.000' 2.825 2• 8083.78 ALUM. I 2.126' 2.000'L2:71E CLIP �' .126' 11 X'B"t N I �0 U-CLIP46 ALUM.126' .126• ' XSECTIONTION 031' .126' O ` F- �1.• i CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .126 .37ff' .1bb'J Y.SEE SHEETS 5-20 FOR THE .76' DA ANCHOR O.CSHED �DtSTAt,CMAXIMUM ANCHOR R' V) HOLE DIAMETER:ANCHOR DIAMETER+1118'. 1•X4-X.125 1'X 4•X.375' 11X4•X.376' W O MULLION MULLION T-MULLb.6� b• Z 8093.76 ALUM. 8083-TB ALUM. 8083.78 ALU M. 3,126• CUT HERE 37V 37V•376• 0 J .376' �_CREATE I CLIP.SEE MIN. X-SECTION X-SECTION X-SECTION MIN. DETAIL F,SHEET 4 Z 1.260' .376' --------_-- Z uja r--------r I r-------� CENTER OF r•--------- .378 z _ I i ANCHOR HOLE 1 1 MIN. > L Z 12b0' 1.250" 1 I I I 1 1 MIST LIE WITHIN i I 4. I I i I i I THE DASHED i I f U 3. BOUNDARY.SEE Q 1 -- 1 1 --- I F SHEETS 5.20 FOR F 111 i yy a 2.876' I _ 1 1 I 711E ANCHOR O.C. 7------ 3.84` i 1 1 I i F I DG14A� i CO Z t3 3.260• 3.2W i i I i i ANCHOR HOLE � 1 � 0 1 I I I 1 DIAMETER 2 I I ' N .100' .100' .100' L_ J I L_______J DIAMETER 11101. Q Q O O 1 1 I I .100' 824' 624 _ 2X8 ANGLE CLIP g �O Q ' ` STANDARD CLIP U-CLIP6053JO ALUM. -•i.820•h+- I -I.!!20'H-- -moi.820'F-- ZXMT- THE IF ANCHOR HOLE UST LIE T 896TOPVIEW 3-T : ••• �PVIEW • • 126'X325X.100' 125'X3.25'Xffi4' 1.26•%3.84'X.824' MEETS 6.20 FOR THE ANCHOR O.C. TABLE C TABLE Q CONT. •• • •••• • MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenelon ValuO n For MulOon: Dlmenslon I In) I • • 6006•TSALUM. 8005.75 ALUM. BW545ALUM. DIAMETER:ANCHOR DIAMETER s V16. , : F 1w • •a •••••• X-SECTION X-SECTION X-SECTION O 1.000 .12V G 0.600 4"49• • • • H 2.860 Ahwhim H 1.438 • • :••••: 6• � 3.000 T Minn I 9.2b0 2.881• / 1 ,37b' F 3.187 7'X4'X F 2b2b 1� ••W-M, • t 1.877 ''-" I MIN. G 3.767 .375 O 1.128 X.624• • �_-- ---� r__------ H 2430 Aknh m H 1.600 • xh 1 l i 1 I 3.000 Tube S T I S. F 2.50 1.2)•X3.25 F 2.813 f G 0.750 X.100 F 2.876 aw • • .125' 45• 2250• i i I i i 1 H 1'W0 AluMlapn • • � • 30' I I 1 1 1 3.250 Two Mumm o Pt wauL•• I I ( I H I • •••• 3245'BAY MULLION I 3.2b0' i TABLED i ••s • 1\1 I 91 0 }I I r • 30•BAYMULLION I 6063-TeAIUM. ____ I �- ____-� MUBDimenaioa pay Part a • ••'�!J�\%p ........,YINIV 41j��. 8003-TBALUM. I y XSECTION { (W1eet0) MWBoa BIO.CBp int CtIp U-Cllp Angto COP • ` 4J;. 1,10ENSF �: XSECTION IOFFSET CLIA 1•X4'X.126•(t0) 89384 608111M I 6681122M 886241M Swam ' •• •' 1 I .125 I G 61)83•76ALUM. 1•X4'X.375•(tq 88870 M112M 6MI123M 658242M 686M9M - Na.56705 .228'1�«,9$1'� 'T I"'.g8r�1 TO W 1'X4•X.375 T(11) 88863 668112M 6681123M 6SVA2M 66�19M NOTES. .740• 1.25 X&W X.10(•(13) 20160 NO1127M OM124M SWAI9M 6605115M ='O? �L S ct 1.25'X 325 X.824'(14 20181 8881128M 8881126M 8B62411M 6866116M ' c •• 1)HOLES TO BE DRILLED ON THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. O ••. IWX3.94'XAW(1b) 20182 SNII17M 6661120M 688241M 688617M T�•.,FLORIOP,. 30 Der-(19) 80649 WA WA WA 88f•110M i S ......... 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. i 'S/ 3)SEE SHEETS 24 FOR GENERAL B�TALLATION METHODS. 45 Da9ree C�1 88880 WA WA WA 8888111M �i �' A.LYW1111(iA1LL�R,P.f. FL P.E.#58705 TABLE E Mull Dimension PGT Part# (shoot#) Mullion Std.Clip U•Cllp Angle Clip i f- '125' i x. .125• �{I-.125• It 2•X4•X.25'(16)1 86502 I 888281M I 8N271M OW112M d •X S'X 25'(17) 88804 866282M 666272M 6665113M L DARD CLIP ' U•CUP 2X5 ANGLE CLIP .78 ALUM. 8083-TBALUM. 808&TB ALUM.2.000' ECTION 2.125• XSECTION 2.000' XSECTIONNOTES:1)HOLES TO BE DRILLED N THE FIELD FOLLOWING f .125• I '126' .126' N N gm DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L 8 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I •��• �--1490•---4 T r� HOLE LOCATIONS. ^_ 1.490•__.{ �++ 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Sb�' CUT HERE TO V N O2W 3500' -i-SEE DETAIL F. .375' 8.000' MIN. pip Z O 37� r 378' 7� MIN. SHEET4 MUL O ------ -------- -- -- Z i 4.000' 250" 2X4'Xas f -�-- - - --� 3436° @ + 3438' }------ MULLION ; i 3.438' Z �d� O 8083.78 ALUM. X-$ECTtON I i i .375• --'--- -- -- L---------------------� Mud. p L- ----------- -------J Y ((22 //�� L- STANDARD CUP 2X8 ANGLE CLIP U g � 0 O U•CLIP,806378 ALUM. .Q CENTER OF ANCHOR HOLE MUST LIE 8083T8ALUM. OR T X 'MULLWN EET 18 CENTER OF ANCHOR HOLE MUST LIE 808378 ALUM. a (� WITHIN THE DASHED BOUNDARY.SEE TOFVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW � �O SHEETS 5.28 FOR THE ANCHOR O.C. SHEETS 6.20 FOR THE ANCHOR O.C. •••• - (Y DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM AN HALE • • • DUMETER:ANCHOR DIAMETER+'d16'. WITMP{THE DASHED BOUNDARY.SEE DIAMETER.,ANCHOR I,CHOII�•1N8'.