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WS-15-2649 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-245959 Permit Number: WS-10-15-2649 Scheduled Inspection Date: January 29,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BENEDEK,JAMES&LAURA Work Classification: Window/Door Replacement Job Address:1331 NE 103 Street Miami Shores, FL 33138-2623 Phone Number Parcel Number 1132050300130 Project: <NONE> Contractor: FOUR BLR DOORS CORP Phone: (305)776-2443 Building Department Comments REPLACING EXISTING WINDOWS AND DOORS WITH Infractio Passed Comments IMPACT RESISTANT WINDOWS AND DOORS. 3 DOORS INSPECTOR COMMENTS False & 15 WINDOWS WHITE CLEAR Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 28,2016 For Inspections please call: (305)762-4949 Page 12 of 33 a l� Miami Shores Village t®1�®\ uilding De OCTO19 2015 Department p � 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 - ��,.:-- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201q BUILDING Master Permit No. W s PERMIT APPLICATION Sub Permit No. BUILDING F-] ELECTRIC 7 ROOFING E] REVISION F-1 EXTENSION RENEWAL PLUMBING F_� MECHANICAL PUBLIC WORKS F-1 CHANGE OF F-1 CANCELLATION El SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 13 3 I ti E I D3 51- City: TCi : Miami Shores — County: Miami Dade Zi Folio/Parcel#: 4 `01 3Q the Building Historically Designated:Yes NO Occupancy Type: 1223 Load: Construction Type: Flood Zone: BFE: ^' FFE: OWNER: Name(Fee Simple Titleholder): 2 r&6-eU Phone#: 1 i Address: 11 Lo U r� IJP �� J3 "V!"/ I o b M City: ��m. ( S Ylc�-es State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: I ( Phone#: Address:S1 City: ( State: Zip: 3LJ Qualifier Name: Phone#: State Certification or Registration#: E2C 123Q(e Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: ,,ll City: State: Zip: Value of Work for this Permit:$ �� _7 • Ve] Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ lace Re air New ❑ Re t p / q ❑ Demolitiop Description of Work: I S UJ/nJ-D' yS Ill H, & Ct&_29 2.1 Specify color of color thru tile: Submittal Fee$ cy Permit Fee$ C Vy CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address 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 ins ection will not be approved and a reinspection fee will be charged. T' lox Signat a � '`'�''' �` �`� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before Cme this day of V-.- 20 �by day of D(, �r,J"G / 20 �J by who is personally known to t. d-e who is personally known to me or who has produced as me or who has l roduced as identification and who did take an oath. identification and who did take an oath. MAM NOTARY PUBLIC: �rgY A NOTARY PUBLIC: ATA ,.• .• MARIAARIVETA * W MISSION#FF 18 78 s SSTX7IT#FF 18M XPIRES December 17,2018 C * t EXPIRES:Demniber 17,2018 °'+SOF �O~ Badalfi Uk"NohrySW= Sign: 0�`�0 11n lOt"rySeyk" Sign: Print: M CA cc, Print: Seal: Seal: L✓ APPROVED BYtans Examiner Zoning Structural Review Clerk (Revised02/24/2014) k 3 Miami Shores Village Pel;1pe: rlinrhutters 10050 N.E.2nd Avenue NEn.�, Miami Shores,FL 3313&0000 , ind+ rtrtep�a�m ® ertn#ataars APP I I ham, Phone: (305)795-2204 F�"oRi�nA �N�' 11t0 Expiration: 05/15/201 Project Address Parcel Number Applicant 1331 NE 103 Street 1132050300130 a Miami Shores, FL 33138-2623 Block: Lot: JAMES&LAURA BENEDEK Owner Information Address Phone Cell JAMES&LAURA BENEDEK 1331 NE 103 Street MIAMI SHORES FL 33138-2623 1331 NE 103 Street MIAMI SHORES FL 33138-2623 Contractor(s) Phone Cell Phone Valuation: $ 25,817.07 FOUR BLR DOORS CORP (305)776-2443 I k Total Sq Feet: 0 l Type of Work: Available Inspections: No of Openings: 18 Inspection Type: Additional Info:REPLACING EXISTING WINDOWS AND DOOR Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $15.60 Invoice# WS-10-15-57466 DBPR Fee $4.20 DCA Fee $4.20 11/17/2015 Check#:0909 $339.00 $0.00 Education Surcharge $5.20 Permit Fee $280.00 Scanning Fee $9.00 Technology Fee $20.80 Total: $339.00 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 su responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for EL CTRI PUJMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER I rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating const ctio d z ng. uthermore,I authorize the above-named contractor to do the work stated. November 17,2015 uthorized Signature:Owner / Applicant / Contractor / Agent Date Buil ing Department Copy November 17,2015 1 Four BLR Doors,Inc. 5743 NW 159 Street Contract ° Miami Lakes,FL 33014 r Phone:(305)456-7460 _ 1 Fax:(954)239-9684 9 2015 8111 To: Ship To: Jim&Laura Benedek Four BLR Doors, Inc. 1331 NE 103 Street 5743 NW 159 Street Miami Shores, FL 33138 Miami Lakes, FL 33014 YOUR P.O.#: T9RMS: DATE: October 16, 2015 25% Deposit, 50% material on site, 20% installed; 5%final inspection Four BLR Doors to supply and install PGT WinGuard windows. White Frames, Insulated LowE glass. Full View. Impact Resistant. PlastPro solid six panel doors on rear family room & RH garage entry. marr two car overhead garage door with new hardware - Windows and Doors do not require shutters. Price includes all material and labor for installation. 1$25,817.07 Exterior Stucco patch and caulk included. Permit Fees for City and NOC filing for county. TBD ***Please see attached material list for sizes and quantities*** .. dtal Engineering fees might apply from the city, if this is the case we will •• • • :404•: Pass it directly to the customer. 000,10 :• ••• ••• • ... .. . .. ... . ... eposit $6,454.27 • Contact: Laura Benedek (305) 748-3062/Jim Benedek (305) 776-0488 Ateric1l• :2,90&.S4 �• • n talled ,163►'�� •: ** Final to Include permit and NOC filing fees ** Final '. $ Notes PGT Warranty will be provided for all material. Four BLR Doors will warranty all installations for a period of I year. Accepted By: Date: /0 r Four BLR Doors, Inc: Date: o J �- ®) 5' 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 PRE55URES IN P5F WIND PRE55URES IN 1`51' 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 Positivel Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 4B.2 52.3 64.6 21-30 40.0 43.4 53A 43.7 47.4 58.6 21-30 47A 51.3 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.B 54.0 66A 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 46.3 1 50.2 1 61.8 50.6 .54.9 1 67.8 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION BKOWARD COUNTY, PALM BEACH AND OTHER LOCATION BROWARD COUNTY, PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE COUNTIES WIND PRESSURES IN PSF WIND PRESSURES IN P5F 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 Positivel Negative Positive Negative Positive Negative z4&z5 z4 z5 z4$z5 z4 z5 z4&z5 z4 z5 0-15 36.7 T48.860.1 40.1 43.4 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 39.0 42.6 46.2 57.0 16-20 46.8 50.7 62.4 51.1 55A 68.5 21-30 42A 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59A 73A 31-40 45.1 49.2 53A 65.9 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 47.2 51.6 56.0 69.1 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 49.1 53.6 58.2 71.8 51-60 56.6 1 61.3 1 75.5 61.9 67.1 1 82.9 LOCATION MIAMI-DADS COUNTY LOCATION MIAMI-DADE COUNTY EXAMPLE EXAMPLE GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOICOMPONENTS AND CLADDING (HURRICANE• r SHUTTERS.WNDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN 0••• PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AU$ORW1%. • ••••:• 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATLO"• • AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASW V WWBLICATIUI&l0••• ••••0 0 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALLKTION IS REQUIRED BY THE CITY OFFICIALS. 0••••v • 9• 0 999•• 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spacedibbs9trEotion havi"the ads • • of single family dwellings.For building<=30ft exposure B prevails in the upwind direction for a distance greater than 1500 fL For tiyjljiWo,30ft exgpl<u%V• #0000 prevails in the upwind direction for a distance greater than 2600 It or 20 times the building height,wichever is greater.Based on the FBC-999••HVHZ,use • • 9 • Exposure C when building is located in Exposure B • • • •••• 90009 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country andrgrAMands.Exposure to 964696 will apply when exposure D and B do not apply. see*** 0 •0 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a(llstanA9 gl®aterthan 5000 It • or 20 times the building height,whichever is greater • • :0 0•:0 •••••0 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact rellstant oevering. 0 • • 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH •• • • 000 • • 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) • • • 10-DIRECTIONALITY FACTOR Kd=.85 Wind Directionality Factor) •• • 11-TRIBUTARY AREA:10 SQF 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height,but not less than the larger of 4%of the least horizontal dimension or ft. RoaF Sloce T IZ E N G C O,Inc. sl Za \ t Engineering Services-CA 8116 1Za I Ta I Z91 ch) a� lis l M\uEIG T 0e 5595 Grange Dnve 2(''i SED 11 2015 Q Q 5 DAVIE-FLORIDA 33.31 4 r I a yyTn Bg �nas9� Tel:(954)585-0304 a<=BW x 0.1 or a<=IT x 0.4 E-mad:ff co a7AOL.co, g L PEDRO DE FIGUEIREDO BW less or equal than BL PE 52609 a must not be less than NOT VALID W/OUT SEAL a=3feet or a=0.04xBW 6/2_:i20 15 k � c Y � 5 r .; P 'l 8 _- . LBY - 0 19 2015 - K t • • IMPACT WINDOWS REPLACING •0 0 • ..//// • • TO THE RESIDENCE LOCATED AT: •• •• ;•; • 1331 NE 103 STREET MIAMI SHORES FL 33138 LLJ nAE a: _G ISSUED FOR PERMITTING ON: i- T W O pap. O t OCTOBER 19, 2015 z t M DI RAL DegswTot . - FIOORPLAN �" " r� SM4LM NT$ 10??; �/ i.✓(r. "5 77 I��A �I� 7��e rJ owmm: S�wNo.: LOCATION PLAN _ 4'-6" Egress 1 x 2.75 x.375 ALUMINUM MULLION S 4'-4" NOA 14-1105.01 MASTER BEDROOM h S F1 12? 2 x 2.75 x.25 ALUMINUM MULLION 14` Balt Roots NOA 14-1105.01 ` w/ -- 11`` 10 9 8 " 3 Egress 4 H EXISTRVG STRUCTURAL STEEL COLUMN 4'-$" 1 15 OFFICE FAMILY ROOM BEDROOM#2 A-...,- Fi Egress - 7 �.. . S LAUNDRY 16 KITCHEN FOYER DINNING ROOM BATH ROOM H f F .S 17: 6 F 2; 31; BEDROOM#1 Egress LEGAL DESCRIPTION 18;> GARAGE 'H' REPLAT OF TR 9 SHORES SAY 4'-6" Egress 5 4'-8" PARK ESTS 8 63 17 LAT 44 MX 6 1 Q un Q Q GARAGE DOOR LOT 4 BILK LAT SIZE 90.000 X 108 OR 20394 0807 05 202 1 • ' +fiwwi 1 4 • w + wa fwia � 4'-10" iw•+wf +faw • ,f++ • fiiwww + • 3'-10" • w1/w aww• e • + • i >, wawwi• saw• avi w•w OPDING PROW APPROVAL a i iwwwiw • ,w fws SIZE OEM WSW APPROVAL PRESW RA • • • • �• A ww /w wfa if wwlf MK glass W H PRODUCT rI POS NEG POS NEG ZON •••••• •' TH rep. ' a - • • 1 N/A 197' 84" 13-0503.08 -- +36.7 -48.9 +45.8 -49.3 5 ' • 900004 , + . w a 2 13/16' 37' 38 3/8" 15-0519.09 4.88 +36.7 -39.7 +75 -75 4 ' • • •••• if . • wai . • 3 13/16' 106' 50 5/8" 15-0519.09 12.51 +36.7 -39.7 +60 -60 4 • • 4 13/16' 106" 38 3/8" 1 15-0519.09 9.32 +36.7 -48.9 +60 1 -60 5 5 13/16* 106" 38 3/8" 15-0519.09 9.32 +36.7 -48.9 +60 -60 5 6 13/16' 37" r63" IS-0519.09 4.88 +36.7 -39.7 +75 -75 4 7 13/16" 106" 15-0519.09 9.32 +36.7 -48.9 +60 -60 5 8 1316" 111' 15-0519.09 16.18 +36.7 -48.9 +50.9 -50.9 5 9 N/A 32` FL15210-R4 17.77 +36.7 -:39.7 �-^ r ff 4 10 1316' 72` 15-0519.09 15.75 +36.7 -39.7 +65 -65 4 `W :11A 13 i6" 72 15-0519.09 18.81 +36.7 -39.7 +65 -65 4 a r3 118 1 1/16" 43' 63" 15-0528.26 9.76 +36.7 -,39.7 +80 -80 4 12 1316" 33` 63' 15-0519.08 7.21 +36.7 -39.7 +64 -80 4 13 13/16- 106" 38 3/8' 15-0519.09 9.32 +36.7 -48.9 +60 -60 5 1 z 14 13/16- 19" 38 3/8" 15-0519.08 5.01 +36.7 48.9 +64 -80 5 E 15 13/16' 1 106" 38 3/8" 15-0519.09 9.32 +36.7 -39.7 +60 -60 4 i6 13/16* t 19" 38 3/8' 15-0519.08 5.01 +36.7 -39.7 +64 -80 4 17 N/A 32' 80' FL15210-R4 20.00 +36.7 -39.7 +•;S •-": 4 nooArRat 18 1 1/16' 48 38 3/8" 15-0528.26 12.66 +36.7 -48.9 +80 -80 5 WML nmfftN+ NTS owwl W. slf>r•o CNN=en A OCT 262015 M IAM I•QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(186)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mtamidade,eov/economl Amarr Garage Doors 125 Carriage Court Winston-Salem,NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 16'-0"Wide(DP+45.8,-49.3 PS17 OV O NT: awing No.IItC-9516-169-26,titled"Mode1950 Heritage 8c Mode1655 to Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by Tomas L.Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Acceptance number and expiration date de Cor Prodyct Cpntrol S$Lfi8ne 0000:0 ACT RAT arge and Small Missile Impact Resistant 9990 • LABELING:A permanent label wit the ma ac urer s name or og , GreenwayGinle,Lawrence, •••'•' Kansas,model number,the positive and negative design pressure rating,indicate impar;rated if applicable, :....: installation instruction drawing reference number,approval number(NOA),the appjimbk test s*ildaf'ds,and the statement reading`Miami-Dade County Product Control Approved'is to be locate'dbh the do'or's side ��• track,bottom angle,or inner surface of a panel. 0 0.:0• ...... RENEWAL of this NOA shall be considered after a renewal application has been filed and ere 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 reersion or chantd"flit .••••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorse pnt of any gro&rt,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with ari f%Vliob of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0503.08 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. �-' NOA No 15-0505.13 Q-Da°`cotnun Expiration Date:September 4,2018 } 15 Approval Date:July 16,2015 0,911p f� Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA#13-0503.08- 1. Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets I through 3 of 3;dated 03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L.Shehnerdine,P.E. B. TESTS "Submitted under NOA #13-0503.08" 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM 13117,prepared by Architectural Testing,Inc.,Test Report No.C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E. 2. 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 4)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0205.01-13R, dated 04/02/2013 and 06/13/2013,signed and sealed by David W.Johnson,P.E. 3. 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 9'x 7'24 ga Model 950D Heritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson, P.E. "Submitted under NOA#08-0718.03" :00*00 60666 • 000 • C. CALCULATIONS "Submitted underNOA#13-0503.08" •• •••••' •' .. ... .... ...... 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04111 1 .13,signed.and • sealed by Thomas L.Shelmerdine,P.E. 6609 .. . • 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 02902/2012,signed-ad ••;'•. sealed by Thomas L.Shelmerdine,P.E. "Submitted under NOA#08+071+9103" •••;•• ........ .. . ...... D. QUALITY ASSURANCE . • . 1. Miami-Dade Department of Regulatory and Economic Resources(RER) :000:0 :0000: 000 0 E. MATERIAL CERTIFICATIONS ••� • . . 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 51"edition(2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed by mas L. Shelmerdine,P.E. S 0? l4 1 arlos M.Utrera,P.E. Product Control Examiner NOA No 15-0505.13 Expiration Date: September 4,2018 Approval Date:July 16,2015 E-1 • • ••i i • • ••i •• •• s • • i• •• • • • 000 • • • • ••• R'to BALI • • • 7'IS GA END CAP SIMVAILIJUABLE 3.AMCAAK ISOA tsNnsAtc •• • i i • • •• • 711P FOCRURCSLER V/8.1@I STEN COtfFR tat(GE ATTACHED • • • • • •i • • •• V/f0 V4'x 3/4• • • • • • • • • 0A ELM BRACKET AttAt3EB TO VC18 HDC READ SKEWS � Dy • • W 0)5/18 VIA.x!-S/8' BOLTS MID TO ROLLER CARRIER •i TII ••• 4 fDtTUR6 ATi'Ap/D VI• Yam V/(f)V4•-0o x 8/D TRACK SPLICE TACED V/t3I t/{'x 1/E• fQ Va'xazf•ypR READ 85..75.ADMOSM liA aD.V.CmOIERCW. OLT t.NUT PER BRACIKE7 _.__ 7'16 ld fN0CAP BDIIM SCREVBA4.ALSTABLESLIDETap Palo BRACKETi®AND DDTNTI T BST AttACiED V/((DATTACHED V/f0 IM x9 1/N to"R-TOM ATTACHEDV4•x VS'�.T N03/4•HVK WAD SCREWS w f0)V4'x azo• ,;PER BACKET EACH AE "'j• •• • '.*: •• •• • TYPICAL T P FIXTURES 1 \Vf7�"_`J�fy+f// 24 Oa 1m EKmKa•eK• • i; • • • • $PUCE IRA AT THIS IWAAOR �_ r/BA%EO OR P[R.YESTPR V7 • • s • ®/(n Va-2D TRApf B L2&NUT1 i • guEOQDCBOLE TTSO JA118 Ydfll B S'IIIA.111 t-6/d aEe (TABLE m"m S A µICAL DURASAFE CEN'(ER IattL>�`��1 i•• • • ••• i • s• �./ 1 AX DN%I-8/8' BOLT ATTACHED To&M AT 0A an BRACKET o)R-TRUSS C11 6 8TPER 817 1= AE 7117ERER6 12 OAS MEL 1 H T tItlY,7ED IR HINGE IIC.El87 fT ) 08 TSP SECTtmI OM.T C FAXW ATTACEO N TRACE 9PWRbz 2 � N0.C3 1roR STRUT UT SME 1ttREOR)" F TIDIO7Ef 6 4 y 0 o SEE RABLE 9)Ox PACE 3 TYPICAL HIS S77FFENER rJ TIC.WIB 88ACKEi HPACINO A y ATA 5 1/091%IS 3A (Y R-TRUBSI TRACKfOUR�TON FOR WV UP TOW TALL DOORS 7O HEAD Oay.8RD.R-iPU4.88 ATTACHED T6t 9TIIL P aLACDON PAG 2 p SUrOR S RUT11OSPACING=2 V ATEACH FRHa STOLE ARD f81 V4'x 3/4•IEfI READ SC7dV8 AT EAW CDam SIM W'-0•HA1C INSIDE ELEVATION (b a-em2TAM /3 14aA a1RASAi'E HALER ATTACHED V/ CARRIERS ATTACHED TO R-TRUSS R.TR. &1/4'X 3/4' V/fd V4'x aza•HE1C a Oq VURASAFE HIX HEAD SCREWS HEM SCREVS PCR CARRICR ��gSE ATTACHED A D AND CMER a BAa ML STEEL HDC HEAD SCREWS CUNT.STEEL RETAINER A A}MMIDMIKKU0kHDAW ay11/OB S4 ROLLER I40A CJRASATE TWO(D ROWS t8 V/SMICK SEAL V/9'STET( ROLLER CARRIERS ATTACHED IN=co VENTS t/i R UIRImlotB0200 W/D/11 tom. TO EtO STSLE V/fCa 1141 x 3/{• EWIIL8/9 m'INCHES I--�4•-----{ .. Ha READ SCREWS PER CARRIER {� - C Ams1VAmaQ1t$IfR F!/0lJF7 F>R --:;-,;- IJ...T �� PItDllUCFkLWt9nD +g p`��`,°1SHF�`eAey � Sil@ Lax DAAGES IHTo vTRiuAL A,TD�gMKR Hp aaml0jftwMQ#Ff — DESM LOAp � �mm S,.:•••••.,�I�eir �. TRACK OR BOTH sS1IOES b/B'RIN RagE(olO01D 445.0 PSF CC me�4:•'�OEN3' `pd r T ttt)AP LATCH.OR LTEK 13PTIDNAL VENT DETAIL/, Ama4pts•AND �• -49.3 PSP $'� e'°.Z�'V �••:�4 s ve9l x to as a • I ATr W/teT vd•x R-TROM ATTACHED V/f4) m' u4'x az,,HEX NEW 00486 a TCAL M RASAFE END HINGErz b �• i�rj t� �o .t eQR TU.muV.STEEL END SIM 1VI81 x 1 5./8'LM IMSSLE ,®TATCtYOP• �•mm & 33/4 RIN: BY WS7ALISR) A TACED WITH fA Ta0•L-LDC tD PER 7.18 GA r CAP$NCNB UIPACT �r .y O(�4�• �m g �RTOS L DOORS 8Ka AND f(D JARB BRACET ARO BmroH PaNRiEe RF 3rANCE (— fn 9d 0A CENTER STO.ES L-L�AT Om701 PAIL 2nrWA w °eeo��(daV��mmm ATTACHED VI7H!b 0 V4•%3/4•EWS LARGE M I S S L E F ""°EEB`B'° SOVIGH RAIL ARD ATM AT END AHEX SND To DOES== BTIM - _ - RCAER ... . :. IMPACT RESISTANT 2karr ._.._ ......_. 167 DARRIADC cm`. ... ..`....�,' _...;..'.r...:. ldODla.080 BERN OB 84 PROD - ...... .. .... Y M BALL L 1, yy�e„Baac aTM A GA)I000, g g0. g STV Rw STOf VIM Va%3 1' b10DS1.088 OAK BIAIMIx(84 5.A)tODO,HOOD 1)V4-PR x BWTRACK a I/"x to OA(IV TRACc ��2u NC%READ SCREWS SEW.WWII,FLM,AND OAR OaIQdIT PANES SPLICE BA7 AND NOT PER R-TRUSS) WILOW� at w DWa �� .GWS BRACKET M0'2 OR TTP D TDN 8 T 81 aaad9N' Ix I Sha mfitm K-9516-169-26 TRACK MOUNTING DETAIL PUS . . ... . . . ... • • • • • •• • • •• SPECIFICATIONS AND NOTES • • • • • • • • 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, 000 • s•• • t•• • FROM THE TRACK THE LOAD IS TRANSFERRED TO Tiff VERTICAL JAMBS THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2 EACH W)NAL JAMBS RE MA=W DESIGN LOAD$OF:+3N.4 LBS & -354.4 lB3 fT •• • • • s• ••• s• 3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED • • • • • • • • AND INSTALLED Y47H STANDARDS AS SET FORTH TTY DAS" • s e• • • e • •• •• 4.DOOR SECTIONS ROLLED FORMED,WJ/HBAKED ON POLYESTER FI ISH.EXTERIOR SKIN 0K•�, s of • •e • S.DOORS UPTO 7'0'HKHf CONSIST OF(4)SECTIONS AS SHOW. •• ""fY„� �• • ••• ••e USE(1)S I/Y R-TRUSS PER SECTION k(2)3'200A STRUTS AT BOTTOM SECTION --«- MAX.WIDTH 13'O" +- S.DOORS OVER(4)SECTIONS REFER 70 TABLES 1 AND 2 ON PAGE 3 7.SUPPOR'RNO STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGiSTRED PROFESSIONAL ENOINEER FOR 5OND LOADS DESIGN LOADS®® INDICATEO ON INS DRANO IN ADDITION TO OTHER LOAOINOS. +363.4 LBS/FT SEE NOTE 2 & THIS APPROVAL REQUIRES THE MANUFACTURER M DO TESTING -354.4 LBS/FT OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MMUM OF 2 SPECIMENS SMALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCOROOIO TO ASDL WBY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY MANUFACTURER. EVERY 3 MONTHS,4 TIMES A YEAR,THE MANUFACTURER SHALL MAD.TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE +CrDUCl116 SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION PROPIRTF8Vow FACILITIES AND A NOTARIZED STATEMENT FROM THE oaglyLq•1AAI7fI3r1M MANUFACTURER THAT ONLY CODS WITH YIELD 87REN07H OF BbildfrocoAF DADE COUN80D PSITY UNDEMORR THISNOSHALL OTICE OUSEFA TANCE O MAKE DOOR PANELS FOR RSC BO• .O BY mimal 9w pm"Go rrNBAY c zw=1r BB[W00A JAMB ATTACHMENT TO STRUCTURE "6 1ID1tDtommD to"0 900111f0110=30= 0?via RSiriiRaET aD<T lam» •zA4?START �B F°NDS Rlet E WTiIE°N�¢a DVc4'ENREMENT)m1ENn oEsaW�o °°°' l�•SHE(AA ASIMPSON 1/4'X 3' I SCREVS B• ENDSUSE PAIRS OF FASTENERS -49J PSFP W •�TS•APART)AT 5'=0 L/C'ENBEOFENT)HILTI 1/M X 6-5/4•KWIK-CON Bo SCREVS STARTING 6•fRDN ENDS,USE PAIRS OF `w�. FLT 0048FASTENERS d'APART)AT B'LLQ 0 1/4'EIISEDMENT) _HIT. ANCWIR X B-3 4•sTARTOOi•'F7U]NENDS TFmd I,DC. 1/4'EMWDMENT)(DR,USE FASTENERS FOR FOLLOW C-80 SLDdO GGGAAA : STATE ■LASS AND BOLTS CAN K CDMRNERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE, WALT �'a,�'•�� Pe C g tPREPARATIM OF VDDR JAMS BY OTHERS RESISTANCE oesFSOAff4/S*Q ' fid,o°� ww i 3 E HOLLOW BLOCK SORDR�T FL .111 URE C11T�°° e6f STRUCTSTRUCTURE STRUCTIRIE -•/py�y. I 1 383 CAMAGE COAT VU01�@i-BY 870 1lWAYARTC61 MODEL 560 HOTAGB OA 1000,BDOD V8' B-3/4'NM I-1/M ND7 4'' ( J2000 AMB SHS I�QN 1R.lifr$,ANOOAK�)BUMNWP PARRS SE wm By fU In op/a MMIUM AVAILABLE TRACK CONFIGURATIONS N.T.S. B asaseBr NE I 0M W/II/2::d IRC-9516-169-26 11P7 2 1T 3 • • ••• • • • ••• • • • • • • • • • • • • ••• • • • • ••• TABLET TABLE4 •� • • • ••• •T •LE2•• DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION ° • ,,6 • • QQQR SECTION HEIGHTS HEIGHT CONFIGURATION) TOP �� 'y0' d" HEIGHT Blm #2 #3 114 1� #7 1f8 A B C D E F G H I T81—mI znmmaj "' 7IM4 OU1121 esze •1110111 IlSw4l •43' 21-121- 21° 21" 21" 18' Y18" 21" ._.__.._ 7' 4112-1 7° 171/2-1381/r 59112" 761/2" t7'0 ' • :#' - -' 8' ,41/2" 7° r 17112° 36112° 63'1/2° 71 1!2" 881/2° I 12'6" 21" 18' 10' 18' 18' 18" 18" 21" � PAN 9' 4112"1 7" 14 112" 32 1/2° 50 1!2"968.112" 88 1/2" 100 112" < r ITS" 21" 21" 21° 18" 19' 18" 21" I WWII nom am r sa 27.m in now .^' '`y t�.S .'! 8� 81 .,�,�{' •_ _ -.�. .-. 10' 4 117' 7"m 17 11t2" 38 1/2" 59 1/2-177 1/2' 96112' 1121/2" ' 10'8" 21' 21" 21" 21" 21"121" --- EmEffi 11' 41/2' 7" 171/2" 36112" 531/2" 71 1/2' 891/2" 1071/2° 1241/2 9'6" 21" 18" 1S' 18" 18" 21" ^ 92' 41/2 T' 171/2" 381/2° 69Dam Imm, '1/2° 80112" 1011/2. 1191/2" 1381/2"1 MAPtjX%I1.1� b ' - €�: •' °1_... h �s , 618 21" 21" 21" 18" 21" } _ 17121 LM 3L= 13' 41/2° 7' 171/2"'381/2" 691/2" 771/2"'8b 112 1131/2° 131 1/2° 1481/21 Bad 28.w . 1 two 29AM So= 18" 18° 18" 18" 1 IRM 211025 - _-.----- 14' 4112"1 7' 17 1!2" 38 1/Z 69 1!2" 80 1/Z° 101 112° 122 1 143 Ill" 180 1/2" 9 ° S 6' 21" 18' 18" 21" SIVA RM I 0 I TABLE 3am I loam 10 s , Irl DOOR TRACK ATTACHMENT SPLICE " 1ro6aN6 QIa HEIGHT AT B C D E F G H I J K I L I M N S <'r Ift0111.4131=1+ F0 111MIDEDZID I WWII Arx9Q+DamRx;tue rbb�msaeD � mm .. . .. .Y -a; ' '3w.:s x.:,;.;� C A�8R6ABHIIa9aA01 0!/W/6i R6 !., la T 3" 14" 27" 38" 46" 66' 68° 78" e Mum We Lwa MAN i1cLaw V 8' 3" 14" 27" 38" 46' S8" 68" 78' 88" No 2z FRODULT Lsvtm m6 a of WAM PSFo�d°��r°•�cENs FTS°° ,r 1 u, ntiVe Lm 232 lamlAtwp•OO Ne -49.3 PSF g my O,.•'�. F , t E5� burl 4867 9' 3"6 14' 27° 38' i46" 58". 66" 78" 588" 100" .m °1 , led li axmmi em Mm SO, RUN, 10' 3" 14" 2r 38° 46" 58" 88" 78" 88" 100° 8"m 117.m 112" ts'e + . LAM MIM opd :amu STATE OF ``�0'._. ., ,r ,�- � :.. ."V. -r_ _ ?'".*`. :.r•�i;,. �: - � >7. + nESlsrAxce °°F4........... •., 1 11' 3' 14" 27' 38" 46" 56" q68" 78" 88" 100"11(r 124' a ,� oco mwus Mule. °0°°iStO'Arls 4 SW IVA Urn ftw 12' 3" 14" 2T' 38° 48" 66" 68' 78' 88" 100"110"122' Y 136' am 99N0° l� /�p�. S.' 1::t3:.,`fix s .'.`z .0 t92 fflM a$' l.(,! 13' 3" 14° 27" 38° 48" 66" 68" 78" 88" 100" 114°122" 134" 148" N'a ewe +,a 169 amlaM CM+�es+Q+-S&M NA 9M VWAVRR l - , " S ' : 10, SB' (flB'L6 4 + 969 1TaRTCAOB 64 oA 1900,6000; ' ;:,. ,_,:u 6f f1. ° . -' ,gym awns+ 966 UK SMIT(64 oU 1000.9000 14' 3" 14° 27° 38" 48" 66° 68' 78" 88" 100° 114°122" 134" 146" 1 + + BEIM.noxa,Pu sk,AN on aaa m PAN= lulm I=I mm or Aa as o1/a/at o0a�e Ntd� ALL TRACK ATTACHMENT SPACING+/-2'ALLOWED VAIN SYP 140.2 OR BETTER ONLY ism 114&mll + 8 ramey al om aN++laa 9�-9516 169-26 s¢r3a3 OCT 19 2015 Mi® - IAMI M -DADE COUNTY � - R DUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Stmt,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w1vw.mb%m1dnde sov/economv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code: This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Ve no Zone DESCRIPTION:Seri " W 701/720/820"Aluminum Fixed Window-L.M.L APPROVAL DOCUMENT: Drawing No.MD-720-820.1,titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dane County Product Control Section. MISSILE IMPACT RATIN :Large and Small Missile Impact Resistant •• • LABELING: Each unit shall bear a pe on ei with the manufacturer's Oor logo,;city, state;••• • model/series, and following statement. "Miami-Dade County Product Control ApprD,", un1eV.Q#ftrwise6 •„� noted herein. • 08 0 RENEWAL of this NOA shall be considered after a renewal application has been T?ltdl and tl =JW beed • no change in the applicable building code negatively affecting the performance of thisrbduct. ' ••. .. .. . .. ..... TERMINATION of this NOA will occur after the expiration date or if there has Wa revisF0AQ*Z6hanga..... in the materials, use, and/or manufacture of the product or process. Misuse of this:XgAps an endorsement •” of any product,for sales, advertising or any other purposes shall automatically terminate this VPA.9 Failure••••• to comply with any section of this NOA shall be cause for termination and removal of W)A. . • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade'County, %*IDi'idit, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety.- INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection atthe job site at the request of the Building Official. This NOA revises NOA#13-0502.03 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. 7NOA Na.Ifif 2 6 MIAM t 2 jt5 piratlon Date: +ebruary 19,201 9 �!. Approval Date: July 09 2015 Page PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC;TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7212,dated 03/21/13,signed and sealed by Marlin D. Brinson,P.E. (Submitted underprevious NDA No. 13-0502,03) 2, Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports 13o. . FTL-3835 and FTL 3850,dated 07/18/03 and 07/31/03 res ve all si'e'l'and l�lx 1p, � 6666.e sealed by Joseph C.Chan,P.E. •• •••• • 6666.. 6 . (Submitted under NOA No. 031105.01) 660:90 6666 666. 6666 6666.. C. CALCULATIONS 6666 . 66660 1. Anchor verification calculations and structural analysis, compitfN Stith FBC-Vk ••'' Edition 014 dated 05/20/15,pre g�� Jy CZ ), pared by manufacturer,si d sealer)' 0 Anthony Lynn Miller,P.E. ; • ; . . 6 6 o o s 2. Glazing complies with ASTM E1300-09 """ . 0 6666.. .. 6666 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). ManuePerez�r . Protlnet Control Exa ' er NOA No.15-0528.26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVR 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 "Kuraray SentryGlasOb(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158'0F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FEC-511' Edition (2014), dated May 20,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. ITL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) ""•• 4. Laboratory compliance letter for Test Reports No. F"TL-3835 and STI..-pi0 .dated • 07/18/03 and 07/31/03 respectively,all signed and sealed by Jont!*C. Chari;PI. :••.• (Submitted under NOA No. 03-1105.01) 0000 0 :0000: ...... G. OTHERS • ...... . .. ..... 1. Notice of Acceptance No. 13-0502.03,issued to PGT Industrieg fof their Sef%% PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved of W11/13 and e�:piring...:: on 02/19/19. •0.0 0• 00 • Nlattue Per Product Control am er NOA No. l .26 Expiration Date: February 19,2019 Approval Date: July 092o15 E-2 GENERAL NOTES:SERIES 720/= DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE&SMALL i)THIS PRODUCT HAS BEEN REGIONED fl TESTED TO E SHEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY VOITHHTHEREQIKREMENTSOFTHE FLORIDA 4rTI'P-TO-TIPvw BUILDING CODE,INCLUDING THE HIGH VELOCITY H 4W M=WIDTH HURRICANE ZONE(HVHZ). 4r BUCK WIDTH 4W BUCK STH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN �":TH �+ ALIO T WUM ►� ��E PRODUCT RBVISHD YM404 M E DEBRIS RECONS.FOR INSULATED GLASS u[i}1TNf0)TH I I 8'Max F.SFEET e r MAX' � �h Ow l�ida LITE )INSTALLATIONS A Q THE FHVHIZ,THE OUTBOARD B.SHEET 6 1 8'MAX. D.SHAT H SHEET 9 Accaptaoae Nei , Daft 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY, i t t�Ql USE ONLY M1AM1-DADE COUNTY APPROVED MASONRY 1 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS [�a61•Y WERE SOUTHERN PINE,ASTM CM CONCRETE MASONRY A � A � C I C E.SHEET$ , E.&MEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET SHEETS Bw SHEET? SHEET7 �, aSHEET9 0, 9 Q EDITI PRATE 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE I I HEIGHT ' B� DATE:ra 7 O S CONSIDERED 1xINSTALL1TIONS.IX WOW SUCKS ARE Y —f------- 1 ------- FIFJGHr -------- 93.114' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. .L I 92.4/4` J--- V zi WOOD BUCKS DEPICTED AS 2X ARE 1-12-TH0(5I OR ,r Max i VISIBLE 1r MAX 93-IW GREATER 1X MID 2x BUCKS(VIOIEN USIA)SHALL BE 0.0 LIGHT O.C. VISIBLE s MAX 1 HME`o� DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.G. / STRUCTURE.WOOD BUGI DESIGN AND INSTALLATION IS I / 8r , / HEIGHT �� THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR •�:TQ to ••aa ARCHITECT REOQRD.(AOR). TIB + HEIGHT HEKYiT O 6)ANCHOR EMBEDMENT m BASE MATERIAL SHALL BE i BEYOND WALL DRESSiNGCR STUCCO.USE ANCHORS OF O CA N D' SUFFIC04TEMBEDMENT.NARROW MINT SEALANT ISUSED 1 i CH ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION - Z ANCHORS SHOULD BE SEALED.OVERALL I Z SEAL4NG/FLASHMNG STRATEGY FOR WATER RESISTANCE OF 6- � 8-� )�--. it MAX O.C. w � '--+-D�i H-- 1r MAX O.C. � F•SHEET 9 I =� tll INSTALLATION SHALL IE DONE BY OTHERS AND IS BEYOND MAX $HEETB SHEET 7 r MAX .� 1 V V_ X THE SCOPE OF THESE INSTRUCTIONS. F"•` S'MAX D.C. O m ION 6)MAX v4.8HId9 ARE REWREI)AT EACH ANCHOR TW FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION +? Y Z z o LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION STED UN ELEVATION(TESTED UNIT) CfESTED UNIT} s Z n. g O SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS.13Y OTHERS.MUST BE W .- SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 11 THEM BY THE WINDOW. tY O.G, 3kRAPE3 AS SHOWN BELOW OR SMfiL.4R.MAY BE USED BY INSCRIBING THE SHAPE INA BLOCK F W GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SEE FROM THE TABLES ON SHEETS 2-& ® Z 7)DESIGN PRESSURES: GENERAL NOTES__---...—.-1 ANCHIOR SPACING TO BE IV MAX.FROM CORNERS AND 1r O.C.MAX FOR ALL CURVED FRAME y A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ELEVATIONS.......... 1 MEMBERS,SEE FIGURE 1.THIS SHEET. TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS..-----2-6 E1300. ® DESIGN PRF�suREs.-._..»-2-s 12-O.C. ).---wroTH ;, l"-WIDTH I--NIDTH--I r-WIDTH 8.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATKK FIANCE.-LILY 8 MAX / T---- --- ---`1 7-1 - -M T c- -)J11 -1PRESSUMSTRUCTURALCYCLE TESTPRESSURE.FRAME MSTALLATION.EQUAL-LEO._...7 1 TT _y'ANALYSIS AND GLASS PER ASTM E13W. INSTALLATION.OOT.FIN A-..�....$ J� It( TSL"INSTALLATION.WT.FIN 8.�......9 pp8)THEAN04ORMEMETHODSSHOWNHAVEBEEN CORNER ASSEMBLY---.--10 . 11 , f = � f£ a ODESIGNED TO RESIST THE WINDLOADS CORRESPONDING aTO THE REQUI DESIGN PRESSURE.THE 33THE 33SS ARTS LIST.PRQFILEs�....._.10 MAX. L 1 �Pl '� . INCREASE HAS NOT BEEN USED IN THE DESIGN OF TRIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR, ,• ••• • • • • • •• N—STM - i �'�TM� h'STH--•I (F WIDTH+{ `\��,�1�Y 4Y�� THE EVALUATION OF ANCHORS BITO VNOOD.ANCHORS THAT T T(- - - T -I COME INTO CONTACT WITH OTHER D0%fl.AR MATERIALS 'nro. . •• • • I�-,.I �•a�� ••......, F-X ,,� SHALL MEET THE REQUIREMENTS OF THE FLORIDA ® •• • • • !"--i i! t • i$ o R',. I-I SF •.8p BUILDING CODE FOR CORROSION RESISTANCE. 4 - 2 _ No.88705 1�REFERENCES:TEST REPORTS ITL-3836.38W&7212: 18` 2 1 L- -J L J ELC.O ULTRAWN NOA,ELCO CRETEFLEX NOA,NWAF&PA 1118'Letrl.IG -T-7118'ar-3118•An•.oler PVB-�,$' 3 L f.Li I --v *.r NDS FOR WOW CONSTRUCTION AND ALUMINUM DESIGN ® - - 3 N-----WIDTH--�•I �` WIDTH"� i` TM Imo'WIDTH"I �� 'Z +S IY-Z MANUAL 8- ts• -. : 4 T -`-- -----•f r--- L- --I -r r O� TE of :'•cV�: 7 1-U(B'Lea M 'T-7 Atr•3H .086 -3fl8'An I f I t �fi�,'•. <o�uaA.....��: 10)THE 724 SERIES USES A PVB INTERLAYER.THE 820 F� SERIBSUSESANSGHHdTFRLAYER.THiE720AHD8203ERES 1•U�'LeeR T-7! Ak FWh •3N8'HS b �/ 6 I I I ��ISrQfV�) F11 MAY ALSO BE REFER AS THE 701 SERIES, Y Y AMERICA,INC. _ x f x f f �t fill' 11 L 'PV8'='KURARAY BUT {TFC INTERLA B7AY AMERICA,INC. 1 i A.LYNN 1lRLER P.E 1 P£0687� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: Witclow Design Pressure(+1:,psf)terGlass Type 1 ATED 0'-7e 72 76 80 84 88 st i 1 u2 7/tGLASS TACK GLASS srluac 30 N H +140 +Iw I +IN +la 080 4140 +140 41.80 .4 32 r +1 .440 +140 •140 +Jw +140 +1 +M 4TW AwPVBINTERLAYER H40 +1.80 .44W 4140 14D +1•tE TBD N 08D •I- 8 .4•79.4 3MO'HEAT STRB40THEWD GLASS 38 4140 .1 +140 41-W +410 N .1 & 747.2 r/.75.1 +1-7&4 41.72.2 3J18'ANNEALM GLASS 03 camp T RWM dlD FlImm 38 040 H +1.80 +140 4180 7- 1 41• +1•725 +170.3 7438.5 +145.3 9 idws��C� 40 : +180 H80 H- .8 7- 2 0743 +171.3 41437.9 +/ .1 +1834 4181.8 4 11 Atupbow �(o 42 +/4D 740 r/ -1•77.4 71-743 7-77.3 7&B.2 NB47 +1b1.8 N 8 ---+/-W2- 44 2 1C( 44 +601 +1 *6 9 +1-75.4 7.72.1 •/•�.9 +1•&4.8 +/•822 +J�.1 441.15 USED AT CURVED 46 +1 +I4i0 +177.2 +173.6 0.70.1 41-M8 41413.5 H 3 + FRAME MEMBERS ONLY' 618' I..