• • • SHEET$6.20 FOR TIIE ANCHOR O.C. •• • •••• • DISTANCE.MAXIMUM ANCHOR HOLE • 3.500' CUT HERE TO TE � DIAMETER ANCHOR DIAMETER-1tIr. 5.000' • • •• •••••• Go X2.000'--j 376' 1 I SEE DETAIL F. 37s ••• • 376• • MIN. r-SHEET4 MIN. MIN. f • .375' ••• • • • • r----- -- ------ -------- -- -- --------•---- • • • • ------ , 1 I i � i ••••�• • 'k ff- 7ctft 56 a- . • ' i ; ••••.;• da • •••• .260' 6.000 t -i- --r-- --j 4.888' � t 5.438• � +-----�-�' • i I / I � •8. • � 1214 i • 438' 6.438' i •• t• • :•J.aONy L .N i 2•X W X.zs I I I 4 ::99 JGENSF'•, p MULLION OW3-T6ALUMNo.56%05 ,Y X-SECTION - � .376' - `------- I - L---------------------i MIN. -- --- -------� tIENEOr L_ STANDARD CLIP UCLIP 2X6 ANGLE CLIP ,�s':FLORVOA.•'�`; . 6083.76 ALUM. 6oe3T8 ALUM. 6083.76 ALUM. ''�i s��NA1-��• TO'V03V USED FOR 2'X6'MUL110N.SHEET 17 TOPVIEW / / TOPdIEW A.LYU MVEW,P.E. FL P.E.#68705 MIAMI-Dr4pE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION It 805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy T.M.Windows,LLC. 1543 N.Powerline Road, Pompano Beach,FL 33069 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 perforin 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 rod ' .. , , . v, ., . � ,w _,. x •_ _ _ with the Florida Building Code, ing the High Velocity Hurricane Zone. DESCRIPTION: Series-249 Aluminum Outswing Doors w/wo Sidelites-L.M.T. PROVAL DOCUMENT: Drawing No.Wil-03 Rev D,titled"Series-249 A ., =swing Door w/Sidelites Q2/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and iami-Dade County Product Control Section. MISSILE IMPACT RAT arge Missile Impact Resistant Limitation: 1. See sheet 4 for Single door w oor Design Pressure(DP)rating Vs glass type and/or threshold types(Exterior(+)water limit) 2. See sheet b for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together.Max total frame area of alternate unit shall not exceed 125.84 ft'tested frame area. 3. See glazing options in sheet 2. Insulated laminated glazing Type Al and B1 are limited up to 30' above grade. 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. TERMINA'T'ION 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 literatgre: f• 4h pprVoo of the NOA is displayed, then it shall be done in its entirety. go •• • • • • :0: • INSPECTION:A co of this entire NOA shall be rovided to the user b the manufacturer or its distributors and copy P Y shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#12-0208.1 aFd vonsists okt%;paga aixPovidence pages E-1,as well as approval document mentioned above. •• • The submitted documentation was reviewed by 14haq I.ChallUh,P.E. • NOA No.15-0611.05 i 1 �, N "• ••• xpiration Date: April 21,2021 '•• pproval Date: October 08,2015 l��s . . . . . . . . .:. :• ': '.' .:. :' •: Pagel T.M.Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file listed below) 2. Drawing No.Wl1-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)", sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files#12-0208.14/# 11-0218.05) 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 outswing doors w/wo Sidelites (samples A-1 thru F-1),prepared by Fenestration Testing lab, Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A. Causo, P.E. and signed and sealed by reviewing engineer Marlin D. Brinson,P.E. Note: This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5t" Edition),prepared by At Farooq Corporation,dated 06/01/15 and last revised on SEP 03, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02;04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.(Former E.I. DuPont DeNemours &Co.,Inc. for the"Sentry Glass 8 (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) (former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51"Edition)and letter of no financial interest,prepared by At Farooq Corporation,dated 04/24/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER •• 00: • ' ' .00 1. This NOA revises & renew%.NOi •12 2r}$.X�1,&,,piring on April 21,2021. 2. Test proposal# 10-0017, dated MOM and e-Urtest revision dated Oct 06,2010 approved by BCCO. •; v •• ; • • Ishaq I.Chanda,P.E. •• • ••• • • • Product Control Examiner NOA No. 15-0611.45 ... . . • • ••• • Expiration Date: April21,2021 Approval Date: October 08,2015 ..'ILs 1. • • •. .• HFAD/SILL ANCHORS AT STILE ENDS- 41 7/8" (6)AT 3"O.C. w + FRAME WIDTH FRWE WIDTH Z � 3 _6'MAX. yyy I5MAX. SURFACE APPLIED HEAD/SILL 11111 11�T-YP. 15'MAX. HEAD/SILL I HEAD/SILL FALSE MUNTINS CORNERS I HEAD/SILL a CORNERS I A MAY BE USED + u HINGE OPTIONS I \ I SEE SHEET 5 I+ o W i3h dl m a d n m¢ $ o < d LOCK OPTION 2 I ti•••• "a o ••: SEE SHEET i • r• cow+ oo 000 4 so I ii/ 'w \ I 1 •• 6 J-Ed •• LOCK OPTIONS i - \ #0900 •I OR 2— • SEE SHEET s I / I i \ / Y • • 3 • •• •••• 0OL 01 ••• • a .0 OL �I •i N GLASS D.L.O. DIMS. —� INACTIVE ACTNE •• N 2 D.L.O. FIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" ---- O.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME MOTH - 11.875" � D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20-)/2 �. •m 30• 29 7/8- DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 3.250" D.L. D.L.OPG. D.L.OPG. DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH - 2.750'/2 38 5/8- 38 5/8- e ¢ Y LEAF WIVII LEAF WIDTH 38 5/8" 8§'' la SERIES-249 ALUMINUM FRENCH DOOR fl/ SIDELTTES LEAF °` o APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS TYPICAL ELEVATION TYPICAL ELEVATION Cuz WITH OR WITHOUT SIDELITES. X ( XX ) f REVISED01 SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. ( ) r elektieP7or191 SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. STNGLS LEAF DOOR DUAL LEAF DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR OPTIONzS` REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY _ ` c o g HURRICANE ZONE (HVHZ). � a o u a 18Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS - Ergr:JAVAB aHMaD o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. tDORS/SLDELRES ARE RATED FOR LARGE MISSILE IAPACT. CIVIL i 3 7o6e2 g 3 ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE DETAILS ARE NOT REQUIRED.S ARE FLA.PE CAN.NOT PART OF THIS APPROVAL — -- 4 A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO W000 ONLY. ALL SHIMS TO BE HIGH IMPACT. LOAD BEARING AND NON-COMPRESSIBLE. SEP 3 415 droving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT Wl 1-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REWREMENTS OF THE FLORIDA BUILDING CODE. �eet I o ANCHORS AT MULLION V 3 HEAD/SRL ANCHORS AT 4-, 7-& 10`FROM END OF AT STILE ENDS FRAME AT DOOR AND SIDELDES 166 1/4-MAX. (6)AT 3-O.C. 7YP.AT HEAD/SILL ---. a TESTED FRAME W{DTH Z 1 1/4-MAX 1 1/4-MAX 0 41 7/8' 80-MAX. 4 7/8- SIDEUTE FRAME W4DTH XX DOOR FRAME MflD H SIDEL FRAME WT-,,-- IS, TH15-MAX. SURFACE APPLIED 0 t1 HEAD/SILL 1Yp. HEAD/SILL FALSE MUNTINS O, CORNERS �,- A) _ __ _, MAY BE USED �,O ti g �- o &do II II HINGE OPTIOAS i SEE SHEEY 5 t n n YYtt U.Z LJ / Y ri . . ... Q � PA ••• / I� .1 �/ / �� I /I� \ / 0000•• 0000 • ••• 3 W •• 53 \, ; _== 0000•• :•• • : g'g o c 1 ii ii 0000 • • $ oo m I ti 11 O M • OCKE SHEENT S ii / it o 0000•• ••• U�J• •• \ i23 ---ii---1 -----D---- o r8 • • • J W1i \ ii / ii 0000•• • 5 6j�c=i� • \\ n/ i i • i • 006141 Do• i - --- ---�--- • • .••• C?a n \ I / 11 II • • • N 9z •• B \ I / 11 tl •• • ••• I M _lam • 2 to •• t—�0- -- � 1NacrlvE 4 ACTIVE - - 30• 39• 29 T/B• _ - - Lei D.L.OPG. O.L.OPG. D.L OPG. D.L.OPG. 38 5/8- 38 1/8- LEAF WIDTHC� � gg3 g 38 3/8` 38 1f8- LEAF WIDTH LEAF WIDTH LEAF WIDTHI-o6 TYPICAL ELEVATiOPd ( OXXO ) c 0 9YITH PAATEL SIDElXM > o s 8 S m O q m C SIDELITE OPTION WITH DOOR � 'q E,W.-.1AYDAHMAD o .}e 3 N MAX. FRAME AREA NOT TO EXCEED 125.84 S0. Fi. PER FBC 2014 FLC-41 sm 2 3 k 3 2015 drowmg no. W11-03 sheet 2 of 16 ANCHORS AT MULLION HEAD/SILL ANCHORS AT 4•, 7•& 10•FROM END OF [toAT STILE ENDS FRAME AT DOOR AHD SIDEUTES of 166 1/4"MAX. (6)AT 3.O.C. TPP.AT HEAD/SILL Q0 O Fz W FRAME WIDTH 46 5/16• W•.�,_ 6•VAX. 3" XX ODOR FRAME WI q¢ HFld)/SILL TYP. 15•MAX. O • CORNERS HEAD/SILL FALSFE CMUNTINSED MAY BE USED 'yp � mm gi C) HINGE OPTI04S SEE SHEEP 5 15 _3-:-„-- =-H-- ••• !L z_ - / \� u • (N} ••• ••• Qa� ••• • M _ _ / I --�--, ---, - 0000•• 0000 V. I N �/ 0000•• • •� • W / / / 1 i'Y \ '�/--_ 0000 •• 1�. ••1 • • • II �3 r 00000 • • \ p0 • N 4 o o LOCK OPTION SEE SHEET5 i �� 0000•• ••• a� •• \ t / u a • • • C3 \ i --U--'-f =--'1--- oin •• •• 6 JweC i` •• \ 1 IIS 11 a 000000 • n -� o \\ ii// ii • • www 33$•I ••• ' -- --- --"-- 0000 0om D. tt • • • L •• • • ii na L B \ i / ii ii •• i:f goo � IHACTME U_ ACTWE _ I - ' - -- 41 s/a• 30' 29 7/b- N m z - -- Opo. DA-DA-DPG. z D.L.QPG. O.l.OFA. �o 46 3/a• 38 5/9” a U SII)E'I.ITE WIDTH LEAF WIDTH 3H s/a• "Umwr§tevtseu - LEAF W)TH •saw.tdfwh►1>,e tTmta "" No1S K,prrlk,.Arte TYPICAL ELEVATION ( OXXO ) II►adPP& tadadOL•i IM DIRECT SET SIDELIM � amo O - o i SIDELITE OPTION WITH DOOR Egr JAVAD AHMpD d CML 1 FLA PE 9 70592 0 MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER F8C 2014 $538 V t�tyI drawing no. W 11-03 sheet-of 16 I 41 7/6- 31' a 3 FRAME WIDTH WINDOW WIDTH O z 28- F�¢ 6'MAX. 15-MAX. D.L OPG. (FlXED) HEAD HEAD/SILL HEAD/SILL ,y O CORNERS If 14 10 1/2' Ya V MAX. 5"MAX. HCOORRN/R a a h F7_ Ja� 8 , � gx 14V 4 � _ ••• �4t eIE F LOCK OPTIONS �, \ �'S_ / • • • r--- � • 1OR2 \ 313 0.p /� m •• • • • SEE SHEET 5 \ _ "' �'p° 0 m • C1 n i N-1 IUU..YY W 0000•• 0000 • ••• O • �= ib � 0000•• • �" 1 $ 4 •0• W - 0000 •• (i♦ — _ - 20 7/8- � • • • • �O z 0000 • • dOM ••• // SILL 00.01110 ••• V�� •• • • • 8 JJ Zw� / 01 �� 26 5/8" •• •• � t• •• 10 � ii/ 15 `� ot. oPG.