- LONG SIDE SY H40 H-19.3 .1-75.6 +1.71.9 +148.3 +1449 +/•81.5 -1-%2 011-718`O.C.MAX GLASS WE ProduN 59 +1.80 0.77.5 7.741 +170.9 N +1431 *1.59. 1-3 52 4-791 +•76.8 +1-72.4 4&8 + 1 +( 1.5 SHORTa 84 N-77.4 41-73.8 N 5 .3 743.s ��R � SIDE � � NO DATE: oTHIS SHEET 58 +1- 41- +149.8 +f45 13 58 0.742 r/-70.3 H4&8 89 +1727 +14&7 +! 82 +1-7t.2 +14T.1 �alASs 7YL�E 1 449.7 +146.5 �- LONG SIDE •-�{ a 68 -1493 •71$ +147 e> Q NMS: SHORT >� a 0 w 1)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIP-TO•TNP DIMENSION TO DETERMINE THE SUCK DIMENEON. SIDE 2)FOR SIZES NOT SHOWN.ROUND ILP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. It y 9)FOR ARgi1TECTURAI.V8N®Ol°tS,FIND Tti£SMALLEST WINDOW SIZE W THE TABLE neovE WHICH THE OVERALL DMIENSEONS COMPLETELY FR WITHIN. }Q N ma O TAME DIMENSIONS MAY BE J N ORIENTED VENTICALLY OR O �j Z HORIZONTALLY AS SHOWN. Z to IL °w g tT5(u5 X N o TABLE 3: Window Design Pressure(+h pen for lbs9 Type 3 z a z O_ N o ~ LLO 8!.718 72 78 84 88 92 98 100 104 IMV2 _ 7!18'LApSN1ATFD O'1 cV 1 30 +l 41.0 4140 r14I1 +1 4140 +14D 4.0 +140 740 +140 GLASS STAT I I I GLASS STACK Q 32 r/.80 040 N-Bl +!� +14E +680 +l_w 7.811 H +1.80 +680 3H8'HEAT SHORT N W 34 40 4140 +J +l 4140 +140 41•&1 N +1 ---+14W- +1.80 38 +l 4180 +70 0430 +1� 740 +140 7 rl +.� +10 3/18'TEMPERED GLASS STRENGTHENED GLASS SIDE ? F 38 740 +1.0 +140 4140 -14M +/40 +14D 7 +1.79.4 +17&4 7174.3 3Nf1'ANNEALEDOLA83 fA Z 40 +140 040 aJ rlBD a/40 +l +1.80 rJ7&7 N-73.6 N-70.8 +!•89 7H8'AtR SPACE •o•pys 0 42 +140 +140 +140 W +/ ;T +1• N-731 0-WO -14ML9 +1•BFi.2 11 INTERLAYER Z 44 +140 N +680 +140 4180 0-77.8 M-74.1 +1-70.3 447. +14A9 a + 4140 +14D H40 N-79.2 +1-754 0.71.7 +lml 045.1 5 LONG In In Z 48 0-BD +140 -1-W 4140 +1.77 +1-73 +149.5 ;TZB USED AT CURVEDTO SIDE �4 SITE u- Q �y +140 4140 N-79.4 0.759 N-71.3 +147.5 FMME MEMBERS ONLY 29 B18' PS GL 0 +l +1.80 0.77.7 .4736 +1�6 fl$tt-718`O.C.MAX. GLASS 54 +140 N H. .8 41.79 7.71. 1-3 o1P1 ' 0 at80 4140 +1-77.5 .1-73.8 58 0.88 41-AL4 +1• .4FXT_ERtOR 0' LYN Il it 80 .4 0458 +1.73.5 a 22 13 9 �` �pN........ G...F�vz,, 62 4180 , 64 1 7.7&8 1 +1_14 • • • • • GLASS TYPE 3 8B . 77.2 • • • • • • • =3z' No.58705 N 87-M +1-749 _ NOTES + 1)SUCK WMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT t'FROM THE TIP-TO-TIP DIMENSIOM To DETERMM THE SUCK DIMENSION. �J+5 SIZES ROUND `�V S OF 2)FOR ARCH NOT SHOWN.INDOW UP TO THE NEXT AVAILABLE SHORT 0R LONG KE AB ON. '��.'•.FCORt03".••' ,��• 3)FOR ARCHTTECIURAL VhNDONPg,F8D=FIE �WINDtjV►STLE Rd:MIE TA9L:lEOVEMYMtIH THE OVERALL WENSlON3 CON6'LETELY FR WfIHIN. .. ... • • •• • • • • ��' �s/n1�A�`ECS. •• • • • • • • • • • • •• • • •• • • •• ••• • • • • • AL1muff.LERP.E. P.EA 88785 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • e• •• TABLE 4. Window Design Pressure(4,h pal)for Glass Types 2&4 8A74 12 78 so 8# s9 02 90 tW 1 104 180-12 112 1 118 1211 124 128 132 138 140 144 AD ND HAO A + H30 +1_801 NAD HAO +am -W HAD NAO HAO HAO +tAO *m +1410 —.1:9— +f H H� N H N H NAO HAO NAD HAO +fAO +IAD +1.811 HAO •1410 NAO H H� H H N.p NA0 HAO HAO NAD NAD H +! HAII +1AD PRODUCT RBY[SBD O1 NNH AO *HN/AAOO 4m +HO 1 HAD • . H aaKBA � y7ng � +1 +/430 H 71 0 40 H80 NSH0 +t im 94 ai010,Id-D0610a7i9HSe0 +1HAO +140 HAOjq 71-8—0 AO— Daft 42 NAO +JG HAD 480 NA +1.80 H•80 NAD HO 4 AN N 0-80 A +1.80 HAD N +/ rz +fNADE+ ::;+IF +I +IAHAD +l s So $ +IOHA4m 8.140 H• a/80 a/iNO CHANGE N HD NH-s1 +1 HA0 78 :0 5 +1_80baNAD HAD+l_m +140 41.0 HAHO H EET M Q m �' Th way 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT T'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.2)FOR SIZES HOT SHOWK ROUND W TO THE NEKT AVAILABLE SHORT OR LONG MMEHWK 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WU4D0 SW EE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WRHX p N N B EL! z to w DU X� e m0 0 aw 1-it1G NOM. TABLE DBMENStONS MAY BE P n> 0 0 < z CJ o GLASS STACK ORIENTED VERTICALLY OR 1 0 O 7116•LAMINATED GLA'LAMINATED HORIZONTALLY AS SHOWNSS STACK . LONG <z o:z g w GLASS STACK m PVBINIERLAYER 3f18*TEIMPEREDGLASS 3f18`HEAT STRENO'THENEDGLASS g W 3flW HEAT 3118'HEAT STRENGTHENED GLASS �— LONG SIDE F It~� 3Nf'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18'ABI FACE .09V PVB INTERLAYER � Z = VI 11 SHORT S' z USED AT CURVE I BPK 11 5 Z IL &8iE d SHORT FRAME 441E_848ER3 OPED I.Y 4(29 USED AT CURVED _ Z z 11-7/8'O.C.MAX lff FRAME MEINBERS ONLY 28 a SIDE ® GLASS SITE ®11-7/6'O.C.MAX i IpyL � d41 1.3 1-3 X W 'OnMITERIOR -LONGSIDE —�{ Li C �a 20 13 <3 22 21 13 T_ r GLASS WK 2• • • • • •• GLASS TYPE 4 s LID ``11�11.YNNso 000 00 0 • • • • • • • • • No.wt% IS NAV- •• • •• ••• •. ••• •• A LYNN 14oAER,P£ • • • • P.E.®6s708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: Window Design Pressure(+h,psf]forGlass 1"s 5 Lat9Smeon 7110'LAMINATED L� W-718 72 78 80 84 Be 92 96 1 108 109 1 109.112 (MASS STACK 39 -W-,254 +901426 15:8 -111.5 1085 +99108 +99-1045 -996.18;1,8 t9b-tQ2.5 +99.100.7 +9D• .9i A.,SO INfTERLAYER 32 +W/18.9 +89.110.8 +W-1853 •r99-10,.8 +9 41&7 tBy95.T +907923 t9Q1-98.8 +89.90.3 t/ .9 +! +g9-106.9 +99.100 +99-�8 +80�-95.1 +99AL8 N N-Ba.4 +l•8t5 ;FIA +>. +1.79.4 3flWANNEALEDMASS 38 +99102.8 +W9 97.1 +9992 743.9 745.5 9.820 +1- +1-77 -775-7 +1-73. +1-722 3110'ANNEALED GLASS PRODULT REVISED 38 +9996.4 991.922 +148 7 -/ *14977 .4 Kl 9.75.2 -1 WS N 3 *148.5 +/-8.3 ..m0y{ wj&ft RmIda 40 +9999.0 *142.2 +IN• .B ;-772 H-743 N-71.3 N%L9 44-11-1 H934 H87.8 4 N BmldmgCcde ts + .3 7/447 .7 +7-7/.4 t/-74.3 N-71.3 N .2 964.7 981.8 +t-59.8 +1.592USED AT CURVED AceepN. N 3 +142.4 +178.9 H-75. N-72.1 N 9 +/-86.8 9$22 9.59.7 N•57.fi 19 FRAME MEMBERS ONLY 29 50 Umee 46 +1454 +1-80.6 +1-772 973.8 +1-70.1 +/-888 0-615 +1.&3 .1.67.711-7lB O.C.MAX. GLASS BITE LONG SIS 48 .1-827 71.79. +1.75.8 +1-71.9 +188.3 69. ;61.5 N - _+- By 50 +1.809 ;77.5 4T74.1 *1-70.3 rt•88.7 -1 .1 +fb9.7 1.3 52 +/-791 N-758 9.724 ;888 9851 N .5 54 .1774 9-73.8 -7 .6 +67.3 + .5 Exr SHORT �y Q E THIS SHEET so -758 +/- ;66 0 +1853 a 20 13 SIDEf7 E:01102FIB 58 -742 +1-70.3 988.8 1 m BD 0.127 +146.7 0-0 GLASS TYPE 5 62 +1•71.2 +149.1 84 +1497 9.855 8s 9883 }f- LOPED SmE --►� 718 987 M g 4 1)) DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE T9+-TO-TIP DIMENSION TO DETERMINE THE BUCK DWENSION. SNORT 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG OWENSION. SIDE 3)FOR ARCHITECTURAL WINDOWS,1.790 THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHKI,THE OVERALL DIMENSIONS COMPLETELY FIT WTHIN. t] 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. TABLE DWENStONS MAY BE pJ t7i W a N Y OR HORIZONTALLY ZZONTONTALLYYAS H =W LL : B g TABLE& 0 s Window Design P99smm fI%L psQ(br(k9e Type 7 c O O co 0 z az F a1 a 677/8 72 7e 8D 84 Be 92 99 1 IN , v2 ,-Ins'NmA. g w 0 30 +99-130 +99-130 -W-130 +99-128 +0422.8 +W9-119.8 -91114W +99.117 +901-1168 4 7 +99-109. GLASS STACK 711 V LAMMTED 32 +901-730 +99-1251 +x!•1189 rg9-114.0 +99-111.5 tom/- .1 + •1 •1024 +ib W2 +99.1 .4 *99.99.7 GLASS SIACK r 34 + -123.1 +99'•1184 •19.7 +99.107. + -103.8 799• T -953 tWp921 +99-80.5 +1-90 ;-89.8 3/10'ANNEALED GLASS SHORT HIDE 38 +99.118 -la- .99-109.8 + -100.5 +99• 93.3 +l-9D +147.3 4184.9 +14KL3 +18,.2 3/70'TEMPERED GLASS 36 +99.111 -04.2 -97. +W9.99 + •91,1 H482 9449 +/819 +179.4 978.4 0-74.3 3f10'ANNEALED61.AS3 t08.9 +90199.8 +99934 r9p901 9.872 +144 +1405 +F787 -1•785 +1.70.9 949 7/18'AIR SPACE Mr SG INTERLAYER 42 N10F 2 +99-9.6.7 +801912 +1.87.4 964 .1-808 +1-7/ +1.731 7498 48.9 ; +9-997 91893.1 +149.1 N 2 941.4 +1-778 +1.74.1 +-703 +787.5 N 11 a 00 4S +901- 8 +9491.3 +1472 +143.2 -1 7754 r/-71.7 4•x.1 +1451 5 LOTJCi 3 � 49 +99.88.5 N .8 -145.4 +1411.2 +177.2 -1•733 9.89.0 *1856 USED AT CURVED 50 -99-91.4 +149.6 443.7 7-794 +1-75 9-71.3 FRAME MEMBERS ONLY 29 Bl8' SIDE O W 52 -0414 +145 +17.8 +177.7 7-73. 4495 (gN•718"O.C.kWL GLASS SITE _. 54 447. *f 4 *1708 +-17r- 9.71. •amp iii- 71-96.6+!•866 +741.4 N-77.5 -(_73.8 68 ;838 +1.7&4 +1-75.9 EKTERIOR 80 0821 4-71.8 -1•73.5 •• • • • • • ``fIt l t l ll!1111 82 .! a H-7b.8 • • • • • • �j 22 21 13 SLIDE ��OT1Y LYNAf 04 N-78B N-74 GLASS TYPE 7 W��:' -1GEN '•.�,P i 87718 -1-49 ° ' No.56705 NOTES: ' 1)BUCK DIMENSIONS MOWN.FOR FLANGED WINDOWS,SUBTRACT 1•FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. _ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DAN. -'U'• L); 3)FOR ARCHITECTURAL WINDOWS.FWD THF. WINDOW D� TABLE VE THE OVERALL DIMENSIONS COMPLETELY FIT WITHW. �• IFS W 4)THIS SHEETAPPLIE80NLYT'OFIANGEl�106 (i1 DO1pUSBL fjd+ WINDOWS. ;{�.'•..:.7A ?,�••��`�� . •• • • • • • • • • • ��MS'S/•.""" fG �• • •• • • •• • • •• lily AIN�tA�L- ��,� ••• • • • • • AL"�LI3LPE- P.EB58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7: vftdow Design PH78asure(4.1y pef)for Wes 7ypee 8 6 8 Lm9 m 67.7(9 1 72 Be 84 eB 92 90 1N t04 112 tt2 tt6 124 128 132 IV 140 144 +9-130 -W-13• -M-130 •1.' +9-138 +9m-130 +9N-13D +901-139 +W-130 +901.130 +w- -1 +969438 +9N-139 +9N•130 +8 -10 +911- +981.138 32 +901-130 +901-138 4 + -130 +W-13D +901-13D +981-130 +97.130 +9�-130 +90f-130 r -136 + -130 +90/-1 +98t-f3D +9N-130 +80.130 W-136 +9d-1W +9W-13D 3M4 +w130 -1 +901.130 +901.13D +9W-13D +901.13D +901-130 r9W-130 +9W-130 .130 -130 +9W-130 +9W-1 -130 +901.190 +901.1 r9W.1� PR�C'RE� 98 +901.138 +9001 +901-130 +901430 +9W-13D 130 +969.130 ♦901-130 79-130 ,901- +901.1 +901.13] +901-130 +9014 +901- 1 a com91rmgvAlhOaFlaft 38 +901-130 ♦901130 +901-i 1 ;901.190 7801.130 7901-190 130 +901-1 ♦ .130 +901-130 +901130 +901-1�.2 +969-127.3alludius Na 16-0 528. 40 +9-130 +901-138 +�13D ;96-190 +901- •3Q +9-1 +8D1.13D +901-128.s +901.123.2 +901-1 Data 42 13D +901-130 _+W-19- +901.1 + •130 +9Wt +901.129.3 +901.1232 +97.1197 +901-1184 44 +9011 ,97.130 ,97.130 -1 + -130 -130 +9-130 •124.6 419.4 -M-115 B7 48 +9-3D rte• •t 130 +97-13D +�•13D +9-1269 +97-120.5 +901.115.3 48 +901-130 -130 +9-30 +97-130 +901-130 +97-1297 +9 .23 + •1181 5o +97-190 -130 +97-130 *9-130 +97-130 ;97.12'8.2 8941.119. 5-2 79-1 +1m7-13D +97-130 +9-130 +97.130 +fW.81-123 ;NO GE I$SHEET 54 +801-13D + +9-130 +901A30 ,8901.127. ATE:O 2/'15 58 +9-130 ;fit-130 +901-130 ,89.41-129 m 58 +9-t +90/-430 +8-130 SO +9W-130 +901-30 -1 Nrt +9-130 + -1 84 +97-130 +�1-130 88 +W-13D a1 Q 87.7A1 +1-190 NOTES: 1)BILK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIP-TO-TIP D1L6ENSKIN TO DETERMINE THE BUCK DIMENSION. 0 � 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMEI�ON. >. +101 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINLIOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY Fit WITHIN. pp N r- 4) 4)THIS SHEET APPLIES ONLY TO RANGE AND EQUAL-LEG W WDOVM DO NOT USE WITH FIN•FRANGD WINDOWS. O W -a Z u W U V_ X 7 HZ� TABLE NMM MAYBE n> O Y •' Z o ORIENTED VERTICALLY OR o 1-IRV NOM. HORIZONTALLY AS SHOWN. .-Z D.Z F W Q VHS'LAMINATED GLA�5rACK GLASS TACKED LONG 0q GLASS STACK I— . — GLASS STACK SIDE Q .098'(r HEAT 3118'TEMPER-GLASS 3Ne'HEAT STRENGTHENED GLASS �-- LONG SIDE y/ y W 18�L5 3H1P HEAT 3118'HEAT STRENGTHENED GLASS � I5 Z 7 � 311W HEAT GLASS STRENGTHENED GLASS 7111•AIR SPACE MV SG INTERLAYER SHORT iiiFFF O Z SIDE 4 11 5 1t SIDE SHORT $ Z pv USED AT CURVFA USED AT CURVED "' FRAME HERS ONLY 29 8/B' FRAME MEMBERS ONLY 28 ff/B' �1.t ®11-7t8'O.C.MAX. GLASS BINE 011-A8'O.C.MAX. GLASS SITE 7S W 1-3 1-3 �— LONG SIDE —►{ LL E0 est 'tea EXTERIOR ! • •••3• i ••• i i ••• � 22 21 13 �E 8� ��V iLYNN Q, GLASS TYPE46 •• • • • • • GLASS TYPE 8 Qom; �WceNSF -..Fp • • • • • • • • • '3IL No.58705 SIDE A.LYNN MILM RE P"" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION INSTALLATION EDGE -ORFRAMIG E B EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C INSTALLATION EMBEDMENT 1X WOOD SUCKSM:UP. TYPE A {.._ 1t4•MAX SEI:NOTE 2.THIS SHEET<:Z::> EMBEDMENT •• -• 1SHIM TYP.ANCHOR TYPE.EIa�EDMENTaND - EDGE EDGE DISTANCE PER SUBSTRATE. DISTANCE EDGESEE TABLE B.TWSSHEET Rpm{rj �L�+ DISTANCE B ret Om I �IM MAX BY 1 SHIM 1 M i a TYP.ANCHOR TYPE. . EMBEDMENT AND EDGE Q QE THIS SHEET 11 DISTANCE PER SUBSTRATE. _ A 07102M5 SEE TABLE B,THIS SHEET USED AT CURVED EXTERIOR 11 .. 1 2B FRAME MEMBERS ONLY .• z ®11-TAY O.C.MAX. a CONCRETEmm _ L PER ANCHOR BUCK WIDTH-2 6 REQUIREMENT WNDOW BUCK WIDTH CONCRETFICMU vamm TIP TO-TIP WINDOW WIDTH PER ANCHOR '^BN SUCK OR —►{I {I•� REQUIREMENT "EKI 'T aIn A C TIPT0.TP 8Bu4•MAx SHIM d ego O N o WINDOW 012 STEEL HEIGHT VISIBLE SELF-DRILLING SMS Z b LL LIGHT m (G5L THIS�T TABLE 8: WINDOW p SuSetn»e ui � MIn.EmEm6nm1! ArcD.C. Z O 2 1�O () um DUCK HEIGHT- INSTALLATION _ elz�rslaamsaso�r a " � LL lw— IT � D:O z o 2-may Bum �s• o oaB•• z z METHOD D Gr.33 IDI 378• 0.04ff B IT IT p INSTALLATION ANCHOR P.T. P{eo 8118• 1.w 12• .��1 Z tp UNDERNEATHTHE Allamm .808376mf. 3w 0'w. 4 p BEADING 012 ar•14 8tael8cmw(tt �mA388WO O.W. 1T EXTERIOR Sum SbA ar.33 mhL 318' 0.046 18 Da• 1T z g > VUnwotftdCMU.WB C80) 2• 1-us 1T 21 MIAMI-DADS APP MULLION C�I�bx Cmic�ele(a•L 3.36 ka6 Y 1$4• 1T 8 � z (SEE SEPERATE NOAJ ALUMINUM. Cm�aale(mm 296 R 1• 1 1T 8 STEEL ANG OR STEEL STUD. z SEE SUBSTRATE PROPERTIES, Comte 2.�ke4l 2- TRBLE B,THIB S1ffET ua•emm n 14 C4% -1 t-u4• tT w R, 6 swulkA cmTM 2-u2 131M 1T p ap ap 1/4•MAXSHIM 3.6 c- 1-u4 1-314' 1T I1�� u�a' cMu aBTM coo 2-ur Kars tr •MIL OF 3 METAI.SUBSTRATE. IL • L 1X WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEET ``�01111111"I�� • •' • • • • • ••' ••. ODNOREMPERy'cEnts LYNNaii��,,/ EMBEDMENT !. :•. -•.- •. A1htZ�H�bR�•��} IINSTALLATION NOTES: Q: U F '•.9 rJ-Ira Yt: No.58705 *' •. '+ • i•% •• . •. Q 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ; II �.EDGE •. . . 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 14W.1X WOODBUCKS ARE -.O; "{��+' INSTALLATI I�� TYP.AN EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY To SOLID CONCRETE.WOOD BUCKS DEPICTED AS 7X'ARE 1411 THICK OR GREATER. "'v� W D�TANC/ • • ARdpD(RE DIS PER• INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ME 5 7E t7F TYPES • • • • SlJI iTRATE4E THIS MEET- JURISDICTION. VERTICAl6EOTION�-U % FIS,•2oR1n?.••,C��; • • • • • 3 FOR ATTACHMENT TO METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FILL SUPPORT TO THE WINDOW FRAME •,�•S/'•.....•�� ,; OMf:I ••• • • • • 4.4F APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A.LYNN!BILLER.P.E P.E9867� • • • • • • • • • • • •• •• • • • •• •• ••• 8 6 • ••• 9 • 2X WOW BUCKSIRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE_0 TYPE F r-- EMBEDMENT DISTANCE NOTE 2.THIS SHEET tNOTtE Z THIS SHEET .. Enter SEE NOTE a.THIS SHEET INSTALLATION1 114•MAX TYP.ANCHOR TYPE,EMBEDMENT AND o TYPE E EMBEDMENT J— EDGE EDGE DISTANCE PER SUBSTRATE. DISTANCE PRODUCT REVISED g SEE TABLE 0.THIS SHEET mmoiylydeg wdhtlm Fb7ida EDGE Buildt" fi o DWANCE Act No I14*MAX 2 >asto •_` 2 SHIM � Pro" 4 TYP.ANCHOR TYPE, e• a N GE IS EMBEDMENT AND EDGE - •. 11 DISTANCE PER sues mTF- - 11 DATE:07 5 SEE TABLE 0.THIS SHEET � L m USED AT CURVED - .•• q EXTERIOR 29 FRAME MEMBERS ONLY ._ �'�/ } g t1-710`O.C.MAX. VISIBLE LKK tlYfOTH- � wal�oa r eucK wIOTH-0.314• PER ANCHOR WINDOW BUCK WIDTH REawRa�Tur r . . _• CONCRETFICMU V) Y a ANCHOR WINDOW SUCK HORIZONTAL SECTION C-C �IR�T HEIGHT ,W MAX.SHIM —I' n �� 012 STEEL I o W SELF•DROlING SMS 0 Ci o d VISIBLE (�' THISEE S � TABLES: z Dj .�- W g LIGHT \\ MIa Edge Max O.C. X N Q EKmWIND = � Wa.Em6edmem 1 y�g z 0 O C9 AN HEIGHT- 012•r0i4 410 SS Soma �0 min.BUCK . ,�, c Z 'L Z � Z o 2-Wr INSTALLATION O O LL TYPE H stcel Gr 33ro1n ac4s cse• tr F go LL P T.Sou7he.Pine 811 I-ww 1x g EXTERIOR 012 or 014 Steel Scmw PM A6m>l�m. Tg mh1. 3B• aw• tr F P BIr 318• 0.083'• 1r N 1�NS 8tae18 Or.33 mkL Q04S S Ga• / D MIARI-DARE APPROVED MULLION N4.410 CnNaF[ex U Cao) 2-1/2 1-114 tr Z h N 21 (SEE SEPERATE NOM}.ALUMINUM, Com�•3.�k� r 1314• 12 STEEL FRAMING OR STEEL STUD. Conewte r 1.%4• 'Ix k4 g Concrete Hn6+•288 kep 2- 1318' Z W R SEE SUBSTRATE PROPERTIES, V4•Steel Uwaea� TABLE S.THIS SHEET UnBrodlett C80) 2 V2• 1-U 1 5 400 R1Pl 1314' t0." 1 �m MAX SHBA Coroce2e(+�.3.li 1-114' I3/4• 12 •110'Beet i>dmoon Graded nr 480 2-'Ux 13/0.• t2' O LL w d • MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE L PE 1X WOOD BUcxSTRIP. SEE NOTE 2.THIS SHEETONY LYNlj • • •• ��. �" •, T•• • • WNMWW PER •9 EMBEDMEPPft i .i •.•••:•. AmrpR • INSTALLATION NOTES: • i • .• •a .� No.50705 • • !.••• • $0 ice" 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANM LIMITS. _ /� _ INSTALLATION • D : K _ . •• 2 WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE g�q WHOSE TOTAL7}gt34NES$IS LESS THAN 1-V2•.1X WOOD SUCKS ARE �jJ Z ` I S •�_ TYPE F EDGE aTYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD SUCKS DEPICTED AS 2X•ARE 1-112•THICK OR GREATER DISTANCE ••• •• •/•UB EOGE DIt)TAI teHl INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENG94EERED BY OTHERS ORAS APPROYEO BY AUTHOWTY HAVING 'a •.. TE OF �� ^U VBSTRATJSEfTASTB,THIS SHEET JURISDICTION. tss•..OR16A•.•'C^tip,\: VERTIy,t AL SCCTIOR . . . . • 3.FOR ATTACHMENT TO METAL:TIO:STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRIG. '''%r;ANAL��•` • •• • • •• • • •• Itti < ••• • • • • • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WIDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLHi P.E ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYP.ANCHOR TYPE, 2X WOOD SUCKSTRIP EMBIDMENTANDEDGE EMBEDMENT +- OR FRAMING,SEE INSTALLATION INSTALLATION asTmcE pa;t s jwmTI" I NOTE z,THIS SHEET TYPE J TYPE K SEE TABLE i&THIS MEET _ EDGE EDGE INSTALLATION o DISTANCE �3rANCE —tet }f t EDGEDISTANCE y1 O SHIM TYPE 1 2X WOOD BUCKST plt(TDUCTRBVIShe 2X WOW BUCKSTRIPOR EE -mew1Tft� ptolt� OR FRAMING,SEE NOTTE 2 SHEETN•1 �o NOTE 2,THIS SHEET tVtOW ossa Iq 114'MAX T V?ANCHOR TYPE,EMBEDMENT AND balwa 3 SHIM EDGE DISTANCE PER SUBSTRATE, B 4 S 3EE TABLE 1Q TMS SFff.ET predect EMBEDMENT < C E THIS S ET 11 3 EMBEDMENTa :0 15 USED AT CURVED EXTERIOR20 FRAME MEMBERS ONLY (� 11-7W O.C.MAX a EXTERIOR e� 5WINDOW d 4 11 V N BUCK IL� VISIBLE LIGHT WIDTH= .f g a r HEIKB•ITiWMAX.SHIM 1- WINDOW BUCK WIDTH-2�f4" 0 to KKKoyyy WtNDOWSUCKWIDTH VISIBLE INSTALLATION HORIZONTAL..SECTION E-E =w LL uGHT TYPE LHEIGHT- WINDOW �{Z► m O O SUCK #10 STEM. > ^ ZO p HEIGHT- SELF-DRIUMG SMSZ Sa' 2-W (GS3, > p D THIS SHEET TABLE 10 m On.n.� Max.oa AnchorQZBtiglCa SpaftN 2• x.1 P.. Ire a 2112'x.i P.T.Se1611e10 Pltre 21 2-f x.1 Net P.T.SaMem 0 P.T.Soudlerll Pim g 2X WOOD BUCre KSTRIP EXTERIOR SEE R 0. 8003 T5 min 5118° 8' ua ZS fw NOTE TOR HIS SHEET SHEET V olo x 1'�� 0.045' tS Ga SfedS Gr.33 S. o z y n 5 114'MAX SHIM M1AM1•DADE APPROVED MULLIONLL (SEESEPERATE NOAL ALUMINUM. 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, en1 3;8-0 INSTALLATION • •• TAME l0.TMSSHEET TYPE J11nlrrr • • • • • • ``� fitly LYNgI M/ rrr DISTANCE• �� •• �CENS << i% • • • ••• • L F •,Ep • • • • • INSTALLATION NOTES �• • • •• • • • •• No. 705 •'••X�= TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEETGE.FOLLOW EMBEDMENT AND EDDISTANCE LUTZ. 58 EMBEDMENT AND EDGE DISTANCE PER e SUBSTRATE,SEE TABLE 10.THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THKYWESS IS LESS THAN 141T.1X WOOD BUCKS ARE • ••• •• 000 • •t• OPTIONAL IF UNIT CAN SE INSTALLED DIRECTLY TO SOLR)CONCRETE.WOOD BUCKS DEPICTED AS WARE 142'THICK OR GREATER. :•�\ • • • • IIWALLA71ON TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVINGU�•.• STATE OF f�j` VERTI •SECTION FsF • f • . JURISDICTION. • •• • • •• e e •• 3.FOR ATTACHMENT TO METALTHE STRUCTURAL MEMBER SHALL BE OFA SRE TOPRGVIDE FULL SUPPORT TO THE WINDOW FRAM. rrrr�S10(YA1. f•• • • • • • rrrr/7111 IS 1, 4.IF APPLK:ABLE.LOWER DESIGN PRESSURE FROM EITHER W WDOW OR MULLION WAAPPLIES TO*MOLE SYSTEM- A.LYNN MILLER P.E P"5WI18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SUCKSTRIP EDGE OR FRAMING.SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET INSTALLATION FOR THIS tNNiBTALLAnON TYPE N TYPE AA FOR THlSlN9TALlATgPO E CMAX ANCHORS MAY BE NO METHOD ONLY. EMBEDMEIIT SHIM •MORE TW W B"O.C. •o ANCHORS MAY BE NO � 1X WOOD BUCKSTRIP.SEE PRODUCrRBVISBD 1 MORE THAN g O.G. 2X WOOD BUCKSTRIP NOTE 2.THIS SHEET e9rir@vvffidre F{art�1 OR FRAMING.SEE � BaBdiogCode NOTE 2.THIS SHEET Aaeplmfoet0o S ion Oalo __LlW MAX TYP.ANCHOR TYPE,EMBEDMENT AND - 3 SHIM EDGE DISTANCE PER SUBSTRATE. BY Cwdtol 4 TVP.ANCHOR TYPE, B SEE TABLE 11,THIS SHEET EMBEDMENT Nr AND t� < N CHAN THIS ET DISTANCE PER SUBSTRATE. 3 TE:071=15 11 SEE TABLE 11.THIS SHEET EXTERIOR _ EDGE f� m 20 FRAME MEMBERS ONLY AT CURVED DISTANCE U EDGE S 11.71W O.C.MAX •e DISTANCE b �CONCRETE/CMU 11 PERANCHOR CONCRETERM 4 ` Q WINDOW REQUIREMENT 11 PERANCHOR LSV '^M BUCX �I VISIBLE LIGHT WIDTH 6 REOUO2E'116ENT HEIGHT 1/4•MAX SHIM WINDOW BUCK WIDTH DOW SUM VWTH- 4• EXTERIOR }n d p N �+ W 0B'C VISIBLE HORIZONTAL SECTION G-G o� z a LIGHT INSTALLATION TYPE O t x to o HEIGHT= FOR THIS INSTALLATION WINDOW METHOD ONLY, TABLE 11: Z22 Bl1Gt ANCHORS MAY BE NO Min Edge M�I.O.C. o y HEIGHT- 0 MORETHANWO.C. Anter 0 Dlataaee ML M ~o �� z � 2.314' _ MDZ RA 4// 6• �Z D.z LL #12 yTE� !%2 or0I4 410 SS Bev AI � �MNL 3ar TLOBr• 9• w SELF-DRILLING SMIS SbmA Gr.33 aft 38' 18 r (04 SEE TABLE 10. P.T.BotMmn 53 0H8' 1.38' B• �jj wlvs THIS SHEEP _ Al2 w 014 Steel Sarew{L 38• (Low• 8 z Q F 21 TYP.ANCHORTYPE, 9ted8 Gr.33mbL 38' 0.008 i80a• 8 p z EMBEDMENT AND EDGE EXTERIOR CMU TM 2-W I-ve it � O ..I Boas B DISTANCE PER SUBSTRATE, �. 1/4.41099 QBteFIm1 Conatale(�3.38 T 1.3/4• it U Z F SEE TABLE 11,THS SHEET canto" 236 1• 13t4• IF t N B 1N•M MLAL414MOE APPROVED MULU014 Cmarele 2� 2-ll2' 138• it y,4 z AX SHIM (SEE SEPERATE U04 ALUMINUM. 1w dam � c Z•Vr 1-014• it t3 STEEL FRAMHOflORSTEEL STi1D. am z SEE SUBSTRATE PROPERTIES. 2Z LL Ti INSTALLATION TABLE 11,THISSHEET aw SteA Uftomm Cam 3.36sI >- ta114• 1r eAu 1M 1�/4' 12 TYPE N • • 1,�NNgrE T T OOD M=Zrmp. •MIN.OF 3 THREADS BEYOND THE MEDAL SUBSTRATE. `��1 Cpl'( LYAW/��i�i • • • • • ;. qN........,• til �� • ,: • i • - ••• • INSTALLATION NOTES: 7�;. •. EMBEDMENT • ''� 1•'°•• • • • • _ ' -i• • ••• °i: • • •• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. / Ak'•55705 1'i . - e • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X•.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1P2•.1X WOOD BUCKSARE .. • •%-• ••• OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD[Hlq(S DEPICTED AS 7XARE 1-1/2•THICK OR GREATER- "; /i-Is ; EDGE ••• •• ••• • •t• INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENG94EERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING O sr, DISTANCE • • • • t • • JURISDICTION. ' � '••F<ORIUA.'• C�� • • •• w • • • �`� C� NAt_L .• • • • • • • . • • a FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE of A S¢E TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME , U � , VERTICAIL:SEVION Ms` `•` i` 'f`�/�"I I"' 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER VWMW OR MULLION NOAAPPLIESTO WHOLE SYSTEM. A LYNN N&.LER P.E. P"W65 • • • • • • • • • • ••• • • • ••• • • ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL LEG FRAMES FOR FRN FRAMES PRODUCT REWSED ae aomplytrig wt•eho FLaaidn I ANGLED=RVED ANGLEDICURVED A p�0t5 q I FRAMEASSEMBLY FRAME ASSEMBLY ProQacl SW CORNER CORNER FRAME ASSEM®LY I FRAME_As t.Y I I I < NO ISSHEET HE m ' m i m DATE'0710 15 10 I m ALL CARNER.4 TO ALL CORf�RS TO j USE GASKET USE GASKET I ANWOR SEALANTi // AWIOR SEALANT I I EQUAL-LEG FRAME I / / FLANGE FRAME EOUAL-LEO FRAME FRAME VM KrERtOR uTERED FRAME WwTH INTERIOR �D�FRAME WELDS i AND EXTEWOR FRAME WELDS SA � W � FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SNON1J1pR�RNERKEYSAT O LL R J Z OSCREW BOSSES.SEAIANI'AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS U LLA&A �Z Q2 5 art W m � 1.7 Ci 0 Z o 2784' 2784' Z r1 Z O ,w4.2-7�L.. ..a I� F*01'411 al if g Q o TABLE 17. .074' � .�' .074' .OB'Y' .OGT Rom POTPart# D0801pBon Material JT 9als� a378'� Z Z r�+s # 1.870' .1L � .5�' .438' .cam' 1 4263C FIWWd Freme AharL 6003-TS 1.000' $o N 438' O 2 4255 Eg of feg Fame Akm W075 �'' ' .060"0oae �—�{>.— aRo"uam 10A0A Z B»s 3 4288 htegrel Rn Flame Ahan.608;1-T5 FLANGE FRAME EQUAL-LEG FRAME u fQ�irC] 4 4255 7118"Lmrd.Glesa Beaft Ahnn,606376 O#42530,6163-T5 O #4285,6063-T5 o 8 4254 LG,Glass Beading AtmrL 8083.75 3 FIN FRAME Ell ea 42M Wtddan Fadenor Cow Alcan.SUS-76 O #4256,6063-T5 L LL eb 4224 Installation Faaener Cmw Ind PVC 10 706890 et(at BW cornea'JM"• ••• • J)dyegvMft • •• �� 34s' -+I imsr .��,n Y LI ��11 1 11 TP247� I Sldb W�8lerstdp• • * • .87s P�; L1cENSF•.�lF'. 13 tow 809,GE 77M SUlconft Egslt?• • • • • ••• • �� Afo.53705 2D 71652K Setting Black,Mona 31"710 0 4P Na"ene,warm 86+m ••• �. �-;11+— •0�' �p / _ 21 71704AK Setting Block,LG.3118°x 1-313x It 4' Neoprene,Dan 65+14 22 DURAK718 7110'DeaSeal Spacer 7/16"LAMI I.G.GLASS INSTALLATION 7 GLASS BEADING O BEADING FASTENER COVER ;0� srnrE 29 98 x 1-U4'FH SMS •• • ••• e4 88 #4270,8 'TS - c�'. �0: • • #4255.8083 T6 #4254.6083-75 S, <umoA,.•' 30 781pt 25 x-'Hood PH" • •• ••SternleEs Sled • i i• 06 ••• • • • • • A.LYNN MILLER P.E. P.EffaB7QS ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • OCT 19 2015 MIAMi•DAQ ® - – — - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.MlsMtdade&ULeConomv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or.material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as descr' , an as n estgne ly with the Florida Building Code,including the Hi . DESCRIPTION: ri H-700"Aluminum Single Hung Window— APPROVAL DOCUMENT:Drawing No.40 0- 0,titled"Alum.Ting—to Hung Window,Impdcg',beets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12115, prepared by ;WmIacturer,Biped anj • sealed by Anthony Lynn Miller,P.E.,bean a County Product Co:aUVI R;evision„V#M with..,; the Notice of Acceptance num unty PsoddQLControl Section. . .Goes. SSILE IMPACT RATIN rge and Small Missile Impact Resistant. 0000. :000:0 • .... . ..... LABELING: Each unit shall b ape a wi pV"-Qr 'Ogg, city, state.;..• model/series, and following statemen : - ontroI Appsovad", unties:etJierwiss..... noted herein. :00:0: e RENEWAL of this NOA shall be considered after a renewal application has beeA filecrand dweAss been" no change in the applicable building code negatively affecting the performance of thigpgduct. . ... •••• TERMINATION of this NOA will occur after the expiration date or if there has been a revision-;r change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1013.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA 1 15-0519.08 Fid 5 Expiration a Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SEMMTED A. DRAWINGS 1. Manufacturer's die dr&ings apd sections. (Submitted under NOA No. 105-1018.01 and 07-0322.06) 2. Drawing Na 4040-20,title(O1Alum. Single Ijung 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 Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-944 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL4957,dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.,06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 :...:. .2)Large Missile.Impact Test per FBC,TAS 201-9.4 3)Cyclic Wind Pressure Loading per FBC,TA.%2W- 94 •..,.• ...;;• along with marked-up drawings and installation diagram of art a6ainum single hung••• window, with fin frame, prepared by Fenestration Testing•L&.borato*..lie,, Test • Reports No.FTL-4958 and YrL-5063, dated 10/03/06 and 1�211ZQ6, both signed and: • sealed by Edmundo Largaespada,P.E. (Submitted undex 2VOA NoNZL 3'22.06)..... 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS ?01•- • •' 2)Cyclic Wind Pressure Loading per FBC,TAS 2(7 -94 :...:. 0000 •• along with marked-up drawings and installation diagram of a;A4*num's}nSjj hunj•••• window,with fin frame,prepared by Fenestration Testing Laboratory,Ind,.Test Report No. FTL-4645,dated 08/11/05,signed and sealed by"Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fm frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4649 and FTL4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 051018.01) Manuel pefq P.E. Product Coutr Ex finer NOA No. -OS19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 8-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowwuF.D) 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 an aluminum 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.05-101&01) 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.FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NOA No.05--1018.01) C. CALCULATIONS 0 0 0 0000.. 1. Anchor verification calculations and structural analysis,complyfiig with F.JW9.5;h •; Edition (1014), dated 05/12115,prepared by manufacturer,signe0.;'•and sealdd b'y """ Anthony Lynn Miller,P.E. 0000 ;••.6 2. Glazing complies with ASTM E1300-09 ' ' """ 0000. 0000 . 0000. • . . .0 0000. D. QUALITY ASSURANCE so " " 0 .•••.• 1. Miami-Dade Department of Regulatory and Economic ResourtesWR). �;; .0000. . 6 .0666. E. MATERIAL CERTIFICATIONS •• • • ••• • 1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chemical Comp'ahy TMA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14,expiring on 05121/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer dated 04/25/15,expiring on 12/11/16. Wa 0 a e&:-�-Do)-V Manue ere P.E. Product Cont of Exa iner NOA No. 5- 19.08 Expiration Date: March 26,2021 Approval Date: July 092015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h 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.FTL4957,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,FTL-4723. FTL-4947, FTL-4650,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. 6666.. 6666.. .. 6666 6666.. 6666 6666.. 600.09 • . . •• • 6 6 6666 . . . . 6666.. 6666 . 6.6•. ••••6• • •• 0000• •• •• 0000 0000•• • • • • • 0000•• • • • • 0000•• • • Manuel P.E. product Cont1 Exa finer NOA No. 19.08 Expiration Date: March 26,2021. Approval Date: July 09 2015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.6118"LAMA CONStipT OF(2)UTES OF U8'ANNEALED GLASS WITH A.090'KURARAY BUTACTE Ave(BY KURARAY AMERICA,INC.) CO2 MW SAREK PVB INTERLAYER(BY EASTMAN CHEMCAL COMPANY) B.6118"LAMA CONSISTING OF(1)LITE OF 118"BALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITEOM(BY KURARAY AMERICA.INC.)OR.09'SAFLEX%B INTERLAYER(BY EASTMAN CHEMICAL.COMPANY) C.5118'LAMI CONSISTING Of(2)UTES OF 1B"FEAT STRENGTHENED GLASS WITH A 090'KURARAY BUTACITE`wB(BY KURARAY AMERICA,INC.)OR. SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/18'LAMI CONSISTING OF(2)UTES OF 3RW ANNEALED GLASS WITH A.OBO'KURARAY BUTACTE PVB(BY KURARAY AMERICA,INC-) OR.090'SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/18'LAM CONSISTING OF(1)UTE OF 3118'ANNEALED GLASS AND(1)LITE OF 3M(C HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .0w KURARAY BUTACITE 9VB(BY KURARAY AMERICA,INC.)OR.o0"SAFLEX?AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) AF.7118'LAMI CONSISTING OF(2)UTES OF 3118'HEAT STRENGTHENED GLASS WITH A.O'KURARAY BUTACTTE PVB(BY KURARAY AMERICA.INC.) SHEET OR.090'SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES»...._._..1 a 13M8'LAMA IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 511('LAMI CONSISTING OF(2)LITES OF 1ff ANNEALED GLASS WITH A GLAZING DETAILS -.2 .OW KURARAY BUTACLTOPO(BY KURARAY AMERICA,INC.)OR.0110'SAFLEX WO INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES....._3 H.1311W IAA!IG:(1)LITE OF 118'TEMPERED CLASS.AN AIR SPACE AND 5118'LAMA CONSISTING OF(1)LITE OF IV ANNEALED GLASS AND(1)LITE ELEVATIONS..................4 OF 1B'HEAT STRENGTHENED GLASS WITH A MW KURARAY BUTACITE AVB(BY KURARAY AMEWCA.INC.) VERT.SECTIONS_.......-6 OR.099 SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL.COMPANY) HORm SECTIONS...........6 1.13118`LAMA IG:(1)LITE OF 118' I7tEDI7tM GLASS,AN AIR SPACE AND 6118'LAMA CONSI§TING OF(2)LITES OF 1B°HEAT STRENGTHENED GLASS PARTS LIST---.... 8 WITH A.090'KURARAY BUTACITE"PVB(BY KURARAY AMERICA,Bei.)CO2.a'SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRt181ONS_ ......_ .7 J.13(18'LAMA IG:(1)LITE OF Iff TEMPERED GLASS,AN AIR SPACE AND TMS'LAMI CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A CORNER DETAIL_............7 .090'KURARAY BUTACRE"PVB(8Y KURARAY AMERICA,INC.)OR.080'SAFLEX AVB INTERI AYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE,... ......8-11 K.13118'LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7118°LANA CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH A.LOOT'KURARAY BUTACTE AVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 13118'LAMA IG:(1)UTE OF 118'TEMPERED GLASS,AN AIR SPACE AND 7118"LAW CONSISTING OF(2)LIIES OF 3MLC'HEAT STRENGTHENED GLASS H A.08tH"KURARAY BUTACITE�VB(BY KURARAY AMERWA,INC.)OR.0W SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 11.1 16"LAMI IG:(1)LITE OF 1/8'ANNEALED GLASS,AN AIRSPACE AND 5M8"LAMI CONSISTING OF(2)LI TES OF 1/8"ANNEALED GLASS WITH A KURARAY BUTACITE°hvB(BY KURARAY AAmEPicA,INC.)OR.090'SAFLEX IVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:'OX'(111,VIEW AND RADIUS TOP.AL1 O LOW CO2 HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13M. ® B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130D. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEMUSED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCE IIBVOpm 5.SHUTTERS ARE NOT REQUIRED. ®wanes with tka Rift eulidmgcoft .OS A 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. im Oate ��A2) 7.REFERENCES:TEST REPORTS FTL-4M FTL-4848.FTL•4647,FTL-4848.FTL-4649,FTL-46W.FTL-48'51.FTL-4723,FTL•4957,FTL-4958 AND FTL-5M er ProBx( ® ANSUAFBPA NDS FOR WOOD CONSTRUCTION No ALUMINUM DESIGN MANUAL S.SERIES/MODEL.DESIGNATION SH700,ALSO REFERRED NA OISHM A • • • • • •• \\\i 1 t t 1 • • • • • • • •. • �-1� i L'IIIIN......,11(/ fL, L?.cmDA BUILDING CODE.INCLUDING THE HIGH VELOCITY `:�30� >GRN SP •Fp 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO C?�4PLtC WITH Rgp�yr $�Q�f H • ': ' HURRICANE ZONE(HVHZJ f• ••• •• • • • •• ¢�: ® 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. 0.56705 • ••• •• ff• • •i• O� '] �' LJf�. S%W5 B b7N1 1 FBCUPDATE • • '• ' o • OENERA4LNOTES %�r''• ..�'LOR\O?:-';��C:G: JA 1om7n1 0 20fOF8CLaPDATE ` `i •� -[ALUM.SINQLEHUAIGWINDOW,IMPACT '%cSvtONA�; JA OQ/ONI CCMANaMCAPGL499TYM70TEMPEREDFROM119 Pm.egxu20 � � i„� mep•, w., aLYN{N'(d{I�R.P.E. fi01(OiJ19.FL 96D4 VtrrblJ 8aerar &5100 ntfS 1 a 11 404-20 E FL P.E.IT 58705 FJC 8�1lOS J.L ZZ�7 • • • • • • • • • •• 00 • • • •• •• NOTE: LM 10— 1 LITES MAY BE UPGRADEOUTBOARD WITH 140 CHANGE �J IN DESIGN PRESSURE. im NORM. iPY NOM 41 GLASS BITE 44 GLASS SITE aEXTERIOR INTERIOR (ALL SECTIONS) 37 KURARAY BUTACITE PVBINTERLAYER or 80,81 Or 82 83,84 Of 85 SAFLEePVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 � 118"ANNEALED OR HEAT STRENGTHENED GLASS 3118 ANNEALED OR HEAT STRENGTHENED GLASS 090 PV8 INTERLAYERLfl—t:.090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3118 ANNEALED OR HEAT STRENGTHENED GLASS X18 Im. 7118 LAMINATED 5/160 LAMINATED GLASS 7/16"LAMINATED GLASS rt n &A i1 1/E'NOM. 10 NOM' 46 GLASS BITE 46 BITE 38 � .wmF$ftwhh*A Florida 5B73f 89,90 or 91 11"ANNEALED OR HEAT STRENGTHENED GLASS 3118 ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER ,N i t i f t i r l r 1B'ANNEALED OR HE/yT•S�Er�GL�$ • • •• 3/18 AN OR HEAT STRENGTHENED GLASS %% i 6118'LAMINATED • • •• • i i i i 7118 LAMINATED ��pCL,..... f1[!F z • •• • • • • ••• • AIR SPACE :. ��C7SE '•.•P lie,ANNEALED • • • • • 1B"TEMPERED GLASS® �c • • • •• 13118r NOM. _ 'i i No.5Wl0`' 13118'NOM. - 13J18"LAW IG GLASS W/5/16"LAMI 13116"LAMI IG GLASS W/7/160 LAMI ?C( a ••• �o. Ilr • ••• •• • ••• , �. ry • • s LdL 6�12'1a •• • " • • GMZINGDETAIGS ';��••fiioa+oP..�� JA laucc v mocmtmm7m&yw ••: •• "� • ALUM.S;(NGLE/{(/NGW/JVDt3NV IMPACT A 6U~oml C CHAWEDa4PQiAB8TYPETOTE lw raecpttme l�[rlbbBetoar cors am craws ae A.LYNN�YdLLER P.E. W.Dift MOWF!L w%� JJ. lADT NO 'S� � 8/0aD Full 2 e 1 f 4040-20 E FL P."66705 • • • • • • • • • • • •• •• • • • •• •• III FLANGE OR INTEGRAL FIN WINDOWS W!HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS "O- WINDOW HEIGHT GLASS TYPE 88" or 70' 72" TM 78" MEETIAtCs RAIL aa" A +60. •60.0 .o -80.0 1+eoo 1 -60.0 +no 80.o +w,0 I 800 +80.0 80.0 +60.0 1 80.0 68 A B,M + . 4100 a.o 80.0 +amo 80.0 +60.0 80.0 +60.0 -60.0 +80.0 80.0 +79.0 A-76.9 9UPTOW53IJ A,B,M +80.0 -80.0 +80.0 -no +80.0 -80.0 +78.8 78.8 +77.3 -77.3 +75.9 A,B.M +80,0 80.0 +78.8 79.8 +78.2 782 +78.9 76.9 +75.4 -75.4 +74.0 C,D,E,F,G.H,I,J,K L +60.0 80.0 +80.0 80.0 +80.0 80.0 +80 0 800 +80.0 80.0 +80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TON-TIP FRAME DIMENSIONS .Oa WINDOW HEIGHT WIDTH GLASS TYPE 36 318" 44" 60 618' or 72' 74' 76' MEETING RAIL 49a A,B.M +80.0 -9D.0 +8&0 80.0 +80.0 -0.o +80.0 •80.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 HT. 80" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +79.9 79.9 +70.0 70.0 +70.0 -70.0 +70.0 70.0 -X- 82' A,B,M +80.0 80.0 +8D.0 80.0 +80.0 -80.0 +78.9 78.9 +70.0 70.0 +88A fG.B +87.8 87.8 631!8" A.B,M +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +76.0 76.0 +88.0 -880 +887 88.7 +85.5 85.6 UP TO 631 C,D,E,F.G.KkJ,K,L +80.0 -�.0 +80.0 80.0 +80.0 60.0 +80.0 +70.0 70.0 +70.070.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SRL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS �'HT• WINDOW HEIGHT MINUS SASH DIGHT MM.WINDOW HT.W/SASH=78"FLANGED AND 75"INTEGRAL FIN) MINUS WIDTH I GLASS TYPE 171tr 2211118" 28 3118" 33114' 1 39 8118" 4413118" 60 316" 8616118" SASH HT. 831!8" D,E,F,J,K,L +80.0 I 80.0 +80.0 I.M.o +80.0 80.0 +80.0 1 80.0 1+70.0 70.0 I+70.0 70.0 1+70.0 -70.0 1+70.0 70.0 HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4, 'x A.5116"LAMI- 1/8°A,.090.116°a FTL•484714848 4723,4957 B.5118 LAMI- 118A,.0901/8HS FTL•4847,4648 C.6116'LAMI- 118HS,.090,118HS FTL4847,4648 D.7116"LAMI- 18A,.090,3118A M4645,4M E.7118'LAMI- 16-A,.090.3/16'HS FTL-4646 -c-PWM%v dw 18 H3.08D 3/8 S FTI-4846 �Iyc�ado`oimfhoFturida Aceept®eo Nu 1/811gg 6'�LAMI 10-'IIS'T, LAMI- 1/BA,.o9o,1/6-A F11.•4948,4723 - Haas ?OR1 K 1 FTL•4648 8y L 13118"LAMI IG-118 T,AIR SPACE,8118'LAMI- $,.090,1 FTL 460 ® J.13116,LAMI lG-118 T,AIR SPACE 7118 LAMI-(3118A..090,3118A) •4650 K 13118 LAW IG-118 T.AIR SPACE.7118 LAMI- 18-A,. 1 ) FTL4849,4650,4958 ,��1511177t/ L 13118 LAMI 10-118 3118 • • • • •FTY 4889 4880 ``� ON1 nt/j� ��i� M.13118 LAMI IG-VBA,AIR SPACE.b1i8 LAMI-(1/8"A..OW ye-A) • .� to•''�GENSp''•�� NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LOWFED TC AfOSI7ME DESIGN'REWtO E OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES.NEGATIVE DESIGN Q is NO-58705 PRESSURES ARE UNEFFECTED. g = 2.FOR INTEGRAL FIN WINDOW DESIGN ASSURES USE THE ABOVE TABLES BY DEDUCTING 1-FROM THE FLANGEDTIP-TO-TIP FRAME DIMENSIONS. - 3.AVAILABLE SASH HEK3IiTS FOR CUSTOMLkR 12 518 MINWWM TO 38 MAXIMUM. ; O '7,•� S W 4.GLASS TYPES C.G.H.AND{MAYBE USEDNy � Y A••• •:• • ••• ��U'. STAT OF weds • •• • • • • °� �C��•.�COR10P•' •�- LdL 692Ha E SAS!+GLASS aF77ox8f�CL9T01Ma/1E1 V0d)CW • . . • DESIGN PRESSURES ....... AA 7m07Ht I'D CBtiur7l9B8T see •• •. N. p IF' ALUru SINGLE HUNG WINDOW IMPACT ��?: aft •.Okm v�.e0%�� ,•, w,s ALYNIdIYIILL�R.P.E. Jit• ammi C awls DClr!'GLWS7YFETOTEWEREDFROMHS ��5.��+ �ft� aAdbft e'�` � E FLP.E.#5070.5 ate SHM NTS 3 1 f 4041120 FJG wm d Z4WOT • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6318'MAX.FLANGED WIDTH 5218'MAX.I.F.WIDTH 49 618'MAX.FIXED C DLO(ALL) D-n 176'MAX. 75'MAIC I 75'I.F. O / LF. A r A LF.EE DLO SEE DLO C-1 HEI 0 p HEI TABLE O '� TABLE - j 76'1 AX. 78'� 78'MAXL LFLANGED FLANGED FLANGED SEE DLO — —y HE HT HE SI}EE TABLE X SEE OLD 38 nT SEE DLO (MAX) / S TABLE X j NO E4 TAME X / 4 L L 481/4'MAX `ANT OLD DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 YERTICAL 8 E� DAYUGHT OPENING 75'MAX 76' FOM LITIE I I.F. �• tOW HIGH SEE DLO I HEI E .j DETAIL SILL SILL SEE DLO q 1 341/2° 134 3118° TABLE O j 78'MAX. TABLE O j 78'MAX B 41 518' 41114- FLANGED 1 114" FLANGED FLANGED C 41 114' 40 78" 11 HE HT HEI D 62 5X' 52 11116" E 62114" 52 b118" PRODUCrREVIS D SAH mcomplyingwithdw Flab I 20" 2(r LOW HIGH 4-15 SEE DLOTABLE X SASH SEE DLO TABLE X HSASH EIGHT DETAIL 81L L SILLHEIGHT A 34 112" 34 3118° B 27 7716° 271 B C 27 7118' 271/8' DETAIL D DETAIL E 0 16318° 16 314" VIEW(CUSTOM SASH) of ••• ADIU�STop(CUSMTOMSASH) E 163!8" 153W \`0%t1111+r1"" • • • • • • • • • TABLE 6. `� O �i NOTES: • •• • • • • ••• • 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION WALS••i ••i ••• ••• -k No.58705 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. =_ 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. _ ~ 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. 0 5 ut^ • ••• of ••• • ••• w: LAL &wf2/s E NOCHAN067H omw �,,�,,�,,„ El ATIONSswww , si J..L NIW7lN D CHANl3&8718S8ilEET • •• • j. .4 wf; g• A flfr��N�� ''P``55.oii""'`eo'x',mss ALUM.SINGLE HU—NG WJIVDDW IMPACT NOWAx WIMS ,� a LYNN MILLER P E. JR ONb!/11 C NO CHANdE9 71A1481r1 tT pp�p�g.Rgey4 y ,Br �(S 4 s 11 sk �4040 E FL P.E.9 68706 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 000 0 • I —�2.7'--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS.(1)r FROM EACH SIDE OF SASH. NOSED ALANCE SASH WEITS USED MAX.VENT DAYLIGHT OPENING 1 INSIDE INSIDE 9,10,11,15,16 31 2.710° MAX FIXED LITE 7.8 OR 17 DAYLIGHT ( 25 OPENING OUTSIDE I 25 I I- L——-----MAX FOXED LITE DAYLIGHT OPENING MAX WIDTH 6 SECTION A-A IDE _ INTEGRAL FIN(I F)FRAME SECTIONS INSIDE 23 47 50 MAX HEIGHT 21 2 I HIGH OUTSIDE I SI 2. I LOW SILL MAX. VENT 48 DAYLIGHT 49 HIGH SILL LOW SILL HEAD JAMB OUTSIDE OPENMIG — — — — — — — — — — 662.710" I.F.FRAME q MOM=RMU D 28 II asw�aP191�+Bwrtht6oLrlmWa 53 OUTSIDE I A I( -IDS' ,Zt121 s ni Dari v�aa�ce 53 2 e SI 63 2.330' (HIGH SILL) 52 (LOWSU)) • • • . • • • • 54 64 11111111,SEE NOTE ADW • • • • • • • N1) NN A?/ • • •• • • • • \� t0•.••• ••••.•�(F �� • • • s • i �,�•• ��ceNse .•9 67 3 3UULTRAL7�1 ••• Q9 • • •• ULTRALIFT =i No.56705 �c 12 ONLY 12 ONLY SECTION C-C SECTION B-B ••• •• •.ALTERAIAT� {IGH SILL (HEAD DETAIL DE VERSION ,a G t� I�u; (LOW SILL SHOWM STATE OF ces ~5 E NO CHANOW no SMET as 0 0SECTIONS �, AA fa m1 o NOCHNAMSYMSHEEr • •• • N��ft�w aft ALUI�f SINGLE HUNG WINDOW,IMPACT J.It. OMIll C NOMMMSTHISSHEEr PA.BOX 1579 ea.rbat mt e� •eao�► nc A LfN1Y�NA1@ R P.E. V�ftlawe NOKONIS.FL 3W4 Ytstbts 17emar lSfAOD Hoff 5 s 1 f 4040.20 E FL P.E.156785 FJC ! f J 32w • • • • • • • • • • ••• 0 0 0 ••• 0 0 1i19M DWQ# DEBMPI PM ITEM 01Ne9 I DESCRIPTION Pew 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61636K 2 1185 98 X 1.000 CIUAD PN.SMS 701PQA 61 SCREEN CLOTH 81818 3 4003C FLANGE FRAME SILL(LOWSILL) 612220 63 506 GLAZING CHANNEL(.88S X.500) 6533402 6 1626 ADHESW OPEN CELL FOAM PA) 7PADIS26 64 1181 96 X 1.000 PH-BUGLE TEK 708X1 8 4004 FLANGE FRAME JAMS 812227 67GLAZING TA-F,it18X112-7116LAM 62BV1610 7 4025 SASH STOP 612244 68 4061A SASH BOTTOM RAL SILL 64051 8 4025 SASH STOP(EGRESS)1.126 LONG 612244 69 4050A FLANGE FRAME SILL IGH SILL) 84080 9 4028 SPIRAL.BALANCE.3A1",5W.OR 11/16" 70 SILICONE,DOW899,99b OR ECNN 10 1080 BALANCE COVER,3/8'OR SW BBALCVR818 80 GLASS,5118°LAV@,(1/8"A•080 PVB,1/8' 11 98 X.750 PH.PN,SMS 7834PA 81 B.GLASS,611W LAMB,VWk090 PVB,1B'H 12 BALANCE BOTTOM BRACKET 7BALTSKT 82 C.GLASS,5/18'LAN 1/6°HS"090 PVB,UB'HS) 13 108511 SASH TOP GUIDE 42504 83 D.GLASS,7116'LAMS,(118"AL.080 PVB.1ArAU 15 98 X 1 PHILLIPS FLATHEAD S.STL 78X1 FPA)( 84 E.GL SLS,7/18"LAAN, 11WA,090 PVB.1l8'H3) 16 1080-1 BALANCE COVW 11/18' OBALCVRO70 05 F.GLASS.7H8"LAN, 1/8'HS,.090 PVB.11"HS) 17 4053 SASH STOP COVER 04053 88 G.GLASS.13/18"L.AN K3:1/8 T.AIG SPACE.5/16'LAVB,(1/8'A,090 PVBii$'AO 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,131i V LAVE M 118'T.AIR SPACE,5118'LAN,(1/8"A•090 PVB.1f8"H3) 18 08-32 X 12'LG.PH.FH.TYPE F S.STL 7832Xi2FPFX 88 L GLASS,13118"LAV 0.1/8'T,AIR SPACE,SAW LAVA, 16°118,.090 PVB.1 21 4054C FD(ED MEETING RAI 64064C 89 J.GLASS.13116-LAM 0,16'7.AR SPACE,7118'LAID,(311WA.090 PVB 3118'/+) 23 4006C SASH TOP RAI. 64006 90 K GLASS.13H8'LAN KG:16"r,AR SPACE,7116'LAK 3118"A..090 P%6.3/18°HS) 26 123b VVSTP.,.170 X.270 BACK FIN SEAL 873186 91 L GLASS,1311 B°LAM IG 16°7,AIR SP 7/1 B" 3118'118 080 PV8,3/18°HS 28 1098 WEEP LATCH 71088 92 M GLASS,13118"LAVA K3.16'A AR SPACE.5116°LAAB.(1/e"A 090 PV8.1f8"/y 27 1018 #8 X.825 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAL LOWSILL612230 -2*7114--��j 30 1226 VVSTP.,BULB VINYL STP249 31 4008 SASH SIDERAL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAN SETTING BLOCK 3/32'X251WX1" 71622K 1 3. Be 1062 L.AVAKGSETTING BLOCK I'XSWX1118" 71052K 37 1 1224 VNM GLAZ.BEAD BULB 8TP247W,K 38 1 1225 MNYL GLAZ.REM BULB(MIN) STP248K 41 1 40398 1GLAZING BEAD,5118 LAA.GLASS. 840396 47 FRAME,I.F.HEAD 42 40448 GLAZING BEAD,5118 LAM WGRILL KIT 644703 94071&8083-T8 44 4222A GLAZING BEAD,7116"LANI 64222 FRAME,I.F.LOW SILL 45 985C GLAZING BEAD 7118'LAN WGRILL KIT 8988 O 94072/,6063.78 46 4087 GLAZING BEAD,13118"LAN I.G. 84087 47 4071A FRAME,I.F.HEAD 64071 2 09camoyire wim ftmove 48 4072A FRAME,LF.LOW SILL 64072 2.37 - I O$ 49 4073/ FRAME,I.F.HIGH SILL 64073 50 40746 FRAME,LF.JAMB 64074 52 4008 SLL LATCH(EGRESS) OW SILL 764009 .082 NOM ey > 53 1088 SPRING,SILL LATCH(EGRESM 7SPRNG THICKNESS 4.171 2. 64 2740 SILL LATCH(EGRESS) IGH SILL 62740 55 1014 SCREEN FRAME OR.&VER. 81014 •• THICKNESS Be 1830 SCREEN CORNER KEYY19RINGS • • • •7i63� • • �,, ONA.,LyNf,4f 57 1631 SCREEN CORNER KEYWOUTRING3 7 •• \ �.•' 58 1 1073 ISCREEN SPRING • • • •70 ASD • • 59 1 1624 ISCREEN SPLINE-.135 DIA FOAM •• OFRMEI.F.JAMNo.53705 49 FRAME I.F.HIGH SILL #4074S'0063-T6 - • 000 • s•• • •• 94073/.6063-TOSED AS RADIUS TOP HEAD) '�O N ��•s4 r-OF ctJ, LAE ~5 E NOCMANMINISSREEr • • • • • PARTS LIST ;,F,••F<oa�oQ.•'•(I, .1.L v M7CNN�t[aE87/98T • •• • iwv ALUM.SIMGLEHUNGWIAIDOW IMPACT ��''�S,ONA��E�a JA 1 C CHANOWCAP GASSTYPE TOTEII�EREDFROMH3 P.O.sQxlm .s roan roc ALYPB�Il�1 R,P.E �FAI arr NOKOMS.R 94274 V Betmr �LTS B a t i 404Q�0 B FL P E.9 68705FA Jt 22M • . • • • • • • • • • • • • • • • • • •• •• • • • •• •• I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 ` 2 IL I.F.FRAME R/ II I- —2.784•--1 ,062 I 11 20 2339 1 L- 6 or 50 O FLANGE FRAME HEAD I I #4002A.6063.78 I+—2.784— ►1 1.749 3 FLANGE FRAME SILL(LOM ALONG #40030,8083-T8 6 Or 50oSCREW Boss(a) SEALANT OR CASKET I AT HEAD AND SILL 2.710 .490 .0� •� VIEW D-0 VIEW E-E ff- 1.451+7 (111&VIEW HEAD$38•L,RADIUS TOP SLL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB O #4025,60633TS 17 #4053,6063-T5 .050 #4004,6063•T6 (USED AS RADIUS TOP HEAD) 1.1&'i � .678 1.342 2279 2.328—►i 082 1.349 1.�8 ��+---�I n 41 GLAZING BE�5118 #40398,W83-T5 1.99 �7 SASH SIDE RAIL .BBz 31 #4908.e083••r5 21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(Low) 678 #4054A,60WHD-T8® #40060.=3I-IS-T6 #4007.6063-76 -_ PRODUCTMVIM OSD �wmpiying wide thaPbsGN E-7 #40448,6063-TS 678 42 GLAZING BEAD.5116° o•e fjD2I a 326--y 1�8-�--,�T (USED VI GRILL KIT) .0mm T � Pro�c 2-mj O GLAZING BEAD 7118" #4222,8083-Tb &446 a-. 3p .� 050 •• •• • • 2•" • •• 1 �1131I1) •Ah, • • • • �_L — LVNAf �• •• • • *0: • � 678 GLAZING BEAD,13116 IG_ •• e •• 1.116-�---�� 46 #4067.6083-T5 Q fes-2.784--I GLAZING BEAD,7116° i No.56705 �` FLANGE FRAME SILL(HIGH) SASH BOTTOM RAIL (HIGH) 45 s98so,8083-T6 6� #4050A 8063 TB • • • 1A ORT60•a • ••• (USED W!GRILL KIT) �j1 •. 7 11 Jr' � p STTE Or tU� JJ. tdtlYffl D 57►08T ••• •• • ••• V'" • EXTRUSIONS&FRAME CORNER DETAIL ` LS/t jtVAl_ r T ALUM.SINGLE HUNIG WINDOW,IMPACT Jit 0"Vr1 c maCH4NQE87t 5REET P.o.�}ac tete eifi,•pe •.e •..ao u •� A LVISN M#68 P E �• o� ��•FL�4 Better HO yTppp HO 7 a 11 4040-20 E FL P E.#58705 FA WW • •• •• • • • •• •• ••• 0 0 • ••• • • ANCHOR QUANTITIES FOR 1H FLANGED WINDOWS TABLE ANCHORA OTES: WINDOWHEMIT 1. ANC 2-1wELCOS84CRETE-PI.EX SUBSTRATE: 28.693 34.603 UC 40 - 48.603 52893 5&603 76.O #12 SCREWS ANCHOR o Z Z ri° z Z ai klkfio -1 o z co° Zz z ° i a ° pa z z 2.ANCHOR LOCATIONS ARE BASED ON THE W GLASS N ING DIMENSIONS. 9 U<U N Q 8 U I Q Ci U � U U�� U r C� � U HEAD-FOLLOg 1@2" FROM TOP CORNERS VVIDTH �a U U > ,IAMBS-171 PY MAX.FROM TOP CORI�RS 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 1g MAX•FROM BOTTOM CORNERS TYP _ S°MAX.BELOW MTC.RAIL 19.126 Rt 121 1 1 1 1 21 1 1 2221 2 222222222222121222 2122222222321233 SILL-ANCHORS NOT REQUIRED 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _. ___... .._.21 _. _ INSTALL PER THE 1 21 1 11 1 21 1 1 2221 2LE ANCHOR 2 22222222222222222222222232233 3QUANTITIES USING DIMENS�ONAICRITERIA� C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1- 1 . 1- NOTE 2. HIJ,KL 1 21 1 1212121 2221 222222222222222232222232223332233 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 FLANGED WINDOWS.INTEGRAL.FIN DIMENSIONS 12111212121 221222222222222222232222232Z23332233 ARE 1•LESS. C,D,E F,G, 1 7 1 1 1 1 1 9 1 1 1 1 1 _7 2 1 1_ 2 1 1 2 1 1 5.DESIGN PTSSURE LIMRAt10N3 H,lJ,K,L .12 1 222231 222231 223232221132322233322 33343233343344 SIZEBIACKSOFTHEADJACENTTABLEWRHA 37-000 1 1 1 9 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �D TUNI D Z G VALUE ABOVE THEM'INDICATE A AB.M - - ._ ... ._ _ .._ MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1121112 22231 2222. 31 2232322232322I.21.33322 3334 3233343344 OF ANCHORS SHOWN IN SOLD. OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGTHE N .. _ _. . . . - ---_ - PRESSURE FOR H,I,JXL 221 222231 223232223232223232323342333343 34 53344 RESPECTIVE SIZE 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2F34 2 1 2 AND GLASS TYPE IS A M -.. _ . LABLE. 221222231223232223232223232323342333334 63344 PS r9 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 240.090 HIKL 2212222322232322232323232423333423343334463344 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z21222232223232223232' 323242333342334363334463 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ..2.. 2 _a 2 MAX PSF 44.000 H,I,J,K,L 2 2 2 f2 2 212-13 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 8 3 4 3 6 3 3 3 4 4 5 3 4 4 6 �LIIBTED) 778 MODUCTRBV446D ABM 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 2 as a"lytnawfthdwFAmtda 222222232223232233242333342333342334353334453445 JAMBABOVE2 3 n �N•19 I Dffio ,�G06 PSF 79 r9 N1TG.RAL C.D,E,F.G, 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 3 ..._2.. 2 3 ? 2 JANS BELOW By proaxt 48.E H,IJKL 222222232223342333342334342334353334353345483466 M'G•� 2 2 2 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 2 3 2 2 3 2 2 (FL2 L D� AB,M 222222232223342 .42 4 3 4 6333435334 5483466 �III�ItJ r8 78 79 • •• • • • • HEV 2 ��QNV LYNtd AI/u4i�i PSF • \GENS•'••,�� C,D,E F,G, 2 2 2 2 J22 2 2 2 2 02 39 Q 2 •3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 53.125 H,IJ,KL 2222222334233434233434 3 334 35334446344 548 3458 _ NRG.RAIL No.58705 %'ti 2 2 2 2 Z 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOVdKrG.RAI.A,B,M2222222334 3 d42 1 31 3334 334446334 6483446 '. C7 SAE • • •• • • /WCHORAGESPACM,1/1 WWDOWS ' "` FCoaly?.• LdEL &VOY5 E NOCHANOW I£B8N✓ET •. . %�t� ca,. Jr. 1x7111 o emwa 4 n"MMET 000 :• :• ALUM 3MICiLE HUNG WINDOW IMPACT ''%s'SjUtVAI E ' J.R A4Dllt1Tamw C NOCHANGNTHE SHEEP vA. x�sm nec A.LYN�t'6LL�,PF. aur a.: xoxp Fl sena TRdb1Y Betoer N7:4 B a 11 �404D20 E FL P E 1388708 RIG 7/1m JA zmw • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR 4UANTRIES FOR STANDARD VIEW AND RADIUS TOP FLANGED YVkiDOWS TA9LE& ANCHORAGE NOTES: 1 ANCHOR TYPES: 1-Or ELCO TAPCONS WINDOW HEIGHT 2-V4'ELCO S84 CRETE-FLEX SUBSTRATE: 20.655 37.155 p44.8�'i 52.455 59.855 67.155 74.855 78.000 3-#12SCREWS ANCI�R TYPE• Taptz nz rzzZ ct O zz ri O z Z O z z O Z Z O z z 2•ANCHOR LOCATIONS AIS BASED ON THE WINDOW GLASS O N 9 Q Q t3 O O N Q N O p N Q N p Q O O f3 N O O N N O Q FOLLOWING DIMENSIONS:W4DTH TYPEU $ V U $ V U $ U yd 0 U � 0 (� � U CJ HEAP-18112'NWC FROM T�CORNERS JAMBS-17 VY MAX.FROM TOP CORNERS C.D,E,F,G, 1 1 1 1 1 1 1 1 i 1 1 i 1 1 1 i 1 1 1 l 1._9 ._.1_ 1. 15'MAX.FROM BOTTOM CORNERS H.6dKL 19.125 1 1 1 1 1 1 2221 222221 2222222222222222222232223232223Z (r MAX BELOW MTQ RAIL SILL-MICHORSNOT REQUIRED A,B,M 1 9- -i 1 1 1 1 1 1 1 1 4 f f 1 1 1. 1_ _ .. _-. 1 1 1 1 1 1 2221 22222 i 22222222222222 2222223222323222 32 3.In►sraLTIPER USINGTADJACENT NSIONANCHOR ITE P8 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 C,D,E.F,0. 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 24.000 K4J,KL 111 1 1 t 22 i 1 22222222222222222232322232322282322232 4.TABLE WIDTH ANDHEIGHT DIMENSION ARE FOR ABM 1 1 1 1 1 1 4 1 1 1 i 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ttlYtt224Y222222222222222222323222323222322 32223ARE1•LESS. PSF 66 77 5.DESIGN PREs3URE LIMIT TIONS._ C,D,E,F,0 1 1 1 1 1 i 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 �p��OM VALADJACENT THEM.INDICATE A 32.000 K KL 111 11122222E232 2223322 33333233332233433243433243 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 9 111222222232222332233333233332233433243433243 PRESSURE FOR THE PSF 89 107179 RESPECTIVE SIZE C,D E F,Q 1 1 1 2 1 1 1 2 1 2 2 1 _2 2_ 1 2 2 1 -2 2 1 2 2 1 2 AVAILABLE- 2 GLASS TYPE IS _._._ .. - 37.0� H4J,KL 9 1 1 1 1 9 22 2 2 2 2 2 322 23 3 322 3 3 3 3 3 34 3 3 3 3 2 3 34 3 3 24 34 4 3 2 4 3 ABPA 9 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 4 2L. 2 1 2 11i191Z22222232223332233333343333233433243443243 PSF 6$ 179 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2_ �_. - - - - 40.000 K1,J,KL 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 A,BM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _.2_. 191111222222232233332233433343333343443341.3411 43353 TABLEKEr: PSF 49 1 79 56 791 179 MAX.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_ 6 4 (DPUWrED) 117 MOOVOTRE` SM 44,000 KtAle L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 23 3 3 4 2 3 3 3 4 4 3 3 4 8 4 4 3 3 4 3 4 4 j3_3 4 3 4 4 3 3 5 4 HEAD 3 eml Coda ARM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE 3 3 ODzl 1111112222223322313342333443343443143443343443354 MTGRA4 PS 46 74 51 74 79 79 By JAMB BELOW C.D.E,F,G, 2 2 2 Z 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 Z mTm R/44- 48•� H4J,KL 1 1 1 91 2222 2 2 2 3 322 3 3 343 3 3 34 4 3 34 44 4 3 34 44 4 4 3 544 4 4 35 4 LA 2 2 2 2 2 2 2 2 •3 oZ� ?• •Y ,3 ,2 2 2 2 2 3 2 2 3 2 2 i FULL DP1 1 1 1 1 1 2 2 2 2 2 2- 3 3 2 3 33 3 4'4 44 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 SAD 2 4t 67 46 67 76 78 •• • • • ••• yy�plgOyE 2 2 2 2 2 2 2 2 3 2 •2 •3 2 •3 • •2 3. 3 2 3 3 2 3 3 2 3 MTG RAIL53.125 111 9 41222222333333443344443344443 344 b 54354554 354 No.58745 JAMB BELOW 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 - 1 9 1 1 1 1 2 2 2 2 2 2 3 3 3 4 3 4 4 3 3 4 4 4 3 3 4 4 4 3 5 4 5 4 4 3 5 4a RAS gyp . s'rnre FS a„a LAE ~5 E Na GWM sTwsBi�ET •• �� :� � o� ' ANCHORAGE SPACING STANDARD VIEW ;,F�•FtoamP.• JA wl07ht a �racxnHaFs nEss>�r ••• • � : ARUM SMIGtE HUNG WINDOW IMPACT J.R. OQAWI C DPMAXWM9WAWH0RQT1'G4 BY812>d P.0.807C16T9 .� rc •ram ..� A LFLP.E 58706P.E. MZ— 2--W ae+r tvacoMts.rt9rna 1/LrlGy ' bYf/do NTS 9 all 4040 2d E FL P E#68705 FJG *FmW: Jd 22W7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 9 ANCHOR 4UANTTTA:S ABOVE MEETING RAIL HEAD 8 JAAA88 CuST�I FLANGED WINDOW HEIGHT WNUS SASH HEIGHT TABLE?. ANCHORAGE NOTES: WI DM HEIGHT Mom SASH HEIGHT FROMTABLE 6. 1.ANCHOR TYPES: 1-114'ELCO SS4TAPcR S SUBSTRATE: 17.125 22.688 28.211 33.764 39295 44.639 60.382 55.925 2-114 SCREELCOWS SS4 CRETE-FLEX � U U 3-#12SCREWS ANCHOR TYPE: O V U O U G U U V U a V U c U CO z N z Z 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING WAVDOW GLAS5 co r(�g N Z' a e�3 n p Z t3 O N o`-o td O N C'z t P N O S pZ C4 �Z v f N DIMENSIONS: WIDTH TYPE 3 V U 8 g V O g V V 8 8 g 8 t> 8 HEAD-15112'MAX.FROM CORNERS 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112'MAX.FROM TOP CORNERS DIF-FA 11 112"MAX.ABOVE THE MEETING RAIL KL 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 24.000 D,E.F J 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 16'MAX.FROM BOTTOM CORNERS .. ___. 2 .___ _..----. ._..___ .--- --_ K,L 1 i 9 2 2 2��_ 2 _.2_._ 2 _.2..._2 -.3- 3 _2_ ._3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D,E,FJ, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHQUANTITIES COR FOR CUSTOM VIEW WINDOWS FROM TABLES 7.AND 8.USING THE K,L 1 t 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 1 3 4 6 1 3 6 DIMENSIONAL CRITERIA OF NOTE 2.USE TABLE 7.FOR PSF 78 1 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,FJ, 1 I 1 1 1 2 1 1 2 2 1 _2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 9 4 ? 3 3 A 3 4 4 4 5 8 4 6 WINDOWS ARE 12 618'MIN.TO 38°MAX 8.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PS 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 4QOW D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 —2T2 2 2 2 2 r LESS. 6.DESIGN PRESSURE LIMITATIONS: K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 8 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD P 79 76 79 77 79 79 78 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 q 3 5 4 8 b fi .. .4 5 6 4 8 SHOWN I4 SOLD.OTHERWISE.THE MAXIMUM DESIGN PRESSURE FOR THE PSF 78 78 70 79 79 71 79 73 78 RESPECTIVE SIZE AND 48.000 O,E,F,J, 2 2 2 t22 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 GLASS TYPE IS KL 1 1 1 �r3 3 3 44 4 5 4 8 5 4 6 5 4 6 6 5 6 AVAILABLE PS 71 79 89 77 M 89 TABLE 7.KEY: 63126 D,E,F,J. 2 2 2 2 2 3 2 3 3 2 3 3 2 3 3 2 3 �2 �3 M4X.PSF KL 1 1 1 2 3 3=4 4 4 6 4 6 8 5 6 8 6 7 QP UMTED) 992 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. JAW ABOVE2 h� 2 TABLE 8. MTG.RAIL SASH HEIGHT SUB.STRA 12.776 16.778 18.778 21.778 24.776 27.776 30.778 31.106 �� ANCHOR TYPE. o U q UU pp o 2 -9i v, o 2 r � .o HEAD 2_ coQc�Q M Z�Z M (�7jj QQ Q Q ,gyp W `J u N 8 ' 8 H SQ N ' N 4 N c� S N V'$`�§N 8 N g N 8 8 N N G� 8 N $ JAMB ABOVE 4 PRoDucr lmvmD WIDTHT1 V 9 ®w raying�h the F10f518 19.M126 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.RAA.- B,AI Iq o } 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2DaW 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 tee 37.aDo79 --3-r-2-T-3 TABLE 8.KEY: Fly d, 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 40.000 74 (DP LMTED) 192 2 2 2 2 2 2 3 2 3J-8 •!• 0 3 3 3• 4. 3 3 4 3 4 4 3 4 4,11 j. 78 • • • • • ` JAMB BELOW 2 \`�. o�Y LYM,V �� 2 2 2 2 2 2 3 2 3 .4• �• 4• 3 4 5 3 4 5 3 4 MTG.RAA fit.••' 11 �� •• ••• • • • • •• 48.0 03 72 79 1: ;} 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 JAAB BELOW(FULL DP) 2 _ No.58705 _ 53.125 73 58 60 • 5 3 5 5 3 5 WG.RAL 2 2 2 2 2 2 3 3 9 3 4• M 4 4 5 4 , auat�ca �(�'•• STATE OF f4�` us a�s a nro 7russt r .• : :`. ; ` • • AAICHORAGE SPACIf�tG CUSTOM VIEW %,�c t comoP..'�S swoop. .. ,oma Al r 1a iIf a NO CHANGES TF8.4StEE7 ••• • "�� •• ALUMaE Hi1A1G W!IdDOW.IMPACT '',i Z NAI '�.M 0*Ml C Cfb NQSS"ShTET P.O.BQxlm a bdb t .0ove+vm A L{'}11NMIU P E. eF aaft — HOKONS.R 34V4 1 147 BMW &{MOO ?S 10 a 11 4040-20 E FL P.E.#68705 FK 7 Jd ?low • •• •• • • • •• •• ••• • • • 000 0 0 NOTES. EXTERIOR INTERIOR ®1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MKMA-DARE COUNTY ALL AND SILL DETAIL ) WAD ANCHOR APPROVED 114"ELCO TAPCONS OR 1b1"SS4 CRETE-FLEX.MINIMUM DISTANCE FROM 1-314°MIN.E (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1 314'. CONCRETE ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-RADE COUNTY,USE#12 STEEL SCREWS(05)OR (SEE NOTE 1&3) NOTE 4)WOOD BUCK 1"MIN.EDGE IW SS4 CRETE-FLEX. 3.35 1 MIN.� ! I 3.FLAT HEAD ANCHORS.WHERE RE(WRED,MUST HAVE 912 TRtMFIT HEADS. 4.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE E .4:- •:'."i 318" 1/4"T TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE ,.... �. -i-3w MIN.,714"CRETE- INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE BUC11x( o o 13�, 2"MEN. ENGINEERED BY OTHERS ORAS APPROVED"AUTHORITY HAVING JURISDIC TION. IS E NOTE 4) -1 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINNU M STRENGTH OF ice, U8 6003-T5 AND A MINIMUM OF 'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MIA)L OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT ��S 1 AAAX SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET 6 L A DETAIL B SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE ETA1 MET,THE RESPECTIVE DESIGN PRESSURES AMID ANCHORAGE SPACING FOR TAPCONS TYP F ED ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FN FRAME COMPONENT FOR MIULI Fa APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 3(8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. M1{Np MAlld 0.ANCHORS ARE NOT REQUIRED AT THE SRL OF FLANGED UNITS. 114" IM-1 M 114'MAX.Sf2x 7.MATERIALS,INCLUDING BUT NOT UNITED TO STEEL SCREWS,THAT COME INTO CONTACT � WITH OTHER DISSIMILAR MIATERIALS SHALL MEET THE REQUIREMENTS OF FSC CURRENT. 1 14'MIN DGE EDITION. CONCRETEWOOD ANCHOR, FH BELOW ETINGFH BELOW MEETING RAIL(SEE 1&3) RAIL(SEE NOTE 2&3) 3.35 KSI MIN. CRETE INTERIOR OR 1.5 KSI .CMU (ALLJAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH S CONCRETEBUCK OR CMU SUBSTRATE( TE 4)B (SEE NOTE 4) DETAIL C DETAIL D TYPICAL F GED JAMB ANCHORAGE 114° 5!8"MIN.EDGE 2-112" MENT MAX 114' SHIM WOOD FRAME MAX PRODUCT REVISED --WOOD FRAME SHIM w BOO*C�odee 5W MIN.EDGE Aceep�tw No .131"DIA.MLN re�lon DWe x 2112°NAIL, gy r 2-V.r NT AT CORNEAS DadeProdmNC�[oi .131"DUI.MIN. AND 5"O.0 x 2112"NAI., FRAME AT CORNERS AND W O.C. 5!8 MIN.EDDO& ••� � 1�1" IA�Yi111 •• • �� • •• • • �lit' • ``��`��AY LYNA1 MAX. • • • • AIT O� 2-112"EMBEDMENT QC'.:' LIceNSF'•.F� SHIM of ••• •• ANOg"OFC_• ••• DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) No.58705 '• • TYROAL.INTF P*VoFIN AWHQUGE - • . •• • ".. jAN:WjO�RAGE QETAtLS =C�•.tS OF LJA art" E COIWECT Bi�f lYOY$REJNOYE&ECTICAI Rff• • 11/ J.J. i1,ICA11 D NOCHAMES IM&ONT **0 •• i .-W1s1S' (�11F.mwAE HUNG WINDOW IMPACT I�Yt{JR. 0 01H1 C NOCNAWliE 7MMEET P.QBQxt5a0 a.r" se.e esrawr e� V—*Pd. awz NMOMs,FL3W4 VblbbRe� p NTS ff d 4f 4040-YO E FL 68706 FJG 8/t!!ffi J.J. ?QST • •• •• • • • •• •• i M{AMP OCT 19 7015 a MIAMI-DADS COUNTY DEPARTMENT OF REGULATORY AND EC0NON1IC RESOURCESRER PRODUCT CONTROL SECTION BOARD AN])CODE ADMIN?STRA'rIOi�t DIViSTON i , 11905 SW 26 Street,Room 248 T(78,6)315-2590 NOTICE OF ACCEPTANCE ( �A F(786)315-2599 ww�v nelamtdarle.env/econornF PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Produet Control Section to be used in lWami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ}. This NOA shall not be valid after the expiration date stated below. The Miami-Dade Counpro 11 Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County}reserve ty c the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acc Section that this rola Wil mi Dade County Product Control r_: . 0 3i$eet regdirelfaents''cs -s code. This product is ed as described herein, and has been designed to comply with the Building Code,includi a High Velocity Hurricane Zone.- CF,SCRIPTI e�"JUR-710"Aluminum Horhmutal Rolling Window-L.KAPPL VAL ' _ g1 Window, Impact" sheets RIOthro i 1 I of 11 dated OZP-2.IE86; iflt Pevis 05114/15, d b manufac , and sealed by Anthony Lynne Y layer,signed with the Notice ofniutber and epiratiom date &y' e _ duct Control Revision stamp Section - ty Product Control TING*Large and Small Missile Impact :...:. Resistant. • • •••••• LABELING: Each ti ent label With the atrce of 1 • model/series, and following stateme rt:" _ �o,.e ft'1'State, •• noted herein. ITMact Control Apps tele, unles!f otherwise •••••• 00000. 0 . • RENEWAL of this NOA shall be considered after a renewal application has beery•e'and th• 1f been .0 0 0 0• no change in the applicable building code negatively affecting the perform, of L A • TERMINATION of this NOA will occur after the expiration date or if there has lin rievisioge .... n er•L�an ;• in the materials,use, and/or manufacture of the product or process. Misuse of this PTAs an endoh went •. of any product,for sales, advertising or any other purposes shall automatically tenhirate this NtA.•Jailure 0 0.0 0• to comply with any section of this NOA shall be cause for termination and removal&f VA. • ADVERTISENENT: The NOA number preceded by the words Miami-Dade County, Flosi;a` and • • followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1114.04 and consists of this page 1 and eviden s B-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P. JtDECOutfliY NOA No.15-Os19.og a f�f,5 Expiration Date: December 21,2021 Appro-ml Date: July 09 2015 Page 1 PGT Industries NIGTICE OF ACCEPTANCE: EVIDENCE SYJB„ ED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window,Impact",sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TA$201-94 j 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 I along with marked up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-5334,dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 07-0813.09) 2. Test reports on: 1)Air Infiltration Test,per FBC; TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4858,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. .0000. (Submitted under NOA No.06-040S.06) •••••• 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ...... 0000;. 2)Uniform Static Air Pressure Test,Loading per 143C TAS 202-94 ;•.•.; 3)Water Resistance Test,per FBC,TAS 202-90*•to ;...:� • ..4)Large Missile Impact Test per FBC;TAS 201"-04* ••:••. 5)Cyclic Wind Pressure Loading Per FBC I*i p94TS � •�•• •�• 0000 0000.. 6)Forced Entry Test,per FBC 2411.3.2.1,TAS QQ•94 .' along with marked-up drawings and installation diagram of an*OX ztlumi ,;. •••• • horizontal sliding window,prepared by Fenestration Testing L&oraNry,Irk.,Test Report No. FTL-4859,dated 03/08/06,signed and sealed by Edmund'o Larg# 000 "a, • P.E. (Submitted under NOA No. 06-0405,.06) Mance!P r ,P lE. Prod�cct Control miner NOA No.15-0519.09 Expiration Date: December 21,2021 E-1 Approval Date: July 09 2018 XGT Industries NOTICE OF ACCEPTANC�' EVII)�`T�t�E SUBMITTED � C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FISC-Sts E Edition (2414),dated 05l1 /15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300--09 D. QUALny ASSURA'�CE 1. Af'ami Dade Department of Regulatory and.Economic Resources(RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 14-0423.17 issued to!Eastman Chemical Company�) for their"Saflex Clear and Color Mass Interlayers"dated O6/19/I4,expiring or. 05 21/16, 2. Notice of Acceptance NO. 14-0916.10 issued to I£uraray America,Inc, for their "I�uraray Butaclte®PV11 Glass Interlayer"dated 04/25/15,expiring on 12/11116. F. STAT'E1 MATTS 1. Sweraent letter of conformance, complying with FBtC-gra 1 b,2015, issued by rnanufaeturer,signed and sealed by A. Ly�Iviil Mil ler,p E dated Vay 2. Statement letter of no financial interest, dated May 16, 2015, issued by manuf4cturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTI-5330,imied by Fenestration Testing Laboratory,Inc.,dated 07/18/07,signed and sealed by Carlos S. Rignda„P.E. (Submitted under NOA No. 07-0815.09) •..... 