(VENT) •••••• • 1 �v� • 0 3�� i • o Cg /% 28 7/8' i • i • O a I* 0• } // VENT tINDTH • • :••• C z O n • O7 • • • L / 1{ 60 • ••• �' 3M .m. •• 1 ACTIVE � •• � F..-a � O N a1 CJ NOTE: D.L.OPG. a o T'M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 1536 5/6- " DP = +65 * LEAF WIDTH -80 PSF 2 * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD �g TYPICAL ELEVATION KfREV"U m g X eNo bll•Os FOR DESIGN LOAD CAPACITY SEE SHEETS AoeqMmB>qbld"Dat* 1 l c m SIN01 LEAF 0-0M WISA MAHTTN4 WDW IN4FT2T � ` m Ma 5 '�odo pIM pmdnd C41111111111 O S-11. LVINDOW INSERT OPTION Y Eng,..JAVAD AHAIAO o CPAL 3 Fl ca V292 0 drawing no. SE 3 2015 W11-03 [sheet 4 of 16 FRAME WIDTH f1tAME WIDTH FRAME WIDTH GLASS CAPACITIES ON THIS SHEET ARE ,tali� o - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) \ / \ AND FLORIDA BUILDING COMMISSION Z 3 DECLARATORY STATEMENT OCA05-DEC-219 k 0 I O x ACDVE I1J{�7NE AC7AJE -ACTIVE �� 0 (X) •• Z SINGLE LEAF(X)DOORS WITHOUT SIDRLITES D LEAF(XX)DOORS WYMOUT SID SINGLE LEAF(X)DOORS WITH S.H. INSERT • g DESIGN LOAD CAPACITY - PSF '141, DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ••• •• • • • LOCKS J1 &#2 LOCK DIMON g1 LOCK OPTION 62 LOCK OPTIONS#1 &02 •• • : Vii- •• C1A36 TYPES GLASS TYPES GLASS TYPES GLASS TYPES 0 DOOR 0 0 0.0 0 6604 •• ••• FRAME WIDTH FRAME HEIGHT 'A'OR'AI' 'B'OR'Be FRAME WIDTH FRAME HEIGHT 'A'. 'AI'.'B'OR'81' FRAME WIDTH FAAME HEIGHT 'A'.'At'.'B'OR'BI' • umi ••0000 •� • INCHES MTOtES EXT.(+) RAT.(-) ELT.(+) INF.(-) INCHES INCHES EXT.(+) INT.(-) INCHES INCHES FXT.{+) BVI.(-) • ••• 42 Loo 80.0 BO.O 100.0 141.0 80 109 80.0 80.0 42 109 85.0 80.0 690900 ••• w,� 0 ETR.(+)LOADS SHOWN ABOVE ARE WITH FRCH THRESHOLD EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD GLASS TYPE'F'®3.H.TTD1Y •0 0• • p •• FOR SM THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSf EXf.(+)LOADS SHOWN ABOVE ARE WITH HIO!THRESHOLD •••••• 000,91 a0 m ••0 FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF 0 0 •• •• 1 JLu ••• LOCKS: • •0000• • 7�n W • OPTION fit OPTION f2 • • • :*Go o W v I • ••• STANDARD STEEL THROW BOLT TACK, KEY OPERATED ON 3 POW LOCK SYSTEM WITH LEVER HANDLE LOCATED ING •� ••• 0 O oO al m � EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE AT 40-1/2"FROM BOTTOM OF ACTIVE LEAF LOCK STILE • • • a LEAF LOCK STILE, 48" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS OPTION #1 • • • a, Z 2 000 FASTENED WITH (2) 1/4-28 X 2-1/2' MS ENGAGING AT HEAD AND SILL 7-5/8" LONG ALUM BUTT HINGES.AT 12' FROM •• • •0• �-„ ,4 • CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON FASTENED WITH(2) #12-28 X 2-1/4"OH MS EACH ENO AND ONE AT MIDSPAN OF LEAF. ••0 EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF METALLIC STRIKE PLATE AT 40"FROM BOTTOM OPTION #2t7T a LOCK STILE, 39-1/2' FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH 3-1/4'LONG ALUM PIVOT HRVCES.AT 12"FROM EACH END --� FASTENED WITH (2) #8 X 5/8' PH SCREWS AND (3) #10 X 1/2'FH SMS AND ONE AT MEAN OF LEAF. (2) #8-32 X 1-1/2'OH MS FASTENED TO FRAME WITH((2 1/4-20 X 1-1/2' MS CONCEALED FLUSH 13OLTS AT TOP & BOTTOM OF FASTENED TO PANEL WITH (2;5/16-18 X 1-1/2 MS CONCEALED FLUSH BOLTS AT TOP&BOTTOM OF LOCK INACTIVE LEAF LOCK STILE, MANUALLY OPERATED STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE FACE LOCATED AT 11-1/2'AND 89-1/2'FROM BOTTOM LOCATED AT 10-1/2'& 76-1/2'FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2'FH MS FASTENED WITH (2) #8-32 X 1/2'FN MS SEALANTS' 12 FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED ftxmwFREVISED n 1 + I I WITH WHITE COLORED SEALANT. t•a'o�pltbgwVlA i6t FTwrl� m SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. Atotptwt Ne \ I \ / b \ jR�ylrlllLaa Date AWN 50*r1,la.d;5 4 to ry 1 0 1 I I I I ^ - E"n JAVAO AHMAD i Y FLA.PE f 70592 CAN 5538 0 drawing no. INACTIVE ACTIVE SEP ii 2015 WW1-03 (shee( 5 of 16) STATIONARY PANEL(0)OR DOORS WITH SIDWIES SIDELIT DOOR DOOR 3 DESIGN LOAD CAPACITY - PSP WIDTH FRAME W. SIDELITE W SIDEUTE W FRAME W. SIDELITE W. .._ .. 