4. Laboratory compliance letter for Test Reports No..FT'L4858 Lair ,-4$65-issued •••.�• by Fenestration Testing Laboratory, Inc., dated 03,108/06, sib and SMA-d by •••••• Edmundo Largaespada,P.E. 6..6 4 6 . (Submitted under NOA No. 06-0405.06) 000600 . 6666. G. ®TIERS .. 6666. 6666.. 1. Notice of Acceptance No. 11-1114.04,issued to PGT Industriesftqt�;ir Series• •; `:HR-71 O"A13urrdnun Horizontal S}icisztgrgndow-I .V.I., ppo�ed'on 0? 16. and • e�xplring on 12121/16. ••••• 6 . • . • 0 000 .0004. Manuel P P.E. Product Control miner NOA No.15-0519.09 Expiration Date: December 21,2021 E-2 Approval Date: July 092015 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. 'KURARAY BUTACITE PVS INTERLAYER A.6110`LAN!CONSISTING OF(2)LITES OF U8•ANNEALED GLASS WITH A.080'`PVB'INTERLAYER of SAFLEX•PVB INTERLAYER BY B.6116"LAW CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE OF iff HEAT STRENGTHENED GLASS WITH A.080'"PVB'INTERLAYER EASTMAN CHEMICAL COMPANY C.6/18"LAM[CONSISTING OF(2)LITES OF 1f8`HEAT STRENGTHENED GLASS WITH A.090"PVS"INTERLAYER D.7/16'LAMI CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A.090''PVW INTERLAYER E.711W LAMI CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE OF 3/18'HEAT STRENGTHENED GLASS WITH A A>V"W INTERLAYER F.7118'LAMI CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH A.090"PVB"INTERLAYER NOA DRAWING MAP SHEET Q 16'LAMI IQ(1)LITE OF 1f8'OR 3118'ANNEALED(MIN.)GLASS,6118'OR 3(8'AIR SPACE AND 6116'LAMI GENERAL NOTES.............1 STING OF(2)LITES OF 118'ANNEALED GLASS WfTH A.090''PVB'INTERLAYER. GLAZING DETAILS._--------2 DESIGN PRESSURES_.....3 H.13116'LAMI Kb:(1)LITE OF 1f8"OR 3118'ANNEALED(NUN.)GLASS,6118`OR 318'AIR SPACE AND 6fIS'LAMI CONSISTING OF(1)LITE OF 1fi'ANNEALED GLASS AND(1)LITE ELEVATIONS.................._4 OF'U8'HEAT STRENGTHENED GLASS WITH A.090'T B'INTERLAYER. VERT.SECTION..........._5 HORIZ.SECTIONS_.._......5 1.13118'LAMI IG:(1)LITE OF 1f8'OR 3118'ANNEALED(KIN.)GLASS,5MW OR 3W AIR SPACE AND 6118"LAM PARTS LIST._......__....__S CONSISTING OF(2)LITES OF 1B'HEAT STRENGTHENED GLASS WITH A.O9("PVB`INTERLAYEFL EXTRUSION...__.............7 CORNER DETAIL...........6 J.1311W LAMI IG:(1)LITE OF V8'OR 3116'ANNEALED(MIN.)GLASS.311W OR 114'AIR SPACE AND 7116'LAMI ANCHORAGE_...............8-11 CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A AW WS'INTERLAYER K.13110'LAMI IG:(1)LATE OF 118'OR 3116'ANNEALED(MIN.)GLASS,3110'OR 114'AIR SPACE AND 716'LANG CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3f16'HEAT STRENGTHENED GLASS WITH A.090``PVB'INTERLAYER L 13118'LAMI IG:(1)LITE OF VB"OR 3116"ANNEALED(MIN.)GLASS,3118'OR 114'AIR SPACE AND 7116"LAID CONSISTING OF(2)LITES OF 3110`HEAT STRENGTHENED GLASS WITH A.0W WS'INTERLAYER. 2,CONFIGURATIONS:OX.XO•XOX 3.DESIGN PRESSURES:(SEE TABLES.SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. Q B POS[TIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TMS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6.SHUTTERS ARE NOT REQUIRED. PRoDUCI'RBV1sIM as complying.a @o mAb 8.FRAME AND PANEL CORNED SEALED WITH NARROW JOINT SEALANT OR GASKET. + p Delo 7.REFERENCES:TEST REPORTS FTL-0858,FTL-4859 AND FTL_%W0. ELCO TEXTRON NOAS fi' © ANSUAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TEBWD 90•OMPL'*WR6THEftEQUW4*NTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). • • •• • •:-��►C--•*- '•*' • ��\'.1 4YNN 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FA',GLASS TINPfiB iu G•L gnVE X�MPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. � ,��,.•�\G£NSE'••.'p �� •iL: No.W05 • ••• of ••• • •e• o' VA LAL 6HIlf6 F 6INFDfI10Biwn* •• • • • • i° F aft 0140mPNIAlOTES =� N 18ft7H1 8 FBCA�Arof E •• • • •• ro4ewcel�a s ALUM HOR/ZOAITAL ROLLER IMAII�W,WACT ''%,SriQ(VA� JA 6�Y11 D �190AP70L'E7EA9MW #WTN07E • P.O.eQX 15M saLU e.. os.as•, ,ec aUIlIIL LOiIL�A SPE Ale Roxowls.N.3W4 ►baro ALTS 1 d 11 4127-i0 p Peoee>ar� FA 7/2m Ai 9TH • • • • • • • • • • • ••• • •• •• • • e •• •• • • • ••• • • KURARAY BUTACIT PVBINTERLAYER ® or SAFLEX PVB INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY aEXTERLOR INTEROtr> 53 GLASS� 55 GLA S SITE OX (AL1 SECTIONS) 51 1 80,61,62 b1 63,64,65 118'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER V8°ANNEALED OR HEAT STRENGTHENED GLASS 31'18'ANNEALED OR HEAT STRENGTHENED GLASS 6118'NMI. 711W LAMINATED 5/18°LAMINATED GLASS 7/160 LAMINATED GLASS iW66,67=,68, 21 50 M. 11Y NOM. BITE 59 GLASS BITE 52 PRODUC'PREVISBD78,71 oswnvt)ft ub "FI �a72,73,74,75,76,77 $Z40 NEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS ) 090 PVS INTERLAYER .090 PVB INTERLAYER 118`ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS 6118'LAMINATED 7118'LAMINATED 8/18°OR 318' AIRSPACE 3118'OR IW AIR SPACE 'U8"OR 3118°ANNEALED OR TEMPJR"%Ar&S® •• 118'a 3118"ANNEALED OR TBWERED GLASSQD 13118" 0 • • • • • � i 13118"NOM. • •• • • •�II �\`\N�LYNN ME 13/16"LAMI IG GLASS W/5116"LA •• • • • • 46' 6Wl IG GLASS W/7/16'L.AMI �.��o .•• •• 1llF'� it No.50705 AD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHA" \A=-A TE P6V j.G.GLASS CA�.BOTH THE DP AND ANCHOR QUANTITY TO REMpJN UNCHANGED. LL' LJ12ri REL/1�0NiA1�MNVl�AGflRPER ' rornetaromiE • GLAZING DETAILS UT•'' FLORIVP '•c`�' J.L F lam( AA TN1881rff! w vEeflEE pl3�f6• • M JL2 v ADBE010C1WTL7BETE> D +90F7'N07E PA.eQJ(t= • ALUM.MWONTAL ROLLER MOM,WAC7'•rr NM(OM sa.3ma {Al"aa L riMd. P.EFJC J.J. tW7T0 FLtU 2 +14 ��4127-10 F P.E0687D6 • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • TABLE 1. XOX(114,1/2,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW WIDTH TYPE 2r 38" 38 318" 48" 60 d/8" al4" �" t+52.3 84" A,BGH +50.0 80.0 +80.0 80.0 +80.0 80.0 +50.0 80.0 +60. 0 +50.0 $0.0 +60.fl X0.080.0 098" A,BGH +60.0 -60.0 +50.0 -60.0 + 0 +80.0 -80.0 +60d +60.0 •60.0 +58.8 -58.8 -W.2 DFOR INSTALLATION W,G +60.0 -60.0 +60.0 -W.0 +60.0 -60.0 +60.0 -.0 .0 50.0 +60.0 -60.0 +552 -55.2 -52.3 THE HVHZ ABOVE 30 A,B H +80.0 -60.0 +60.0 -60.0 +60.0 50.0 +80.0 50.0 .0 +60.0 80.0 +54.6 54.87 GLASS � - L SHALL HAVE A " A G +80.0 80.0 +60.0 80.0 +60.0 80.0 +80.0 60.0 +60.0 -60.0 +59.5 59.6 +53.6 -83.61+76.0 +60.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE OP C,[ +60.0 -�.0 AND ANCHOR UP TO 111" J'�cUNCHANGED MAIN -75.0 TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" 708671160 A'B'C' +80.0 -60.0 G,H,I TO 88 7M8" D,E,F, +75.0 -75.0 J L TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WID TYPE 28" 38" 38 3 48" 60 6/8" 64" 80" 83" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 75.0 75.0 +75.0 -75.0 +76.0 75.0 +75.0 -75.0 +75.0 -75.0 A,B,G,H +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +742 -742 +A) 72' A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +76.0 75.0 +75.0 T5.0 +69.6 -M.6 +65.2 -65-2_j�� q , 74" A,B,G,H +75.0 -75.0 +75.0 -75.0a 75.0 +75.0 75.0 +76.0 75.0 +76.0 7b.0 +58.1 -58.1 +83.8 -83.8 I 5 �Gq) UP TO 7,r]C'p 'l' +75.0 76.0 2 GLASS TYPES:TEST REPORT FTL4858()ON.FTL 4859 A.5/16'LAMI-(1/8"A,.090,118"A) G.13/1("LAMI&Illr OR 3/16-A(MIN.),6118"OR 3/8 AIRSPACE,5116° A,.090,1/8"A) B.5/16°LAMI-(1/8"A,.090,118"HS) H.13116"LAhf IG-118"QR 3f18°A jMI,.b ,5l16'LAMI-(118'A,.090,1/8° �o C.5/16°1 Im-(118"HS,.090,116"HS) I. 1311W LAMI%IlI'Tr:'1QrA�dllsl.),'6t16"OR 318'AIR SPACE,5116"LAMI-(118'HS,.090,1/8'HS) ``��`�O�V LYNN.'le D.7/16'LAMI- 3/16"A,.090,3/18"A J.13118"LAM?b-1/8 M 311WA(MIN.),$116"CR 1/4'SPACE,7/16"LAM[-(3/16"A,.090,3116"A) ±`� ...�riaF''•.F� E.7/16°LAM[-(3116"A_090,3118"HS) K 13116"LAMI IG-l18"OR 3/16'A(MId.�3116"OR 114"SPACE,7116"LAMI-(3118 A,.090,3/1('HS) = ;' No.50705 F.7116°LAMI-(3/16'HS,.090,3116"HS) L 13/16'LAMI ICs'Iff OR 3/31'A#"1[ ),3116;OR.14,C SPACE,7/15'LAMI-(3/16-M,.090,3f16-HS) � Mate F nwCHANSE n sr • •• • • °�'� = `•. s}n4e1S 4�; tOfOIECFY aRiR II��'�� Srv„PREaSSURES :Or(�•.. pt P J.R fOH7Hf E tfD( 7F!l88NEET • •p.VE,IME.Fl3429b• • '; (, •.• O.....•.' JJL sMarrr o arnroc,►Proa +sc>rwrore ro.eox nes ' ALUM tIORIZONTAt RaLLER Wll1IDOW 1MPACT '�.;c t5/moo L �l` amne�c arc wrnconns.�aazra T " * rwrro NTS=3 ., 1 �ffi4127--1'0 F a �p.E. QC 22M J.J. 323 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3/8° MAX.27 27 8' MAX DLO 646HMAX.DLO FIXED AXDL DLO MAX DLO VENT VENT FRIED D D B B B B X O X x X —O x_ I 110'MAX WIDTH I.F.FRAME —�j 88 7116'MAX WIDTH LF.FRAME --111'MAX.WIDTH TAW MAX WIDTH FLANGE FRAME DETAIL DETAIL C-XOX(1/3-1/3-113) e NOTE: 33 911W MAX. 33 9/18°MAX 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FDCED DLO VENT 71 2 SEALANT OR GASKET 83'MAX. FLANGE AT HEAD AND SILL A I A FRAME ALL 15 573/8° / I CONFIG. MAX• /// / X PRODUCE RSVISLD DLO ALL / / DLO ALL -- 1S I.F.FRAME � Y�S�vN6dmFt FRIED ANTS 82°MAX LITES o I I.F.FRAME O I X ALL CONFIG. Pm6as I • ••• • • • e •• 1 • i ••• i i i 3 FLANGE FRAME LYNN 411Z C • • • • • • • • •• :g��r'y�GENSp''•�F9�� `. 73'MAX.WIDTH I.F.FRAME ••• •• • • • •• VIEW D-D �+ 74"MAX.WIDT — No.56705 (FRAME CORNER CONSTRUCTION) ETAIL A-OX OR XO 00* so 040 = It-T�7Q/� ; cr LCL eay/s F • • :• : • : • ELEyATIONS ,per•., STATS or• ;:'`�� pegts iW0•EpiVOfa6Y O4pJE �.'•.,,<ORIO?;. ��: J.J. NYf7/11 E 1woom 0F71B38HEET • • N.veNI&634M • °fp '� d'p a ' emo111 abMw VAN a txlanlrrsaltss1d1�T WNW Ow P.O. • ALUM.HORIZONTAL ROLLER III AVOW,IMPACT ��,�/O"iA� NOXOMIB,R.3W4 Vbftoww �` 41� �' 0.L 1/akV.10i PE FK J.1 3/1 08 i(R7f& NTS 4 d 1f 4127-f0 F • • • • • • • • • • • •• •• • • • •• •• INTERIOR37 32 35 �q 1s 39 1 22 p 2 13 EXTERIOR INTERIOR 21 MAX VENT DLO MAX.FIXED DLO —4 4 MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTEROR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAXANTERIOR 17 HEIGHT 35 32 37 39 FLANGE FRAME MAX VENT DLo Q 16 MAX. FIXED DLO 2 I` MAX.FIXED DLO —« MAX.VENT DLO 43 r MAX.WIDTH Q.F.FRAME) 21 EXTERIOR SECTION A-A o (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41klKMOR PROD=REVISED w�7�8 with rmFlad" A �12 all 8 EXTERIOR °•0 12sY h9� vom•t' 7 EXTERIOR a• •• • DiTERIOR• •• • •• i i i i i �� LYNN ',i� g • • • • • • • ��'�,.acrNSF •• •• • • • •• "•,,.i� 90 SECTION C-C 42 SILL HEAD ='c' Tao.soaos (VERTICAL SECTION,FLANGE FRAME) (YERT4AL SECTIOW W.FRAME)... (VERTICAL SECTION,I.F.FRAME) ! tJld" sans F°L raacxAHriEn�ssh'EEr • • •• • • �0 ., STA C omt� oalOE SECTIONS Floa��? • Jd �1128W mf7nl E AU)aMNW7M888fgET • • N.�PfN27b•• • ire • ALUM HOiIZONTAL l2OLLERWiA1DOW IMPACT DhdAl. J.R. ml D NDCHANQE7W PA.Bgx 18� `rwe avw Owiypo rre I e, wr Noxotas,PL34v4 WaibljBetter ►ozato Half S a 11 4127-10 F w� %PE FJC J-!. MM wow a • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • nWd DWG#RVA DESCRIPTION MAIL PGT# rUM VWCOIREVI DES I MAIL PGCE 1 41M A FLANOEFRAME HEAD 6063-T6 AL 6122:37 66 r SS 13116°LAMI K4.1i8"A(MIN.).3/8"AIR SPA 5116"LAM/ 1/8"A .090 PVB LWA 2 4025 SASH STOP ANTI IIET CLIP) 6063-T5 AL 612244 67 13116"LAMI IG119"A 338°AIR SPA 5/16"LAM/ 11V .090 PVB U8°HS 3 #8 X 3/4 PH.PAN HEAD 7834AA 68 13116"LAMI K VrA . 318"AIR SPACE,5/16"LAMI(1/8"H$.090 P IlrHS 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL 69 LVI6°LAMI Kl•3/16"A 5/16°AIR SPACE,5/16°LAM/ U8"A,090PVB,U8"A) 6 4136 FLANGHFRAMESIIL 6063-TEAL 641M 70 13/16"LAMI IO.3/16"A 5116"AIRSPACE,S/16"LAM/ US°A,.090PVB,1/S"H 7 4137 SIIL ADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG-3116"A IN.),5116"AIR SPACE,5/16"LAM/ 11VHS,.090 PVB,l/8"HS) 8 4131 IROLLERTRACK 6063-TEAL 64131 72 " 13116"LAM!IGII8"A IMINJ VC AIR SPA 7/16"LAW 116"4 .090 M Y16°A 10 71298 WEFPHOLECOVPR POLYPROP. 71298 T3 " LV16"LAMIIWIVA 06N.1 1/4"AIR$PACK 7/19'LAMI 16"A,.090 3/l6°HS 12 1626 ADHEWMOPINCFLLFOAM PAD 7PAD1626 74 " 13/16"LAMIK�U8°A IN. U4°AIR SPACE,7/16°LAM/ /16"HS,.090PVB,3/16 qM 13 40d2 A FLANGSFRAME JAMB 6063-T6 AL 612225 75 " 13/16"LAM/103/16°A(MIAi.).3t16"Alli SPACE,7116"LAM/(�16"A,.090 PVB,3116"A 14 4134 OA NCE PERM JAMB E SII/.JOINT 74134W/K % 13/16"LAMI[0.3116"A IN),3116°ARi SPACK 7/16"LAM/ 16"A,.090 PVB,311 77 " I 13116"LAM110-3116"A(MIN.1 VII AIR SPACE,7116"LAM[(3/16"H9 .090 PVB,3116"HS 15 1155 #8X 1.000 UAD PR SMS 78'PQA 90 1014 SCREEN FRAME OR&VNQ 31054314 AL 16 4110 O SCREENADAPTOR 6063-T5 AL 641106 91 1630 SCREENODRNIERKHYW/RD= POLSPROP. 17 4054 B FDIEDMEETMRAIL 6063HD-TEAL 64054A 92 1631 SCRESNOORNERKBYW/OUTRM POLYPROP. 19 4066 WSTP..187X 230,FIN SEAL 6MG 93 1073 SCREENSPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM HM PVC 22 1683 WSTP 250 X 270 BACK.FIN SEAL 616830 95 1635 SCRffid SPLngE-.135 DIA.HARD HM PYC 23 225-1 ROLLERHOUSING&GUIDE 4211= 1 % 1 1 ISCREEN CLOTH 24 226 BRASS ROLLER WHEW S BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOPOUME POLYPROP. 44128N 32 4006 D SASH MIE MORAIL 60011946 AL 64006 2.710 33 1235 WM 170 X.270BA FIN SEAL 67S16G 35 1096 SWEFPLATCH DJB•CAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SIDBRAIL 6063-T5 AL 641M 2.624 38 1683 WM?.,250 X 270BACK,FIN SEAL 616830 .082 39 7070 iBULBWFATHERSTRIP.187X.275 6707010 40 LIFTRAILCOVERCAP 74078"C"LORR 41 4139 11Y.FRAMEHEAD 6063-T6 AL 64139 I.F.FRAME HEAD 42 4140 J.F.FRAMHSIIL 6063-TEAL 64140 4� #4139,6063-TO43 4141 I.F.FRAMEJAMB 6063-T6 AL 64141 50 GIAZINGSILICONP,DOW 899,995 OR 51 1224 VINYL CdAZINOBFAD BUTS 6TP247W n mniplyyu,g ODUCr w Fkgwa 52 1 1225 VINYLGLAZINGBFADBULB 6TP248K 2.784 A�� -Ogl -dq 53 4039 B GLAEMBFAD-5/16" 6063-T5 AL 64039E nate rv�p�l 54 4044 B ICLAZM HEAD-5116"WOU LKIT 6063-TSAL 644703 3.162 ay 55 4222 A GLAZINOBEAD-7/16° 6063-T5 AL 64222 56 985 C CLAZINOBFAD-7116"W/(RILLK1T 6063-TS AL 6985 1.988 59 4067 1GLAZMGBEAD-LVW 6063-TS Al 64067 60 UASS,5116"LAMI US°A .090PVB US"A •• ••• • • • • • • O I.F.FRAME JAMB \\1YNNt 61 " 5116°LAMI(U8"A .090PVB V8" • • • 04141,W63-T8 `�.\�aoN�,.......�li4r u • •• • • • • 000 • \,\CENSE'•.,, 62 5/16"LAM/ U8"HS,.090PVB U8"HS) : 63 " 7/16"/AMI 3/16"A .090PVB 3/16°A •• ••• •• • • • •• 2 710 _` '�' No.513105 64 " 7116°LAM/ 3/16°A .090PVB 3116"HS 42 I.F.FRAME SILL - Q 65 171le LAMI 3116°HS.090 M 3116"HS 04140,W83-T8 "7 mXdons • ••• •• • • aratm: ' STATE OFt- L K W1416 F KDO ANNTM9 7 • • • • • • • PAMUST �'6 (S�Fcort�OP-C,Ci JU ?N17H1 E AOCHANGETW&MET •• • • • N.Y .Rs<i8• • \• • •• •• • • ALUM.HORIZONTAL ROLLER WINDOW LWACT Jit 8�H D TOQLABBTYPW ••• • • P�BOX18� • er.�t a.re awroae aye ALYla1h1¢LERP.E. o® are are NOKO!®8,FL 942T4 ' F.K y fevto AfTS 8 d ?? 4?27-10 F PEat3870a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .082 1.187 I - .738 &'52 .443 173 SASH STOP COVER 1:]3 Woo 4 84853,8883.76 I 1.E { —2.710--� 177i r—A 1 FLANGE FRAME HEAD —�7�� O FLANGE FRAME SILL O FRAME SILL ADAPTER #4102A.6093-TO O 94138,608378 #4137,0083-TO 1.383 1 .882 �1 +87:—JIM 13 FLANGE FRAME JAMB I I I 84002A,6063-TB .420 43� J46 t 1.403- OSASH STOPO HORIZ,ROLLER TRACK 17 FIXED MEETING RAIL 94025,6003T6 84131.608378 940546,6083HD T6 .082 9 050 183 7 2 •1' —L ` .6 �•3 1.081 9201 1.096 �il� 78 PR0IWCT RBYLSPD 21 SASH TOP&BOTTOM RAIL O SASH MTG.RAIL 37 SASH SIDE RAIL O GLAZING B .5116" aemg wim"mod& #4133.8083T5 94006D,6063HST6 #4126,6063-T5 940398,6063-T5 A 15'U314 pQ Date i�1 �� 1 � Dy PtoAtat 878 II11p .878 •x ,678 �3 '—' ow 050 1.Abls�{4455-'•NN--SIL Y•__ -1.097 ••• �•• • i ••• 1.116-}�--►�� • • • • • �� (VY IV O GLAZING BEAD.5116" �•GLAXAIG-MM7461•• •56 GLAZING BEAD,7/16" 59 GLAZING BEAD.13116 94044B,6083.75 ` (( • • • • 99860,6063-T5 94867.608375 ��..•' �tcENSF '•.Fp ': (USED W!GRILL KIT) • •� • • • •• (USED W!GRILL KIT) No.58705 LAE ~5 F lf0GHANOE7wsmmT • • •• • • • EXTRUSIONS �0��•., rr r , ��,; wro•eaeveLoc+�� a� : �. .Fc�ratoP.•''�3�: J1 1Nf7H1 E NOCfbINdETHIS SETT • •• • • pty p,p,�•pg� • i S PA).egx toes• ALUM.HORIZONTAL ROLLER W NDOW,IMPACT JR aml D NOMMETIOS T o.oxeme sm+e sere ebb roc ALYIJt•Ikhkkk�'.E "OQO a 4 " a�` mwio Hell 7 d 11 4127-f0 F P��7� F.K 24M ji.. 323/DH • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUAN71MES,XOX(1/4-1I2-114 TABLE 4 N ES: G8AS8 TYPES A. O. GLASS TYPES D.E.F,AK.t nwx .ANCHOR TYPES: AtMOR 7YP8 2.3.WOOD 2,CON( 1,C ONC $3,WOOD 2.CON( 1,CON( 1-114'ELCO TAPCONS 2- d'ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(GS) &SUBSTRATE zms MNEB ZONES Q m m m m 2. FOR INSTALLATION IN THE HVHZ ABOVE 30 WIMIOW SDS HEAD&SILL HEAD&SILL HEAD&SILL HEAD&S&L � HEAD&SILL HEAD&SILL A.7116'LAMI-(1V A..090.1A1-A) FT,GLASS TYPES G-L SHALL HAVE A W B.SMW LAMI-(I A,090,S=.I ► ) TEMPERED I.G.GLASS CAP.BOTH THE DP AND a&USx 39.375 1+02+1+C1+1 2 1+CL+1402+1 2 1+C2+t+C2+1 2 1+C2+1+Ml 2 1+02+1+02+1 2 t+C2+1+C1+1 2 C.7118°LAW-(3M( A,.O0,V$°A) ANCHOR QUANTITY REMAIN UNCHANGED. 0.7/16`[AMI-(3M8'A,.(010,3M8-A) 48.00D f+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C2+1+62+1 3 1+C2+1+C2+1 3 1+C2+1+C2+f 3 1+C2+1+Cd+1 3 J7/HS"LAMl-(3f18'A..=.3tI6'HS) 80.626 140+1+C2+1 3 1+C2+1+C2+1 3 1+0414=0 3114020+02+1 3 1+C2+1+01+1 3 1+C2+1+C2+1 3 Vi 16"LAM'-(3116'H%.090,321("HS) G. . 6-LAMI K3-IV OR 3R6'A(MIN.),5116"OR 318"SPACE,GMM-LAMI-(1!8'A,. Iff A) 84.000 1+C2+i+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+f4C2+1 3 1+C2+1+C.1+1 3 3M6°LAMI IG-118'OR 3M6'A(MIN.),bli6"OR 318"SPACE,6116"LAMI-(1/8"A,.090,IV HS) 80.000 1462+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2r1 3 1+02+1+02+1 3 1+02+1+22+1 3 1. 13/16-LAMI IG-V8'OR 3/16'A(MIN.),6M8"OR 3I8'SPACE,Cd18'LAN-(118'HS,.090,IV HS) J.13118"LAMI IG-118"OR 3118'A(MIN.),3118"OR 1/4'SPACE,7116'LAW-(3M8"A..090,31'16-A) 63.000 1•H2+1+02+1 3 1+C2+1+02+1 3 1+G2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /+C3+NC3+1 3 K.13178"LAMI IG-U8"OR 3M8'A(MIN.),3/16'OR 114'SPACE,7M6"LAMI-(3M6'A,.O�,3118'HS) 80.000x 36.375 1401+1+C2+1 2 1+62+1+02+1 2 1+22+1+C2+1 2 1+02+1+C2t1 2 1+C2+1+62+1 2 1+C2+2+C2+1 2 L. 13MW LAMI K3-118'OR 3110-A(MIN.).3f•18'OR 11C SPACE,7116"LAMI-(3MS'HS,.09%3116'HS) 48.000 1+02+1+C2+1 3 1•K2+1+C2+1 3 1+02+1+C2+1 3 i+02+1+C2t1 3 1+C2+1+C2+1 3 NC2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING WAX 1462+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+7+C2+1 3 1+C2+2+(2+1 3 DIMENSIONS. FORWINDOW SIZES NOT SHOWN GO TO NEXT LARGER WINDOW Id TABLE. 84.000 1+62+1+C2+1 3 i+G2+14C2+1 3 1+C2+1+02+f 3 1+02+14C2+1 3 1+C2+7+02+1 3 1+02+2+62+1 3 HEAD&SILL: 10112'MAX.ON EACH SIDE OF MEETING RAL CENTERLINE. 26 3W 80.000 1+62+i+C2+1 3 1+62+1+02+1 3 1+62+1+02+1 3 1+CZ+1+C2+1 3 14C2+1+C2+1 3 i+C3+2+C3+1 3 'FROM CORNERS. JAMS: 9-MAX.FROM CORNERS AND 22112-MAX O.C. 53.6100 1+C2+1+C2+1 3 1+62+1402+1 3 1+C2+1+C2+1 3 1+02+1402+1 3 1+C2+1+02+1 3 1+03+2+03+1 3 TABLE KEY: 74.OWx 38.378 1+62+2+C2+f 2,1+02+1402+1 2 1+(2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 2 X O X 48.6100 1+C2+2+02+1 3 t+02+1402+i 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+02+2+62+1 3 +C344+C3+1 3 '- ANCHOR QUANTITY PER JAMB 80.828 1+C2+2+02+1 3 1+62+1+02+1 3 1+C2+2+CZ+1 3 1+02+24(2+1 3 /+C2+2+C2+1 3 1+6x+2+62+1 3 1 HEAD AND SILL ANCHOR QUANTITY. A GLISTER OF(3)ANCHORS CENTERED 84.000 1+62+2+22+1 9 1+02+74026.1 31+02+2+C2+f 3 1402+2+02+1 3 1401+2+02+1 3 1+q+2+GZ►1 3 AT EACH MEETING RAIL PLUS(1) BO Q00 1+02+2+02+1 3 1+02+1+02+1 3 7+62+2+02+1 3 1+02+2+C2+1 3 1+02+2+02+1 3 1+03+2+22+1 3 ANCHOR AT EACH OPERABLE VENT 63.00D 1+02+2+2+1 3 1+22+1+C2+1 3 1+C3+2+03+1 3 1+C3+2+03+1 3 1+C2+2+02+1 3 1+03+2+03+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.000x 38.378 2+22+2+62+1 2 1+22+2+C2+1 2 1+02+2+02+1 2 1+(2+2+02+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 (72j ANCHORS TOTAL AT HEAD AND SILL 49.000 1+22+2+02+1 3 1+t2+2+C2+1 3 1+0242+02+1 3 1+02+2+02+1 3 t+C2+2+02+1 3 1+03+3+03+1 3 (3'MI3 O.C.ANCHOR SPACING) 80.628 140,2+2+0241 31+01+2+02+1 3 1+02+2+02+1 3 1+t2+2+C2+1 3 1+22+2+02+1 3 146:3+3+(3+1 31 26 64.000 1+C2+2+C2+1 3 1+(2+•2+C2+1 3 1+C2+2+62+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 121+02+4+C2+1 1404+3+CA+1 3 �4" �-4 MIN 80.000 1462+2+02+1 3 1+02+2+02+1 3 1+�C3+2+C3+f 3 1+03+2+03+1 31+02+2+0.2+1 1+C4+3+CA+1 3 - 9°REF. 83.200 1+22+2+02+1 3 1+02+2+02+1 3 1+03+2+03+1 3 1403+2+03+1 3 1402+2+02+1 1+04+3+C4+1 3 X O X vaonucTl¢eY6seo t0S.378x 36.376 1402+2+02+i 2 1+02+2+02+1 2 1+22+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 avcomplgegwiWBroFledh 41LOW f+C2+3+02+1 3 1+02+2+02+1 3 1+03+3+03+1 31+0++3+C3+1 31+C2+3+021 1+03+4+03+1 3 OmldFngCodoMTG.RAIL,TYP. _ e -0 19•�80.6 1+62+3+02+i 31+22+24(2+1 3 1+(3+3+03+1 3 1+03+3+03+1 3 1403+3+03+1 1+03+4+03+1 3 EXAMPLE CLUSTER W1 QTY.OF(3)ANCHORS 94.000 1+03+3+03+1 3 1+(2+2+0[+1 3 1+01+3+(3+1 3 7+C3+3+03+1 3 1+03+3+03+1 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) 50.500 /+C3+3+03+1 3 1+62+2+CZ+1 311+04+3+C4+1 3 i+C443+C4+1 4 1+C3+3+C3+1 3 1+C4+44C4+i 3 1+C3+3+C3+i 3 1+02+2402+1 311+ 3 1+C4+3+04+1 4.1+04+3+C4+1 3 1+C8•+4+C6+1 3 � Ire TYP. 111.000x 38.378 1+C2+3+02+1 2 1+CZ+2+C2+1 2 +02+3+0211 2 +02+3+02+1 3 1+0243+CN1 2 14C2+4+t:Z+1 2 3. E 1 41LOW 1+22+3+C2+1 3 1+C2+2+C2+13 3 1+C3+3•C3+1 •1+C24S+0E+1 3 1103+4+03+1 3 e- \�� LYNN p111'�i,'i (0Am +02+3+02+1 3 1+02+2+C2+ 3 1+03+3+0#1 +03.3201.1 41•C346+OBu4 1463+4+C2+1 3 � X O X �4�1��•'��NSt: •�FP 84.000 1+03+3+C3+1 3 1+62+2+2+1 3 1+63►3,+03+ & 1+C&+3+ 1 1+.04 4+01+1 3 Z i"; No.7870.5 _ 60. 1+03+3+03+1 3 1+C2+2+C2+1 3 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 MTG.RAIL,TYP. - _ 63 000 +C3+3+03+1 3 1+62+2+02+ 3 1+04+3+04+1 3 04+3+04+1 4 1+04+3+04+1 3 t+C8+4+C8+1 4 EXAMPLE CLUSTER W/QTY.OF(4}ANCHORS =•l, 7 6 tS u�i; LJIL WIbr6 F l5Dt 7N18�lEET • • 4.0m • :A0 .. S7�a/ ,mo>iemaaa>•o66Y0 m� ANCHORAGE SPACWG,XOX 9/4-1/2-1l4 ;,��. •.Ftnx,o?.•'��:" J..6 tmr7Nr jE AO)t3r ,NowJR E rr ADCAFro 7S D +s ig• • vo egoc„rw • ALUM.HOWOMTAL ROLLER IMM IM,IMPACT '�,;J�t-NA% �01 oy, +%xC0Ux5.R 3417+ Vtxrbij HR7D MT$ 8 t t '+b 4127-t0 F L v eFTG =Kv ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTiT1E>$XO 1►3-1r11-113 NIDOM 7ABILE 5 NOTES: GLASS TYPES A,B,G.H GLASS TYPES C,OpE, AJ K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD $CONC 1,CONC 1.ANCHOR TYPES: &SOBSTRATB ZONES ZONESZC84ES ZONES 20NES ZONES i-1/4'ELCO TAPCONS 2-iW ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) JR W81DOW SIZE HEAD&BILL HEAD&SILL I HEAD&SILL HEAD&SILL. HEAD&SILL 2.GLASS TYPES: A SRO`LAM!-(IV A,.090,1/8'A) D FOR INSTALLATION W THE HVHZ AVE 30 V -+ HEAD&SRL B.5/16-LAMI-(1ff A,.09%11W HS) FT.GLASS TYPES G-L SHALL HAVE A 48.0 Ox 38.378 1+02+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+01+1 2 1+02+1+C2+1 2 C.SMS"LAMI-(V8'HS,MD.IV HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND 48.000 i+02+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2F1+C2+1 3 1+C2+1+C2+•1 3 1+C2+1+C2+1 3 D.7/18'LAW-(3M("AM,X18'A) ANCHOR QUANTITY REMAIN UNCHANGED. &.09H3 60.625 1+02+1+C2+1 3 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+12+1+C2+1 3 E.7118-LAMI-(3115'HS,0,X18'HS) F.7/18'LAMI-(3118' 80,3/18"HS) 54.000 1+C2+1+(2+1 3 1+C2+1+CZ+1 3 1+C2+i+CZ+1 3 1+C2+1+C2+1 3 1 t+C2+1+CZ+1 3 1+C2+/+C2+/ 3 O.13/18'LAMI IG-1/8'OR 3/18'A(MW.),5118"OR 3V SPACE,5M(r LAMI-(1/8"A,m,118'A) SO.W0 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+02+1 3 1+C2+i+C2+i 3 i+C2+t4(2+1 3 1+C2+•1+C2+1 3 H.13/16-LAMI IG-IV OR 3/18'A(MIN.),6118"OR 318"SPACE,5118'LAMI-(In'A,m0,IV HS) I. 13118"LAMI IG-118'OR 3118'A(MIN.),6116'OR 3W SPACE,6M8'LAM]-(118"HS,.D9D,IV HS) 83.000 1+C2+1tt2+1 3 1+02+1+C2+1 3 1+t2+1+02+1 3 1+C2+i+ta2+1 3 1+02+1►t�+1 3 1+01+1+03+7 3 J.13118'LAMI IG-IV OR 3/16'A(MIN.j,3M8'OR IW SPACE,7/18'LAMI-(3M('A.090,3/1S"A) 53.125 x 36.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2t1+C2+1 2 i+C2+1+02+1 2 1+C2+1+C2+1 2 K.13/18"LAMI IG-Iff OR 3118'A(MIN.),316'OR IW SPACE,7M8'LAMI-(3M8'A,.090,3118"HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1402+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 L 13/18'LAMI IG-IV OR 3118'A(MIN.),3118'OR 1W SPACE,IMO'LAMI-(3118'HS,.090,3M8"HS) 80.825 1+02+1+C2+1 131+C2+1+02+1 /+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C1+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.000 1+C2+1+CZ+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02t1+CZ+1 3 1+C1+1+C2+1 3 1+C2+1+C2 i 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. SO.W0 1402+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.000 1+C2+1+C2+1 1+C1+1+02+•1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C3+1+C3+1 3 HEAD&SILL: 10112'MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C2+1+02+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+LK+1+C2+1 2 25 M MAX FROM CORNERS JAMBS: 9'MAX.FROM CORNED AND 221/2°MAX O.C. 48.= 1+C2+1+L2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 i+C1+1+C2+1 3 1+02+1+t2+1 3 1+•t2+1+C2+1 3 TABLE ,• 5D.W5 1+02+1+C2+1 3 1+C2+1+•C2M 3 1+C2+14C2+1 3 1+02+1+C2+1 3 1402+1+C2+1 3 i+C2+1+C2+1 3 X O X 54.011D 1+C2+1+C2+1 3 1+C2+1422+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C3+1+0+1 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 80.000 1+C2+1+G2+1 3 1+C2+1+22+i 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C3+1+C3►1 3 63.000 1+02+1+C1+1 3 i+C2+1at;2►1 3 1+CZ+1+02+1 3 1+C3+1+G3+1 3 1402+1+12+1 3 1+C3+1+C3+I 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER 66A� ON EACH MEETING CENTERED RAIL PLUS(1) 4&000 1+G2+1+C2+1 3 1+C2+1+C1+1 3 1+C1+1+C1+1 3 1+02+1+C2+1 3 1+C2+1+Cd+1 3 1+02+1+02+1 3 ANCHOR AT EACH OPERABLE VENT GRAN 1+02+1+C2+1 3 1+01+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+0241+C2+1 3 1+030+0+1.3. PLUS(1)ANCHORS AT FiXED SECTION. 64.000 1+C2+1+C2+1 3 1+C2+14C2+i 3 i+02+1+C2+1 3 1+C2+1+C2+1 f 3 1+02+1+C2+1 3 I C3+i+C3+•1 3 (8)ANCHORS TOTAL AT HEAD AND SILL 80000 1+C2+1+C2+1 3 1+02+1+C2+1 3 i+C1+t+C2+1 3 1+03+1+03+1 3 1+C2+1+C2+i 3 1+C3+1+03+1 3 (3'MW.O.C.ANCHOR SPACING) 63.000 1+C2+14C2+1 3 1+C2+1402+1 3 1+C3+1+C3+1 3 1+•G3+1+03+1 3.1+02+1+C2+1 3 i+C3+1+C3+1 3 74.000x 38.375 1+0241+02+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1•K2+1 2 1+02+1+02+•1 2 1+i*+1+C2+1 2 25 314"MAX. 41LODO 1+C241+C1+1 3 1 1+C2+1+G2+1 3 1+(2+1+02+1 3 1+02+1+t2+1 3 1+02+1+C2.+1 3 1+C3+14c3+1 3 60.626 1+02+1+C2+1 3 1+C1+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+G2+1+C2+i 3 1+C3+1+C3+1 3 64.000 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+9 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 9�R X O X 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+i+C3+1 3 1+03+1+C3+i 3 1+C2+1+C1+1 3 1+M+1+C3t1 3 PRGDUCTRgVIs® commy 6 with Bre Florida 63.WO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+i4C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+•1+C3+1 3 budding Curio 84.000x 38.375 1402+1+C2+1 2 1+02+•1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+14G2+1 2 1+C1+1+C2+1 2 MTO.RAIL T A� ,� S ,Qg 46.000 1+C2+1+C2+1 3 1+C1+1+t2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+/ 3 PLE CLL USTER W/QTY.OF(3)ANCHORS tnaD� 9A21 50AW 1+02+1+C2+1 3 1+Cd+1+C2+1 3 1402+1+C2+1 3 1+C2+1+(2+1 3 9402+i4=+t 3 t+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) BY 54.000 1+C2+1+C2+1 3 1 1+t2+14C2+1 3 1+C3+1+C3+1 3 1+03+i+C3+1 3 1402+•i+C1+1 3 1+C3+•i+C3+i 3 ' 00,MO 1+C2+1+22+1 3 t+t2+i+02+1 3 1+C3+14C3+1 3 1+03+1403+1 4 1+C3+1+C3+1 3 14C3F1+03+1 3 25 314'MAX 83.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 +C3 11 1/2"TYP. i1031itG3+ 4 i+0311 9+C(�3+04+1 4 � �,lllirrrrr 88.437x 38378 14C2+i+C2+1 2 1+C2+1+t2+1 2 1+C241+02+9 2 1+02+1+ 1 1+ 1+02+1 2 48.000 1+C2+1+C2+1 3 1+02+1402+1 3 1+02+1+02+1 1+C2+9m+ 3 +OY+i•CLM t+pFl+Cif1 3REFX O X PCZ.•v�tw�E'.�Fp ' 60.825 1+02+1+C2+1 3 1+02+1+12+1 3 1+C2+1+02+1 + *1 C2 1 Q 149V'1+03+1 3 64.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 14C2+1+C2+1 3 1+C3+1+C3+1 3 No.58705 60.000 1+C2+1+C2+1 3 1+C2+1+22+1 3 I+C3+1+C3+i 3 1+C3+i+03+1 4 i+C3+1+C3+1 3 1+C4+1+C4+1 4 MTG.RAIL,TYP• 63.000 1+03+1+02+1 3 t+t2+1+01+1 3 1+03+1 3 1+03+1 1+ 03+1 3 4CA+ 1 a EXAMPLE CLUSTER W1 QTY.OF(4)ANCHORS or � 7 S r� } awat- • • • • • • • •.oWc rj SAT. F Lm & 05 F Np231ANQ6Tt043)!�T •.• : . :••,roTE0wNal4lc++ • ANCHORAGE SMUG,XOX 1{31/3-1/3 '�G JJ 1(Y17J11 E NOCHANOLETN/BSi1EET • •• • •N.V4tW.FL3a'!j8 7°' pis& . .., �' , Jit Ott D KJCAPTD�7t +30Fftd07E P�.ewc,rae • ALM HORIZOWALROLLER WINDOW,IMPACT �Ohl/1t. ��`\ aria QYIr WKQhW.FL 34274 1/jr/ ,Bette sr.eode a.t r 4"dtM, A LYMI NJ I FR,P.E. FJ(. 228mB J.d a mtt fm m NTS 8 d 11 4127-10 F re.esm ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. MCHOR QU TITIES,XO&OX WR WS TABLE 6 GLASS TYPES Aj GLASS TYPES C.D,E,F.LJ,K.L 1.ANCHOR TYPES: ANCHOR TYPE 2.3.WOOD 1 2,CO COIL 3,WOOD 2.CONC 1,CONC t-114" O SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &811�TRATE ZOaEB ZONE ZONES ZONES ZONES 9 g = A.5118'LAMI-(1B°A Og0,1/8'A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W1a110{fi1SIZE ryj y in (p g tp f/Z B.5I16'LAMI•(1f8°A„1E0.1/8" FT.GdAfi6 TYPES G-L SHALL HAVE A etf �-e5 _ =oe <' a5 ' =a6 .� HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND 000 x 36.375 1+132+1 2 1+C2+1 1+132+1 1+132+1 2 1 1+C2+1 2 1+C2+1 2 D:711W LAW-(3n8°A..090.318'/U ANCHOR QUANTfTY REMAIN UNCHANGED. E.7116'LAMI-(3116'A %3MrHS) 1+C2+1 3 1+C2+1 3 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 LAW-(3V18'HS..W.318'HS) 50.825 1+132+1 3 1+1:2+1 3 1+132+1 3 1+13:2+1 3 1+Cx+1 3 1+132+1 3 G. LAMI IG-V8.OR 3M6"A(MIN.).W118-OR ave^SPACE,6118'LAMI-Off A,.=.Ur A) 8'LAMI IG-118'OR 3118'A(MIN.),5M6"OR 3B'SPACE,6118'LAMI-(1/d"A,.M,18'HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+132+1 3 I. 13118'LAMI IG-IlW OR 3118'A(MIN.),6Mr OR 3W SPACE,611gr LAM-(1I8'HS.-090,IV HS) 60.000 1+132+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 13!18'LAMi IG-118'OR 3116'A(MIN.),6118'OR 114"SPACE.711("LAW-(3118'A,=3M8'A) K.1311S'LAW IG-IM OR 3116'A(MIK. 3118"OR 114'SPACE,7118"LAMI-(3118"A..08O,3M8'HS) 53.000 1+C�1+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 L. 13118'LAM K3-1/8'OR 3Mr A(MIN.),3118.OR V4•SPACE,7118'LAMI-(3116'HS.-090,3118"HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+132+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+02+1 3 1+13.1+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C.2+1 3 1+C2+1 3 1+C3+1 3 1+13 +1 3 1+C2+1 3 1+C3+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+CS+1 3 HEAD 8 SILL18 3(4 MAX.FROM EACH SIDE MEETING RAIL CENTERLINE 18 3d4'MAX.FROM CORNERS. 60.000 1+133+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 2211r MAX O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: O X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+C3+2 fl-ANCHOR QUANTITY PER JAMS 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 1+132+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+133+1 3 HEAD AND SILL.ANCHOR QUANTITIES 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 I+C3+1 3 A CLUSTER OF HE(3)ANCHORS CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+133+1 3 PLUS(2)ANCHORS AT OPERABLE 63.00D 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+133+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION. N ANCHORS TOTAL AT HEAD AND SILL. 60.000x 38.375 1+C2+1 3 i+12+1 2 2+132+2 2 1+132+1 3 1+C2+1 2 2+02+2 2 46.000 1+C2+1 3 1.131+1 3 2+03+2 3 1+02+1 3 1+C2+1 3 2+C3*2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+G3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 I H8 314"MAX 54.000 1+C3+1 4 1+C2+1 3 2+133+2 3 1+C3+1 4 1+C2+1 3 2+03+2 3 j ! t - i F.-3•MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C.3+1 3 2+04+2 4 W REF. 63.000 1+C3+1 4 1+03+1 3 2+C4+2 4 1+C3+1 4 1+•C;+1 3 2+C4+2 4 X O 66.000x 38.375 2+(2+2 3 1+C2+1 2 2+C2+2 3 2+02+2 3 1+C2+1 2 2+C2+2 3 � �� as cmnplyiog mim Wa FMaEde 48.000 2+C2+2 4 1+•C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 MTG.RAIL ®®gperco8+bt5.05 50.625 2+p+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+02+1 3 2+03+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS By 54.000 2*C3+2 4 9+132+1 3 2+C3+2 4 2+p+2 4 1+132+1 3 2+q+2 4 (SHOWN IN TABLE KEY ABOVE) M- P 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4 8 314"MAX 83000 1+133+1 4 1+03+7 3 2+134+2 4 2+p+2 4 1+133+1 3 2+134+2 4 ur Typ. 11 I" 74.000 38.375 2+C2+2 3 2+02+2 2 2+C2+2 3 9+G6 3. WC2+9 2e 2*C2+7 3 rr . 3'MAI►d. 46. 0 2+133+2 4 2+132+2 3 2+q+2 2+03+ +2 3 2 4 �� y LYNP!aj ��/ 50.625 2+133+2 4 2+C2+2 3 2+C3+2 4 $+133 2 3� 4 9' X g �: 'ice dsF�� ' 54.000 2+C3+2 4 2+133+2 3 2+C4+2 2 4 C3+ 3 Z 4 ':�;' u' MTG.RAIL No. 18705 2+133+2 4 1+133+1 3 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 - 63.OD0 +133+2 4 1+C3+1 2+04+2 4 + +2 5 2 4 12+94+2 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS OL}~ LK s�+ne F M�QWhx?ET3@8 ee • • e + • qtr• e ANCHORAGESPACUIG OX AND XO STO WINDOW3 ";Q��•.,FCOR�OP..'V\ ` J.L IWIMI E NOC INQEiiwaft ET e+L' ` •k rJ: 6?(YI1 mak.a lOG1PTo�7E + 3kotr ' PC agx+eas • ALUM HORRONTAL ROLLER WINDOW,IMPACT � 1�P"d�"t�11�` e.seys Ass Arte NOKOL93.R 90274 Vw*Heuer 0.LrlVfi�lut�C PE. FTG 22M J.I 9 Z.- NTS 10 a 11 --4127--10 F PE9 fm • • • • • • • • • • eee • e • •ee • • 1314•MI .E.D.TYP. NOTES: MIN.3.4 KSI 2.WOOD BUCK 1.FOR CONCRETE APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1l4"ELCO CONCRETE 1"MIN.E E NOTE 3 1 TAPCONS EMBEDED 1318"MIN.OR 174'SS4 CRETE FLEX EMBEDED 1314"MIN..MINIMUM DISTANCE FROM a MIN. ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x W v > 2 FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY.USE Al2 STEEL SCREWS(G6)CMC 114"S54 CRETE-FLEX WITH #12 TRIMFIT HEAD. NO 3 j 3.WOW BUCKS DEPICTED W THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1111 © THAN 1 1/E". 