3 PANELfDIRECT SET GLASS TYPES F G A F G f G A f G FRAME HEIGHT DOOR WIDTH SIDEUTE WIDTH 'A'. 'A1', 'B'OR'Bi' -- — -- - - - hYCHES INCHES INCHES EXT.(+) INT.(-) - Z O 41 7/8(X) H / H / H I 81 80(XX) 48 80.0 68.7 �.- / g a 85 41 7/8(X) 48 80.0 69.7 w N N 80(xx) H x ,� x j. :j. 41 7/8(X) w i; !; 91 so(m) 48 80.0 69.7 \ M \ n V te�1 97 41 80 7/8(X) 42 80.0 79.6 K L B \ K L K \\ a s ( l O 091 ITT 6 --- I Y 41 7/8(X) i 103 so O 42 80.0 79.6 41 7/8(X) STATIONARY{0} OVERALL FRAME WIDTH OVERALL FRAME WIDTH •• yg, 109 41 7/8 80.0 60.0 Y% (XO) (0X0) • EXF.(+)LOADS SHOWN ABOVE ARE WITH HIM THRESHOLD • • • a____ • FOR Sib.THRESHOLD UMR EXi.(+)LOADS TO 58.0 PSF %EUTE W. DOOR FRAME WIDTH SIDELITE W _DOOR__FRAME WIDTH SIDELITE W. • �•• F G A 7.-T A •••••,�`/G •�••• v • •• t NOTE: -- • FOR DOORS CAPACITIES SEE SHEET 5. ' FOR SIDELITE CAPACITIES SEE CHART ABOVE. / \ / �•• •• • LOWER VALUES FROM DOOR OR SIDELITE CHART \ p a \ • WILL APPLY TO ENTIRE SYSTEM. \ *04k • Z • N E N E.• • (a H :. U 4 Z • •• W • M M ••• M t'i�+ �_ DIRECT SEF SIDELITE WIDTH PANEL SIDELITE WIDTH = SfOEUTE FRAME WIDTH \Ll W \ // \\ // o �• •• O •• L OVERALL FRAME WIDTH I--— OVERALL FRAME WIDTH •• O OXK XKO MDUCCREVtM G DIRECT�T SIDELITE WIDTH DOOR FRAME WIDTH (X)OR(XX) wi1M Ne tTur4k ,e 8 LEAF WIDTH qMF 4e/CeW 01 o�Y i��" NOTE: WL ncrrvE CLASS CAPACITIES ON THIS SHEET AREBASED ON ASTM E1300-09 3 SEC. GUSTS PANEL S7DELRE WroTH DOOR FRAME WIDTH AND FLORIDA BUILDING COMMISSION } (x) DECLARATORY STATEMENT OCA05—DEC-219 ` --' En n JAVAD AHMAO b .t LEAFcw ROTH" FIA PE 8 70592 u CA 3538 1_1/4• wACTwE - ---ACRVE drawing no. PANEL SIDELRE WIDTH DOOR FRAME WIDTH �E 32015 W11^03 --. (XX) sheet 6 of 16 3/16'HEAT STREN'D GLASS 3 3/16•HEAT STREN'D GLASS 1/4-AIR SPACE iY o 3/16'HEAT STREN'D GLASS --1/4•AIR SPACE -3/16'HEAT STREN'D GLASS --- 090"hierlayer 3/16'HEAT SIRENb GLASS 3/16-HEAT STREN'D GLASS .090"Interlayer Z Saltex Clear And Color Gloss .090" melas Q .� Oy'Eastman Chemkol Co.' 090'(Clear An Sant InterWyer By'Kuroroy America.Inc.' 1/8`HEAT SIREN'D GLASS Sa11ex Clear And Color Glass Sentry0bs 1 3/76"HEAT STREN'D GLASS By'Eastman Cherrdcat Co.' By'Kwway America,Inc.' 090'Interlayer g sen 3/16'HEAT STREN'0 GLASS SentryGlas U SILICONE 3/16"HEAT STREN'D GLASS 3/16'HEAT STREWO GLASS SILICONE By Kuraray America, Inc.' GE RCS7701 SILICONE GE RGS7701 GE 1200 -GE SILICONE GE 1200 a E i2 O1 GE RGS7701 1/8"HEAT STREN'D GLASS O F a m GE 1200 SILICONE RCS7701 Q C 14 GE 1200 aQa z�rm1 Vgj L.C m 37 u 37 iy _ _ _ •• err a�lHy1j �M$ay to af ALUMINUM ALUMINUM n' • • •••• w^f'•l ••• F w 8 S�SPACER Of w _ ,1�i SPACER a •• • •• _—, • AT 4-1/2"FROM ENDS -AT 4-1/2'FROM ENDS • r m •• AND 10-1/2"O.C. AND 10-1/2"O.C. W • •000 •••• • ••• 39 AT 1/4 POINTS ALL SIZES39 AT 1/4 POINTS ALL S12ES •f•• •• •IR ••• • • • • to a • C�I�15S �-SS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'Blogo GLASS TYPE '•• • • 1 Q44 (S.H.WINDOW WITH SINGLE DOOR wP MAr"ONLY) •••• 1 V K J v. •o • 00 w GLAZING OPTIONS •f•••• • _ • • • • � 331 � • • • ri••• s oaa w •• • • � V r GLASS TYPES GLASS TYPES 'A'OR'B' (ABOVE) 'Al' ) •••• 2 O GEICONESILICONE 701S7701 GE 1SIUCO 2000 z m i PRODUGf REVISED –Cob CTgmg�ttea Wu 2� v8 Sw w 9 AT 1/4 PO1MS ON LRES S ALL SIZES C 01 a p WIDER TI-M 36" m m,�m.^..u o$ a m o GLAZING DETAILS AT SIDELITE 3 Eng,:JAVAO A11HA0ro •e I. CIVIL FLA.RE CAN.3938 2 go n � draw n�g no. 0 3 2015 W 11-03 - sheat 7 of 16 TYPICAL ANCHORS t` 3 SEE ELEVATIONS 10Y WOOD BUCK V EDGE DIST. FOR SPACING A —� EDGE DIST. (SEE NOTE SHEET 1) 28Y D BUCK a ALTERNATE - tt�AA�' ANGHOR LOCATION •d" _ EDGE TRUCTURE °1 ° - _ DIST. (SEE NO ET t) Z • �I�r a.., 18 /-7 O f � V � � u •t � � LL Qd WOOD BUCKS AND METAL STRUCTURE NOT BY TM WBVDOWS 1 TYPICAL ANCHORS TYPXAL ANCHORS MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM eZ� ! 16 SEE ELEVATIONS SEE ELEVATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE. �+ o g FOR SPACING FOR SPACING _ _ 04 METAL m EE SS RUUCTURE TYPICAL ANCHORS: SEE ELEv.FOR SPACING 41 1/2 MIN. DGDIST. 4 �- SHOOT BOLT OR 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) ••• 13 Ell PENt TRATION mm TINTO 2BY WOOD BUCKS OR WOOD STRUCTUf�S ••• •• • • • 1-1/2" M1 EIS)' • • !.