1x WOOD BUCKS ARE OPTIONAL.IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAXh JJJJJ MAX CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/Y THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD)BUCKS TO BE ENGINEERED BY OTI QRS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CA WOOD ANCH ANCHOR 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMRIM STRENGTH OF 6083-TS AND A MINIMUM NOTE DETAIL A NOTE 2 DETAIL B OF 1J8"THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME 1912 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. A 6.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT COME INTO CONTACT WITH OTHER SHIM I 13V 1W MAX. M-�1 1 114'M DISSIMILAR MATERIALS SHALL MEET THE RECAIIRENENTS OF FLORIDA BUILDING CODE. I' MIN. (1.6K81 • OR PER NOTE 1 2-112°MIN.EMBEDMENT ' (3.4 KSI CO WOOD C CRETE ANCHOR, t� NOTE 2 NOTE 1 ; 1314' OR IN-TER OR�J 'MIN.EDGE °•MIN.E.D ( &SILL AILS A B,C.D,G✓t<H) TYP. 2x WOOD BUCK,NOTE 3 1x NOTE 3 -T SEE NAILING 1MIN.EDGE AIL DETAIL F (JAMS LS E,F&I) —f TYPICAL FLANGE F ME JAM CTIONS JL 6V MIN. ANCHOR, V DETAIL H (HEAD) El NOTE 2ANLG .131 DIA.MIN,x 2172'NAR. AT CORNERS AND 5'O.C. raOn=RBWSM TYPICAL DETAILS G.H&1. av cumpyn%vuh dw Flems 114" 114" Ac Ffo1�3-O I 0 1 MAX MAX �° 2 _f SHIMMAX slim py ..e.. SEE � MIN.EWE 17adePmQuet .'NOPE1 1Mll NAILING 1314"MIN. • • • • 2-112'ON. ` . • • • ••QIP•S•*Y 'ti••i• i i • SEHALING `\Q�ST'��''�I.t•ci.YENNN MIN.3.4 E.D.TYP. i•• CONCRETE 2xW TAIL C 2lirl••EMSED i� �. 3 DETAIL G( ILL) DETAIL I(JAMB) TYPICAL FLANGE FRAME SILL SEC G TIS •• ••• • s•• TYPICAL INTEGRAL FIN FRAME SECTIONS '..G� 7 �Sw LAL 8%4HB F CQIRECTOP(PONALWWNDTETd 1 •• • • • D1�°" �(�^•, STATE F ••`W.: lam •t>bbntQE ANCHORAGE DETAILS J.J 1a71m1 E NDt71N1ftiET9IIS89t7 • •• • reFls• T • ALUM.HORIZONTAL ROLLER WWOW,IMPACT JR �•,,,�O�N��n�1�_1� BSOt1? D ItOCHANGETi6894MT P.O.BM � mre Ankpaa a" aLYt•I f9LLe{PE E MXMWfi.FL.3W4 VWbJy Earn, 11RTtG IIBIf i7 a 11 4127-10 F P EJ FA T/18� J1 3AOB • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Florida Building Code Online Page 1 of 4 OCT 19 2015 w .. SCIS Home Wq In User Rnkstmftn Hot Topics Submit Surcharge SWS&Fads Pulgtm iCns FK Staff Bas Sue MaP UnMs Search Business ,' PmductAPProval Professional k uM: uW - -- ProdUa =royal Menu>��✓'a ao^1ic3^or Seargh>aDetail Fl- FL15210-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phcne/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickwOrwbidgconsultants,com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson®plastproinc.com Quality Assurance Representative Ron O'Connell :000% • • • 0000•• Address/Phone/Email 5200 W Century Blvd. � � � Los Angeles,CA 90045 06 • 000* •• (440)969-9773 Ext 16 • • • 0000•0 0000 0000•• ronoconneil@plastpro.com • 0000•• • • • 0000•• 0000 • • • • Category Exterior Doors • • •••••• Subcaltegory Swinging Exterior Door Assemblies •••• • 6•:••6 0000•• • •• 0.000 • • 0 • • •• • • 0000•• Compliance Method Evaluation Report from a Florida Register• Architect or a Incensed • Florida Professional Engineer ;";'; ' •• Evaluation Report-Hardcopy RecelvetJ • • • •••••• • • • •0060• 06.0•• Florida Eng,neer or Architect Name who developed Lyndon F.Schmidt,P.E. 00 ' a' 0'0 • • the Evaluation Report •• • Florida License PE-43409 Quality Ass;irance Entity National Accreditation and Management Institute Quality Asstrance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. V Validation Checklist-Hardcopy Received Certificate of Independence FL 5210 R5 Z01 C��t!F',CA7E a"iiDEPENDENCE.p f Referencec Standard and Year(of Standard) Star4ard Year ASTM D1929 1996 ASTM 02843 1999 ASTM D635 1998 ASTM D636 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 b"-//www.floridabuildiniz.ore/or/nr am) dtl.asvx?Param=w-GEVXON tDov3vVVK.JZlO... 10/18/2015 Florida Building Code Online Page 2 of 4 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect - 21� RS Ecuiv €'�;`ya'crzy Cf jY?fida•dspd Sections from the Code Product Ap)rovai Method Method i Option 0 Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 ummary of Pr /---- III.# I Model,Number or Name Descriptlb-n 15210.1 a.Smooth/Woad Graln/Whlte Wgdd 6'8°Impact"Opaque Fiberglass Single Door Gratin/Rustic/Mahogany Series Inswing/Outswing(X-Configuration) Fiberglass Door Limits of use L on Instructions Approved for use in HVHZ:Yes R5 II Inst IS210 1 od` Approved for use outside HVHZ:Yes y: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes y Independent Third Party:Yes Design Pressures N/A n Reports Other:See INST 15210.1 for Design Pressure Ratings, nyR� AE Eval t-210 1 ^df additional use limitations,installation instructions and y Independent Third :Yes product particulars. 15210.2 b.Smooth/Wood Grain/VJhlte W 6'8°Impact"Opaque Fiberglass Single Door with delite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO;OXO- Fiberglass Door Configurations) Limits of use Installation Instructions i•••i• Approved for use In HVHZ#Yes FL15210 RS N Ins" ;2 0.2.7Cf • • 000000 • Approved for use outside HVHZ#Yes Verified By:Lyndon F.Schmidt,%j 43"09 . •• • Impact Resistart#Yes Created by Independent Third ParV Yes ssure: • • • Design PreN/A Evaluation Reports •• •• •••• •••••• Other:See INST 15210.2 for Design Pressure Ratings,any L15210 R5 AE Eval 15210.2k,41 ••0 • • • additional vse limitations,installation instructions and ed b 0 es • • ;•••• product particulars. • • •... •• 0000• 15210.3 c.Smooth/Wood Grain/Whlte Wood 6'8°Impact°Opaque Fiberglass dbLEIL poor wish or%Rtpout ••••• Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing()(XR OXW-Configwagiws) •••••• Fiberglass Door • 0000•• • Limits of use Inst3llation Instructions : 0 i • • *of*:* Approved for use In HVHZ#Yes FL25210 R5 II Inst 15210.3.odf •0000• Approved for use outside HVHZ:Yes Verified By: Lyndon F.S�#midt•�P.E•33A09 0 0 0 0• Impact Resistant:Yes Created by Independent Third Pdfy:Ylls • ••• • • Design Pressure:N/A Evaluation Reports •••0 Other#See INET 15210.3 for Design Pressure Ratings,any FL 5210 R5 Aly Eval 15210.3.ndf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15210.4 d.Smooth/Wood Grain/White Wood 6'8°Impact°Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ#Yes FL15210 R5 Fi Ins', 15210.4.odF Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INET 15210.4 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.4.od` additional use limitations,Installation instructions and Created by Independent Third Party:Yes product paticulars. 15210.5 e.Smooth/Wood Grain/White Wood 618°Impact"Glazed Fiberglass Single Door with Sidelite or Grin/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or X0;OXO- Fiberglass Door Configuratio ls) Limit of use Installation Instructions Approved for use In HVHZ#Yes F_'L1_5210 R5 1i Ing[15210.S.gdf htti)://www.fl()ridabuilding.org/nr/nr ann dtl.asnx?naram=XkC'rF.VXo tA,.tT)nv�vWKT7t 0 1 n/i Q/Nna S Florida Building Cade Online Page 3 of 4 Approved for use outslde HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by Independent Third Party.Yes Pressure.N/A Evaluation Reports Design INST 15210.5 for Design Pressure Ratings,any F_.5-212 R5 - Evc_�?'_u.5•c additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.6 f.Smooth/Wood Grain/White Wood 68"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 S{delites-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of use Installation Instructions Approved for use in HVHZ:Yes F_i-21 R, :: ?'st Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other;See INST 15210.6 for Design Pressure Ratings,any 4E rva additional use limitations,installation instructions and Created by Independent Third Party:Yes Product parJCulars. 15210.7 g.Smooth/Wood Grain/White Wood 8'0°Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Umits of use Installation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZe Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any FL-�521,C R5 AE Eva additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.8 h.Smooth/Wood Grain/White Woad 8'0'impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sldelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Umhs of use Installation Instructions Approved for use in HVHZ:Yes FL1521C RS II Inst 15210 S^df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.8 for Design Pressure Ratings,any F 1 5210 F5 AE Eva 15210 6 rdf additional use limitations,installation instructions and Created by Independent Third Party:Yes Product particulars. • • 15210.9 1.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglassk4dle Boor withpl;Without • Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX;OXXO-•ionfluratioras) • • Fiberglass Door • 0• •••• •••••• Umits of use Installation Instructions •••••• Approved for use in HVHZ:Yes FL15210 R5 t1 Inst 15210 G r:1`••• • • • • • •••••• Approved for use outside HVHZs Yes Verified By: Lyndon F.Schmidt,443t 443409 • ••••• Impact Resistants Yes Created by Independent Third•P#":,Yes 0 a• 00000• Design Pressure:N/A Evaluation Reports • a Other•.Sae INST 15210.9 for Design Pressure Ratings,any F 15210 R5 AE E a`152 i C-JoM^•• *000 •••••• additional use limitations,installation Instructions and Created by Independent Third•Peabr:•lies • •• Product particulars. 0 • 15210.10 J.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fib erglasw6 Sndle"r-Id utswi g(X- :. ••: Grain/Rustic(Mahogany Series O Configuration) • Fiberglass Door •• • Umtts of use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 TI Irst 1k210.10.pdf Approved for use outside HVHZs Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Others Sae INST 15210.10 for Design Pressure Ratings, F' IS210 R5 AE Evai 1521 0,!R rd` any additional use limitations,installation Instructions and Created by Independent Third Party:Yes Product particulars. 15210,11 !k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ%Yes F'15210 R5 N Ins'15210 11 Da` Approved for use outide HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.11 for Design Pressure Ratings, F 15210 R5 AE Evai 1521u 1'.•00; any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. tarn-//www.ffnrid:ahiiilriincr nry/nr/nr snn dtl.asnx?narym=WCT .VXnwtT)ovlVVVKJZ10... 10/18/2015 Florida Building Code Online Page 4 of 4 15210.12 1.Smooth/Wood Grain/White Wood 8'0°Impact"Opaque Fiberglass Double Door with or without Grain/Rusbc/Mahogany Series 0 Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Instailation Instructions Approved for use in HVHZ:Yes F 15210 R= I!.ing 152! �2_-df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Other:See INST 15210.12 for Design Pressure Ratings, " '5210 r 5 AE c a ,521- '2 ,_.d: any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes Product Particulars. 15210.13 m.Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts-Outswing(X-Configuration) Series 0 Fiberglass Door Limits of use Installation Instructions Approved for use in HVHZ:Yes 1=210 R5 ii inst 15214,13.�df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistantt Yes Created by Independent Third Party:Yes Deslgn Pressure:N/A Evaluation Reports Other:See INST 15210.13 for Design Pressure Ratings, 1,5210 R5 AE Eva. 1521G.1 .�df any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.14 n.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel-Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL,�52y 0 R5 11 ins;1521 G 14odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.14 for Design Pressure Ratings, FL15210 R5 AE Eva 1521G.14.odf any additional use limitations,Installation instructions and Created by Independent Third Party:Yes Product particulars. 15210.15 o.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Graln/RusbaMehogany Series 0 WINDSERT—an operational window insert-Outswing(X- Fibergiass Door Configuration) Limns of Use Installation Instructions Approved for use In HVHZt Yes FLt521n RS II Inst 15210i 5 odf • • Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schml*,P.E,43409 ;•"•• ...... Impact Rent:Yes Created by IndependentThlr&Party:gyres • Design Pressure:N/A Evaluation Reports Go- • "••••• 6• Other:See INST 15210.15 for Design Pressure Ratings, FL15210 R5 AE Evval 15210.!3. c •• •••9 0000•• any additional use limitations,installation instructions and Created by Independent ThIr4 Yes • • • Product particulars. ••6••• • • 0000•• 0000 • 0000• • • aa-� FTR 0000•• • •• 0000• •• •• 0000 0609••0 0000•• • 9 rte....,,.r S •1940 North MMM Street.Tana Phone:&-&M7-1 824 • • • - • • • ••669• The Stite of Florida is an A AMO ampliwa•.Cw-,ftht 2002-2413.State_of amides".::Priym ::Acpm*1biiity Stetwwt::ltgb � *rem..-•nt urs Florida law,ernall addresses are public rewrds.b •••••• You do not want Yot7 e-mail address released in reeporsa to a clrtlltc-records reque-i 0•iat98rtd • • elac0ontc 7WR to this arrtity.UWtUd,Contac=the office by phline or by MdRknal mail.V you have any quastiM,Plaase intact 850.487.13195.mflusdent to Seaton 435275(1),Florida Stabdma,effective WOW 1,2012,liter fkensed tinder Chapter 455,Fa ffdA pie the Department with edAlhaB 8Allress if that'have me.The emacs pravHIed may be used for official edrrnrprntrabon with the licerwoe.However email addresses are public record.V you do not wish to supply a pamnal address,plem puede tree Depararent with an snail address wild,can be made available to the public.To dmrrnim if you are a licensee under Chapter•45$,F.S.,please cad: • Product Approval Accepts: htW://Www.flOridabuildina.org/Dr/Dr arn dtl.aspx?t3aram=w-GEVXOWtDav3vVVKJZ10... 10/18/2015 • • ••• • • • ••• •• •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• plastpro . . . . . ... : : : : ••37.50 4AX QVECALLZ --- .—--�- ••• • ••• •• FIV"WIDiH 5200 W. CENTURY BLVD. LOS ANGELES CA 90045 V,.•....... o Smooth / Wood Grain / White Wood Grain •® N Z Rustic /Mahogany ••' : : • • : ru.. E. 9$ Series ® Fiberglass Door Z �+ a ®a a INSWING/OUTS WING a LL "IMPACT" Oa a GENERAL NOTES m 1. This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida Building Code W Q 0� o z (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). z 0 z 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. Uj ti w y O O am 2 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not f;i requhe an impact resistant covering. o W a a g4. When used in areas outside of the"HVH7'requiring wind bome debris protection this product compiles with CLI Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets >>- 2L missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. E U 5. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry g construction. a o N N 07 > 6. Site cond'it'ion that deviate from the details of this drawing r w o = g squire further engineering analysis by a licensed s engineer or registered architect. � V1 7. Outswing configurations meet water infiltration requirements for"HVHT'.All other configurations do not meet the water infiltration requirements for the"HVFIr and must be installed only in non-habitable areas or 4 at habitable locations protected by an overhang or canopy such that the angle between the edge of ¢ o canopy or overhang to sDi is less than 45 degrees. 8 hAAJt DESIGN PRESSURE(M) TABLE OF CONTENTS $1MNG . ,1F&Ert14E _ SHEEN DFSCNPI(DN D11YiENSiE?LSt POSMVE NEGATIVE 1 Typical elevation,design pressLues,&general notes z 2 Door panel details 37.50 z v a 3 Horizontal cross section INSWING x +75.0 -75.0 DATE'02116112 i 4 Vertical cross sections 82.00" sra* N.T.S. ° 5 3-point lock details 37.50" owc.er JK m a 6 3-pantfork details OUTSWING x +75.0 -75.0 auc er: LFS 3 7 Buds and frame anchoring s B Components 81.13" OPAWLVG NO.: n 9 BTI of materials See sheet 2 for hardware de FL-15210.1 0 O SHEET t OF $ N .. .. . . . .. .. . • • ••• • • • • ••• p► 0. OX EXTERIOR • • • • • • • • •• _ 9'•••• p► 1 FR F— • • • • • • • d • s i • .d• a• �• iW•. •`�` gm • • .. e • i i i ••• i flL-All— a00 ?� S a x�� a PVC INTERIOR •• • • • • ••• •e 70P RAIL v E Z a CAP r� HMGE SmE(LVL) LATCH STILE(LVL) TOP (PVC) (COMP.) d{, a Fw �11 HORQOMAL CROSS SECi10N —T 4z° 35.75"MAX OA. WID1H •v" �g o VQFjZZ Q J Q M 13 m q .......... ' p.. e°R o INTERIOR SaMOR .�y IUiO& SIGNATORESERIB DPADBOLI SIGNATURE SEBIB +75 FOAM CORE _ .. SCHLAGE DIM FSERE3(FS1) ±75 IS RETH) N DPADBWT: wSHM(lW6� d rn SEE HARDWARE TABLE PAMM( LEM FIST SEIEB '� S2 G n DOMMOI7: FD7 SRM ±75 o KOPPE kWLll-PO1TR LOC[: S-PORif IONM 1 50 '. SEE HARDWARE TABLE fRBtGlASS Said d••.' k' (0.125'MIN.Ttac) '4 W&F AIWPOINTLOM WBBDBiRN1mrsmm +75 : See streets 5 and 6 for rtndH-point lock detafiL BOTTOM RAE. n e (COMP.) - _ t ^z n kam 0211 72 = d DOOR PANEL 9ME N.T.S. 9 pp yn DM BY. JK m r2 VERMAL CROSS SECWN a«.sr: LFS 3 kF aro:L-15210.2 aF 9 . . ... . . . ... • • • • 1-11W MIM.•• p� 4 4 • • • . • • • �•�.• Cyy a •s• • • ••• • go go INTERIOR • : : : •• ••• �I E 221 40 c ® 7 ° o 3 o X v0 So s S ° 3 a o W r ? E Q D EXTERIOR H ° e aeff D 2 1 E 1-IMMIN. G o 5 ° ° ' K EMB.M.) :3 o a °d CHORIZONTAL CROs sEcnoN 2 1 D > 0.15" 3 Shovmw/1Xok 0.15'csw B o, CSMK C C d' °D a L INTERIOR L ' D N INTERIOR o z W 46 7 (n 7 d o Q ° ? b Ti da _ F Z dD � 11 a 2 0 11 ' ° DAM 16 12 EXTERIOR i 9 EXTERIOR 27 smL N.T.S. 9 y D .'i Emai.er: JK m' 1 HORIZONTAL CROSS SECTRMHORIZOMAL CROSS SECIM ouc "Y** LF5 3 & Be.(TYP.) 3 ago ,� 3 ago�ovdAFL—5210.1 0 �`� sHm 3 or 9 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• 04 006 0: •• :•: i : : : :• A C ao d CL 7 ` a g 2 loll 40 7 1 \v 6C m a. s G 5Y o 40EXTERIOR INTERIOR �d 7 1 2 EXTERIOR INTERIOR 2 ON CROSS SECTIF EXTERIOR INTERIOR 4 +w/1XWb-buck z y CyROSS ' & � SECWN 4 � � Z o EXTERIOR INTERIOR E ° d ° d EXTERIOR INTERIOR 14 a d o 30 31 32 33 34 5 VERTICAL CROSS SECTION 40 8 z 4 Sh.w/ADA ft.0ad S6 th — 37 38 E � z E W d ° ° ° �0 5 4 1, ° m °° G �O O d tl s ° d DUE 02116112 ° z sm N.T.S. 9 3 VERTICAL CROSS SKT10N r4"\VER111M CROSS SECTION DM BY: � m s 4 Oulswing co uaHon 4 truwing confleuraHon CKC BY. LFS 3 DRWM No. a FL-15210.1 c . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ° • • • • • ••• • • O $4 N / ° •• • • • • • •.• •• E z o c s 2)(U= 5$ s ° IX BUCK H uf ug ce o x 2.17' 23 Q R a g '� �ZHQPIFMUUI-POtMLC>C%SET � 1S � o "� O u " 3P�t Tor e' d 2X BUCK 0 9 1 IXBUCK H a a --1 ITIq If I a 2X BUCK � N ® IX BUCK H n-22 8 0 0 22 = o z� 1• T � 'ya y Tr 0 i STRUJAMB 6 O 2 O 3 302176112 TO Q ® SCALM N.T.S. 9 s ow-BY. JK m' MINI-Pa{MS7R8�PIATE �LIATCB/WDQEADI�LTSiRBC ftmA wu BY. US a Tome system mrnwm MANUAL RAISED TONGUE GEAR SYSTEM FL-15210.1 0 sir 5 av 9 � . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... �a to • • • CD • • • • •• • • = V+ • • • • •• • • $# s 000 0 or ••• • • ••• ••• ••• be "46ti 11»i��,\\\ >�m • • • • • • • • • Z U a � EEZ 3tl l� w d � o a m � K cn 11AA 57 N N W 0 2X BUCK 58 a i 1XBUCK � H ma ro m O o z o WE 02116112 i Smy- N.T.S. ° S om en JK mm W&F Menrium 3000 SERMS STRIKE JAMB DEWL CHL at LFS 3 3 pt.tock owiwum r%: If FL-15210.1 `� ta 0 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• (TYP.) .. • .. .. '`9'' e r " • • . • <• . •• �hf 1 IIIA��,`` z 'a Zo ° ^a ••• •:•`. •• L• 2X BUCK oa $a � • • •^•. • D TYP.HEAD DETAIL J. • • • i s U _. &JAMBS o. •• • • ••. �' X BUCK — j \V_ MASONRY 5 MASONRY &JAMBS Ri LL d S OPENING OPENING _ �d s FRAME c, s z 0 2X BUCK Er o 2X BUCK o }y � y; W eo U co a o �O g _ _ o ADA SILL m Q ONLY a F� P 7>N V � cn 0 o O a B=AKCHOPJW SMUJAW fit"EANCHOIM H"JAW s Masom conOnx on — 0 COMCME no1Es t.Comate anehorioc�brn of ttre tamers rnoybe odpa!•d m maYddn are"*L < Z C�ete cWmxs mo ca WAX ON�nWbe acWed to TXBUCK H A— & Z ffmWa r the nft edge cbknm to marAar*ft a =wrote a mhm 2X BUCK L _m moy be reyrared to onam#e'7.AX ON Ce�iit�cWfwn on cm rat ez 28 H 1X BUCKiX BUCK H CoWWD ancharmbb 11 R � m 2X BUCK 58 58 2X BUCK 2X BUCK L m ;:; .... ., .. .,: 11 11 rAPCOw• 1/r 1.1/r r r 1 X BUCK M 58 2X BUCK11 DAM 02116112 i t1t cow 1/r 1-1/r 1' r 27 H IX BUCK m or: N.JK 1 • 3/16' 1-1/r 3' 1-1/r NINGEOflAB rkR.Br. LFS 3 s i•WOODSQPEWRgTAttATl�INOhS L�1&DEAD�LTOM kwwfng HfGEDkTA1L FL-15210.1 M�a�msrnWedgadf ce,1'errddbfance.8 i'ocbpadngot a woWscrsmfbpreveWftmftvofwood outAft SHET_L or 9 1° •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• •• •e •• J`�f ; Iy 4S6" T 46' 2" • • • s • • �--4 56" o ° i • s • •• s • h h � �� Jil • • • ••• •e• •ee •I I II1-41,111 lull ''mo • ••• • • • s •• �i�—2.44"—2.13"—moi 30 OD1Sdtl►k)TNRE MD ODISWING iNRES(dOtD ••• i e•• a i i•• ••• JAMB h E d s DLP)t�OSR) CoAunbia F$git Dan(581) baa 4M 9 4.68° jd 4T Iy 2.36" IT I ci Dil154YRVG THRESHOLD 31 OUISWRiG iHRF4HOID WOOD JAMB m pLL DLP(caOSH) co bT.(sus) v� aw 3 � o � o $ 5.62 5.63" P. a a 8' �', 2d88° c 0.52" N oEn = OL1111HG THRESlfOID 3g cID►r1 THRESHOID UAgNWEATHERSf�P DOOR ROifOM SIYEEP $ 33 rra� ) 7 8 tr a LL 5625 4.56 PE650 14 4.56 _o = Pt1 z v a —02116112 Z �a SME N.T.S. 9 5 tHSN1RrGTHi�S/LOID 37 nLI�MG—MM 29 ADA THRESHOLD er JK m' rs�na(� ) �P�j � cwc.er: LFS 3 d FL-15210.1 0 5 9 (W 9 G d .. •• . . . .. .. • . • • • • • • . • . B9J.OF MATERIALS • • • • • • • • •• •�'z�11'y • •• • • rlFAe i G> e11oA MAiB11AL • • • • • • * _ =z n A 1X BUCK SG>=0.55 W ••• •• ••• • `—��, B 2X BUCK SG>=0.55 WOOD D 114'X -3/4"PFH ELCO OR ITW CONCRETE SCREW i ••• i•• i•• ••• 'SHIM SPACE ',/'�/pry 1►t� ``, 7 o MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI • •• • • • • •• • , ,.Z E 301 OR HOLLOW BLOCK CONFORMING TO ASTM CPU CONCRETE : ••• i•i i•• ••• °t E Z g" oi G 114*X 33/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �'v 569- , H 3116"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 2 I 1/4"X 13/4"PFH ELCO OR IIW CONCRETE SCREW STEEL 'Z R L #8 X 2-1/2"PFH WOOD SCREW STEEL a M #8 X 1-I/2'PFH WOOD SCREW STEEL s 1 POLY FIBER JAMB COMP./VINYL e; 2 FINGER JONTED PINE FRAME WOOD N 7 WEATHERSTRIP FOAM 8 DOR BOTTOM SWEEP VINYL 9 4"X 4"BUTT HINGE STEEL ? 11 #9 X 3/4"PFH WOOD SCREW STEEL 8 22 3 POINT'TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL o v 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a m to 27 LATCH STRIKE PLATE STEEL o $ 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL & 29 ADA THRESHOLD ALUM a a 30 OUTSWING THRESHOLD ALUMIWOOD 31 OUTSWMG THRESHOLD ALUM/WOOD 32 OUISWING THRESHOLD ALUMMOD 33 OUTSMG THRESHOLD AL.UM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD s 36 INSWING THRESHOLD ALUM/COMP N 37 INSWING THRESHOLD AWM/WOD $ 38 INSWING THRESHOLD AWWCOMP En 40 DOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10X1-1/Y'PFHSCREW STEEL 57 BACIONG PLATE STEEL LU 58 #8 X 2"PFH WS STEEL ` 60 MULTIPOINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL ro� o z_ n Z ah 02116112 i a N.T.S. ° S ate.er. er: LFS 3 a FL-15210.1 a I3 ,smEEr-2_or_2_ I i M IAM •DADS OCT 1VIIANH DADE COUNTY,FLORIDA d PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC_RESOURCES(R R) 11805 SW 26 Street,Room 208 BOARD AND CODE AD&UNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MT .miamidade.govlegonomv 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(AHI). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code,including the High rrlcane Zone. DESCRIPTION: Seri PGT"CIipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact Resi if umnum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Sectio';g: MISSILE IMPACT RATIN and Small Missile Impact Resistant LABELING: Each unit shall bpermanent label with the menu r s name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless.otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been 0000.. no change in the applicable building code negatively affecting the performance of this guolluct. • ••••;• TERMINATION of this NOA will occur after the expiration date or if there has tijl&revisieA o.ahange •• 0000.. in the materials,use, and/or manufacture of the product or process. Misuse of this.V114,as an endprsement • of any product, for sales,advertising or any other purposes shall automatically termi late this NOA..Failure:" to comply with any section of this NOA shall be cause for termination and removahef-RdA. �•��•� ••••• ADVERTISEMENT: The NOA number preceded by the words Miami Daae:Wun% I?Ie da, and.... followed b the expiration date may be displayed in advertising literature. ff a �• 0 0 'on of the NOA is 0•• • Y p Y P Y� g u1Y.iJQ1 .• displayed,then it shall be done in its entirety. 0.00:0 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by.the Vanufftturer or it%..• distributors and shall be available for inspection at the job site at the request of the TPuilding Offidial.•: • This NOA revises NOA No. 13--0815.05 and consists of this page 1 and evidence pages E-1 and 11-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. (--NOA , lis No.13-1103f aMCOUPExpiration Date: , { Approval Date: February 12,2015 ?.`�s61S Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCL: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subinitted under previous NOA No. 10-0819.05) 2.• Drawing No. 6300JR,titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed,sealed and by Anthony Lynn Miller,P,E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBG, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05111, signed and sealed by Marlin D. Brinson,P.E. (Subinifted 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 manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). 0000.. E. MATERIAL CERTIFICATIONS .'. ••••:• .. . 0000 . 1. None. • 0000.. 0000 000000 999.06 . . . 0000.. F. STATEMENTS •••• • 1. Statement letter of no financial interest, conformance to and colAptying With tie FBC•:•• 5th Edition(2014),dated 11/03/14,signed and sealed by AnthiFyXinn Miljjri P.E. 0.::: 2. Statement letter of no financial interest, conformance to ruin.,;Wnplyin�g.with the • FBC 2010,dated 06/06/11,signed and sealed by Anthony Lynn Aiker,P, E. 0000 :. 0 . 3. Proposal issued by Product Control to PGT Industries,Inc., dated 0$/06/1'040 0 . , signed by....: Jaime D. Gascon,P. E.,Product Control Section Supervisor. 0 0 :*: 0 . r r� • acme D.Gasco ,P,E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTWUED) 4. Laboratory addendum letter for Test Report No. FT1-6443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test V eport No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P. E. (Subtnftted under previous NOA No. 1.1-0922.01) 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. (Subinitted 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 11/31/13 and expiring on 05/26/16. 9999.. 9999.. .. 9999 9999.. 9999 9999.. 9999.. 9999.. 9999 9999.. 9999 . 9999. 9999 9999 9999.. 9999.. .. . . . . 696666 9999.. . . .. 9999 .9060. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.Q1 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 AMMON TO A A REQI�D RV,I� •: :•• MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCTIdSTALLATION.TYPICALAPPLICATIONSARESHOWN.EACHSRU4IDNIiUNKM�AtI1HOW • �,�� EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIC M 1A O2X WOODSUCKS F"ED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGN BY OTW"o ••• ••• ••• ��1: K/VATt0N& _._.__.__..__._1 4 2)THE TYPE AND NI&�R OF ANCHORS IS CRITICAL TO THE STRUCTURALPERFORtA�NCE OF THE MULLED UNITS,MULLIONS MILL TO 2x wow__.__ _2 g HAVE BEEN TESTED AS'FREE-FLOATING'AND OO NOT NEED TO BE DIRECTLY ATTACHED TO THE MILLION CLIPS.BUT SHALL TO DWALLATI&MOTES—,_ 2 MULTIPLE OPfN8N3 YADTH FORVERTIGLL MIO.L ARCHESTOSE MULLIONS / SEE OE11A08A ( AXON aRiIME NOT HAVE A GAP OF MORE THAN U4"FROM THE CLIP. MIRI TO MASONRY _._._._.__3 d AMGUI: BIffET823 971AF1i •• • • • •• •• �S�Fy Sit�______.._.3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIDLOADS �f MALL TO MILL._..____ 3 B m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U189.THEWS • AP>f SPECS—_ 3 i i�• III �`�� IN THIS ANCHOR EVALUATION.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUA • • • aTERrRaTATEcuPs-- •-.•4 MALLIRSTALLArIDX____4 _ •• • • • • • •• 1 RM.125 MULL ,�rl, 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RFSPONS�ILRY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t 3rE INIAL SPECS—.__8 Ul INSTRUUCTIOWL 1x226 x.376M ILL SPECK.--_7 Q) � t X278X.66ldULL3PEOS...__....8 80�RHS / / III tI 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESS AND t X 3.125 x Am MULL SPECS_......0 m 10 SHEETS 23 I I �OETAO.S ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 ANLL SPECB____._10 r _ ATIiRU Q: DESIGN 1 X 4 X MS TI18E WILL SPECS._11 "T"Ru% ONLY OF MULTIPLE UNITS MULLIONS OR FENESTRATIONNPPRODUCTS SHALL APPLY AND ANCHORAGE TABULES.THE LOWEST DESIGN 1 xa x.37s T MIA.(SP[ .—tt Q 11 t It f 1 ` OPENS 1.25.x3.1SSX.MW SPECS_12 VE tt. 1.28 X&Z X.100 MIA(SPECS-13 MULL 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X3AX A24 MULL SPECS-14 LENOTH HOROOiTAL 125X3MXM 16RL��-18 � sEE DETAL E, 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DOSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST Z BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2X a X.S MILL SPECS_17 AS APPROPRIATE FOR SUBSTRATE MATERIAL..DISSIMILAR MATERIALS SHALL RE PROTECTED AS REQUIRED TO PREVENT 118 X2.11 X.126 MILL SPECS....18 `- r REACTIONS. 30°X 3.5 BAY MIHJ.SPECS_.—_18 -.45'X326BAYMULLSPECs_._...20 - bIR.x 6 CLIP DIMEN9�N8.__21.23 PEIMTRATION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACONIAGORE-GATOR NONE ANSIAWA NOS FOR WOOD CONSTRUCTION: EXAMPLES 1&2___...__.__-24 PFt=CTS MAY ADM-ALUMINW DESIGN MANUALham OFAXYTYPE. / MAN 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING U) By POT. REO CODE.AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH ~ ` y POT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS 0. /S1 t&TAus 10)MULL(ONSARIE 1N COM MIANCE FOR USE IN THE WiM . 8ilEET82$ No�ALA4311)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGM HONZ NTAL WIDTH114EI3HT OF EACH 04DMDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LETIOTN .9 . 1)DETERMINE THE DESIONPRF83UREREOUIREMENTTLI HFT°1TORTHEtAPENINGUSINGTHEASM71STANDARD. - 2)CHOOSE A MULLION TYPE THAT WILL PT THE DEPTH OF THE FENESTRATION DUCT'S FRAME DEPTH ADDITIONAL.EXAMPLES OF MULL CONFIGURATIONS 3)REFER TO SHEET 26 TO DETERMINE 9:THE WIND LOADING 18"RECTANGULAR'OR'TRUWGULAR/TRAPEZOIDAL'. PRODUCTRBVNW MATH t---HCR¢.MULL LENWH--•I 4)FWD THE CHOSEN MULLIONS;MULLION CAPACITY(LOW"FROM TABLES 1A THROUGH 16A,ON SWEETS 5 THROUGH 20 RESAECTIVEI_Y,USING ge�NB��m8 ° MILL 1u i11 r THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPEN M IF THE MULLION IS SPANNING VERTICALLY OR RIORIZONTALLY}THE Aoecp pNo os MULLION CAPACITY/LBSUFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT'I FOR THE OPENING OBTAINED INSTEP FOR 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FPD THE VALUE IN THE NEOCI'COLUMN ANCHOR CAPACITY REQIARED T}IS dAI.UEHERM LENGTH �1°t l HCIR¢ REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. L L !� ® ® 111HH1( LETuiTH 8)FRGNYI THiE ANCHOR CAPACITY(LBS(TABLE ON THE SAME SHEET AND USING YOM ACTUAL SUBSTRATE CDINaiT10N(MULTIPLE ��qY\ I'ii�' ANCHIQR/SUBSTRATE/MICHOR-CL(PPATITMMAY APPLY)SELECT MN ANCHOR CLIP PATTERN AND VERIFYTFb\TTHEREQINREDANCH4R ............. 1 ks '!F CAPACITY IS MET. 587 SINGLE MAlAJ10P1 SINGLE MULLION FOR MULL 7)IF THE MILLION CAPACITY tLBS�T'1 OBTAINED IN THE TABLE IS HIGHER THE DESIGN PRESSURE REQUIREMENT(L UFT'(fGORTI _ 0.58706 o M" OPENING.YOU MAY USE 1HE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY RC-QUIRED.WITH THISFORVERTICa •D: 915 VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ;. �80 CX)> GNNOM DETAILS MULTIPLE MULLIONS " ,�'•, FROM RMM t ASME. 8)VERIFY THE DESIGN PRESSURE RATING(L FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY USIF M OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION :�tS's DROP, PRODUCT ASSEMBLY. �'7/ MAL NG A. E ��` 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THE NOA TO APPLY FOR A REIT. L,1TM A rc, LP E. FL P.E.#66708 . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• •• • • •• • • •• • 09 lilt DETAILA: DETAIL B: • •bumm 0:0 •• ••• • '� MULLION TO 2X WOOD BUCK ° MULLION ATTACHED TO 1X BucHBrRB� TMP• T� 4 OR WOOD FRAMING WOOD SUCK AND MASONRY Y AOMW (OFFSET CLIP SHOWN) (STANDARD CUP SHOWN)MIELM sv THEA 9�8EETABLEB to tae d • • aEE��. � 1 ' I sEESHEETB o ° g i� � i � � �• ztxal •� ,�! •�; �•. E[xiE � ERERT ' m2t-nFORHMEE ° LOATIOW c 44 b •1 I1 • • • • �AHp E ° 1 ° FAYYE TUBI. �B1BE-ETT�SEE TA81E8 1JJ 8ME SIDE VIEW zH "WMAXFOR0 ° ' ° ErtT83tTHE . d ° e ° u A ° o OFF6Ef MULL _ 4 a L! CUP MAYBE a o e EXTERIOR c c e ° VWXLED BY Z T15SL¢TH a c d a V 4 ° e ` e ° q FOR m Q C -� _MAY .a THEOFFSETCUPIS ANGHORG F O. RECOMMENDED FOR EXTERIOR 4.4 ° FIN4%A D ° Cq WINDOWS,BUT MAY 4 Y ALSO BE USED FOR Cn OTHER FRAMETYPES. O O TYKANOMM TYP.RNpIOR TYP.ANCIM PERSUBSTRATE, SUBSTRAN, WJBSTPAM / SEETADMIS.1so SEE TABLES IB-MB SEE TABlPB W188W188 // EDtiH@ID DISTANCE BtMd(SfT� SEE TABLES AND ATrACHMT8� •. -• aroTim NT . . -AND ••' -88Et40TE1 ATTACHMENT 98M i. BEE BYYOTTHERB, •• f V •' 7 SHEET 1. .. ' MN%?r ICONCMEORClHI FRONT VIEW SIDE VIEW a,r yinsva wFte>ida t odo _ FRONT VIEW 01. NO INSTALLATION NOTES: e PYodBa Cbctro 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 2)QUANTITY OF ANCHOR$AND MULLION SUE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �.` Y LYNN -ONLY..�AUSETHEANCHORCAPACITYISMSFDPARII.YDALTHE ANCHOR TOANQ{ORDt3'TANCE,THE .......... CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE TiG�rvSF �F� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR(:I.