� • n 1 BY BUCKS INTO CONC. OR MASONRY•••0•• ••• •0 ••• N 1-1/4 MIN. EMBED INTO CONCRETE (HEAD)&••••• •7 • �N 1-1/4' MIN. EMBED INTO CONC. OR MASON%J(J"BS) •• :6 ••: DIR N • • •TYPICAL ^ 81 SEE El_EYATIOFIS S 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL)•• • g 000 = O FOR SPACING 1-1/4' MIN. EMBED INTO CONC. OR MASOM*:NARKS) ••• (`ujM• •• V Y �4 _ tC o4'DIA, TEKs OR Sur ORI ST>TEWS•(v�RaDt!es CRS) z t•• ••• o F INTO MIAMI-DADE COUNTY APPROVED MULL44•*I IRI:THK. - 1/8"1 •• W INTO METAL STRUCTURES • • i••• p a 040 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MINS) • • r o • ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN!) • • N z ••� (STEEL IN CONTACT WITH ALUMINUM TO BE PMED CR PAINT• r) OR TYPICAL EDGE DISTANCE •• a is INTO CONCRETE AND MASONRY = 2-1/2' MIN. C==� INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOW AT HEAD OR IAMBS SG - D.55 MIN CONCKM AT HEAD,SILL OR JAMBS Ye - 3000 PM MW. � o G C-90 HOLLOW/FUM BLOCK AT JAMBS f m - 2000 PSI ANN. o Ig 0 r RUSHMIN. OR pg T� DRD11UCf RI?YF$£p SHOOT BOLT U12 9 PENETRATION �,} 1tdTIKCoAe 16 ig 2 Aaepuen Nem 7 SiyfrUM1e © 2 e =15 t 1 s O O 1 1 6 2A o `n 1 t `*rn ALTERNATE < N IGde to/�cl "�o$S ALTERNATE t t a m u c _ OPERATING UNITS _ J/8 XWE 3/8" a' •.a. : .�<. 1••.b. : .a v a• - .c.b. . .° - Eng,..JAVAD AN" o •t o_ 1/2`FROM • v e h •.. '.(w' a.'... Q. :. • , �. ;y a.. CIVIL 1 So SILL ENDS '° • TYPICAL ANCHORS ° o TYPICAL ANCHORS • v TYPICAL ANCHORS FTA PE%7 0582 o n SEE ELEVATIONS SEE ELEVATIONS SFE ELEVATIONS CAN. JanB EOt FOR SPACING EDGE O'' FOR SPACING �r- W��. w FOR SPACING HIGH THRESHOLD STANDARD THRESHOLD LOW THRESHOLD APPWD FOR WATER RESISTANCE APPWO FOR WATER RESISTANCE RIOT APPR'D FOR WATER RESISTANCE droving n0. LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAx. EXT(+) LOADS TO 58.0 PSF ZQ1� W1 1-03 LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE GOON) OPERATING UNITS (sheet 8 of 16' 3/8'MAX. 3/8 O 1/ C O MAX. ALTERNATE SH1M SHIM ANCHOR LOCATIDP! IBY METAL 3 3 .WOOD BUCK 3A STRUCTURE '- .. .. J ACTIVE LEAF TYPICAL ANCHORS I6 1 iigGG a SEE ELEV. 16 38 ••, _..... L u FOR ACING --- o a t7 21 TYPICAL ANCHORS Q• 16v SEE ELEV. {g p EXTERIOR 5 FOR SPACING -- D.L.OPG._ AIT. FRAME JAME••4 Z°I 38-5/8 NNt. • • •• p11 A • ••• LEAF WIDTH .___- ____._ ••• • • _.______ ..__.� •• -- - IVDOOR FRAME WIDTH -- •••••• ••• J •0 0&0 LOCK OPTIONS 1 OR 2 • AT SINGLE DOORS •••••• •'�j • OPTIONS1 SHOWN •i 00: SHEET S FOR DESCRIPTION 000* 0 • 3/8'OMAX. • • �p^ 3/8`-MAX.- *000 •• 6 V)v ••• �Ip1 ,, D E LOCK OPTION 2 FLUSH BOLTS A7 DOUBLE CORS X* D U . AT TOP k BOTTOM O "'1 til • ••• SHEET 5 FOR DESCRIPTION 3 3 K t!1 W V •• TYPIC.ANCHORS~.a: IN—ACTIVE LEAF ACTIVE LEAF E SEE E • o a'� ••• fe FOR SPACBJG 16 4 16 C Z__-- • O J 0 I 21 21 21 TYPICAL ANCHORS o F g LEAF WIDTH EXTERIOR SEE ELEV. .__ LEAF WIDTH FOR SPACING 5" n BUTT HINGES . .?$$ PIVOT HINGES 8 & (SEE HINGE OPTION SH 5) 80'MAX. 11m5 DOOR FRAME WIDTHmu u O OPERATING UNITS _ pppp J�Qpb� Elw:JAVAD AHMAD b •a r ,Q FIACAPEEAN538.,rF c 1$ Col dramirOg^no. 3 201. 0 W11 0 sheet g ott6 TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE EDGE DIST.fi - 10 FrOR` SPACING ANCHOR LOCATION ..NE _ TI e � A SI TION DF.TA LS9QJ 28 ® %3/4'PH SMS 4• jai ? AT 6'FROM ENDS jr G AND 24"O.C.MAX. 0 Y is ALT FRAME JAMB ®10 X 1 PH SMS Y tlI s 3/8'M.%-, AT 4'FROM ENDS 4 z o LL00 SHN. •. H AT 8"FROM X ROM PH SMS AND 16"O.C. AT ENDS \=J 3 AND 24"O.C.MO. m m TYPICAL ANCHORS �I SEE ELEV. FOR SPACING 16 n W • ________ •• O M • • v J ZERE* 0 9 t< • • •• 1 ••• • •• t»w •• • , � 16 21 21 m CI i • sEXTERIOR •••••• a • F1 O�� • � 5 5 � _ � •• W ; SIDELITE LEAF WIDTH I ••« Ki $2 a • BUTT HWGES X110 • ._ PANEL SIDEUTE WIDTH 1 1/4' DOOR FRAME 0 • DOOR LEAF WIDTH a SIDEUTE FRAME WIDTH — 3.250" • • • • PROD �� • � '� • ktheF-ja,•• g• •• iORg "Mate • • w g S F1 $A zD cmcti� oo�<{m>yus N [BODE G is s @16 T 2 ALTERNATE T 2 N s PANEL SIDELITE UNITS o rn n v=i E%r.JAVAD AHYAD b •v FLk B 7'0594 o n 3/8'X 3/8' WEEPS tSIL l F pg +'° ' ° a TYPICAL ANCHORS '°EIDE OAT. ° a o '.V TYPfCAI ANCHORS drawing no. EDGE CIST. SEE ELEVATIONS SEE ELEVATIONS t W1 1-03 FOR SPACING FOR SPACING S ZO95 PANEL SIDELITE UNIT (STD. THRESHOLD) PANEL SIDELITF UNIT {HIGH THRESHOLDS t 10ot16 u � Armes DIRECT SES SIDELITE INSTALLATION DETAILS �� EDGE DIST. SEE ELEVATIONS - _--- FOR SPACBrfG T' J - -- o o K B ~T 8 Q< 3/8'MAX �;� SHiN OJ No 75 e1$ TYPICAL ANCHORS3 - -- SEE ELEV. ---__ _-_ - F0R SPACING �^ 25 25 n ••• OM a� • •• 3 ci O .