[P MAY BE USED. _ No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. — 4)WOOD SUCKS ARE OPTIMAL,SEE DETAIL C,SHEET 6)FOR MASONRY APPLICAITON3 IN MIAMI-0ADE COUNTY,USE ONLY MIAAN-DADS tOLWTYAPPROVED :��+•':�<ORiDA,,.��` ELCOULTRACONORELCOiXS.&AGGREGATORMASONRY ANCHORS. E. FL 9 58706 . . ... . • . ... .. .. . . . .. .. . . . . . . . . . . . ••• . . ••• . . . . ... DETAIL E: DETAIL C: MIN, •0 MUL14ON TO MIj-LION• • 000 INTERSECW" • �• • MULLION DIRECTLY ATTACHED TO • • QJ-�I �: ::* )• • ••MASONRY STRUCTURE bmuoH • • • P M MAY BL�evsrat L®IN*TEE"OR"GROSS'(STANDARD CUP SHOWN) Y ••• •• a 2)MAY BE INSTALLED HORIZONTALLY Y � 1 TYP.aNcrlaR (SHOWN OR VERTICALLY. � t E1fH8R TH8 1 PER SUBSTRATE. • • • •• STANDARD OR , SEE TABLES W138 • • • • • . QS•SKEEIS 21-23 $�m r CLIP MAY FOPViE%q ••- • • • •F MULLION. Z w ALLEDBY p ' EtsmrAHc'E • • • • • Q - - - AtC10RS VARIES--�---H • • • • • ••• •• �J a12STE0.sCREWB, x 1 t` SELF0OLLIHOORFRE-DRU OCN c A MULuoHAND U9E SLffi e o m ca O EXTERIOR �` a MIJUMH 2 1 4 O EDOEDISMAIN,E 4F THEOFFSErcx>PLa - FOR MASONRY m � 1~ � V Alm -FRAMW L. t:2gin WDmDWaMITMAY ursw 8 a FOR �R EXTERIOR z �- TYP.ANQ[OR -4 q C TPBRauw mTE. S£E TA1RES iS-UB •- -- TVP.ANOHDR BEE/ SH -23 FOR I•- p a PER8USSTRATE, HOLE LE LOLO CA7(ON9 SEE TABLES 18439 FRONT VIEW EDGE ATTACHAffNT DISTANCE �, N EMS;f� • BY OTHER% BEE TASL� ' y • St�NOTE 1, n e 1$•198 SHtS:T 1. O O 1 —_ EDGE I, •-1 DL9TANCE 6mC-71000NCRETEOR MSfSFE T. SIDE VIEW MR2.TRSICONCREMORCUSI 113198 -7 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) INSTALLATION NOTES StRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHAD 7YP.ANCHOR BE BEYOND WALL DRESSING OR STUCCO. A r—PER OUBSTRAME, .�/+/ SEETABLESH313S DUL9•RSVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A ETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCQ THE sE2�FORR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS.FOR DETAILS AD,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS � 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HOMEAD OR FLATHEAD. \ uoH ® tkod>:T Comm 4)WOOD DUCKS ARE OPTIONAL.SEE DETAIL Q SHEET 3. „`/ lLitl $WA �COUNTY.USE ONLY MIAMI-DADE ooUNiYAPPROV�LULTRACON OMASONRY R IM S.S.SAGGREGATOR MASNNRYANGORS. FRONT VIEW 18GA�OMOCiANT WITHTHE FLEuuawa P; _AaceroSF•:�f�� CODE.AWWOOD SAC M WMT USED. .: L9 ATTACHMWSYOTHM N0,58l(L5 '•••. , EXTERIOR UMINOODAHCHORBIM SIDE VIEW = 9Tm, D Ct: 1)FOR 2X WOOD BACKED STEEL STUDS,WOOD ANCHOR VALUES MAY BE USED. �;,�c`s;•.!2pRloa .•.,��L�: 2)SEE CORRESPONDING MULLION TABLES, �'��aNa..LL\,0 SUETS 6.20,FOR QUANTITY OF SCREWS. A L Nfifl•ceTc PE. FL P.E.O 66706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DETAIL F: DETAIL G: •• • •MA • • •• • FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP ;Y MUN•LION W9TAI LAAN i ••• -e -e (F-CLIP) (ANGLE CLIP) •i• ••(l�IGLE•�-�).•• •i• ••• I- c SEEDETAILSA*, Ix SHEETS 2 AND 3 FOR INSTALLATION �'OR 4' TOSPECIFICSUBSTRATES. SAYWJLL li • ••• • O O O O O 1 O TOP IE SIDE VIEW EA 0 SH0YNWIRII'X4'X.I2V I TOP VIEW ,��/� MULLION I 1 1 P Z W EXTEROR I TYP.A BSTR g O j 1 ' ; SEETABLESUBORI{S Z S` STANDARD MULLION CUP 1 1 PHtSUB$TPATE. COFzlDMONBTOPITFU3D 1 SEE TABLES IS-MS 1� I i EXTERIOR N I I 1 I 2'XSANMECUP, Z Q W p -I - _ 2P-EREAI9J.O!)EDID.8fW41'� .N .�.. PONI ; 1 I INSTALLEDINSIDEOFBAYMULL. I 1 II 1 ~ Q 1 I i i 11 1 1 1 O i 2'XB'X.12V II 1 1 ANOLECLIP. 1- } ` I 1 1 1 2PER&ROAM END, Z Q > I I 1 MUSE BE INSTALLED 0 �I I BESEOFMIAL. O. I I TYP.ANCHMt 4b PERSUBSTRATE, SEE TABLES 18.148 1✓� ENTONIom •ITOt1OCD.STEEL. STANDA CLIPTOUE -LRIDR� ORMASONRT EXTERIOR AUA%CWORMASONRY MODRREDIN-FIELD. EXTEROA �L ® PRODUCT RRYSM` C3 ,"A OROWOODSHMa ALIBa CMU OR.WSq�WY EDLP (;J ' DISTANCE ado At ct ANCHOR EP6'E DISTANCE— E _� � ttt 111111�1j PERA NOTES FOR INSTALLATION OPTION O&H O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MU MM C. UGEN '•.�P`P NOTES FOR INSTALLATION OPTIONS F. � 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES IBA48 No.53705 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _ LOCATIONS. 2)SEE TABLES 16138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE IOCAT[ON3 3)DETAIL H:SEE TABLES 18B OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :�Q ATE THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ••• �: A L/YI�+ IlER,P.E. FL P.E.#W • • ••• • • • ••• • • • • • • • • • • • • ••• • • • • ••• TABLE 1A • ••• � MuMm Cogaft Table •• • OAeN&dtl ON ML )a0pen5tgH91gfor mlftm) • • • • • • • • •0 ofnBi•• #•. wm solo 70m in sola loo1. 1 1. •14eto• • • 1601. • • • • a6• • n 1x2x.125 Loet&• 1 Llmft toaft Laaf9 Lw t9 Lmft tong toal6tp toofts t.oaft la dm9 1.oa&• i 1. Loa46tg Leeft L-ft V Mum Tube b to 421. 1119 408 128.0 392 932 408 118.8 325 769 1400 107.0 I 3a1 I 699 1408 fK41 319 I GLI 1 408 1000 319 WO 1408 100.0 319 48.8 1 403 IOU 319 1 399 1 484 41049 419 30A 408 /04 U0 • •• W 481. 749 3t2 839 280 624 812 73.4 2M MG 3t2 07.0 249 489 312 032 245 419 3t2 013 244 37.0 312 01.0 244 312 M2 81.0 244 28.0 812 01.0 244 23A 312 019 244 = 009x1. 43A 281 70.6 234 632 201 619 ?28 45.8 M 837 x24 399 231 5x.1 222 SSB 2M GDA 281 319 261 493 219 26A 281 493 218 228 2M 493 219 20.0 281 403 219 '� � O 041. 78.8 247 W.5 787 439 247 a$ = 37.8 247 44A 199 329 2n 41.6 198 2&2 2n 31L4 194 28.3 247 31L4 193 219 247 3&1 190 189 247 3S1 183 t&4 247 3&1 t93 ED ED F' 801. 3S1 200 If.a 170 32.0 M 98.4 158 27.4 200 StA 183 24.0 205 2&9 16D 21.3 200 27.1 108 192 200 269 187 109 100 2119 US NJJ ® 83m 3&1 1M 3&3 165 27A t8l 3" 102 23J 1M 2S9 149 =7 1111 2" U0 "A M228 144 1&8 /M 247 a01. 2&8 345 awe 14221.0 t86 2&1 139 20A 145 23.1 138 1&0 10 21A 134 Z_ 721. 22.1 139 233 170 1&0 119 199 1R 169 t89 17A fie Ll I 7813 189 t� 19.7109 ISI 125 10.8 107 v 781. nA 119 t112 104 w TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: '� o Anabw Table ANCI30R CAP,,,a, S8ltblft 2.n &5k cm ImAO.OMU ta1.6CMU PTwbaa (DR-)Xt )=ANCHOR CAP..d AndmTfia iV16'Bao 1!4'88 6118'EIOD iro•88EW 01881e• u28tav7 012 Mad •LC'�•"°010' Aadtot•CIOPaQem9 3Ne Ebol Oo tt4•Ebot0tarm8 3nB'eoolst<anm tro•Eaolimaom 04 15084x1 Agpmf#tnr Mom A�ot• aomSted tiaea1W eS28(( USE04 esp msam @* r ave r 24W 3F.W r a vt r 2•vr r 3.1•• r &4e• aw ease• CAPACITY REQUIRED'CORRESPONDING TO AN F Q Emne.nm Ian• tan' fat4• taro• r 1.tn• 1-94• 1-ur 1-tw 1-ur 1 v4• r tale• i4v modes ACTUAL PRESSURE REQUBtB�lT FOR THE p 2Aaahma®4.76'00o.O.C./8teadaNag9e2 0X9.1 390IDs M00s 460 to 14442a 7/080 2&I On 340 M ma 8840s 91818s M1 mn Wts 680 ms OPENING,WHEN IT IS L THAN THE MULLION 4AooipaaQ41860naa/etm6aatao7589Ca911Fr9. 4038a 708ma tom taA 6m N81 3W1Ls MA 19A 67A wA t4m 6Bamo 6658e tt2oma CJIPACITY(FROMTHE TABLE)OFTFIESFI.ECTED a, 4Apftm rW.O.O.t182 AWA ,1". Mum 700®8 80Dots moms "Nos 54oa8 Mas WA 76oms 7pma Mbs ,tm2ms 682ms 05VA 1t20ms MULLION.ITWu YIELDAMlI4MUMANCI�R eatorae®oar Sm aarticy+,ta9l�Amm.1Po 4} tom 10A WA WA a8A ttm WA m% MA MR xm - 79A 710ms CAPACITY WHICH MAY BE USED TO QUALIFY t ADOIMIF�M M. y 1959* 1Mms 2251aa 4451hs 827mo 1350A 14005 177 ma 3WFa tMms 31216a 4730a 170 ma 221 ma no ma ADDITIONAL ANCHOR OPTIONS FROM THE 2Am6•s61.tr WAO.CJF4� Bk 24005 310105 taA lila 1NA M% twms Nm xm M � WA Mims 4488• sm s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AIS ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: TABLE NOTES: } PRODUCTRrmw • • • • _ I 1)SEE SHEET 1 FOR INSTRUCT(oNs ON USING THE TABLES AND SHEET 28 FDR INFORMATION ON LOADING. JI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOD. � 1.0or 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENINGWID"IM ISALLOWABLE. FIGURE 3)MULLION AND MULLION(LIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIAkENSi0id3,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTfWTfONs SHOWN ON SHEETS 2123. zed `L111 t 1 III/,, FIGURES SHOW SUGGESTED APPROXIMATE HOLE LOCATIONS. ANGLE(IJP MUST BE USED IN PA0i8. 4)SUBSTRATES CONCRETE SHALL CONFORM TOACI 301 SPECWWATIONS.HOLLOW AND GROUT-FW.ED •1� �C�4�,• I !((F �� FIGURE4: FIGURE FIGUREO: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE %{CE YELLOW SOUTHERN PINE WITH AN SG OF OA&ALUMINUM SHALL BE 8053-75 AND BE A MINIMUM OF.12b' f *: No�7� :y4 THICK.STEEL STUDS TO BE A MINIMRA4f GRADE 33 AND 04V THICK(18 GAUGE}STRUCTURAL STEEL TO BE AT 1'X 2 X.faS M19 LION ® LEAST.12G AL.#1 AND AAM.ALL RS INTO WOOD OO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND O t. • • THE 1i4ATt3tiAl.8loNi$12ANcrloRswroWooDMAY�srEE.,15$s.s.oaaloss. l�O, Q �g��S •:�' is" IVAL i5% • A.UW R.P.E. FL P.£.8 58705 . . ... ... ... ... ... .. .. . . f.• . TABLE 2A • • ... muftn Capacity Tabu •• • • .• • • •• OA�9 Witiib((artaiNoelbl4s)�mvling m>mA113).r tdng H t(Oor m+ffiore) • s � 000 Wm W1. Tom Wfn eom mom 12=0 AM 1. • • •1W1. . . . . 1 x2x.376 Inamre 71w6n0 �i 7L-ft Leetrav Loasre Lmf 7L=ft 14ad9. Loft so LOX" WOO LomFre "-,ft Loaft I Looft ••• • SYa ma- I fill I h I h I I h I 1 11 1 1 1 h I h I h I I. I11 h 11 ]fi11 11 ll ti �1-- 42m 170.4 620 1=01 438 191.8 662 170.o 479 12&7 Sae 174o 5m 113.6 an I s 513 mos fist me 917 ane fiat 18&e 617 17B..7 Sae m&8 817 01.9 882 t8&9 847 ISS7 4681 IB&e 81i • •• W 481. 121.5 !W 19&0 40 1014 907 1112 40 88.8 607 m&7 400 7&0 W7 IMS 399 67.8 W7 09.8 397 W8 807 89.0 386 8n7 807 WO WS 43.4 907 SRO 399 8&A 807 6e.0 38B 1u=LJ 60.@515 =I 468 1146 379 S&4 469 89.8 371 741 458 9n8 304 Ste 468 648 3W 67.6 458 81.3 351 818 458 S&0 3W 43.2 458 WO Saw 37.0 168 8n0 368 324 4W 8&0 368 � N 840 8&4 4m 813 330 712 400 MO 329 610 400 727 = 63.4 4m 67.3 3m 47.8 4W 610 316 417 4W 82.9 314 38.8 4m CIA 313 W.8 4m 818 313 2&7 400 918 319 801. 823 324 6&9 276 81.0 924 87.8 270 446 8� 512 284 388 324 48.9 2W 348 314 43.9 257 311 3044 410 � 20.0 =4r 283 212 324 416 253 1&8 3m 40.8 263 631. 63.8 281 67A 262 44.8 206 412 248 3&4 294 43.8 241 3318 294 W.8 = AS 284 371 224 2&8 286 3&2 232 224 284 230 192 284f.4' 230 1&8 284 33.4 230W m 48,8 289 49.6 230 39.0 289 414 278 3&4 288 378 221 292 2W 341 2m 2&0 288 31.8 218 2&4 200 2&8 212 1&6 2.68 214 1&1 268 209 146 288 27.7 Z9720 38.0 276 37.8 19830.0 ?ffi 322 191 2&7 ??6 2&4 '188 228 226 286 m8 20.0 226 2&$ '1&2 180 ' ?2.1 'm0 1&O 228 177 129 T2b 178 11.3 226 m.9 178 "in 3" 202 32.0 177 288 202 272 173 21.9 2ffi 2319 170 m2 205 218 187 17.0 202 18.7 m8 m.9 202 18.4 183 128 200 180 me 202 189 U 202 %a 168 �Mm 28.9 102 2LO 98 21.8 m2 2&1 165 2&2 192220 92 17.7 182 197 iW 16.7 tae %I 157 142 1B2 188 mS 118 1St 162 1n1 192 1W &e 180 142 so W 1. 18.8. 144- tao. 132_ m.4. t44_ ISI 128 a_ m1. m2 127 19.8 113 H G TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: in AlroborC T ANCHORCAP.,,,,,� LU Q Q 2.7kommia 3.ft C40o. IO18wt CLU! 186d= PT Woad um (�)X( )=ANCHOR CAP. � Btm•Etoo 174.88 Vw Ebo Nr as E0o StO amd 914 m d 028[45 MIRLK)N CAP.,,,„,„, F Aa4do7COpPaneme Atw9w 3tm'Eoot60m� V4 Ebotl6tacal 311WSINtamma *WE1.otfAmm Q t Atm [19180.1 A eorea(847 ewe9(� Eaef t� USE ThI8 FORMULA TO OBTAIN THE ANCHOR EgOe ow.we r 2.91 r aur 3•NB• r aur r aur r 3.91 r US' om 0324• CAPACITY REQUIRED'COA�ONDING TO AN pQ, O EU0000 xB tars tarr 1514• 13fa r Mw 1-a4• 1-us I. 1-U4' wt r 11w I_W � ACTUAL PRESSURE REQUIREMENT FOR THE � A0 bna4. C.I a C8pm 3900® 39005 8808• IN490 2MB9 ME$ $64 BS 744 BS 48. fie Bme. 180 t OEM- OPENING.WHEN 35406 LOWER THAN THE MULLION 4AwWM 1411684.0.4251 n td(a 1m70�at 400 Sm 74009 WA NU WA K% 380 ma WA NSA WA 801 WA 882 BS 8689 112005 CAPACITY(FROM THE TABLE)OF THE SELECTED 481421.8 TmkLOLQ1f*a6M0bl7Ey97028.3)< 740&9 MOBS B80B9 wome 18880♦ 64009 6W09 mw mom TOM emw 18920. 602®9 SSSBS 1t9405 MULLION.IT WILL YIELDAMINIMUMANCHOR 2 Ambn@4.W h*L 0.4 t U4VA Lam.tWA.m.(Fq.47 WA N81 WA NW NW NA WA WA N 881 WA 1118 N7A NBt 71609 CAPACITYWHICH MAY BE USED TO QLHWFV IAmbw1FTpft : "S Oe N560 229BS 419es 32YBS 13689 t400S 17700 37405 wS• 33205 414 Ss 17485 221 Ba 2W 8. ADDITIONAL ANCHOR OPTIONS FROM THE 2Aaob=01.11611..40/F-Op 24000 360to WA WA NA WA 18089 WA WA N% N&4 N7A 31189 442 6W Ba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESASTHMANOARD CLIP. RE 1: FIGURE 2: TABLE NOTES: °0 Anohb Igarlda/yam' • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADHd[i. tI• � 05. • • Od SEE SHEETS 2-4 FOR GENERAL NSTALLATION METHODS tow r _ �s 2)LINEAR INTERPOLATION BETWEEN MILL LENGTHS AND/OR OPENING WIDTHS 14 ALLOWABLE. aid FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-2& t t 17 t r • • • • HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SWEETS 21-23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 381 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED = *: No.68705 FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083•T6 AND BE A MINIMUM OF AW r X T X.376'LOJLLK7hi THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �Q • LEAST.126'THICK AND A3S.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND r j � S ��: • tk THE MATERIAL 010 6&12 ANCHOR INTO WOOD MAY BE STEEL S.S.�410 5.8. ;��5••FCORIDP: � AL A LVPYN MIL R.P.E. FL P.E•0 58706 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • •• TABLE 3A MIII0071 Teb{e • • • • • ••• �� Open"Wk101 prvela wdomm 4)orOpening He (rot 119tH •i i• vie win BON 7010 BON WN 10010 12810 N46N• • • =we* • • T wm. Rwtwa r Tra011101 g. 1 > 14 r 7 • • • o, Yf Iiq .376AUM Lw•q Loaft 1 i� Loa" LwOag Load" Loaft Lwfp Lwft Iee&B �9 • ••• • �� Tube vAmm floe •• z CIN 170.0 626 170.0 490 1708 710 170.0 479 1740 80 170.0 BOB 170.0 892 170.0 819 170.0 1116 1708 WI 170.0 1240 1170.01 621 140.7 1301 1708 021 1278 1901 17M 021 dim = • 4810 170.0 708 170.0 824 170.0 850 170.0 684 1440 892 170.0 830 170.0 7198 1708 861 1514 1139 1701) 677 1384 1199 170.0 115.0 1189 11M We WA 1138 A 80.1 1188 708 • •• UTJI 6"Ill 170.0 747 tme 883 170A BBB 1701) 691 167.8 1032 170.0 884 1468 1032 =.a 723 150.6 I= 170.0 747 117.4 1W2 17110 768 818 103? 170.0 708 WA 1032 110.0 768 73.4 1032 170.0 708 � N 6410 LU f70.0 797 Veto 612 181.3 807 I70A 881 1382 W7 t867 703 1208 867 IM M IOTA ON 149.0 714 86.8 BW 14L1 710 BDA 037 1408 703 88.1 037 140.0 TOB BOA 007 tike 709 t41.1 AB MIA 026 i17A 799 130.3 811 100.8 703 116.0 603 882 798 100.2 030 la{ 7J8 a" SW 70.6 793 95.1 678 88.8 73B 608 798 918 671 44. 736 91.8 574 (9 WN 668 190.0 870 !WA BBB IttA 603 678 668 88.8 047 762 869 801 630 03.7 SW 838 Wt 608 BBB 79.8 Me 808 78.8 621 886 70.8 821 3&1 We 75A 621 1008 1167 1124 022 033 6N 88.1 811 787 W7 OAA ON 662 BW 77.1 403 688 BW IIA 438 83.0 W7 674 481 442 803 WA 378 803 62.7 474 33.1 807 03.7 0.4 W0. 7210 6fA 610 OS.6 0.9 p.0 610 738 034 88.3 10 84.9 428 S1A 610 578 119 6i4 610 69.8 {13 404 810 608 403 84.0 610 458 403 292 810 464 388 26.8 810 443 388 7910 898 469 728 403 03.8 488 81.7 3ffi 48.8 450 661 386 43.4 403 484 978 388 466 0..8 379 947 0.B 418 303 2BA 468 031 882 248 468 388 31� 21.7 14H 36] 368 Z 7810 842 438 WA 381 WA 436 688 373 469 0.6 486 8B8 401 186 467 330 36.7 136 40.9 303 3L1 0.6 36.1 351 214 495 UA 344 228 438 03.9 341 20.1 436 322 310 7 a-• � - SON. ..4k8 327 13:1 -260 868. 327. 884_ _288--2a83V 31,8. 280--28,1- _827_-2a9- -2F8--Z1,2. 3V_-26.7- -277--268- 327-23.7- 286- .178. 327-218- 282- .t4.0. .927- fB.S. _268. Q ` O WN 3M 287 30.4 037 2$7 287 20.9 214 287 26.0 248 218 203 29.1 214 tat 287 208 240 17.21•817 183 237 UA 287 198 292 10810 282 227 26.7 206 20.2 227 208 201 17.3 227 188 161 ta0 103 {jj X 11110 223 216 227 191 tab 210 10.1 101 188 210 784 iW n Y EY18N 17A 184 178 1W V X Q 3 TABLE 36 ANCHOR CAPACITY ADJUSTMENT FORMULA, Q � .� � r 701310 [ANCHOR CAP ",.. SeDluete .TA WONa. NWOa19A1f F4feaC891 P7Yho4 � (�.w)Xl ANCHOR CAP.- A081• 3rtir amL,mmm im N am 51 Q°O w Eko upwm twmum om Vr 86 V=SW E100 tW 88 ETm MOW 812MW 11081411 P1) 10naoo0 owADp Odd 1Po=3 AWPWS r saes SCIMM 8aev(86) USE THIS FORMULA TOOBTAIN THE ANCHOR 1" 244 1• 2. 3 NS T 2-W V 2-tw r 3-tw T 0.46' air a" CAPACITY REQUIREW CORRESPONDING TOM 1af4` -1w- lalr faN• z 1-tw t tar 1-1/r I-ur 1-ttr t-tw z tare 14W wase ACTUAL PRESSURE REQUIREMENT FOR THE Ortl83� BFg. 9B00s 1508* imme BS 2706* 2800* 3640s 70305 490. 66410 94605 31105 44265 Wp OPENING WHEN IT IS LOWER THAN THE MULLION 150.5 WOIDS NIA ruA _ w1) 380 Ills_ NA _ WA _ WA _ ma _ ►n1) sobs Mon Ifaaoa CAPACITY(FROM THE TAME)OF THE SELECTED 4 A0011M 03'Mh o1).IT4)2e8Ar*Cffps/ft. 7808* 7800.0 BBD IDs 18800s f888BS WFA 8800* NN 78003 7400s 880les 188203 - 182 Ne ppb 03- 1tW0e MUM ITWILL YIELD AT441N1{dfLMANCHOR - s AnoOo*®R46'Atm 0.c rLLtip.NN.128'ABmi.9B.4k NTA NIA WA WA INA WA WA WA WA WA IBA WA WA 1011 716@3 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMh*1 F42P O6.6k 1WPo5 196•s 228 Oq MSB* 87201 196M 1400* 1778* 37000. Mile 3328* 479 Bf8 17001 221 OS 2800s ADDITIONAL ANCHOR OPTIONS FROM THE 2Aw6e• 1.%•695.0.131 MBk 2400* 38003 WA NO\ NIA 128 1801Ds 1tIA NM NIA .- WA 3910* 1120* 6860s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. /'�� b11C1'REVOID (: :JgRCLED VALUES ARE USED 84 THE EXAMPLE ON SHEET 24. �F C1PBa ii Too FIGURE 1: FIGURE 2: TABLE NOTES: • • • • --� 1.000• �--- • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 1?lod0ot Co1atW SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. TUN _ FIGURE 9: - _ 2)LINEAR INTERPOLATION ATION BETWEEN MILL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLEr7 ``��0��( 3)11619.L[ON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 81ETS 21-23. -2.780'- : , ;. .4\GFNSC'••.. • • • HOLES TO BE DRLLM IN THE FSA FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143. FIGURES SHOW SUGGESTED,APPROX6NATE HOLE LOCATIONS. No.58105 ANGLE CLIP MUST BE USED IN PARS. - = 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - FIGURE 4: FIGURE 8: FIGURE 0: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G91o.WOW SHALL BE PRESSURE-TREATED 37� �: r r�9!s �z YELLOW SOUTHERN PINE WITH AN SG OF 0.06.ALUMINUM SHALL BE 6083-T6 ANO BEA MINIMUM OF.12i Q SATE F • { GAUGE)STRUCTURAL 1`X27GX37S8dlJLL1071 i�� ':°COIriOP.•' �� • THICK STEEL STUDS TO BEA MINIMUM GRADE 338100.(tali"THICK t8 • • LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND SSF �r1G THE MATERIAL 870&312 ANCHOR INTO WOOD MAY BE STEEL,18.0 S.S.OR 410 S.S. A LYf��dI1LLE`i�,P.E. FL P.E.0 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 4A • • • • • ••• lttt�otl Ca Table • • • •• • •• • Openble vRm Oor nuff-)trcOpeMtlg Hawh!0w ro mt } • • • • •: • : :•. � � wm wm 7010 sour so roost t2ora 741010 twm • ••• • 1 x 2.78 x > 7a>➢tBtatD. Reata9�im > Rao 1 mmt•r9tmr T Rmwnm ar m Ta6Jfdwlg. > TioNnmtg. TteprNtmg, p u 980AIum. Lim taamn9 L48Qtm Ltt t0� LmAa9 > LoaWp Loa tlg 1 1 Load09 taada8 Loadtg toffit8 b'Y Y Tww co w10 178.0 1740 43B 170.0 IM 170.0 478 1710.0 IN 770.0 800 117M 892 170.0 618 TM 1718 170.0 621 ITU 12M 170.0 521 7740 tow 170.0 521 168.7 tMWO 170.0 621 Ime0 1820 170.0 alt • ••• •• _ 4610 1780 708 1740 624 170.0 6W 1740 584 170.0 88= 1740 00 170.0 1133 170.0 861 MA t275 170.0 W7 170.0 ton 170.0 M t4t.7 1417 170.0 660 1215 1417 170A NO 108.3 +417 Ino No 2 80M51n t7a0 747 170.0 683 178.0 686 170A 631 170.0 tOW 7740 884 178.0 1195 170.0 723 1828 1285 170.0 747 148.3 1288 1840 760 121.8 1288 170.0 768 104.5 1288 170.0 768 01.4 1288 Val 768 U N IN LL O 8110 MA 707 170.0 812 170.0 SM 179A ON 170.0 7118 170A 781 MY ti30 770.0 603 139.0 it30 1TOA 837 120.8 7180 1740 868 =A 1130 MO 881 88.1 100 RM 667 78.5 1130 170.0 681 8010 I= 886 1740 701 1495 916 tell 781 126.4 ON 1444 748 709.11 918 132.3 738 075 916 123.0 M 875 7118 1165 720 732 015 114A 7173 628 11111 114A 718 61.9 018 114.4 718 � J 6310 W3 830 1&0 770 72L5 830 7389 894 1086 830 1232 687 940 830 7122 870 845 830 4045 882 75.0 890 9874 868 813 10) K. BTS 862 870 0bt BNB 47A NO OU 949 � Oslo IAT 7107 740.8 868 1710.0 767 like 0) 94.3 767 t�A 824 O5 787 88.1 614 734 767 89.1 BOB BBA 787 842 800 685 767 785 693 472 W 782 6111 47.3 757 782 WI Z 7210 701.7 896 1085 642 at$ 898 NA w 727 898 Bat 590 B3.0 836 722 821 t�.5 836 BB.B 874 60.0 BSB 82.3 424 872 d98 lag 839 w.9 31.9 838 662 497 ILLLLLIII 7x10 886 871 064 408 721 871 As 488 1 WA 00 861 wt 60.0 471 460 571 55 487 432 671 610 � SB.O 671 475 481 l0A Wt 445 447 275 Mi 44 478 Mn 888 642 834 474 88.7 842 768 4810 67.1 612 at 458 AlW 65.7 448 445 50 SiA 40 405 6B 475 437 33.3 W 425 428 285 612 48.8 05 265 612 441 423 9010 821 407 537 let 0.4 407 465 664 372 407 885 348 325 407 36.3 843 no 407* 37.1 898 no 4W 20.8 334 219 407 28.1 907 185. 407" 2ti1" "57L- 707 40"230- 8W" - 0510 4Z9 356 A.1 920 365 358 372 314 AT 368 32A 308 295 339 288 901 235 l88 241 300 21.5 388 24.0 2W i7A 366 21.0 289 i67 Wl 192 284 70810 At 283 Al288 2LI 2i 285 At 21.5 263 225 247 185 283 HBA 244 167 283 185 240 161 283 108 257 a N W 11101 2r5 1W lad 142 251 29 238 238 168 207 205 238 17.3 287 782 231 WA 287 785 229 120 at 22.0 '0.9 ?l3 18.3 228 165 205 167 229 782 202 (~,} Q 3 Q TABLE 4BANCHOR CAPACITY ADJUSTMENT FORMULA* Anahai Ta15e « R74Csnoem 15L0•m. Ifoomcm t1668Caw PTiVxd MAW (DP)X� �m®'�vANCHORCAP.- � EeIW 86 6 w mw ur es Om M Mad C �128W Mad MULLION CdW..m„v, AtmhorCRpP�m• 'TWM srte Bm°t> en Q00 8006 nsgo 1btm94tt 9ns�°1 n G°0�0°° App t Agpeftw 810 ((35)9om63O 90004 USE THIS FORMULA 70 OBTAIN THE ANCHOR Edpas 6p r 2-tw 1• Mir 3.08• P 24W r a-ur r 3.1rr r 0.46• 85r ens CAPACITYREQUIRET CORRESPONDING TO AN EameMleWHSN• 13tP tars 1-3W r 1-u4• 1-tw 1-1w 1-t/T 1-N4• t-tw r tare 1-w vaft ACTUAL PRESSURE REQUIREMENT FOR THE 2Attoltae�4. MOM a �. 990me 390109 460ma =9' 1814169 ?W BW 2w ms As 7 Be 37 0�9 1184 B4Bms 317 as 6wms OPENING,WHEN Rt3 LOWER THAN THE MULLION 4 -V 4 O M I apBatB(a06e0(dy(Ftp.27 4wms mobs MA IBA WA WA 380 ma WA � WA - WA WA -WA - t392m9 - - tiwme - CAPACITY(FROM THE TABLE)OFTHE SELECTED - 4Amhota®3•Bm.O.a/�2a5*&Cmo/d.sk 7801.59 mm. soon 16mms t888ms 54oft 6wms 7wms 748106 Bwms 1892ms 682rae Immo MULLION.IT WILL YOM A MINIMUM ANCHOR 2aaadweep645 wa oc/tatep raro.126rAmm(FO a> WA WA W WA WA WA IM WA WA 11% WA WA Nm Tums CAPACRYWHICHMAYSEI�DTOOUALIFY t Ata9Av/Fimp(Rg.6k 195 ms 19511. sw ms 446 ms 872109 138 ora 740 ms 177ms 370om Ime 9321ae 473109 770109 227.5 2wms ADDRIONALANC ANCHOR OPTIONS FROM THE 2Aaotmm t.m•65a.0.CJF 2mms 368 ms NIA WA NtA WA t1.9rs WA tirA WA 1iW WA 3N ms 442108 5mm9 J=CA TABLE. RBV138D NOTE FOR THE OFFSET(LIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. aCIRCLED VALUES ARE USED IN THE EXAb1PLE ON MEET 24. tr&b Ih0 Florida FIGURE 1• FIGURE 2• TABLE NOTES* No • s • • --1 1� r 124 i)SEE SHEET 1 KIR I43TRlIOT1ON3OAl USING SA181E8 AND SKEET 26 FOR INFORMATION t)w LOADINCN. • • SEE SHEETS 2.4 FOR GENERAL iNSTALLATION METHOD& P slut!corral ttj1it 11 Ut 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDHIR OPENING WIDTHS IS ALLOWABLE. \ FIGURE 3 3)w"ION AND MULLION CIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMQNStO NS,SEE MIMS 21-23. 2.7W� ......., � ' • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,58705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE TREATED '•° FIGURE 4: FIGURE 6 FIGURE 8: YELLOW SOUTHERN PINE WITH AN SO OF 0.88.AL.LMWUM SHALT.BE W6345 AND BE A MINIM OF.128• '• THICK STEEL STUDS TO 1E A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT %fix"'.• R ATE • LEAST.125 THIO(AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 7•X LM X.8611•MULWN i �` •..COR10,. \ THE MATERIAL 010 81112 ANCHORS INTO WOOD MAY BE STEEL,18.8 3.8.OR 410 SS. Il fr ONAL 11*,.. A.LYNNiLLER,P.E. FL P.EA 56705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 5A • • • • • ••• IC + !0 Mtt to Tab[• • •• • Opat00BWm(forvluloel�lq>susingltaWare)or0 IrmHoiw"(br mtem19) • • • • •. • : :•. mb 60113 "to mb BOB "Din 12aIn 110b 6691 16Db••• • ••• • T#e➢Iffim®. TtapCFtT�g. tieetatOW. lir�p71d.19. 7)apt0lt4g. 1i3P�• Reemtplm TtapRl.g. 1> 1t 7�plfdmg >+ 1"x3.128'x 10110138 ft @ Lmdre p toadDg 1 ,9�$• Us""6p1.R Los�tg LaadOg Lot" tom"1gp�B laadO8 Lo01me toadttg Eaft p ,�q§1imft Leaft Leaft q jQpl�oaft q Sze "YY •W ARM Tt&s No g g e ti� i1g (SI •" ••• ••• I$ 6� it Qb 170.0 820 1702 435 170.0 744 170.0 478 170.0 886 170.0 608 170.0 1191 170.0 ate 17130 1118 tmo al 17me 1240 170.o 1321 170.0 14a8 170.0 521 170.0 1738 17x0 1321 154A 1802 170.0 m 48b 170.0 708 170.0 524 170A ✓130 170.0 664 I= M 170.0 830 170.0 1133 178.0 881 17&0 f?16 170.0 677 I= HO 170.0 6m 147.7 lin 170.0 880 136.1 1677 170.0 880 1182 1671 170.0 !60 2 a � 5OA25 t0 VU 747 170A � 170.0 896 170.0 631 170.0 1018 170.0 684 170.0 1793 170.0 773 170.0 136 1740 741 170.0 1494 17a0 768 141.7 1495 170.0 758 121A 149 170.0 766 168.3 1495 170.0 7611 5410 V11.0 707 V0.e 812 170.0 068 1780 891 77138 1118 170.0 734 Vao Im 170A 1310 tta l 1401 17" 837 148.0 1401 170.0 858 124.0 1�1 1700 801 108.8 1401 170.0 881 1X44 1401 17130 661 tcQ30 N 60(0 1780 886 1700 701 170.0 1083 170.0 707 168.5 11138 17&0 878 130.7 1186 167.0 918 1233 1158 166.6 917 111.0 1186 149.7 910 M5 1158 144A 963 7&3 1166 144.6 903 89A 1166 NO W 8367 170.0 030 170.0 746 me I= 170.0 an CRA Im 1659 6W me 1040 141.7 W t00.6 18(9 132:0 we 88:9 7919 126.6 828 7&9 1W0 tt9.3 w 881 1049 1ta0 m 6" 1049 7189 No 88b 188.0 966 t70A 780 139.0 B� 181.3 801 11&1 955 133.7 788 1042 868 121.4 M 821 = 112.0 768 83.4 986 108.4 787 891 866 991 749 691 836 08:7 748 611 858 8137 TM Z 72b 126.8 803 13.08 807 107.0 803 ft4A 882 911 807 101.1 1370 80.3 808 012 711 33 839 819 81.2 668 7&8 BQ 6:46 809 722 892 441 &Xt 89.8 40.1 800 �.7 821 Z 78b 1082 721 114.1 Big 911 721 671 818 781 721 83.1 906 99.3 721 761 5� 807 721 70.1 888 841 721 88.4 818 65.6 721 614 Q88 391 721 6138 864 84.1 721 88.1 483 78- 101.0 064 MA W 84.2 661 884 59 722 664 78.4 578 at 884 70A � 11&1 681 64A 688 6136 864 6&9 651 421 884 51.1 541 38.1 884 51.3 638 3.0 684 5M 634 Win 6" BH 67A 456 84.8 814 WA 415 47A 614 6" 440 41.1 614 44.8 433 38.6 614, 401 427 329 014 37.3 421 27.4 914 33.0 4/2 -261 -614- 6.4 409"-289- 614--29.0 -403- Do 403- - 98b 84.2 452 657 404 452 452 VA 390 3&7 452 40.9 390 33.9 451 3&4 3111 3131 452 329 378 27.1 482 30.8 873 22.8 452 29A 388 t9A 452 ffi2 369 18.0 4V 228 355 X P lo81n 30.1 sa 36.9 372 31.7 367 313.7 317 212 357 28.4 812 23.8 357 282 308 21.1 357 227 303 181 357 2139 209 1&0 967 18.0 283 13A 357 182 261 11.0 367 i&0 283 aN- litIn 3&1 338 30.8 308 202 33 381 801 28.0 988 28.1 298 21.9 338 23.1 � 181 336 209 288 17.8 399 ISO 284 1" 338 18.6 278 121 Sm 141 273 Ito 338 13.0 2M N dj 12010 27.7 289 21.2 283 23.1 289 23.7 289 199 2m 20.6 238 17.3 209 1&1 20 184 289 1&3 2411 13.8 289 14.0 20 11.0 289 12.8 240 0.0 280 11.4 238 0.7 289 MA 232 ~ X � gO TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: d O pikowAKS alaOm¢. OffimG101 I Fftac39 Pywad Jim (Op..)X(ANCHORCAP.,o,®,�vANCHOR CAP.- QIIG� H4'98 Ek Bt1501c0 04.89 Et5 04081EA t1F28tee1 1M28teD1N�"°"""+' A0Um1 3tt6'E1WS8WCm 04'E OUtbeCOn WICBMWOM tic Eko11R0top A6cborClpPetbate UAmcon Aggre�tor u1641.d1 A99•aa5r lDgmro ftm(m sa=ps) USE THIS FORMULA TO OBTAIN THE ANCHOR Eapa oua- r 2-Vr P 2-NT $.1x1' 1, 2-117 r 2-9rr 3-10r 0.46' 1354 0924' CAPACITY REQUIRED'CORRESPONDING TO AN EMbedust VW 1-&4' 11314' 14W 1 r t-iAr f-w' INV I.tW t•tw 1-114' r taw /13114 vans ACTUAL PRESSURE REQUIREMENT FOR THE _ 2AWM 34 P80¢0WIa (Rg 1) 890 Me 39096 400®8 090 on t8M IN 2MOM 280 me 96409 74oft 3 6701 404 83 ele 05 $101 442-28 OPENING,WHEN IT IS LOWER THAN THE MILLION 4AMRa8 1.16'17310.0 l BbnM OBE 2) 46009 70D WS UA tuA WA WA 3606• IUA IUA IUA 10A - ILIA - EB203- -106ffi- '112008 - CAPACITY-(FROM THE TABLE)OF THE SELECTED- - 4AMbs®3•mm.O.C.IM215At 103997 7mms 7m On MRS as Maros 840ms Wa• IUA 7m-3 74a90 88006 t8921t4 6112-9 886-4 112008 MUWON.ITWILL YIELD AMINIMUM ANCHOR 3A1aMd @O.WU&M O.0./UtHIp,bb.t25 AW10. 4j IUA tuA IW UA WA 11A IUA tuA tuA WA WA IUA I tuA 1079b CAPACITY WHICH MAY BE USED TO QUALIFY tA8crX1F 196®3 19608 'Lffim9 4461e6 822 04 1Sam9 140-9 17704 9701 187 me 392013 479®3 470-3 221M X00• ADDITIONAL ANCHOR OPTIONS FROM THE 2AEtln•Qt.IV IAA O.WF 24008 960-9 IUA WA WA - 10004 0/A IFA t0A tuA tW 941 m3 4V m3 660813 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAR CLIP. �Rh1bYeC(h�FMltida FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADWG. `. • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1111 111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3.1213' � %44,VYNAI...., 04, FIOU 3 3}MULLIONAM44ULLMCL)PS SHOWMARE NOT TO SCALE.FAR.EXACfA(MEN$IOWSEESMETS21-23. `��..'�fCENSF' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. � • • • • FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATE&-CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FRIM CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C cA WOOD SHALL BE PRMS)RE-TREATED FIGURE 4. FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SO OF 0.56.ALUMINUM SHALL BE 6063476 AND BE A MINIMUM OF.126' i �� 1'X3.12b'XSMtIILlION STATE (C/� THICK.STEEL STUDS TO BEAMINIMUMGRADE 33AND.046•THICK(18GAU(W1STRUCTURAL.STEELTOBEAT (1'VFMa)LLION) ''O��S':FCOMOP.• G\�: • LEAST.126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ® THE MATERIAL.$108812 ANCHORS ONTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S S 'ces10NAL U�1J��J A LYf f'fSt �t P.E. FL P.E.$68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 6A • • • • . 000 $ MuRton Capacity Tabor • • • • • • • • •• OPg� (�+e�* 49 EA)o►OAe• SHeigM(�holimnmtyspe nuftm) •0 0 • G! wm 801n 70 in Mm "in twin 12009 Hein ••• • 14101.••• • 000 • Reaknaft Tmomm•. Recbradu Tm918fo1g. I TagEsm. pedsorlet I Twomm Rtc m lfapll RNW&O r 7 Wrftg. I T lx4x.126 Laaft foasm LOa.n9 taeAn9 I-ft Laaft Lad•tg Loa•a9 Luaft Loaf9 Load6• 1w•n8 tmft 1 temkm lmv Lmft Ift tg Y a111R.Tutre 1-1 if- I I I f - f . ru 42m 170A 010 170.0 438 170.0 744 170.0 478 17U 808 170.0 608 170.0 912170.0 619 170.0 1118 170.0 621 170.0 fa49 .170.8 821 170.0 N66 170.0 M1 1(6.0 14M 170.0 Oil ®R.4810 170.0 708 170.0 624 170.0 860 170.0 801 170.0 882 170.0 830 170.0 1139 170.0 861 MO 1276 178.0 877 188.3 1309 %TAG M 18OA 1900 170.0 880 111.7 1303 11&0 900 ROA 880MW In 170.0 747 170.0 689 170.0 808 170.0 6N MA tM 170.0 684 170.0 1186 170.0 . . 140.8 1235 17&0 768 117.1 1236 170.0 768 100.4 12.06 170.0 768 ROD 768 84m 80.0 m 170.0 812 170.0 868 tM0 881 170.0 lite I= 764 154.4 1168 170.0 803 1372 1169 1710 ON 123.6 5168 170.0 648 tM 1168 17tO 861 SU 1166 RAO 881 772 1168 RO.O 661 00 00 Q 90 to t70A 868 170.0 701 160.7 1042 17.0 781 142A iM 161.1 11$ 12&1 10R 14&7 Bill 1111 1042 1380 801 100.0 1012 1902 781 89.4 fM 126.1 7M 71.8 1042 128.1 7M 828 MR 12LI 7M 63W 170.0 930 ITOA 748 1812 992 I&C OW 120.8 9M 144.4 789 113.4 092 134.0 7M 100.3 082 M1.4 788 90.7 992 IfU 788 738 902 SO&4 748 84.8 9R 109.0 7M 66.7 992 108.0 734 6891 188.4 OW ROA 7M IVA 9W 14LO 789 11&5 6W 1301 788 f02A 917 117.7 762 91.0 AW 109.7 738 82.7 9W tM2 727 88.0 847 RU 713 M.1 947 94.0 711 81.7 817 91A 71t Z �' g 7281 1368 849 1427 737 1132 NO 121.8 722 07.0 848 108.0 708 868 849 8&4 NO 78.6 049 089 888 67.9 OW 62.7 678 89.8 SO 76.3 638 488 B49 720 BM 42A 849 72A 6N 7801 118.0 7M 420.7 088 89.3 782 tOtB BM 82A TM 90A 810 721 BDA 879 04,2 7M 741 829 B7A 762 612 613 4&1 782 OU 602 411 752 69.9 687 X1 N2 69A � � N Z 78b 1088 721 111.4 SM WO 724 94.8 621 78.3 724 878 809 (48.8 724 74A 09 604 721 88.1 691 694 724 694 63 468 IIA 57.3 673 382 724 54.3 687 3&4 724 63.6 886 P ice••. J Q 9091- b&8- Sp- .TfA- ,�3. 68A- bq. 80.7 AU. M.7. $p- ffi9- 486- 43A. _643- 47.1. 488. _30D. .6W- .#D. ,�2.1i.8_ dll. .39.8. 448-1 29.0. bq. 34.9. tl8_ 248. 019. 30.1- 430.212 BTG- 9&7. 428. � O e8N 67.9 {78 88D 627 478 478 48.7 419 40.9 q8 43.2 412 38.8 470 30.6 403 318 478 34.6 400 28.7 478 MO 396 23A 478 28.1 366 20A 476 20A 380 178 478 212 F C las In f0A 377 47.1 311 338 377 34.8 917 2&0 377 90A 390 761 377 '�8 3� 22.{ 377 24D MI M.0. 977 TLO 317 1&8 :N7 tOD 310 14A 375 17.1 M4 III In VA 367 37.8 323 308 357 SIA 313 218 3M VA 313 23.2 387 24A = 208 387 720 308 18.0 3W atl 301 16.4 307 17.4 2% � X Y =0 20.3 w8 79.8 279 24A 308 25.1 274 21.0 108 212 270 18.3 909 192 29 t8A 308 R.3 293 VA to 17.0 2t2 172 198 4-1 X Q TABLE OB AR T ANCHOR CAPACITY ADJUSTMENT FORMULA: � submam 2.711 a 3A11 Caro.I Fled CSU PIr VAW (OP-)XC •°O°,oANCHOR CAP. N18'Ho0 U4.88 8/18'1308 Ur$S Hao OI ftW 02OW 012 MIA.LION Alrollo7C5PPBQt.na AneDm 9/t8�et>fwron 1I4•Ebo181�ao Ili--- 3/16'Ebol u4•Eb0tA98oro AZA I! eMWOM smao((M USE THIS FORMULA TO OBTAIN THE'ANCHOR Edasalum n r 242• r 24W $.18• r 2-12' r 212' r 349r r GAB• ur maw CAPACITY REQUIRFSYCORRESPONDING TOAN Embaeatani0ok 14W 14W i4W ISH• 7 MW 1AW f-tW 1-JW 1-up 14W r toe 148 vadm, ACTUAL PRESSURE REQUIREMENT FOR THE -2 -000.0.0.1 orot0410g1(Fq.-ain 1401 s90 ma - m9- 1844.9. em -4BOms- 9. _ A4dme $41 m9 44208 moms OPENING.MMEN IT IS LOWER THAN THE MULLION 4 Aricbm 022V bbd.00.I6tmdmd(orMO fRe.4 Mw 7wma Bmma 10001a OW WA New NIA 630 ma WA mma WA eases man ttmm9 CAPACITY(FROM THE TABLE)OF THE SELECTED 8Ambam@ 1.16.116.O.C.l SUnd.d(ar0ftO (F%p 96060 14wm4 WA WA WA NA 76069 WA WA WA WA WA 1363 ma IMM 2M23 MULLKX IT WILL YIELD A MINIMUM ANCHOR 4 Ambxa@ 7 Lft O.Q 1(2)2W A%ta Cps I ft07 78069 78069 880018 IMMS 1898ft SWma New NIA 76009 146 Its 6BDms imam maw mms tmfb CAPACITY WHICH MAY BE USED TO QUALIFY 8Amtm.03•Mm.0.01(2)2a6Aopta Cps1ft B): 11700• 1170@0 1020 and 23Mms 28/4 m9 8t00a 81869 WA 1140 m0 1122ms 1S' as 2Mw I=me 1327 m9 =go ADDITIONAL ANCHOR OPTIONS FROM THE 4 An*= 0OAV Wan OAIUC%).mm.12VAl m.MIT WA WA WA WA NIA t0A NIA WA WA WA I. WA NW WA 164.0 ms ANCHOR CAPACITY TABLE PAODUCrREVOW 2Ambma0Lvma0.cjr-mft" 380699300a 290 me Mw 478 ma WA NewWA 316ms NIA 4400m WA 341 m9 44268 ft as9ampbft vhh�PMt(98 4Aoobom m.tIV M 0.0! w 4me 70000 WA 1 NIA i WA I N04 1 380fia 1 WA I N[A I WA NIA WA 1BBZ ma 686 m9 I=ma B 8 ♦ •��7 NOTE FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ►� 1.000• f- Vd TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9. CenUOI • • • • • • • • • 1)SEE SHEET I FOR INSTRUCTIONS ON LM4t0 THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 11 f 4 t I I I t I II • • • SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. 