- � ��2 O • r. n 27 ••• 6 ~'0 33 I • 3 EXTERIOR 5 000:00 a • ®r .. D.L OPG. LEAF WIDTH •••• •• v C Z� � • SILICONE PIVOT HINGES •••• • • � ��O• •• _DIRECT_SET_SIDELITE WIDTH i T�4 DOOR FRAME WIM _ • _ ATO X I'PH WAS • AT 4-FROU ENDS •••••• • AND 16"O.C.MAX • • • F • • • • _ • •• 9&a1�tC f R1}YtSBD^�:000 (5'S• R • rwapltM•Cob wb!Me•'""9•• � u S� S Na 1 - 6 r $$ 35 Bylr/Iw One 2l 25 ��/j zs DUR-ECT SET SIDELITE UNITS Enqr:JAM A IUAD o .• o -- CIVIL FLA.PE H 70592 g 'T .. a .. CAN.3538 'EocE wsT. TY-M ANCHORS $ SEE ELEVATIONS FOR SPACING --� drmamg rw. W11-03 DIRECT SET SIDELITE UNI S sheet I I of 7 �12OOO 1750-q. L 4.000 062 �1�u 062 �i 1.750 .1 L__ rr 2.375 500 1 1.750 l 2.375 0 C, 1.843- 090 1.843 �, FRAME HEAD / PANEL GLAZING BEAD 3.465 �' n V 1M-099 l� TM-155A SIDELITE HEAD/SILL aS 8.250 - L-' GW-30769 v 2.375-- 1^--2.125 -�- W� 90 , 713 a(d .062 .125 • 0.310 .715 qu��G~6 � GW 37888 mb72 �-- 1°12 l'J CENTER HME { �'2: 2.125 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) Q g t.966 1.2162 125 - U PIVOT HINGE 0.248 1.500 --_4.000 p-1.500�{ y k II 1 m.572 GW 37BB9-A �.2 -2.062 DOOR BOTTOM RAIL O OUTER HINGE .125 •125 67S e 236 DOOR JAMB/SIDELITE FRAME -� HINGE PIN .062 1.000 ••• ¢ Q r1 1.376 O M os2 625 28 STO. SILL ADAPTER •� t66 MID RAIL CORMER CHl�1NEL • re 000 V re i •• BA5798 ♦ • • S Z • 1.750 .0093_ -i' 1.750 -_.-3.681..-.--- .655 LOW THRESHOLD 5.8`8• • fj0)3 t�.525 .062 �99 00..P4L _ .635 75 C �•o •• 4.000 .�2 4.090 1-x-.09.3 HINGE CAP .250 1.829 • •• • •• M a -1.8 R� L�O•� •• #10 x 1/2- HIGH SILL ADAPTER •�•**so ••• i1 F �•�• • L (5) DOOR HINGE STILE F.H.SMS l`J TM-193 ® • • • L l TM-32995 INSUL. GLASS RA7•lEL OAPTER •• p .125 • S62 11 2.000 2.157 4.530 TM • -� --4.659- 9� • i • d • i• •••• • DOOR 70Pf80TTOM RAIL $ 0 1.545 • O TM-32994 _--_ 3.500 a 7.669 .625 .187 .�---y° •y�1 ••• • O a - • •• 2.040 � ,�, o 062 �i �.iF-.060• •••• • b 3 • 1.574 °p Z --4.000 v 8 mi .075 ° FRAME SILL (STD.) *H' MULLION SILL COVER .825 � O BA5797 15 TM-121A 30 TM-180 375 4. 212b 2.625----- ACTIVE .625-- c mi - ACTIVE LEAF LOCH STILE 1tOAUCFRHWSW TM-172 BUTT HINGE _c°- �1,�. O WEATHER-STRIP ADAPTER OD2 Iascak GW-31826 4.659 -y .093 AM�W4ece lVo 11.0) .075 If 3.790--- .999 � We 4.000 r Emy:,wvAO AHMAD t •1 0 1287 }^ is .715 f -.050 2.040 1.750 1,� .300 t� 7.988 •186.062 9 CPA FTA E 76592 ��r " s „ ''li 25 1.7" '6 b--2.Ot1�1 - 379 � 1.750--d r drOWing �"0. ® L4.000 U @) 6SY3 iJ W11-03] SIDELITE GLAZING BEAD (LAM. GLASS INACTIVE LEAF LOCK STILE REINFORCING BAR ALT. DOOR JAMB/SIDELITE FRAME ALT, FRAME COVER TM-157 4A TM-36048 31 TM-182 BA BA sheet 12 of 18 PrEM 8 PART'8 gUANTTTT DESCRIPTION MATERIAL MANP./SUPPLIER/REMARICS �u' 1 TM-089 1 FRAME HEAD 6063-TB PER TM SPECIFICATIONS i 2 BA5797 1 FRAME SIU. (STD.) ------ 8063-T6 PER TM SPECIFICATIONS 2 2A 8970XB ---- 1 LOW THRESHOLD --- -- 6063-T6 PER TM SPECIFICATIONS --- 3 BA5499 - -- 2 FRAME JAMB _ 6063-T6 PER TM SPECR7CATIONS 0 % 3A.. __ 13AAS REDD. ALT.DOOR JAMB/SIDEUT£FRAME 6063-TB PR TM SPECIFICATIONS. AS REDD. ALT.FRAME COVER 6063-T6 PER TM SPECIFICATIONS Fp a it IL 4 TM-172 1 ACTIVE LEAF LOCK STILE T_ -6063-T6 PER TM SPECIFICATIONS g Q v 4A IM736048 1 INACTIVE LEAF LOCK STILE 6063-T6PER TM SPECIFICATIONS 5 TM-32885 7 PANEL HINGE 578E 6063-T6 PER TM SPEL'1FLCAT14NS--_-- QAC D 6 TM-32994 1 PANEL TOP/BOTTOM RAI_ _ 6063-T6 PER TM SPECIFICATIONS }T P 7 GW 31826 4 WEATHERSTRNP ADAPTER 6063-T6 END OF DOOR STILES(TOP/BOTTOM) �y 8 FO 107 3/LEAF BUTT HINGE _ 8063-T6 SULLIWAN&ASSOC. S 42, `7{Q� BA - 3/LEAF PIVOT MOE 6063-T6 LOIRA VQ e7j r O �Y —__- \\Y 8__ OW30789 AS READ. SIDEUTE HM/SILL 6063-T6 - __ Q; -10 GW 32222 __2 DOOR LOC(INSERT __ 6063-T6 LDCK SRLEQ _---__ ----- __ L" 21 71 GW-34808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM 4'LONG _. _—_...-____ �(,y�m gg 12 F8 1202 2/LEAF FLUSH BOLT ASSEMBLY _—__— ALUMIIM SULLNAN&ASSOC. a l l 15 TM-121A AS REDD. 'H'MULLION6063-T6 - t-------u 16 32005 AS REOD. FOAM FILLED BULB W'STRIPPMG - .487X:250.250 T-SLOT FRAME TOP CORNER 16A 32084 AS REO'D. MULTI FLAP FOAM FILL.ED_BULB W'STRiPPINO ---- -- _ SIDELITE CORNER 168 32011 AS REOD. FOAM FILLED BLIS W'STRPPING - .187 X.350 T-SLOT 17 FRGF 2/LEAF FLUSHBOLT GUIDE.LOCK STILE ENDS(TOP/BOTTOM) 6063-i8 M&M PLASTICS 19 TM-29236 1 PANEL BOTTOM RAIL _ 6063-TB - .. 