2)LNEAR INTERPOLATION-BE74VEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��a .•'�1CCENNS�c' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'00.0" = No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIOLRtE 8: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - • . • • LIED CONCRETE BBLLOCK UNIT U)SS:OONCRETE�HALLI�WFORM TO O 1 CONFORM TO ASTM C0WOODD SHALL TIONS BE PRESSURE-TREAOW AND TED YELLOW .121/• '��.f�''.. a ��• SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE W83-TS AND BEA MINIMUM OF.1W THICK.STE© �i CC •.IORSOP• G� ANGLE CLIP(FIGURES680)M164T BE t/8E0IN PAIRS SAND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010& r X4'X.126• 012 ANCHORS INTO WOOD MAY BE STEEL.I"S.S.OR 410 S.S. MULLION A FL P.Ej.#687 6870b . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 7A M11tI1•n TBlHe . . . . ... �� Op-hmWiftfor Hetgdt([or MLQ-) • •: :• � sob 80b 761n 5110 60b tOttb 120b 1�b • 1p • Into* • • • R3Dl�r 7lap/rtlmg. Tom. 1hpTdm3Z RevbWlm Rema Tom• RMUM t Tiaomm2g. R RWIMVJW • • • • 1AHlN;Ttooft Loaft � ta4ft L L Icae&tB LoafB 1+0� �+�8 ••• • ��a. 9.r I al >1 r 6b 170.0 820 170.0 436 170.0 744 770.0 478 170.0 NO 1780 606 170.0 110 "Ul 619 IMO 1118 IMO 621 170-0 1247 tM01 01 178.0 1488 IMO WI IMO 1786 1740 621 I70• itp QO 429 • • • 4810 770-0 741 1709 624 170.0 660 170.0 68{ 170.0 092 1704 639 170.0 1t33 170.0 881 170-0 1278 170-0 877 IMO 1417 MW NO IMO 1700 IMO 880 1740 1893 170.0 141 1 A • ••• •• J I�U 50AMIn 170.0 747 170.0 683 VUI 896 170-0 ON /70.0 I Im 170.0 861 170.0 1196 170.0 723 170-0 7818 I= 747 mo 1408 170-0 766 -00.0 1703 170.0 788 140.0 1618 Ino 788 138.8 1410 170.0 768 � 541a 170.0 787 170.01 In IT" 106 Imel 891 a" 1118 170.0 761 1780 1276 170.0 686 170.0 14M 170-0 837 170.0 1694 170.0 866 169.0 1700 t70A 681 IVO 151 170.0 B61 120A 1761 170-0 881 m 6Nn 17U 686 1740 741 t70.0 10&9 170.0 7W a" 1240 1780 878 17" 1417 =0 1144 178.0 1691 IM.0 986 186.8 1619 170.0 1093 an 18t9 1730 1083 111.0 Wt8 478A 1081 872 1510 170.0 I= I 8310 1740 IN 170.0 746 170.0 1118 170-0 860 170-0 1302 170.0 810 170.0 1488 VU 1018 102 160 17" 1618 H1A 90 170.8 IU2 IVA I812 188.6 1768 1007 ISM we 1167 861 150 iWA 1167 � Alia 170.0 874 17'0.0 m IT" It68 170-0 006 17U UN U0.0 1002 180.8 1472 MA I= 1426 1472 MA 198 t26A 1472 1613 1130 107.1 1472 147.8 1106 9147 1472 14U 1104 863 1472 !!!! 1704 Z 72b 170-0 1063 170.0 WB 1740 1276 170.0 1009 160.0 I= I88.2 1101 1=0 1920 1429 1082 117.5 1920 137.8 IW3 MU 1320 048 t049 BBA 1320 117.0 NU 76.4 1320 1128 1618 840 1920 1186 1012 min 170.0 1122 170-0 617 148.8 1184 isR{ 7619 1282 1184 /SOA 1611 1122 1181 0sJ WB 09.7 1184 1143 884 809 1186 100.6 8'12 71.8 t164 479 833 861 1181 83.1 877 661 1164 889 N 78b 1861 IVA 170.0 9W TAA 1124 147.0M 118A 1121 170.8 847 103-0 1124 116.8 631 OU 1124 161.8 918 83.0 1124 SBA 808 892 1124 699 BW 692 1121 865 861 619 104 812 678 a- r -11161 $41. .11147 .m-90.1. 914.969. -738--772. 914.921- .779- BTA- Blt- .73,9. .712.JO.I. Bk. 868. 702- 81.0. 1411. 61.{. 899 488- 851- 642. 878- 889. 514. 640 �, 999. 851. 47.7 8647 9610 09.1 742 Nd en 71.2 742 772 612 836 742 872 "I W.7 742 479 091 499 712 861 872 468 742 489 NI 37.1 747 199 800 819 7{2 388 61b 27.8 712 3747 68{ H 10 C O lob as 0.88 s" 690 10A 616 BAB 62t 44.7 US 488 613 39.4 Bae MA 60319 BBB 9747 498 319 688 362 4az 28.1 688 209 181 22$ 888 289 472 19.6 686 267 488 N n 11110 W9 w 88.8 603 IBA 668 {947 495 412 686 42A 487 98.0 6O SBA 480 380 888 342 178 288 661 31.9 4W 219 868 :�.1 487 21,8 868 269 448 189 668 224 /42 x Into 469 478 4.4 489 98.0 476 39.0 428 328 476 33.7 420 289 476 789 411 289 NB 209 409 228 178 2{.8 404 18.8 478 21.1 396 18.3 478 187 9W i{.S 176 17Z 361 F X Q i41b 261 330 247 961 720 284 951 t8A 33D 18.9 207 189 3m 17.0 288 i-. 0 a TABLE 7B ANI;HOR CAPACITY ADJUSTMENT FOR6RLA: Am bwCqm0vTsbIeobsj 3.8111Lb. FtadOAU PT VbW Mm (DF,�)X{ -ANCHOR CAP. -� 8118'838 1/4188 BtN'Bw U4'88 Moo NO 80331 N280:e1 N2t$eetC'�.gpOO'° AnOwClpPeftme Aaswt 9418 Ooot6bwgn 1/4'9ootlmlaan LOW= 31181BooU1a106a tME6oUmmamAgWftW item AgWoOdW Sa=(N SCM@M 8=W(CM USE THIS FORMULA T009TAINTHE ANCHOR EepeOtataweM r 2-Vr r t100 3-IV I• 2-ur r 2•V.- r Stab• r 0.48' OBr oW CAPACITY REQtWdV CORRESPONDING TOAN E 0 1310 1314 13181 r 1.114 1-or I•IN1 1.1311 1-1151 1-1141 r 1301 138' ACTUAL PRESSURE REQUIREMENT FOR THE 2 4 O.G/ 06xft2p(R0.162k SSOmo 704488- ms. -564 P. 7,07' -V6ft - -eBdl4s. ms _ 1 660ma OPENING.WHEN IT IS LOWER THAN THEMUWON_ 4 Aniw 022FI t.0.4/81aaW(o11�CFP ft.3 MDR* 7006m Mts 90ms I1A1 23 WA 630 no WA 860@3 WA BB2 ma 8880• 1120ms CAPACITY(FROM THE TABLE)OF THE SELECTED B Anebm 0 L11P Mh O.Q/t�OW(or0b0(2p ft SWItm 140063 WA WA N% T80.s ULNA WA WA WA WA .aelms I770ms 7260-8 MULL�I.IT WILL YIELD A MINIMUM ANCHOR 4Aacbm@ T Km O.Q1(2)2t5A90baAas/ft4 780ms 780 m3ms 1B9etm =In Mems IWC 78069 74028 SMOS t89Yms 48263 BB3ma tmft CAPACITY WINCH MAY BE USED TO QUALIFY BAnaboMOTIOLO.C.10215 ORC8a/0fi9.8J: I1mes 11TOmS t020•s 2894ibs etyma eras W/A MOMS 112263 f920m3 783863 10220• 13278u 080bs ADDITIONAL.ANCHOROPTIONSFROMTHE 4AmbtsAO lfe.Qtllltl3P,618.08Alma(Aqit 189 141-0 WA WA IWt 4161 WA 4101 WA WA WA NBA 681 1110 m3 ANCHOR CAPACITYTABLE. navow 2ArAm@Z2r VA0.C/F-Mpftn 350ms 36063 280ma 7W m3 478 ms IBA 280ms WA 3f60q NG 4Wf1• WA 341 Re 44269 660ms Wir1aB16FIgL46 4Awb13 I.WfML0.OWF4 9t 48068 1 70016 WA WA WA I RfA 1 99063 WA WA NIA wa WA I 862 fts I8860.9 tt20 ms NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CIDP. H0 •� -►� 1.082' r- -'j 1. 01 �•�- FIGURE 1: FIGURE 2 FIGURE 3: FI KIRE 4: FIGURES: FIGURE V 9) 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR NKMATION • • • • • • • • • • • • ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SINS 21-23 HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTiONS 4•owa�n 4.000' �: No.58705 SHOWN ON SHEETS 2123 FIGURES SHOW SUGGESTED,AiPROX(MATE HOLE LOCATtON3. FIGURE S: FIGURE 8: FIGURE 7: -O . . . . 4)SUBSTRATE&CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -p GROUT FILLED CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C4.WOOD SHALL BE Q TATE F • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF O S5.ALUMNA $HALL BE n''•. a \, • • 8663-T6ANDBEAMNIMUMOF.12VTHICK.STEEL STUDS TO BEAMNIMUMGRADE 33AND AW -37' %,�`sS'.LORIDA.• THICK(IS GAUGE).STRLH:RIRALSTEEL.TO BE ATLFAST.i2V THICK AND A36.ALL X4CHDRS !/ 7�NAL1��I�`� ANGLE CUP(FiGINtES SSG)MUST SE USED N PARS. INTO METAL SHALL EXTEND AT LEW 3 SCREW THREADS BEYOND THE MATERIAL.5/08 At12 1•X 4•X 378• I 1•X 4'X s7�� A.LA M�Li.ert,P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. T-BBLUON WILL k1 FL P.E.958705 • • • • • • • • • • • • ••• • • • • ••• TABLE 8A Mulllon Capaft Tette • • • • ••• • •• • Op9ntngWktglQor1rod5ore)mOpantngHe[IM(for rtu ) . • • • • • • • • •• tic! SOOT Wm IVin 80 to IMI In IIObin 12013 14061 • • AS SOUL,• a• • • fsd! 1.28•IS LoaQ(ng L > Loae¢9 1.esaY® ► 1004116 i t09� 1 14aBre LoaAre 7 t I+oaQrt9 ' • • ••• PYi$ 3.19r x 6 Z 2W Aluva all I a a 11 1 1 a I I a I I a I I TOW am a a ;• '•, P L 4281 tIV.0 820 170.0 436 170.0 744 170.0 479 170.0 888 170.0 1 808 170.0 892 17.00 619 170.0 1118 17U 621 170.0 1240 170.0 821 170.0 1498 170.0 621 170.0 1785 170.0 -k5ijP 1799 AOA 62P • • • J „' • ••• •• 4810 170.0 708 170.0 621 170.0 BM 170.0 894 170.0 992 170.0 890 170.0 1133 170.0 681 170.0 1278 170.0 677 10.0 1417 170.0 800 1616 iBfB 170.0 880 182.7 1648 170.0 800 118.1 1618 170.0 WO 60A28I. 170.0 747 170.0 003 170.0 998 170.0 am 170.0 SM, 170.0 696 170.0 1105 MA 723 MO 1348 170.0 747 187.0 1488 170.0 768 139.2 1468 1740 768 119.3 1466 170.0 NO 100.4 1469 170.0 766 Mkt 1749 797 170.0 812 tTOA 868 170.0 691 SIVA 1118 ITOA 766 170.0 1278 1740 80.1 183.1 1970 170.0 W Hu 1878 170.0 800 122.3 1378 170.0 001 IMA 1376 170.0 881 917 1379 170.0 881 W On 170.0 1196 170.0 701 170.0 1083 1740 797 168.9 Ito 170.0 878 138.0 1158 197A 870 IMA 1158 168.8 818 1112 1168 180.0 912 92.7 1168 1448 900 79.4 1169 SHA 900 616 1166 HU 90 � J W J 61. t70.0 OW {70.0 745 160.1 SON 17U 650 1372 1051 MO 802 120.1 1031 160 80 1087 1051 1928 897 98.1 1001 1217 890 80.1 1001 119.0 SM 668 1051 119.1 001 WA 1051 SIM 821 4 � 80 to 187.1 007 170.0 789 OL3 OR 16116 WS 119.4 ON 184.0 700 1044 967 121.8 M 00.8 W 11216 787 88.8 057 IWA 769 6016 007 me 7M 697 007 W 746 622 007 86.9 748 g 72n 1217 BM 162 688 107.8 800 1162 884 0116 801 IOU 871 BOA B01 9116 660 71.11 85.1 800 8164 804 70.8 641 6316 606 72.3 838 4616 806 8916 820 402 804 89.8 828 7810 iWA 722 SHA 630 912 722 072 ON 782 722 848 806 88.4 722 70.7 698 BOA In 702 S64T 722 618 NO 4616 722 6916 670 39.1 722 007 6W 342 722 662 Mf � � Z 'Mtn 1012 M 106.8 600 844 905 89A 688 723 836 70.6 677 83.3 886 WA 01 682 886 846 6W 80.8 886 eat 693 422 W8 002 50 39.2 685 51A 07 31.8 800 60.7 ON win--86.0- us BB.0- 157--6416- �6t6--WA 149--47.1- -BIS- 60.1 441. 412 515 00.7 434- -38.8. At6- 40A- 428-3316- 410- 37,6 472 2716 -515- 331 441. 21A. 6fe. SOA. 407. 20.8. M. MI. 404. x 0810 64.3 483 SSR 400 453 483 47.1 397 3816 563 4116 391 3316 fW 3016 805 902 483 99.0 379 272 45 30.5 374 9216 563 2816 3W 1916 489 2416 380 170 453 22.8 368 10 t0 341 388 39.0 323 31.8 300 320 318 272 369 28.4 313 2)16 3M 262 908 212 366 22.7 804 141 368 2016 300 1616 938 118 209 ill h 36.1 399 98.8 306 293 938 30.1 W 26.1 336 28.1 207 22.0 338 232 293 19R 338 20.9 200 1716 338 19.1 285 x Y 12081 27.6 20 28.3 284 232 280 25.8 NO 1916 280 70.8 2W 17.4 2M 182 283 t6.4 299 ta4 249 H N to 11510 10.1 MI 18.9 no Q O TABLE 8131 AnchorCamelly TaNs Ob, ANCHOR CAPACITY ADJUSTMENT FORMULA: �a•,p'; So9sbaw 2A cmale 3.Rcom HOWCLnl Faiacmu PTWOat UdA (pp )X(AINC1iORCAP."°°"�',=ANCHORCAP. &WEIM tff•8967c Sano ursseco Stmaw 812sw 6128ted `MULLIONCAP.,d..a, AnohorCU6Petfeme AnOw 3MaecoUMai V4•Bc0ULwm 0 216•l�otmfeton V4•ExoumeCm 11� A91016W sena Sang sew(" USE THIS FORMULA TO OBTAINIM'ANCHOR Edge 1331088 Q1Q r 2.92" i• 2-427 3118' r 2ar2' 1• z-V2' r $-IV r OAV 0.64' 0.900• CAPACITY REQUIRED"CORRESPONDING TO AN EfnOedmmt 1314' 1314 taro• tarC 2` t.y4• 1-ir4• i-lW INC t tq' tars' z 13re' rare• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 3rttamas ar o11EdO9y(Flg =02 3Mms 4Mm4 WOft IWW 270704 20004 SUM 74otffi sNIs -6"ks 9Hms W"" OPENING,WHEN ITISLOWER THANTHE MULLION - 4AWMQI.WUft0.Q1MMdW@r0MqCIPft2j 480704 TB9me NIA IBA 616 IRA 380704 fla ILIA Na WA IRA 602ms 885704 limes CAPACITY(FROM THE TABLE)OF THE SELECTED 4A=bm 078114OC.1 290ArMa CSP/M 4 M 7Mes f®0 me IMDms MRS 670706 66506 IRA Men 749D6 98008 IFIM 6 W 886 4121708 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMWa@O.VUb.QC.rUa2IF.9O0.lWAWm. IIA ILIA INA IRA IRA IRA WA NA IRA IRA WA IRA IRA "'A 1490214 CAPACITY WHICH MAY BE USED TO QUALIFY iAWJW1F4-,Upr4gj 11500 19568 92669 44588 =11s =26 14006 177 478706 I amen 221 ma mm 1 ADDITIONAL ANCHOR OPTIONS FROM THE 2Asefta owl'apmeyl 240709 360706 NA MRA RIA NIA IM 706 HA !RA IRA N!A WA 9/1704 462704 680706 ANCHORCAPACITYTABLE. PRODUCI'RBvow NOTE FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS TIS STA9IDARD CLIP. w1m obvlorma FIGURE i• FIGURE 2: 'TABLE NOTES: I-1.260'�i OoeNetra06to - •ol • ♦ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON US940 THE TABLESAND MEET 25 FOR OWGI MTI N • • COOS ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METE P7odact LL o 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE ��Ny LYNN Fl RE 3 ANGLE 3)MULLION AND'MULLION-CUPS SHOWNAREiNOT TO SCALE FOR EXACT BIONS,SEE OC'E SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP• ♦ • • g USE T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS . No.58705 ' N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION&HOLLOW AND GROUT FILLED CONCRETE BLOCK i8NF1'(CMU)SHALL CONFORM TO ASTM C40.WOOD SHALL / FIGURE4: FIGlRtE& FIGURER �p '• 1 js : Ill BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN 30 OF 025.AI.Ifdh1NUM MALL BE ♦ bb83-T5 AND BE A MINIMUM OF.125 THiCK.STEEL STUDS TO BEA MINIMUM GRADE 33 ASID 126'X 3.988'X 2�NAILLION �S'•.�<ORIDP.•''G\�� .048'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126•THIS(AND A31L ALL � � ♦ ♦ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MVERIAL. (1-tw VF MULLION) .�7 S` NQ '�N\\ 8'10 6 812 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A�tYN�Ph�U4LLl�3�.E. FL P.E.B 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • s • • • •.• TABLE 9A • • •• • �@}� � MMNon Ca Tema • • . ••: • : •.• 3g O N9d81((or mits-)•rOpenwo mehwftowA*z pem9g mdbm) • • • • w3 c0., 60 to BOtn 70m 68to Bob t00to 120 in 1PoIn .• N68t0 f . •• ..• • . 116x3.28 T 2. tib Tom. To1T17dmg. I Tag7f8trg Tr4pJYfo. 1 cLt Itwmaw TagJldulg. R46 T mer ta4tl80Loee n9Loft I.o36e. CT-h pg Do I I I I 111 11 Ij if 11 11 0 11111 11111 it 11 11 11 if 11 11 if 1 11 ji H 4481 170.0 810 170.0 435 1700 TN 1709 478 170.0 868 170.0 608 Me 992 1709 NO 1709 1148 170.0 6M =$ 1118 17&0 621 1273 file 170.0 821 1099 1118 1709 521 Me 1118 170.0 m Q 43b 1709 700 1T0.0 024 170.0 060 MO SW INA 978 1709 630 148.7 OTB 170.0 681 1304 978 110.0 877 117.3 070 1709 MO 979 978 17&0 660 019 870 170.0 OW 733 We 1709 680 {LLy! QOA20ta 110.0 TO 170.0 683 170.0 889 II&0 831 160.7 92T 1709 9M 131.9 827 1889 768 117.2 927 169.1 898 tas ev 1889 ON 879 M7 100.9 896 78.4 ON 1489 OU 68.9 927 1803 898 Mb 170.0 79T Me 814 1MA 889 1709 BM I= 669 1699 688 118.9 889 141.8 = INA 889 130 J� 92.7 069 1209 664 779 888 f28A 862 88.Y 889 1288 662 We 889 128.8 652 Q� 806 1439 748 163.0 834 119.4 748 1923 620 1609 746 117.8 600 699 714 tp8 689 79.8 748 101.9 69Y 71.6 148 95A 887 697 748 933 689 81.2 740 09.8 689 449 748 099 409 m7 pi 0 686 1233 on 13LO 670 1021 8R it34 888 116.4 877 100A NO 779 87T MA 60 8&T ell 02 639 619 077 MA 434 61.0 687 779 829 149 0.77 783 029 807 677 707 819 6816 107.8 817 mi. 636 89.7 817 978 619 1169. 69 803 = WA 617 183 800 648 817 728 494 039 817 06.7 489 40 617 64A 469 38A BIT G&T 482 39.8 M7 633 4M d W 726 829 616 67.1 450 89.1 M6 T43 440 693 618 06.2 432 BtA 818 6B8 428 401 810 61.2 419 UA 619 607 414 $0 616 4&8 468 209 5W 48.0 406 269 616 9&0. 406 Z 70. I" 186 737 468 807 49 BY.6 998 869 4W 60 NO 4&1 468 40.4 SM Me 486 16.3 210 36.2 US 42.2 374 20.4 486 309 S8T M3 {86 68.6 366 120 d85 983 389 5�.. J 78b 862 Nt me w 643 "I W.T 979 46A Nt 608 974 488 148 644 360 98.4 Nt 41.6 380 82.11 Nt 30.7 386 Y7.Y NI 30 349 238 Nt 311 3� 20.4 Ni 37.7 346 :3 Lg Z loin 42A 332 438 394 332 378 288 30.3 932 82S 2M SOA 332 289 280 29.8 332 201 2T8 219 332 24.1 M 17.7 332 219 488 162 332 49.8 28Y 13.3 332 1OT 280 _ 9881 3&O 4M 969_ M9 M./ 2M 30.9 286 28.0 281 404 4� M8 201 226 148 101 2M M.S 214 17.6991 10.6 241 168 =I 17.1 238 129 2M 189 ME INb 24.8 230 25.1 208 206 230 21A 205 OA 230 18.3 201 16A 230 t&2 t(S X 111 to 229 218 221 197 106 418 189 1M 18.2 218 f8A 181 14.1 210 14.9 180 6 140& fT8 IN 102 170 I4A 187 153 167 r Y 110: 88 TABLE Anohor Table ANCHOtCd1PAC4TYADSlfSTMEdTFORMULA. - One: SASbft 27k0®mete 3AkCa.. FPoOdCMU FTvlow mm .,,m,,,, BN Ebo 1/4'14 8rt8'Baa 17Y88Boo WSW01261mI WSW (� )X�T91ULLpNCAP.,�..,,,>>.ANCHORCAP.,m Ateeh.rCOpP>i>terree 41 A 3+B•Hootmm4m V4`�01Ji8awo � 3lIB'Etmt@awo V4'E6otptracoa 1 ASW869V Smea(m)8aea amm3(m) USE THIS FORMULA TOOBTAIN THEANCHOR EdPOW-ft r Zara r 2-IIr 3-1w r I 2•trr r 2-trr r 344 r 0.48• I w o32r CAPACITYREQL4REW CORRESPONDINGTOAN EMWftm t f r taro• taro• tart r t-I!r I I•IW t 114' 1-ta t-IM 1-1hre r I-w law am66 ACTUAL PRESSURE REQUIREMENT FOR THE - 2 AwbW 94 rrL#ft OLM ISUMIUd at Oftat CWM Tk 39063 - SW-ft 45000.- - 1944MO Wes- 3men mum 314 fto - 483-ft 84866 - -341@0. 44zf60 -666Is OPENINGWHEN-ITIS LOWERTHIANTHEMULLION 4AMbm@l.tfrAdkLOJMISWdud(OraWCUPft2X 480 FA 78D WS WA NA t4A WA 300 R6 NA WA MA IIIA WA 682W 86860 114066 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anodm003.6f6.O.C.1CZ)295A1g%ap I 3k 780Poe MR* 06060 168068 188863 6NDS 000183 NA 78060 748 We 101060 169266 0260 I.66e 112069 MULLION.IT WILL YIELD A MINIMUM ANCHOR 9Anldo.�0.6488e.0.¢lUC9p,toto.100•Ak®.(fb.Ik WA WA WA NA NA 48A WA NA WA WA WA WA WA NA 68063 CAPACITY WHICH MAY BE USED TO CUALIFY 1AMWIF1IIF(W 18569 18663 22866 4456s 87260 135HO 110 Re tn60 37060 18763 33260 47900 17063 2M e. 28000 ADDITIONAL ANCHOR OPTIONS FROM THE 2AWhas 6 1.%'tdW.O.CJ F4:68lFII4O 2107. 36663 189 2VA t4A W/l 190tH WA WA WA NIA WA 34162 44260 68063 ANCHOR CAPACITY TABLE 9rC3/1Tl0FIoTMe FIGURE 1: FIGURE 2: TABLE NOTFS: 1�0' LNo 4" LD1 • • 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION Cta11Pot ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS {1111117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$AND=OPENING WIDTHS 18 ALLOWABLE LYNN:IGUIR E 3 3)MULLION AND-MULLION CLIPS SHOWN ARE-NOT TO SCALE.FOR EXACT DIMENSIONS,SEE i ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENWONAL RESTRICTIONS • • • • CUP USED SHOWN ON SHEETS 21-2a FIGURES SHOW SUGGESTED,APPROXIMATE IDLE LOCATIONS. 140.58105 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 311 SPECIFICATIONS.HOLLOWAND FIGURE 4: FIGURE 5: FIGURE B GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL AorBE • ANQ SE A MINIMUM OF THICK.STEEL STUDS TO BETED YELLOW SOUTHM PINE WITH AN SGTA MINIMUM GRADE 33AND� Oft ALUMINUM SHALL 608345 .• 5 TE S.• Gj�� • .OW THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LFMT.12V TH"AND A3&ALL %�s ORiOP.•';��: ® LIS-] ® ANCHORS MW METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26•X 32r x.1�' aS'��p•�•.•p-••(�C 7, r;a, L 910&912 ANCHORS INTO WOOD MAY t! STEEL "1S S.OR 410 S S MULLION1/0 LY' iMCP.E. FL P.E.9 68705 . . ..• . . . .•. TABLE 109 Opal"VAM(ror wam)oropoftHftmOr�pan9NgC>u ) i i • •i i• 6010 coin lam IoM 9010 10a10 12810 lam • 19)W9 •i i • i d ° St 326 p"So9d" USpBws. Reda ffAw Tro MW& RWwo fer TW fda92• 11-10Mdd Tap7dea} Rxla�t T+pl7d+M. R6ga08dw TapT6atg1. Rant iop�e9. Rac>ms� hapTde� • f• ••• • � 4 %.024 I-08 t9 Loft t-ft IA-ft Lae4619 Lmf1q Lwft tuft loaf. t-ft tuft Loft � usft ieafeg Le 1 'i 06 • • • • Lo • 4210 tro.0 020 110.0 436 170.0 744 IMO 470 110.0 868 R0.0 608 170.0 992 110.0 610 I0.0 nib 170.0 $21 170.0 1240 170.0 511 170.0 1188 110.0 at 170.01 1736 170.01 US 170.0 SIM 170• IRI 0 • • • • 4810 170.0 TD8 1709 624 1700 060 170.0 m Ina o92 Io.O 830 i10.0 Sim 170.0 6m 1709 SITS 170.0 877 170.0 1417 170.0 680 170A 1700 170.8 SM =3 1078 I= Sotwe.6 im9 Me so • • ••• •• 60ffi6M i70.o 1,41, 1700 610 170.0 108 110.0 831 170A 1076 170.0 894 110.0 1U 110.0723 17&0 1316 1709 747 170.0 IM SIMS 766 17.00 1793 I0.0 766 ISYS IN? 170.0 768 133.9 ton 170.0 766 g Ir to ul NM 170.0 707 170.0 612 110.0 966 17M0 491 170.0 HIS 170.0 754 170.0 US 170.0 N3 ROA 1434 170.0 637 170.0 1691 I6A' 866 188.4 1769 170.0 610 434.1 1768 Ina 661 117.3 /69 170.0 861 0 60W 170.0 M ROS 101 1740 1043 170.0 797 MA tM 170.0 870 i7M9 WIT 470.0 on $51.1 1511 INA 996 146.0 1611 ROA 1033 120.8 1511 MO 1083 103.6 ISIS 1700 t0M 90.8 1611 MA 28 � !O { 6310 ROB = 170.0 746 170.0 1110 IMO 860 I= I= 90-0 910 166S 1370 170-0 1016 7392 Wo 170.0 1078 1263 CRS SO 1092 407.0 1370 166.9 INS 99.6 1370 1663 1010 743 1370 1663 1070 .� d 6810 IMO 974 170-0 789 170.0 Sim im 903 1665 12N 170.0 1102 1383 1246 168.8 1013 1411 r74H 147.1 1000 1b9 1260 I39.0 BDA 12N 110.4 978 i►.0 1218 110.0 876 68.1 1210 720.0 876 z Sn. J 7210 ImA U0 170.0 108 1399 IM 160.2 092 110.9 1109 1321 876 INA 1010 t19.1 860 993 im9 109.7 818 83.9 1010 102.7 108 199 1048 943 826 689 100 913 � 624 1049 m.t 810 10M W.1 101 149.1 on 146.8 961 M.0 806 101.9 mt 1113 'Al 893 961 �A 777 193 mt 9L7 IN 71.4 911 83.6 767 699 841 719 7N 61.0 971 710 731 N.8 1111 783 739 Z g IBSI Ina 810 137.6 710 110.4 894 INA 747 043 B91 1024 763 82.6 891 10.9 70 733 890 10.1 130 66.0 891 79.3 721 66A 810 100 7N 47.1 891 41.0 701 413 897 66.1 100 90M 85.0 US 00.1 698 71.6 671 719 686 SIA US 863 US SW 671 68.2 668 4.13 o►1 629 658 499 671 488 $61 3" 971 43.1 639 30.1 01 39.7 SM 249 US 379 626 %m 70.8 50 72.8 SIT 610 690 SIA 6t9 60.8 690 63A a9 N3 690 47.6 CO2 393 598 43.0 494 35.4 690 101 488 281 680 3L7 477 969 69D 319 US 22.1 SIO 19.8 410 IMM 491 468 609 421 41A N6 42A 4U 36A 486 37.1 408 31.1 486 31.9 402 279 466 29] 398 24.9 466 U.S. 391 20.1 466 23A 362 11.8 466 21.2 376 16.6 468 19.8 370 "IM 469 N1 48.7 400 383 N1 393 393 32.7 N1 34.1 SIT 28.8 Ni 78.4 102 26A Ni 272 378 229 441 242 3R 19.1 441 21.6 383 IBA N1 193 3W 143 Nt IA SII N �1 win 363 108 109 364 302 NO 31.0 339 259 378 289 334 22] 378 23.7 329 20.1 370 21.3 325 10.1 310 199 321 111 378 111 314 Y 14410 219 262 212 N2 175 282 IA 239 ISA 262 163 238 ~ 10 N rcl O-O 1. TABLE 108 ANCHOR CAPACITY AAIUIRTM NT FORM UTA, D MohorCa Tablepbe) ANCHORCasP.��. '9 2311 gtee90B M29cCmt F�C61U a0a t6Nd enrato WSS VW13co INSISEeo MOW #12SW 012me81 (Da'1x MiULUONCAP.� ,, oANCHORCAP.,, AndlorC4P411bme Aoe6ar7gp0 SISQWU8m4e0 ureroumalan U@MCm1 8716'Eltot0ram v4•FYOU�LmAWSUW URMan Awa gre9 S a Strw� USE THIS FORMULA TOOBTANTHE ANCHOR odmre r 2va r 2-vr 34W r 2-112• 1' 2-IM x 3419• r 0.4r "r a" CAPACITY REQUIRED'CORRESPONDING TOAN Embef6®d 134 134 134' 13/7 r 1-Iw i-R4' 1-114• SAW 1.174• Mw r 1428 1.1'0' vases ACTUAL PRESSURE REQUIREMENT FOR THE M - .C.7111ma6aaa c wft1y ms seo0s M M WE I840� 27006 210709 381100 87 1Ds •tams -8-717- d42M6 060105 oPENm.WHEN-rr4s LowER THAN THE MULuoN 4AMWs@ 1.10'um O.a a (XcMe V F4 2Y 4M MS 7MMe NA WA ILA UAA SBO Me IUA IBA N/A RIA WA 6 05 88&116 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTED 4A1Kbd109'Mft O.C./(2)216 117y4 7801D5 78006 BBDOs 1660Oe "Mra 610 Sw as NTA 780@6 7A•s Bm®6 I882M6 60296 086910 112006 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AIthM@(16r1Be.O.CJU421p.mio.100•A%M 4) IUA tYA WA IBA 110 WA WA IUA WA IUA WA RW RIA IBA 96009 CAPACITY WHICH MAY BE USED TO QUALIFY tAmtar7 MMS 196116 22506 44605 82205 48686 14D Ws Q7M6 Hrom3 $0786 99209 47s 166 votOs 22196 29005 ADDITIONAL ANCHOR OPTIONS FROM THE 2AOrO0B LIS Lon O.0/F 20a 86026 IUA WA IUA fUA 19D Be RIA NIA RIA 849 ISA 341 me 44205 L8D 86 ANCHOR CAPACITY TABLE. RINow o wAbtLOPHOrl04 FlGURE 1: FIGURE 2 TABLE NOTES: t12111)SEE SHEET 1 FOR INSTRUCTIONS ON USNG THE TABLES AND SHEET 28 FOR INFORM ATS!ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS1111If2)LINEAR INTERPOLATION BETWEEN MHRL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE)RE _yF'ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.CLIP MUSTSHEETS 21-23.HOLES TO BE DRU I M IN THE FELD FOLLOWING DIMENSIONAL RESTRICTIONSBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. No.68705 IN PATHS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW ANDFIGURE4 FIGURE rx FIGURE ik GROUT-FILLED CONCRETE SLOCX UNIT(CMU)SHALL CONFORM TO ASTM C-90 WOOD SHALL4.BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68.ALUMINUM SHALL BE -p • STATE OF.......... 4-?el 6083.78 AND BE A MINIMUM OF.100'THICK STEEL STUDS TO BE A MIINAIUM MADE 33 NO ��': <OR70 .•'G\ : 045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THX2(ANDA38.ALL i 0. ANCHORS INTO METAL SHALL EXTEND AT LEAST S SCREW THS BEYOND THE MATERIAL. 1.20'x 32vx b24' ''777IO/t}At �7�`, • #10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A P.E. FL P.E.#68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE I iA • • ••• m 6SA9on C46t11 w Taw •• • • • • • •• • ILII 11 tzo OPaaing VA (wva sP mftm)orOP6nft R61YM(tor rta(@ore) ••0 • : ••• 606 656 700 600 solo tooto ' 1206 mob • •18.6 • • • • 66 128%SAb Lasdfag losdao8 t,adog T�sdasg 1.es80g TLa�g Tt.a0ht0 Rim6n9 TLoarog 1114699 TlasOt. lwdm9 Lon6n1 9 L6�310 Lca4tap T • •• ••• • 60. %.626 d alms. .. $ � � ��. �. €� � � $ �� $� 426 170.0 SM 1704 4% 310.0 744 AGO 478 MO 60 170.0 606 110.0 982 110.0 619 trop 1116 170.0 621 170.0 NAD 170.0 621 170.0 HM 170.0 621 170.0 1}36 1104 621 /7E 11183 110! 621 • • ••• •• J 491. 110.0 706 170.0 6& 110.0 65o 110.0 684 110.0 w AOA 630 1704 1133 170.0 681 170.0 1276 170.0 677 110.0 1417 IT" ao 110.0 000 170.0 680 170.0 1983 1760 6" 170.0 2187 170.0 mo _ LLLLII SUM 0 17Go 747 179.0 60 110.0 896 MA 631 .00.0 1016 04.0 6114 11&0 1196 00.0 723 1740 tug 1104 747 110.0 1104 1706, 768 11&0 ITO 170.0 766 AGO 202 I7&0 766 110.0 2391 170.0 756 �� W 641, O&0 m 170.0 612 1104 966 AOA 891 170.0 1116 170.0 754 AOA 1276 1104 803 170.0 MM 170,0 831 170A 1684 1704 866 110.9 1913 MO 861 170.0 91 170,0 681 1661 2409 00.0 1161 LU 606 170.0 80 170.0 701 170,0 1063 17&0 797 ABA 1240 i7G0 616 170.0 1417 110.0 SU 1704 1694 179.0 AOA 1171 170.9 1033 17&0 2125 17&0 1033 1483 2183 1704 1067 128.8 2183 170.0 1061 630 1760 sm 110.0 746 170.0 1118 1709 860 170.0 13112 004 940 170.0 1425 110.0 1816 170.0 1613 110.0 1018 170.0 1869 1704 1122 166.0 00 110.0 1169 134.6 2254 1709 1171 117.7 2825 170.0 tit j 890 AGO 974 170.0 M 1704 1169 170.0 903 170.0 UP 1704 1002 170.0 SSW 17&0 1256 170.0 1763 170.0 1156 IND 1813 170.0 MtO 143.0 1966 170.0 1276 122.6 1688 170.0 TIN 107.2 1910 110.0 t268 3S 726 00.0 1063 1704 WB 1704 1275 1104 1025 1104 IM 1704 I= 170.0 1100 ITOA 1226 166.1 1734 .00.0 U16 139.7 1731 160.8 1980 116.6 1739 trail 1361 "A 1734 WA 062 6&7 1730 1601 tm 766 17&0 1122 11).8 937 iT0.0 1348 110.0 100 1Nb ISM 00.0 1809 /0A 1625 1651 1225 01.1 1558 161.6 1266 1172 1668 141.3. 1251 89.3 %611 128.9 1228 942 1259 1223 1210 73.7 1259 121.2 1218 Z a780 Tito 1t6t 110A 887 170.0 1361 1104 1118 1662 1477 =3 IN6 t36A 147? =A 1224 121.2 1477 139.1 1206 165.1 1477 124$ 1191 9" 1477 1110 Ito ".9 101 110.6 II68 69.2 1477 10.3 1161 06 UL1110 146.5 986 IISA 1110 WA 988 101$ 1110 IOTA 251 964 1110 96.3 896 T&9 1110 W.6 922 71.0 1110 80.7 810 692 1110 11.3 01 60.7 1110 868 878 44.4 1110 65.7 139 010 10.0 1176 10.3 812 87.6 976 101.6 60 832 IN BU 812 7172 976 183 09 664 976 711 617 69.8 976 66A 0T 488 976 RA 789 412 976 523 TIS 96.8 976 443 TBf C 1386 872 Tll 844 6% 606 771 103 065 6&7 Tit 81.3 874 5tA ?Ti 60.3 651 463 711 49.0 865 41.1 171 44.9. SIT 343 1T1 382 632 29.4 Vt 9617 621 253 171 32.4 812 � a O � 1116 763 730 13 681 83.1 7.10 850 060 60.1 730 6&3 800 07.3 730 49.8 831 42.1 790 1517 822 37.6 730 41.1 BH 3tb 70 3617 60 21.0 730 31.9 60 23.7 730 013 681 to 106 N.0 624 61.0 60 4617 621 61.2 60 42.8 GTA 44.3 662 376 625 39.2 644 333 624 $.3 637 0.0 01 321 691 26.0 624 21.7 6t8 21.4 824 24.8 608 t&7 624 224 681 x late U.? 433 36.1 490 28.8 493 017 386 27.8 433 264 990 21.7 433 22A 38 193 433 02 381 17.9 433 01 9l8 T 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: K Ancll•rl:•p6cRy T•bte(979) adstlate P-A C4aso Saco C. NdbW BTW Ft@0C6fU 61981ORSt89 114-SBEt &I&Bt0 WSSEtW 6128 .®"x` tvWE1W 4U06169 1801 (D13�,)Xt =ANCHOR CAP.,, .021001 3�tegeol0tarm vr�oU10&a1 St8'E1[OtmWcOa 1/10Dcou9®eon MORMULCd1P.OBTA At141wrCIp p6Hsm6 uNazmv lCgrec49tor tp0azan Aggt0R9ar 8emv ScrO• Sc P5) USE THIS FORMULATO OBTAIN THE'ANCHOR EOP aft= 1• 2-W r 2.1x2• SOT r 2 yr r 2-va a 3./fir a 8.49• 011w 937.0' CAPACITY REOLOW CORRESPONDING TO AN Embe ttwa 1414• tarr faro• 1.94' r i-Ur 1-v4• 1-1.01 t-vr 1.114' taw' r 1-181 1418' vain ACTUAL PRESSURE REQUIREMENT FOR THE 2A0[0�9 4 QI x11189 189.9 30®9 00108 rA13 Wits 184409 =VA tfn Saw 74110.3 WAMS 13 948@4 94113 104 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ar M @ I.I5•Ll9 aQ IStMW lar are9lNZOMI z) 480{0 70013 UTA WA UfA WA 98013 WA t1A UA IVA WA 69229 86629 112929 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AOrIms@7II2n(3Lar 216An&CO3If.9) 7013 1801x6 0013 I=Its 16161113 6213 66469 WA MRS 74909 88013 189204 68213 500.6 110103 MULLION.R WILL YIELD A MINIMUM ANCHOR 4AMhM00Ar M94 O.C.I ucv,11116.916'A888.ffig.4) IDA WA ma WA NIA WAWA WA t8A tUA WA IOA WA WA iWft CAPACITY WHICH MAY BE USED TO QUALWY 1Arc110tIF4Xp(Ap.6) 19624 118@9 22503 44613 GMMS 19820 14009 17103 970108 1(1104 39289 4909 11004 22109 280®8 ADDITIONAL ANCHOR OPTIONS FROM TFIE W%%W 2AMhms 1.WNAO.C7F 24013 96003 ttA tUA WA 1417 10@9 IDA UA tUA WA UM 341 MS 4026 4160.5 ANCHOR CAPACITY TABLE. r•FIGURE 1: FIGURE 2: TABLE NOTES: '�1)SEE SI SET 1 FOR INSTRCTIONS ON USiNG THE TABLES ANO SHEET 26 FOR INFORMAT�1ON LOADING.SEE SHEETS&4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR tNTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE �� ..••.. Cl c��i FIGURE 3: '��:;GENSF•'•.;Y �: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEET$21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �+ No,68705 • • • • BE USED SHOWN ON SHEETS 21-2a.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -O' ( .ZZ !S ttl GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM 610,WOOD SHALL FIGURE 4: FIGURE& FIGURE& BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE _824' �'C` fit018OP. • 6003-TS AND BE A MINIMUM OF.100'THICK STEEL STUDS TO BE A Nil GRADE 33 AND AW THICK(18 GAUGE}STRUCTURAL.STEEL TO BE AT LEAST.12V THICK AND A38,ALL ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL III rI r 1 t f 11 ttt� • #10 8 512 ANCHORS INTO WOOD MAYBE STEEL,i8.8 S.S.OR 410 SS. 123 N42r A.LYNN AaLER,P.E. FL P.E.#53706 . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• TABLE 120k Mftn ftpmo Taft • • • ••• �� OITBNngWidth(for ml6lfxls)orGp•nIng M9►Bht(fmrruBals) 00 0 00 0 w1. w1. 701n win sets room I 1401 • • • 1610 •• • • � asaroaff uwmang. Reef 7mp' B• 1 > 1 uVrIawRem l0utmg�tm 11 1 1g �8• • • • • a 2x4x2b Loaft Waft L•ad28 � Lwft Loamf9 I-" Loaft Leao68 Lwft � L•ade9 Loam® L•9�. Lmll�• tdAmg � • ••• • 0 3k4 mumm cm 421. 170.0 920 170.0 438 170.0 744 170.0 IN 174.0 888 170.0 800 170.0 W 170.0 818 170.0 1118 170.0 621 170.0 1240 170.0 821 20.0 MW 17&0 1736 170.0 021 1�.0 1 0 �• • • 0 4812 170.0 708 170.0 621 170.0 080 170.0 5N 1709 892 170.8 830 170.0 1153 170.0 wl 170.0 1276 17&0 On 170.0 1417 .170.0 880 n&0 1700 1707 800 170.0 1983 170.0 60170.0 1 880 • ••• •• J = WMAIR 17" 747 170.0 685 170.0 1 896 I 170.0 631 170.0 1818 17&0 BM 17&0 1180 170.0 723 17&0 1318 17&0 747 170.0 14% ,11&0 7w 170.0 1793 178.0 769 170.0 2068 170.0 768 170.0 23111 170.0 788 8112 170.0 787 178.0 912 20.8 ON 17&0 ON Ina 11tB 176.0 784 170A 1270i".0 Boa I= 1494 no 857 170.0 1694 170.0 868 t7ao BON 17& 1771 .1-MG 18+3 170.6 861 170.0 2231 170.0 881 17&0 7080 1740 861 � p 0 BBS 170.0 AM 170.0 1093 170.0 797 17&0 1240 20.0 876 170.0 Un 170.0 M MO 189{ 170.0 9M 170.0 1771 :17&0 1033 MO 2170 170.0 1065 170.0 2M 178.0 1085 18&9 788.0 170.0 1083 Bab, 170.0 830 170.0 70 170.0 1118 1740m 17&0 1302 170.0 INC I= IM17&0 IWC 1748 N" 1708 1078 178.0 1688 178.0 1122M?231 IMA 110 IfU 7053 170.0 Int 14&9 m nos im J urn 170.0 871 170.0 789 170.0 im I"o 963 170.0 1386 20.0 1081 t70A 1608 17&0 1886 170.0 tmm t70D ttw 20.0 no 17&0 1210 170.0 20.6 170.0 n70 164.8 21sT 170.0f22800 1892w 170.0 1@86 � Lto 170.0 10W 178.0 BTB 17&0 1276 170.8 1005 17&0 1488 170.0 1428 170A 17w 170.0 1228 17&0 1813 170.0 13M 17&0 2170 1.00.0 1387 144.8 218{ 17&0 1186 121.8 218{ 170.0 1828 108.2 M86 170.0 1830 170.0 1122 170.0 837 170.0 1368 I= 1680 170.0 1670 170.0 1208 170.0 1784 170,0 I= 1857 1980 Val) 1421 we IWO 17&0 mm 1238 1950 lets 1618 RAI 1980 166.0 1635 we 1980 tm 1831 � Cj Z $ Ina 1161 a" 997 170.0 1881 17&0 1119 17U 1611 170.0 I= 17OA +u2 170.0 1369 182.7 1681 1700 01ill iSFA 1981 1831 IWC 114A 1881 147.3 1473 882 1081 1396 1438 659 1861 INS 170417&0 1323 17&0 1144 149.1 1398 189.0 1218 W.8 1398 x18.0 11% 71IA 1570 121.3 1179 0&4 1398 1102 J" 688 1398 101.6 1147 74.5 I= 6&e 1125 639 1398 82.7 1106 552 1398 788 INS147.4 1770 181.0 1099 122.0 1228 IVA 1098 1M.3 1778 1112 1081 92. 1228 889 ION 819 128 69.6 1073.7 t?2B 82.4 /0W 81.{ 1229 712 893 62.7 1270 BSA 879 66.1 1229 Qf BOT 1033 971 tftA 977 88.3 671 BBA BB1 T4s 971 772 849 86.7 971 88.4 897 67.6 971 Bfs iRBtA�.4 BIB 87.3 1.2 TBA 819 819 919 6&1 918 70.8 609 8 1719 784 89.0 819 66.7 7847.7 818 81.11 714 3&7 819 41.8 769 3{.1 B1B 1&2 7C2 2BA 918 37.1 732 =b T&!f 786 189 TMI 628 789 898 708 SLB 7M w8 888 1.2 788 {&{ 888 419 788 449 37.71441. 43J BSB 44.2 6042fA 61812.0 174 t&Y BIB 189 486 16s BlE 172 168 18.7 818 169 1.8 x Q TABLE 128 ANCHOR CAPACITY ADAUSTMENT FORMULA: 4 ` rn Atlfs+wTcosaft TOM•5 ) Gam 3mcw t. No1m1 cmu FinadcmU PT WOW metal ((Tp)X/AS'vC R Cd4P.,m,,,a,\aANCHOR CAP.ve dY 919am 1N-88 HC &WE" v4'SS B10 010SM 0128M /128/®1 AntharCbPaftnm AmWW 3 Baot2mcm v4•EkolF&eadf 3h6'Brolmmcon vd•EmoUOmaoa 11B•Ca1 A�eC6eta tta.co0 Alpm3lta 9aefa(O�8tte• ette•R7a1 113ETt@SFORAAULATOOBTASITtE'ANCFOR Eo8au mm 1• 2-Ur 1• 12.Ur 3.128' r 24fr 1• 2 W r 34w r &43• OA4' 0.320CAPACLTY REQUICED'CONtRE3�NDWG TOAN Emaemtse Tarr tare• turd• r $.lw 1-v4• 1.1ro• 1-tl4- 1.11' i-N4• r tss fare' vm ACTUAL PRESSUREREQUIREMEJTFORTHE aAfrd9e®4.WMh0..lste�ld w0Mdcapff19154 aeons 34829 498 19um6 vO ta5 354®3 740PA 314 ra dBs 361.3Ora e1 ma OPENiNG,WHEN IT 13 LOWER TWW THE MULL�14At h=Q2b8•t4N0.