20 - AS REOM 810 x 1/2"F.H.UNDERCUT SMS. STEEL AT FLUSH BOLTS 3;� Q M 21 - 2/1.6F 1/2'0 THREADED ROD.WASHER&NUT STEEL TOP/BOTTOM END RAILS • M 22 - - DEAD BOLT LOCKING HANDLE - KWBK^ET • ••• U •• 23 - 7 MULTI POINT LOCK - ACTIVE ? • '�41'•f'ROM BOTTOM• 25 - 36 DUST PLUG(OPTIONAL) PLASTIC DOOR JAM8 INSTALL SCREWHOLD I _ �i • ui 26 — As REOD. @10 x r P.M.sMs(Am.SCREW) STEEL DDDR /MUu. 0 ;3 I •• 28 BA5798 AS REDD. STO.SILL ADAPTER 6063-75 PER MRBIONS • 'OO 0. m • 29 _BA AS REQD. HK1H SILL ADAPTER(USED PATH STO.SILL) 6063-TS PER TM•S�ELIF�ATIONS _•• Z 19 •• 30_ -TM-180 1 SII.COVER __— 6063-T6 PER NAA SPECIFMIONS • • •v �i M 31 TM-782 - LAK STA£REINFORCEMENT 6063-76 PER TMS116TIONS p• •• 35 TM-157 4 SIDELICE GLA7M BEAD(LAM.GLASS) 6063-TG SIDE PERIMETER•• ' F- P.w • 35A - 4 SIDELITE GLAZING BEAD(INSUL.LAM.GLASS) 6063-T6SIDE ilow PERIMETER •• DOOR IFA.F CORNER -37 _TM-155A OPTIONAL PANEL GLAZING BEAD 6063-To PER TM SPECIFICATIONS • • 38 TM-194 - INSUL.GLASS PANEL.ADAPTER 8063-TS PER 5P TIONS I 39 _ AS REOM SETTING BLOCKS(1/8'X 3/4'X 4`LONG) EPDM DUROYETER 80L0 SNORE A• w• •• DOOR:CaftONENTSo • •; •• • ••• • •• • g IDvcrILEVLseo N2% �L IteNoykg7 fib The FI r1Aa DNeI. p U ti m n o f _ goo� a m u o mptioct � I�IM Ergr:JAVAO AHMAD ,gb •L o_ CIVIL FTA.PE A 70592jj 0 O e drawing no. FRAME 80TiOM CORNER MIO RAIL CORNER SE 2p3tiW 11-03 • SINGLE DOOR W/S.N.WOW. She t 1.3 Of�6 3/8'MAX. -SHIM SEE •3/8MAX. tQ X 9-1/2'FH SMS ' O SEE EIfVA7I0N5 (�rj\� .- E 1 FOR SPACING `✓ SHIM _ Q @ 28Y BUCK OR _ '__ -_ _.— _____._ IL O WOODS NR D.l PG. __ TYPICAL ANCHORS GS! i6 3 0. � SEE ELEV. 12. 7.1 4. i6 FOR SPACING (V � d o 21 i x IL z d 16 EXTERIOR 5 TYPICAL ANCHORS uull eee171 FF SEE ELEV. D.L.OPC. (FIXED) FOR SPACING _ s m _ S.H.WINOGW WIDTH_ _ HINGE OPTIONS 38-5/8'Mo. SHEET 5 �- n LEAF WIDTH , w <o a 41-7/8'MAX. 4 -- •• LOCK ATS OPT ONS 1 R 2 FRAME WIDTH o —__ • ••• V .! ••• OPTION 2 SHOWN • ••• J Z LL • SHEET 5 FOR DESCRIPTION •• • J=o • 311 3/SHIM• C1 D1 3/sem •••i•• "o0 • cp ••• METAL 3 3 .1WOOD BUCK •••••• •• y Z • Ti MSS. sTSTRUCTUREACACTIVE LEAF _ •••• • • ; o , ••• •••••• ••• H o•Y► •• TYPICAL ANC19M 16 � • • • SEE ELEV. 16 •• •• ••• FOR SPACING ' •••••• • e •• ••• ___ .,� •• • 21 ucr NEv15£fl • • a $ • 16 EXTSEE ELEV. ERIOR 5 '<•> FOR SPACINGTYPICAL ANCHORS w" 6 Os 8 m $$ O.L.OPG. qtr w m 38-5/8'MAX. o o.'i o ------ LEAF WIDTH d o t m U D 41-7/8MAX _ FRAME WIDTH -------- Enqr:JAVAD ANYAD o 'u FTA.PCS 10512 e SINGLE (X) OPERATING UNITS�/ S.H. WDVP. Browing no. ?Ol!i W11-03 sheet 15 of 1 fi i s TERM 0 PART B READ. DESCRIrMN MATERIAL MANF./WPPLDiR/RE6tARR3 �v 746 1.1 GW 31798 1 FRAME HUD 6063-T6 PER TM SPECIFICATIONS � o F2.1 TM 117 2 FRAME JAMB 6083-T6 PER TM SPECIFICATIONS .8887 #-.130 1".082 —� T--- �p� 3.1 t FRAME SILL 6063-T6 PER TM SPECIFICATIONSa -tl 41f _625 may____p-1 `�—�'S 4.1 GW 36123 --- 1 _ FIXED MTG.RAIL 808.3-T6 PER TM_SPECIFICATIONS O .250J L 5.1 TM-113 - 1__- STD.VENT TOP RAIL .. 6063-T6 PER TM SPECIFICATIONS A a 1.875 6.1 TM-112 1 VENT BOTTOM RAIL 6063-TS PER TM SPECIFICATIONS 7.1 CW-31802 2 VENT JAMB 6063-TB PER TM SPECIFICATIONS 1.1 FRAME HEAD 17.1 FIXED RAIL REIW. 9.1 GLASS STOP ANGLE 8.1 TM-115 2/VENT SPRM LOADED EGRESS LOCK®6'FROM ENDS 6063-T6 PER TM SPECIFICATIONS __ fAO��, BAt - 2/VENT LATCH LOCK 61 6'FROM ENDS_--_ CAST PER TM SPECIFICATIONS T. n T� 9A - AS RECD. GLAZING STOP ANGLE ALUMMIUM PER TM SPECIFICATIONS C __ _____ ___-- _ _ - Q 10.1 - 2 VENT STOP(5-1/4-LONG) PLASTIC PER TM SPECIFICATIONS a 1 ----- M —--- - A$ - - 11.1 - 2 SPIRAL BALANCE - CALDWELI V _- ppp111 Ed - 12.1 - 4 VENT GUIDE PLASRC PER 7M SPECIFICATIONS 1.� 050-" .749 095 _ _- 25455� 13.1 WV-3045 AS REM. BULB WEATHERSTRIP VddYL PER TM SPECIFICATIONS 14.1 W43201 AS REDD. FIN SEAL WEATHERSTRP WOOL PER TM SPECIFICATIONS-F.1 40 PECIFICATIONS-.140 15.1 W43371 AS RECD. FIN SEAL WEATHERSTRIP ________ WOOL PER TM SP'ECIFiCAi10N5 W .937 f�1.563 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS {10 x 1' 1 - 17.1 - - FIXED RAIL REtWORCING ALUMINUM PER TM SPECIFICATIONS N QAt 18.7 - DOOR Stu REINFORCING ALUMINUM PER TM SPECIFICATIONS � n nxED MEETING RAIL 16.1 DOOR STILE REIW. - - - ---- S.H. WINDOW COMPONENTS iy of"' 940 658 •• O M .750 .062 • • ••• V Oc 4 000 1.125 /'/ •• • 1 J�= ••• 1.582 o•'i 000 Q -W750 M- 7.1 $ASH SME RAIL ••••• •• Go. z� •i 2* •••• • ' �iii •• S.t STD. VENT TOP RAIL •••••• ••• 0 ••• .969 I •••••• ••• VENT TOP CORNER •••••• •• '877 • • • • .787 --+ ••• 1b75 943 FRAME TOP CORNER • • i•• T-- } • • • • .882 .062 .674 -. • • • p`�` ••• 1.469 pR�C f RLgSEO� •• • rea�l+lf� • � � .617 �.K 2., FRAME JAMS h 6.1 SASH LATCH PAM ro 0oAm�� 2.050yy "d2 0 8 1.362 r®r 2.826 / Ergr:JAVAVI AM4AD .� E' .062 / 1 2.2?? �5 FLA. � 92 .652 I i S d $ '� `drawing no '750 W11-03 s.1 VENT BOTTOM RAIL 3., FRAME Stll FRAME BOTTOM CORNER VENT BOTTOM CORNER $ 3 ZU1 s sheet)6 0(16) N