&181 " OmegC3P0iB.8) 740703 74am6 6908» 14ZIm8 NIA 01006 MIA 69Sm9 N/A 8Wft NN 682®9 so m8 112096 CAPACITY(F MTHETABLE)OFTHESELECTED 6Ar4n01.7261010.411 Mmoo car00"CIP m 41 896709 mm9 HA IVU 700me NIA 78026 IVU WA IVU 1022108 lwlbs MBOoa MULLION.ITWILL YIELDAMINNUMANCHOR 4AfChM@3'r9m.QC1 2+16At / 6j mm5 W0m9 1898!118 590®3 RA 7811108 749 O19 880706 11026 69266 BBB Tau 11Y00• CAPACITY WHICH MAY BE USED TO QUALIFY B mmm rIAaaca 29.01416 / 717909 117OU 10ODra 2344 MS 96006 ILIA 1140706 1122189� 137806 283Bm9 1022706 =on '98006 ADDITIONAL ANCHOR OPTIONS FROM THE 3A1rr0m®L34•ff.0.c.1 ,Btlo.7217 Alam. 7) IUA 109 MIA f0A NU ILIA WA III WA MIA WA IBA NU WA ANCHOR CAPACITY TABLE. SAMbn 40B.84'tdtx O.C.JU19P,tla0.170'Amm.n,B) WA IVU NU IBA UTA t1U WA "A WA ILIA WA tUA WA IBA 21 M3 ED 2A6N�4026 1:0'.0/F4Sp17m 9) 8.0703 970706 sibm les 706 712706 Not 28D 94 NBA 318703 NZA 4.70706 ILIA 8/1709 40.709 860706 � akNt�Fb6MB_ 3Ana8em 1.7l'Mht0.CJF .f0) 44392 1_=Ma_l MMS IOTSma 1.!A Nan 351706 1 ILIA I 20ft I NZA I IVs I 1WA I 61715 SW M% 660709 5 D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN NO ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Dara 6V FIGURE 1: FIGURE 2 FIGURE 3 FIGURE 4 TABL2 0Q0• ad6Ptoft Camol • • • • • • 1)SEE X%(1111!4!11 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.�SHEETS 2.4 FOR � O�•,....... �/� iii GENERAL INSTALLATIONMI:THOt>S ^��:aCENSF''•;F0. �� FIGURE 6: FIGURE& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.001Y No.68705 • • • • = ' • • • • z60' 3)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DSAENSIDNS.3EE SHEETS 21-23.HOLES TO BE DRILLED IN • • FOLLOWING DRAMIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&FIGURES SHIN SUGGESTED.APPROXIMATE HOLE [� 14! FIGUREr. FIGURE& FIGURE 9: FIGUREIM ANGLE(2AP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUTALLED CONCRETE BLOCK UNIT p� FLp11L01, • •• • • (FIGURES 6W (CML)SWILL.CONFORM TOASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 085 ''�� • MUST SEUSED ALUMINUM SHALL BE SN3-TS AND BE A MLNIMUM OF.125 THICK.STEEL STUDS TO BE AA444UN WADE33 AND,AIB"THM(18 2•X4•X.21,MULLION • •• • IN PARS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW f r I L l i t A U. U.- • THREADS BEYOND THE MATERIAL.370&312 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. A LYNN 1l J 6870 P E. FL P.E.O 58706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 13A IKitOb11 Capaww Table MMM • • • • 000 � • •(olmn • 7 � • • • •• ^ Gain sob 7014 8010 ata 101114 12014 1614 • • • fGa14 • • �, • • • T 11age�or T+aW > »+4 + 71ajJfdetq. Reom�A• 7�>�• ftea�lar 7 • • • • $ 2xGI2A toaft Laad<0 Lead Loeft I 1 09 taaft Loft la• 1aaAa9 Loaf 1ae539 Loft haft 1 L Laadq • ••• • Iiib'YG' 1. Mullan � � � � � �' � � � �' �. � � �' a�• � �' � • ••• •• 6 1t�5� 4210 100.0 620 1TAO 616 170.0 744 170 470 170.0 No 170.0 600 f70A 000 170.0 610 170.0 1110 170.0 001 170.0 1240 170.0 021 170.0 f188 170.0 821 IMI/R6 170.0 1r.0 1780 �1 • • • Q F • ••• •• _3 IWL 4810 170.0 0.16 170.0 624 170.0 WO 170.0 681 17.00 002 1T8A 830 170.0 t7W3 170.0 801 170.0 an 1740 677 170.0 1417 17.00 W 178.0 1700 170.0 830 170.0 Ifm3 170.0 1m0 1RL0 2714 170.0 880 60.w14 170.0 747 178.0 663 1702 888 1740 031 170A I= 170.0 684 170.0 Ila 170.0 723 170.0 1346 170.0 747 170.0 f494 178.0 750 170.0 1708 170A 7Ga 170.0 2002 MA 780 170.0 2391 1700 768 M UU)j 6414 170.0 700 1740 612 170.0 = 1740 891 170.0 11(8 17@8 764 170.0 1276 17.00 803 1740 1424 170.0 837 I= WN '1740 860 170.0 1913 178.0 880. 170.0 2231 VOA 801 MO 2600 170.0 881 � O cola 170.0 886 170.0 701 1740 1063 170.0 700 170.0 12/0 170.0 078 170.0 UHT 170.0 044 1740 1894 1740 090 174.8 1771 .1700 1803 170.0 2123 I= 2170 176.0 1013 100.0 2833 170.0 1083 !a 170.0 030 178.0 746 170.0 11t8 170.0 860 1740 1802 17.00 1148 170.0 1488 170.0 ION 170A 1673 ROA 1079 170.0 I= 17&0 1172 170.0 1740 7f 00.0 2803 170.0 1Vt 170.8 2836 170.0 fill 8014 170.8 974 170.0 789 170.0 1189 1740 Sea VOA 1303 170.0 low 77OA 1658 170.0 1088 1704 1763 170.0 1155 17.00 M 770.0 1210 170.0 7138 1740 2727 170.0 =811700 3117 170.01MB � 7214 170.0 I= 170.0 aro 174.0 1276 1709 I= 170.0 HIS 17.00 1128 1740 ove 1702 1228 1740 Wf3 170.0 1510 170.0 2126 170.8 1907 VU 25M 17.00 1488 170.0 2070 ROA 1600 170.0 3400 VOA 1690 j 7810 1702 tt22 f740 077 100.0 t846 17.00 1080 170.0 tom 1740 1214 170.0 1781 170.0 1922 t7oo 2019 112.0 1421 ilOA 2Z•9 170.0 156 178.0 2002 WAD 182• 170.0 3140 I= IM a" 170.8 1705 a Z >� 78(0 170.0 1181 170.0 9p 170.0 1381 170..0 ttt0 IX0 1011 170.0 1260 170.0 1612 170.0 1388 110.0 2072 180.0 1474 170.0 2300 MO 11+04 170.0 2100 190.0 1700 17.00 3223 170.0 1777 170.0 3663 170.0 17.6 0014 (TOA 1528 1740t%45t04.3 iM 170.0 1388 VOA 1850 MO US 1740 2126 IMO 1863 1740 2381 170.0 tM MA 2868 1740 19f8 17.09 $108 170.0 2126 100.0 3413 1740 2273 I= 3413 170A 2381 8810 MA 1417 170.0 1700 17U 1414 170.0 178.0 1022 170.0 2007 t70A 1794 170.0 21050 170.0 HIM 1740 2833 170.0 2800 180.0 3189 4702 2936 197.1 Sig$ 166.0 2410 120.0 3199 ISM 208 � G 10814 f70A 1801 178.0 1$13 178.0 1847 170.0 2231 778.0 1870 0&0 2860 170.0 2018 1818 2761 170.0 2271 180.3 278t ILIA 2339 123.0 2781 140.4 2181 IOU 2761 126A 2234 00.7 1781 1t8A 2100 11110 170.0 f800 170.0 1888 1790.9 1700 1700 2289 170.0 1 170.0 2821 1700 2Iq 161.6 2832 100.5 ?286 138.0 ?8;42 148.{ 2218 113.0 2892 128.4 2168 970. 2812 116.1 2178 65.4 2831 108.3 2006 X 72014 170.0 1771 170.0 2MAi 170.0 1009 184.4 2262 MU fool t35.1 2282 141.4 ION 120.1 2202 1272 1838 108.1 2002 118.1 1018 9 ?212 889 1872 772 1252 880. 1838 NA 2182 SIA loin � X Q 14414 128.1 1084 128.8 1864 198.1 1426 00.4 iGal 819 1407 782 4656 80.7 1390 898 1008 729 1978 BZB 1884 00.7 1338 62.1 1886 602 1330 44.7 1684 492 7300 30.1 1884 44.4 1003 N � '0 TABIC 1 D ANCHOR CAPACITY AD.GJ8TMENT FORMULA: g 270 a �cmaPA#WCW F®adCM3 PT7Yo1d NP)X1AM13IORCAP•„y��=ANCHQRCAP.,, WWElao 414.89E110 5W Eta Y4'SS6a0 8108W 6128ted 8t28ted MLN.LRONCAP.�,„,,. An�CUpp AeOMt 371PRoet908ean ta'B3.11masm oftm Ifineom 3118 EloalA8a1o9 tl{-Gao1>ibaem Allam 114+1400 t S4MPM Sa0•M 8MWM USE THIS FOMAATOOBTAIN TFff%Wg4OR Ed4aOl91enea r 2.7Q• r 2-tv 344 r 2-Ur r 2.1fY r 3118• r 0.4Y ow 0" CAPACITY REQusR• NOM TO AN Em�md 1314' I-W 1314• f31r a 1-11P 1414•' 1-fH' 1-tw 1-114' f-114' r 1.918• 1314` � ACTUAL PRESSURE REQIARBMHVT FOR THE 2Arohda a m9 300ms lof4Ma 29U* Ms 33100 740143 374 ft 864ft ma 3H 0s 4420• 58000 OPENING.WHEN ITIS LOWER THAN THE MULLION ®499.69a.QQ/8landdd(aM099e0C6y 780140 78009 900 f9s 1780 ' 322293 SOME W003 looms Hoots 74600 12otte tMYms 88209 88500 looms CAPACITY(FROM THE TAS OF THE SELECTED 9 1180a0 14000• WA HM7 Swan ISA 1m6m9 NfA N% WA /369018 tMbs, 2240Ms MULLION.IT WILL YIELD AM24MlkMANCHOR 4AM0ma123'WM0.10 tIM26M�eceP$IfR0.6k 76003 Moms Mae Mite 7614 sobs MOO$ WA 78003 74e M5 sari 1880w 8820s oma 7170140 CAPACITY WHICH MAY BEUSmTOQUALIFY BAt07fa0 3'180O.QJ092e6Atgiaf2A•1049.ej f fM 1800140 798403 9120x3 8102VA 108003 Imes W1 152,100 149603 1780is 378109 138303 1710M9 224080 ADDITIONAL.ANCHOR OPTIONS FROM THE V Aroeae 1.VM 0.01 M208An*CbsIft 7j 1800Ms 210003 140000 3780Ms WA f8A I=am ROA 160000 INA HMA WA 20M09 186100 390000 ANCHOR CAPACITY TABLE. REVIIIED 4Awh=@l3rfi e.O.Q1U40[0.8d0.t26•Ah= ft WA WA WA WA WA n81 MA WA WA LOA 7� WA WA WA "m amapT738gWhbflbi'kdt18 MOM 09 WLO.Q1l4aAL10AWA89A.Mij WA H8A 180. WA HOA IW1 WA WA WA WA f0A tf1A WA WA 298100 1�2A00'--�I h 2A0bM@4.88WtMCJF1MpM 300100 30003 450 Ma 89003 161323 2100» 2000• 009 ma 740M3 37400 Booms SOM9 SH 143 41209 680143 4Am8aat i.Trw 0J3I L �9i9 T98a3 Iffif1a 1288141 WA NW 470x3 1001 533M3 WA NA WA 882M0 888@3 7720143 NOTE FOR THE OFFSET LLB+,USE T ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: ode fodaClC.er• FI91A>F 1: F IRE 2. FK3URE 5: FIGURE 4: f 8: FIGUREW.FORMro-T t0: W-1 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR 04FOFWATM ON 1 L111 f l t 71 LOADING.SEE SHEETS 2-4 FOR GENERAL IVSTA.LATON LkETHODS .( • • .. • �•`a,e•..... • • • •• • 2)LINEAR INTERPOLATION BETWEt MULL LMTHSA 40MOPaVM WJDTH33SALLOWABLE. &OOU' � R'�'• �G � •'.�� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT OidENS10NS,SEE SHEETS zY: No•587116 • • • • • • •• I. • 21-23.HOLES TO BE DRILLED ED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON / FIGURE 8: F 0: FIGURE 7' SHEETS 21-23.FIGGGURES SHOW SUESTED,APPROXIMATE HOLE LOCATIONS. ANGLE �L f •;tU` LO CLIP 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 3D1 SPE(�7CATONS.HOLLOW AND CLOUT-FILLED A '• 3 ATE '(Fl�S CXNiC RETE BLOCK UNIT(CML!)SHALL CONFORM TO ASTM 0-710.WOOD SHALL BE -TREATED vckPLORYE LOWSOUTHERN PAVE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063-762ND BEAMINIMUM OF.1213• • • • • • USEDIN MUST BE THIM STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW TlVX(iS GAUG14 STRUCTURAL STEEL TO �SS'/['1}��N`A1LL;� PAIRS. BEAT LEAST.12r THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTENDAT(FAST 3 SCAN Y X�X 26' AL1", w9LL % P.E. THREADS BEYOND THE MATERIAL 010 8 312 ANCHORS INTO WOOD MAY 8E STEEL,I"SS.OIL 410 S.S. MULLION FL P.EX 68706 •• •• • • • •• •• • • • • • • • • • • • TABLE 14A Maon Ca ea Tabu8141 • • � abl9 wim Oart•48 • • ••• Ope aaly-sperWngllaBam)orOpen[ngNe(gbt 145&Ia18 • • •• i e •: :• �Q! � 60In sato rain 0014 I gain 18014 12014 14010 • • s tBD14 Rrole�ler Ttoomm•. Twouft ftowoftTledYrBms. wftw&f Ta 1pro s. Taq/Tama 1 'TwIdam Nea4msatm I Tm1r7l0.w Reob pw T • • 000 • • p to 1.28"It 2.1 t 1" Loo • I.w•t twaae uasre taaft umft toff tooft toms Loafs 1oa81s tooev toaft tw4i+s Loaft • LC • • Yn ii X.12r Alum Tube6An9 h fill, I I fill',I I I h I I I I I ffiIn 14421 62i I IGY-01 428 12x.2 6M 1480 418 1039 620 1348 414 SMI 628 1349 411 Bal 134.1 411 721 628 !134A 411 80.1 = 134.1 411 StS 628 134.1 411 1 428 1 1 e s • O 4814 888 403 108.0 939 80.6 403 94T 326 880 4W 88.4 320 684 403 81.4 317 69.7 403 781 818 483 403 78.8 314 40.3 4R/ 78.8 314 346 403 788 0403 78.0 314 • ••• •• 9OA61. 813 382 9LO 301 888 302 70,3 204 688 382 71.9 ?B9 ate 38.2 073 280 447 382 648 284 412 302 880 203 34.3 302 886 293 21A 302 838 2w 247 382 63.8 283 6401 07.8 We 74.1 287 We 318 842 281 488 393 BT.7 268 424 310 63:8 253 37.7 NO 888 280 389 318 486 249 28.3 318 49.1 248 242 818 49.1 248 21.2 3G 48.1 248 m 6014 49.6 258 63.1 210 4t2 � 447 214 343 268 447 210 30.9 258 37.2 207 27A 750 34.8 204 24.7 260 33.4 203 20A 268 322 201 77.7 268 322 201 %6 260 322 201 j2 (A CD 0301 427 234 448 200 36.8 234 381 196 348 234 34.7 192 287 734 31.6 188 87 234 20.4 186 2t4 234 289 184 179 234 SO 18;1 10.3 234 248 183 13.4 234 28.6 183 1� W 8814 373 213 384 1839 310 219 331 178 288 213 288 178 282 213 27.0 173 288 213 241 7T0 188 213 237 188 148 214 222 ter 19.3 213 220 108 119 213 21.0 180 Z 7214 248 170 30.1 180 239 178 28.8 162 20.4 179 = 148 179 179 20.3 147 ISO 179 147 1e z J 7814 24.3 181 26.4 140 20.9 181 218 132 17.4 181 189 t% 18.2 181 17.0 133 Z cm 70th 22.8 962 239 133 r d• TABL[ Amber Capacity Table pw ANCHOR CAPACITY ADJUSTWff FORMULA: So189ms 2.7ktamm 1&&CDM.l caro mu F16eacua PTwooa I udel (DP-)X�ANCtIORCAP.,,,,,,,`oANCHORCAP._ ~ .- a ans•Eko 14488E '6JI6•Eko tra•asEto 0OMeei 012514& 012 MULLION CAP.,„,,,® N C �- g5nwr7ypa •18•15MUMmon IMEtWuOtam 3f46•EkoU018cg1 t/r EkoU80k411 "' X S2 N A1lohorC>�Pagim• uamew 18traem gpyresaror 8em•(G3j sttw(l46) eu02(t;6} IJSE THIS FORM REQUIRED" COR ESPON•ANGOR a E I mteeOrB r 24/d" 1m 3•N8• r aur r aur Y 8.146• r 8.48' oAr o s7A• CAPACITY REQUIRED•CORRES�ONOING TO AN EmbecMWd 9,04• t;tlr L.J.1444 1,914• r 1.114 t•vr 1-4/4• 1-V4• +-v4' - rvr 7 f-sre• lyre• Maes ACTUAL PRESSURE REQUIREMENT FOR THE 4Anc6a• s•t9n.ocJ 20 J 4 78ORS 163 8 ttaulba tsg 600103 4m tae seems aesms >re OPENING,WHENITISLOWERTWWTHEMULLION � 3 CAPACITY(FROM THE TABLE)OF THE SELECTED d J� MULLION.IT WILL YIELD AMOVfnAUMANCHOR 1Y 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 28 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL NSTALLATICN METHODS. (�I`t "11Y�B wbh IbOFlml@a FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MILL LENGTHS ANOM OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HMO TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2118' of 44adaa^ FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATION& ANGLE CLIP MUST BE USED IN PARS. .1211 tt 111 111 t 11 J/J 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECT=TIONS.HOLLOW AND GROUT•FILLED ♦ � CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-M.WOOD SHALL BE PRESSURE TREATED 14,4 YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063T6 AND BE A MINIMUM OF.t28' THICK STEEL STUDS TO BEAMINIMUM GRADE 33AND.046'THICK(18GAUGE).STRUCTURAL STEEL TOBEAT 1.2rX2.11•X.126•MULLION F A LEAST.126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ONTEGM FIN MULLION) _ NO.58705 THE MATERIAL.010 8 812 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ZONAL A.LYNN MHLLER P.E. FL P.E.O 58705 • • • • • • • • • • TABLEI5A �A M�Ian Teb1e 1Ntt • • w • • ••• OpeelnB Wmh It t"-) i • •i i• �p 6014 6014 7010 Som eam taom tem 14114 • • • t8p14 • •• • • ' Rea�igtlm > T7eA+Tdane• 71ap7116ao9. TmpfMsoB. 1T Tom. Ra¢immgm7u 71epfM�7p. 1 1f4p7 •• •o• ••• 3.28"30 IwBryp Lae017B Loft L4aft Loamm tam 6m" Loaam Loft Looft Isaft L-ft tmare VAft Loaft �x � BLL B 0 11 if if if If 11 If If It if If if 11 if 1111 if 11111111 if if 11 if 111111 if if I 42 In 770.0 040 179.0 436 1702 744 17&0 678 110.0 BBB 770.0 608 170.0 9412 770.0 0 ••• ••• J W 4814 I= 708 170.0 U4 170.0 SW 170.0 M 170.0 882 170.0 890 170.0 1733 170.0 M 170A 1276 VIO 617 170.0 1417 MO NO 162.2 I= TM 8141 130A 1622 170.0 880 114.2 1522 170.0M � N 60.89614 170.0 747 770.0 6413 1740 696 170.0 031 17" 1M 170.0 094 170.0 It95 170A 723 170A 1316 170.0 70 1842 1413 170.0 758 1988 1448 170.0 768 1178 1443 IT40 768 102.8 1443 170.0 768 a Q 5414 170.0 707 170.0 SO 170A 988 170.0 891 170.0 1118 770.0 764 170.0 1275 170.0 8413 WdA 1353 170.0 837 144.3 1955 170.0 8641 11@3 1317 170:0 881 703.1 1813 /TOA 881 802 1989 1.031 441 m 93 LL l S2 P ' N BBm 17&0 866 770.0 701 170.0 1063 170.0 7W 187.0 1218 1740 8741 148.1 1218 170.0 4114 129.9 Yd18 188.8 898 118.0 1218 18L1 924 97.4 1278 148.1 819 81.8 5218 148.1 879 73.1 1218 14&1 013 0314 770.0 4190 7789 746 7700 1118 778:0 448 1662 ItW 588.6 937 131.4 1180 111" 014 11418 1168 1414 IN 10&1 740 4842 BBB 070 1160 1287 O1 ILI 7180 t282 6M 669 INa 1282 W4 Q � 6814 90.0 914 170.0 788 167A 7018 103.8 881 =A 1080 148.8 884 114.9 ON 19&1 8M MA 1048 12&4 838 GIA 1016 718.8 W 782 111141 109.0 021 619 1010 1082 B18 87.1 1048 1882 818 Z 41? �jg 7214 1448 880 147.9 704 IVA BBD 1280 748 tW8 0410 110.8 734 4140 880 180.0 721 742 860 MA 712 70.4 080 882 706 887 8841 702 837 60.3 880 783 8418 400 886 780 888 W 7510 119.7 790 U&I M 98.8 7410 W8.4 ON 883 7410 830 689 743 780 41&0 852 886 780 788 849 G88 780 71.7 838 4" 7410 66.1 824 418 790 821 810 37A 790 013 817' Z a 7814 710.8 780 1165 867 92.3 760 881 e44 781 760 880 891 80.2 700 77.1 stf eLs Iso TOA 611 440 780 86.7 fl06 4412 7w M.4 684 39.8 744 mS62 688 918 786 44.6 90m 717 6W 74.4 m 80.1 683 f.8 481 610 683 643 483 46.1 683 419 478 40.1 6419 44.4 468 381 8W 488 482 840 tial 98.2 4� 260 6413 33.3 416 =6 883 31.8 442 � � L� G 9814 680 488 61.1 443 44.6 446 613 436 424 496 448 427 VA 496 380 441 330 199 96.7 416 28.7 446 882 409 210 <1M 241.1 409 212 � 2410 384 118 414. 28.0 380 U! 18814 41.7 891 62.8 363 94.8 391 360 918 1410 9411 51.7 312 281 891 270 337 29Z 381 240 331 208 391 228 928 170 985 19.7 321 11.8 3411 170 316 a _ 111 m 384 370 3" 336 92.0 370 330 390 273 870 288 3� 240 970 n's 320 21A 370 216 348 102 370 208 9t2 tBA 37D 181 308 Y 52014 31X4 317 3D8 29 213 317 200 244 21.7 317 223 289 1160 SIT 188 278 18.9 Stt 179 273 j O 144 m 170 r10 17.8 283 a G TABLE i� ANCHOR CAPACITY ADJUSTMENT FORMULA: "kcxwdoAmmo► Tide ANCI{OR CAP. Q, 3330w4. t1o7e0t2d11 FL1e0T201 PT tomer (OP-)X� )=ANCHOR CAP.,,, 81WElao 1N•88 &WEtao tW88S o MS W1 01281141 012 MIlLUONCAP.,m„m, A1t0h07C11p PdWM Amhm jXWE-kountaima7l t4rEbu 19Veoae 3If8•Ebo110ma0 141 Emolpoaemt60aeon Atia team A9yretiatm 841ea(88)eame18S1 saaerm ISETfBSFORNllAA7008TAWTFEANCI{OR 69e Na168a4 Cid 2.714 3.00' r 2•fR• r 2-1a• a a77r r BM` o3e• CAPACm REQUIRED'CORRESPONDING TO AN Em4' f3k• r f-4.Y 1-114, 1.11• 1•w 7.141• 7•U4' a I*W 73•' moa ACTUAL PRESSURE REMAREMENT FOR THE 6pslpa9.f ma ma ms 2702• 2611Da ma 740 Oma 6a 1w sBom4 OPENING.WHEN IT IS LOWER THAN THE MULLION 4adas03s•3foa7M2�6An9bCUa+9FO.2kma WOrm 216ms 6060 WOlm 1444 112Dma 748ma Beamspapa w2 ma BBams tt2o6ro CAPACITY(FROMTHETABLE)OFTHESELECTED BA AhM 2Jr Ma OA.! 2t6N>3a + b•$ ma 224800 2284 fts NA 840 ma WA ta�ma WA 15/0ms BSA /071 4327979 1880 ma MULLON.IT WILL YIELDA[d1011MUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RIMMED ANCHOR CAPACITY TABLE voatptyl88 aB9tt� FIGURE 1: TABLE NOTES: iW�B � v®• 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET ffi FOR INFORMATION ONLoADINQ SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS DS. lb7aroT FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. 711 I I I 1+ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2123. .12V �` ONV LYNAI • e e e FHOLES O T BE DRILLED SUGGEIN THE STED APP DRO FOLLOWING LLOE HOLE LODIMENSCATIONS FRICTIONS SHOWN ON SHEETS 212& -Sir _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GRDUT•FILLEO 3.W No.58705 x f FIGURE 3: CONCRETE BLOCK UNIT(0"SHALL CONFORM TO ASTM C-M WOOD SHALL BE PRESSURE:TREATED • • • • YELLOW SOUTHERNPINE WITH AN Be OF 055 ALUMINUMSHALL BE W83-T5 AND BE A MINIMUM OF.126' -'U "� _ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGED,STRUCTURAL STEEL TO BE AT �.gpY (/�S:' LEAST.125 THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND M11LLtOH :do••• SF tV THE MATERIAL#10&012 ANCHORS INTO WOOD MAY 13E STEEL,18.8 S.S.OR 41035. �` �<ORIOP.•'' \\,� ANGLE CLIP FAURES 1.3)MUST BE USED IN PAIRS. '1�7%At.��1 &L'�' LL��R P.E. FL P.E.A 58705 . •• 0:0 •.• .• ••• •••• •• • • • • • • • • • • • • • • ••• • • • • ••• TABLE 180 • ••• � Mumon Ca Ta6ie • • • •• • Operammsyt tfavattl�B�s)>�ire s)oropor no (fort r y Mro ) • • • • • • • : 000 a � 501n so in 70 to 80th 9otn i60b t201n 14001• • • tsw • • • t�`s Oe9tTdatg 7 RactnadaQ1sa 1m 7f TAQ1 WWAs fmml . Ti�rMM BaaiNg1N41 T74pr�. ••• • &W48 taaBnp toafg taaft Loaft Loads• taaft L-110 Lwft t Los" L4aMt t+1afto Loa810 L9aft 9 L9aft • DEG.AL 174b 170.0 829 DOA 436 170.0 744 1700 tis 170.0 989 170.0 808 170.0 082 170.0 819 170.0 lite 170.0 821 170.0 1240 1700 821 170.01488 170.0 52t 176.0 1738 170 4521 108 1871 X21 •0 0 •• J IA0u 170.0 TOB 1700 624 IM BSO 170.0 884 1708 M 110.0 010 170.0 t133 170.0 601 1700 1278 170.0 W7 17OA 1417 't70.O 86D 483.7 1837 170.0 880 1Po.3 %37 170.0 680 1?23 1837 170.0 BB0 = LU ht 1700 747 179.0 SU 170.0 698 170o at 17U tae 170.0 684 1W.0 its i700 723 170.0 1348 170.0 747 MA 1484 IM0 768 10.1 1842 170.0 788 a2&t m 1700 759 110.0 15� IMO 758 LU C L O at. OQO 797 170.0 812 1700 058 1700 881 17&0 1110 t".0 784 170.0 1278 17&0 8M 170.0 'M34 1700 �7 1662 14� 170.0 �8 120.5 1455 17QA 88I 110.0 1185 fTOD 8•f 970 1458 1700 8(It $,� f" 1 1700 885 170.0 701 1702 10&1 170.0 797 VaO 1240 1700 818 157A 1900 170.0 144 158.7 1348 1700 M 12&7 1309 ti123 084 1068 1348 187.1 002 MO M9 15r.1 887 76.6 15W 167.1 m j� N t f7&0 930 me 745 170.0 itis 17810 850 162.0 1247 +7&0 BIO R A UP MA 883 1287 1247 1528 90 MA f'Q7 04.1 1152 BBA 1247 1X4 938 KA tW Sal' M 71.5 1247 195.7 025 � 7 1 MO 974 170.0 788 17011 1188 1700 WNOA 1190 183.7 085 1282 1190 147.9 945 1104 ii9D 198.8 M 150.0 1190 478L4 014 890 1180 119.5 898 742 1190 IWA 891 640 11116 1101 60 Z1812 1010 488.8 877 15.7 1010 144.$ 1B IMA 100 1212 &2 101.0 =0 1147 = 8a6 1010 165.6 617 M8 4010 080 807 67.3 X10 90.8 706 67.7 1818 AA 790 alb 1010 07.7 7881 197.1 898 1458 782 1148 000 111.0 778 98,1 �B 1W1 781 41.9 908 98,'L 749 703 808 892 738 89.7 808 828 728 878 �8 747 718 49.1 BOB 71.2 7E 422 808 700 798 S127.1 661 132.0 784 to6.9 BMW 1120 738 908 a81 0&8 728 78.4 581 688 715 708 881 81.0 703 WA 861 76A 694 63:0 661 88.1 681 45.4 681 84.5 878 397 801 03.7 672 827 6b SM 614 689 610 72.1 594 59.1 8411 820 554 513 848 6&1 645 46.0 848 DOA 637 MA 848 470 5W 34.5 001 410 619 29A 818 392 841 2&9 816 38.8 5071 68.2 688 701 6� 84.8 888 88.1 499 4&7 68 BtA 491 429 $88 480 483 370 888 410 476 34.1 688 96.1 476 28.4 889 33.4 450 248 SB8 302 40 218 568 28.7 447 1 472 449 4" 405 397 449 412 398 342 418 35.7 393 122 449 31.7 587 28.8 418 280 362 23.8 44928.14� 71.7 17.1 449 204 391 180 4� 1801 44.1 128 480 384 38.8428 372 970 513 428 32.8 373 27.0 425 29.1 3V 248 429 262 382 221 426 242 358 t&4 426 20.7 360 f83 428 162 945 C 54.9 3843 331 28.1 308 208 328 243 364 28.8 321 21.8 384 223 9R 1&4 394 203 313 172 994 t&7 308 (j tp 1 202 251 204 233 183 2® iZt 230 D- TABLE 118 ANCHOR CMACRY ADJUSTMENT FORMULA Am Mr CamltvfaWe fM z.ftcw"fn 3Akom 160mcm Fmmom " him W)X(WPMCAP..nueeANCHORCAP.- Sir Ebb lir as &WEf o 114'98t7ae 9tottteel 412 SW 4%&a l "dwcOpPas m• Arabar7l 3W E1m181mcm 1tt•E•et404o4n 9tt8 E4otaVeoall tarmo{QOeoan 19980011 AgosSaWim•om1 AgmKiebof 8ow•0;'4)8am@B6) emevl951 USE THIS FORMUTATOOBTAIN THE'ANCHOR adpchum r 2AW r 2•vr 3-Or r 2-1w 1• 2-vr r 3•x1 z o.4s oss o.924• CAPACITY REQUIREWCORRESPONDING TOAN ftbe neral tart fats I-W I.9rr r 1-tar f4w mw 1-W 1-1rr t-tar r taw Vw uses. ACTUAL PRESSURE REQUIREMENT FOR THE 2AnaM1a®s O.O./M23aA1•fe 48pst .11 390%6 =Fn 4BO ms 690 ms f mo =ew 280 ms 354 m3 rooms ma 948%3 341 m3 4421to 1•Bm3 OPFNIM WHEN R IS LOWER THAN THE MULLION 4ambW0Wr4m1O.C.tfi b6Ar,aCUPiM2t 780%3 Mon 7WFn 1870%1 2=1* 5m ma GNM 1aa 1120%8 748%1 mlbs too2m, 682%8 ohms 112oW CAPACITY(FROM THE TAMP OFTHE SELECTED 0Andom Q 27760n.0.0.r M22X5An&CUPS r ft U 112403 1120tb3 wms 224009 2254M PDA 1449%3 MlA 19.0 ma taa 1022%1 1327 ms fB80.3 MULLION.FT WILL Y03n A MNIMUM ANCHOR CAPACITY WHiCH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. -m*ftwi1btbaFl FIGURE I: � + TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, gf SEE SHEETS 2.4 FOR GENERAL B48TALLAMON METHODS. ptodua FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \111111 17 t 1, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR SMT DINEtNSIONS,SEE SHEETS 21-23 .......,al/� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-233. .126' 4b° `` :•' \GENS'• !F ` e • e e FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �- � �'' � k! 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 32W N.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL-CONFORM TO ASTM C-.WOOD SHALL BE PRESSURE-TREATED (k - • • • • YELLOW SOUTHERN PONE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8083.76 AND BE A MINIMUM OF.125 THBCC.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.043 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 4V BAY - STATE L.EAST.126'THTC K AND A38.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND � MI LLION �•'.. fiLOti14P••' ��`� • • THE MATERIAL.#10&012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR4t0 S.S. % S ANTE cuP(FIGURES 1-3)Must BE l IN PARS. ,,/ONAL S.\ A L"I'bt�1' R.P.E. FL P.EJ3 58706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... -j tom" r- -( 1.00(' ••• • • • • . . . • •• C� 000 2500 04 .126 s 2.1 Sir 2.76V 126 3.126 .126 3.188' 20oly' .126 2.0I10' .126 . . . . •• 69111� .,26' • • • • • m 21 L 126L g{p- •• • •.• •• I i26 N W 376 376 j • • • • • 1• N f 7 -f . . ... " f W 1'XYX.126'MULLION 1'X2'X.37EMULLIDN TX22WX.376MULLM 1'X2.76'X.6W'MULL= PX3.12SXb'MnILUON /.ffi'X3.1e'X288'MULLION 12Vx2.11•X.12FNil ION �, N 88B3T8ALUM. 6003-TS ALLAL 608378 ALUML 808378 ALUM. 6083-TB ALUM. 808378 ALUM. 8883-TBALtIM. � O X-SECTION XSEGTION X4SECTION XSEOfB?N X-SECTION XSECTION X-SECTION tozz 1-j f"-.126 1+•��--.i28• --•{�--.126 g II 4 TABLE A STANDARD I Dlme�m,Value On) For MuNian: m 0 2 ow XSECT(QN 2.126' U X- Cf10N A 1.M � 2LI Z 126 B 2.654 1"XY X.126 U .125 I 8 X�SECTION C AWR MBn Q 0.886 •iT,� o r D 0.740A 1.126 N .126 4 Z P .740' 8 2.404 1"XY X.378' ca 0 - Y Akurdnum 3.126' •{ CUTIfERE�To 376 6.000" C 0.836 TubeMumm ~ Q �a 376 CREATE� MIN. -� O r- "MIN. 376 MOV. A 1.876 S` MMI. DETALF.SHEET4 d 1 I I 1 I A A 1 U-0CLIP F-----'----� B 3.000 1"X 2.76'X L.- ------I L---------' 6083-TOALUM. `- "------------------ 2X6ANOLECLB' C 0.767 .375AWmbw TO> 6003-TSALU16. D 1.118 TWO R1UM- TOPVIEW `- STANDARD CLIPCEWTER OF ANCHOR HOLE MUST LIE WITHIN THE E .45D Mhl 60340 ALU DASFiEp BOUNDARY.SEE SHEETS 647 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOMAM CENTEROFANCHOR ANCHOR O.C.DISTANCE.MAXBoAHYt ANCHOR A 1-312 4"X2.76 X NflTFONTF�ETS 6DASHHEDBOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DMMETER•V18'. B .8501' 3.000 STi .17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE MA)MAIMAVCHOR HOLE BOUNDARY.SEE C 0.478 AWmInwn DIAMETER ANCHOR DIAMETER.1/18'. SHEETS 6.17 FOR THE D 0.838 Tube Muloon ANCHORaC. TABLE B DISTANCE.MAXIMUM A 2.000 D1ICD'RBYISHO Mull Dlmens)on t POTPaRA B 20.1'1 1"X3126 X aw&bmePlodda 6.600 MR DIS EMAANNCHOR Mulffon Std.Clip Offset dip UANIP AH418 CB AW AIUM 378 E40d DIAMETER r 1/18`. NA 0.883 Tube M16I IOU 1"XT X.128'(b) 6 888t13M GM118M W8243M 888611M 1.137 r---- ------------------ 1"XT X.376(8) 689008 888114M 8081118ht 888244M 888612M 2.82b I#od¢R 1 1"X2.7W X.378°(7) 8 07 668115M BB8112DM M 889613tH 3.W2 X.2 X Ahm X.286 Ahslt1"X2.76 X.6W(8) SWISH 6MI21M 6SM461N 86861414 0.882 TWO MuA �� LYNN Bi"XS.128°X.800°(8) 868STM 81119A4 N61,44M 6f 242M 688616M 9.782 `�`��rDN��Fm"F�(�p�% 1.28'X2.11' Ql I I I ` --__--� 1.26X3.188"X.285(12) 98941M M1117M 88S1113M 888L41M 688616M A 1.843 ` '• -------- .121"Aker ;c No. I 1.28'X 2.11"X.125(18) 69370 NIA NIA NIA 886617M Tube Mao _ 5870.ri ' OFFSET CLIP NOTES: ='O r Za( �„�j% ty` 808378 ALUM. jl .12V I TOS 1)HOLES TO BE MLLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 6N94 ON THIS SHEET. 2)SEE SItEETS$-20 FOR SLIGGESTM.APPROXIMATE FELE LOCATIQAiS&ANCHOR 0 DISTANCE. A CHlNN� �ER��P.E. 3)SEE SHEETS 2A FOR GEN6tAL INSTALLATION METHODS. FL P.E.O 68706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ••• . . ... . . . . 0% -� 1mv 1.000• -t :8W .36s' .926 . • • • • ... � 1.62• I • • • •• . • .436 , I •a 0 OGG of. • . • . • 4" .126'BTANDA,I;Up 4.000' 4000' &8w 2000• 60WYBALUM. � 21� _ yppp• 2X5 ANGLE CLIP � .126' I XSECTX)PH I 163-TO AURA. 8083TB ALUM. 126 -IIL XSECym •• • X JMN••• •• 1 125 .126 • A3t• T • V) 126' • • • • • •• • • O .1 CENTER Or ANCHOR HOLE W4PT LIWTVM THIj • • 900 ••• J .375 .165 .376 DASHED BOUNDARY.SEE SHEETS 6.20 FOR THE _ AANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m 47 HUE DWAETEti:ANC(OR014METER+1116'. W o O 1'X4'XA25 1•XCX.A 6' YX4'x.3m pp' MULLION MULLION T-MllL.L10N &�• CUIF�TO 6'� ,376• m tfl1 N 8083•TSECT= XSEALUM CTWN X EALUK CTTIIOIN aim• •j_CREATE F-CLIP,SHEET BS r-3� �' 2 WMIN, I j 12W .376 W ggy r-------i I i------- CENIEROF i--------- ------------ .376 ANCHORHOLE I H HB4 > _ 12>�' t MH>STLEwrttiM I I a z THE DASHED � i i I i i F I BOUNDARY.SEE FOR 2876' i ----1._. ; --- i P SHEETS� [so MMA[M 3. ANCHOR HOLE 52 1W &260•L IIiiDIAMETER:IOD' 1000 i -----J IL-------JAICHORAMM L------------------ 2X5ANCtECLIPDIAMETER+1/i5. .10582,r4• STANDAROCUP U41P 6003-T6ALUM. -L�I.or!�i --I.8W!+- --I Am I-- CENTERSANCHORFELEMILiTLL: T TO ALUM OPVIEW � TOPYiEW -� YATHM THE QASHED BOUNDARY.SEE PVEW t.26'x326`X.i00' 126'x325 x.824• 125X3.WX024' SHEETS e-MFOR THE ANCHOR QC. TABLE TABLE C,CONT. MULLXIN MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE oltnerALo Value Pw For mullion: nd*n Vacua Qn)j For Mullim, 60V.T6AURA. 6005-76 AU K 6006•TSALU K DIAMffTEUt:ANCHOR DIAMIETER+VW. X-TION X-SECTION XSECTION 1' F 126'X9 G 1.000 .126 O 0.6� X.824' H 2880 Alwhan H 1.436 AWmiroun 3489" 8�5� t &000 7111 1 3 X&W F &fel 1•X4•X f 2826 /.26'X&D4' 1.8 Mumm 2.�1•.1 1.870 ,I .126 M� .375 G 0.767 .375 0 1.128 X.624' _-- ---� .-------� H 2430 Alunlnan H 1.600 AWmtnan RAT wm TWO Millon. I &000 Tube 8 T I 3.280s r I I i I F 2260 126'X126 F 2.813 30° uI Aw 0 0.750 XAW F 2876 46' { 126• 45• 2.2W I j 1 H 1.600 AWA)h n ordrd 30' I I I r an H 1 3. 45 BAY I &268• i i i i TABLED 1111 f r r H 1, 3D'BAYMUIVN 8063-TBILLUM. '----- I I '-- ---.--_: Mall D(mandon PflTPerto ��QN`l A1��i�� 6063•TOALU>b. l XSECTION ---� 1 r$Mll Ofleet U-08p An&CUP : '��•'• CEN �: INi >� Mallow ,, •':Fr XSECTION I OFFSET CLIP 1'X4'X.125(� 8B:i84 6861122M 8862A1M 886818M `�'t:' .•* „ •126' I 6063-TBALUH. 1'XCX.375(11) 66810 6681123M f SMISM No.58705 .��•-'981•+ If.98t•-a .740' TOS^' r X4•X.378'T(11) 66653 ONI123M 6OMM SM14M _ fY NOTES 125 X325 X.10'(t3) 6MI24M BMM410M 66�116H !t)HOLES TO BE OR01ED M THE FIELD FOLLOWING DIMENSIONAL RESTICTIONS GIVEN ON TMS SLEET. t25 X3W X.824'(14) 70101 8881721 M 68MIlM 8SWHISM '• S A ((/z. 125 X3.94'X.828'(1� 20162 8BB1t28bA 86624tH 660817M ;�`�,•..Flo pp.r'��'?: SEE SHEET$6.20 FOR SUGGEST®.APPROXIMATE HOE LOCATIONS. 30 tAd�a(isll 88848 WA WA tQ1A 88�110M �i ,, '••• tJ\�`� � 45-Degree(20) 88680 WA WA WA 888811tH ";,,ftNAV- `` 3)SIE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS A.LY41CC��t,P.E. FL P.E.@ 60705 . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• TABLE E �°° Mull Dimension PGT PaA>7 • ••• s• ••• •• i•• tf it "#at S) Mullion I Std.Clip U�Cllp Angie Clip I �r.126 I -{�- .926' +{I» �2� • : ••: • : ••• cl~d 2"X4°X.28(18) O8281M 888271M 815112M • • • • • • • ' • • ••• •• ••• • a 2°XSX.25'(17) X804 858282M 88ti272M 8>i8S1t3A9 I 3TMID/U�CLP � lLt'LIP � 2X8ANL�Et� eOWTSe� 2.126' I 6083-TO cT� 2880' X�CT ALUM NOTES •1�, I .928' •• • • • •• ••• •• 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING • • • • • • • .92fi 8 a0. DIMENSKWAL RESTRICTIONS GPAW ON TMS SMUT. T' y 2)SEE SHEETS 5-20 FOR SUGGESTED.APPROXIMATE I • • • • • • • :01. • { HOLE LOCATIONS. 1,e�Q` 1'480• »� IU 3)SEE SHEETS 2.4 FOR GENERAL.INSTALLATION METHODS. •• • s • • • ••• •• UI 8.�' g U % t� 3500'-� CREATE FAP. &ow Mgt w 40 O GIT HERE TO 2' .376' F I BEE DETAIL F. •3W .376' MIN. ` SHEEi4 M9L R _ m j -- ------ -------- -- -- ---- 1 i T---------------------� Z $ I I I 4.000" t I I 1 i J -I-- --- --I 34W 4 + 3438' .2w rXCX.2s I I 1 --------� U Q $ MULLION 1 I 3438° I I Q ew3-,MALUM. X•SECTION I I t i i .376' co) ZLI '-- ------ ----- � L---------------------i MRN. STAND LECUP CEMER6FANCHORHOLEMUSf UE Ta�Utd�. D u-C 8083-TBAI.UM ET,e CENTERS ANf�RHOLEMLWUE �&.T$AALUUK a 250' WRt ITIff DASHED SOIMY.SEE TOPVIV WRIG•ITHEOASHED8OUNDARY.SEE Tomew SHEM6-20FORTHEAM MOC. SHEETS5MFORTHEANCWROC. .� ANCEMNIMIMIANCHORHOLE CE OFANOHGLIO�.EMUSTLIE DISTANCE.MA70MUMANCHOR ME � DIAMETER:ANCHOR N18. THEDWSi®BOUtmARY.S( DIAMETER:ANCHOR DIAMETER+tttW. sow 620 FOR THEANCHt}R O.C. DNTANCE.MAXIM MANCHOR HOLE CUT HERE TO OIAMEIER ANCHOR DINNER+VW. Soot/ �-2800'--j .37s 3AW CRENTEFCI P. 375' MIN. L r-SEE 4DET�F' MM. ¢ .37W MIN. .376' r----- ----- ----------- -- -- I I I I i 1 I I I I i I i I r r I I I I 8.000' -j-- -r-- --j 4 ¢ t 5438' � + -------I I I I I I 1 IIIIIIl111 i 643 AO�y LYNN 2'X0'X.28 I I I 1 'l:'�aCENSF••. MILLION 6083-78 ALUM. X-SECTION No.58705 _ - � MIN. ----------- ------------ — L---------------------.1 _ 0*'. ATE ,: STANDARD CLP U-CUP WANGLBCLIP i •'•. ORIOQ.•''`�j\ ' 6083.76 ALUM. 6o83-TBALUM. 8003-TB ALUM TOP VIEW USED FORrXB'A81LLt0N.SHEET 17 TOPVIEW TOPVmW A LYt4bt MILL'�L,P.E. FL P.E.a3 58706 • ... • ... EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.W.THE OPENING REQUIRES A DESIGN PRESSURE OF+60APWA PSF- fill NOANMMSIN1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE.THE IAUL LM LENGTH IS 72'AND THE OP6QIN0 WIDTH IS 32'+32+'r'(-W.REFERENCING SHEET 25,714E COLUMN USING HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLtS FOR A MULLION THAT IS AT LEASTTFC DE�TH OF V�'AN0.1%MEET•ORS XCEL•4P' Ift REC0"HE0 DESIGN PRESSURE OF+80.OM.O PSF.IF THE TA13LE DOES NOT SHOW THE EXACT SIZE.USE THE NEXT I mwl SRE E•• • • • • • • •• jo u `-8EE GEE FROM TABLE 3A,SHEET T.THE VX 2.78'X.378'MULLION(LENGTH-72.OPENWO WIDTH a 70')MEETS THE DEPTH REW.IREp W;JEVER TFC DESIGN&SSURE$O-W+AND MOULD n O �&5TRI1Tt0N DETAaB, •s• • ••• •• ••• • Y6 PR�UCfS SHEETS NOTH9E$UITASLEPORTHISAPPLtCAT10T1. a' tt333 APPRWAL 23 FROM TABLE 4A,SHEET 8.THE 1'X 2.78'X AW MULLION(LENGTH-72',OPENING WIDTH-701)HASA DESIGN PRESSURE OF 41-MY PSF WHICH EXCEEDS THE REQUIREMENTS FINN THE T2 OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LSI. LENDTIR 4 A 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AID f�TYPE REQUIRED FOR THE WAD SUBSDRA7�. fli' fA41 a�-*ITFC¢5� 72/�tIbRS Aft THE 2X8 15 m 1- 7I RLL c�V Ul ANGLE CLIPS WITH(4)012 ANCHORS HAVE ACAPACITY OF I�LBS.THOUGH EITHER ER ONE COULD BE USED.THE STANDARDFUP ISSWEFWO31ST • •• • to DETAtA 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIlN PlASU9URB}OPRIUIWODi3OR FENE8TRA�ON PRODUCTS.Yet L SHEM APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FETE>lTRATICfPR®OIX:MBE INSTAUU77 !<fFANIOE WITH THE 111111 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES Alt FENESTRATION WN PRODUCTS TO MULLION. g N IN T}08 EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS N30.0 PIF.'fH*OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSP WITH AN ANCHOR CAPACITY�838 L34.ALTERNATIVELY, 0 NOANCHORB IN WORMSat THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE SM USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN OF 00 Fes: N � WmTH (SD PSF)X M BSSF}=824.5 LBS (MAYBE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 40)OFEM g Z THE BUIDINO SUBSTRATE S KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SIL.THE WINDOW FRAME DEPTH IS 2-'.THE OPENING REQ IRESA DESIGN PRESSURE OF+50.035.0 PSA z r �} FOR THE VERTICAL MULLION. r C 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH is 32'+72'+1'=108'AND THE OPENING WOTH IS 3'+38'1'=73'.REFERENCING SHEET 28, a THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE OMI MILLION TABLES FORAMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318'AND WILL � EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.0!38.0 PIF.IF IFI:TABLE DOES NOT SHOW THE EXACT ,USE THE PEXT LARGER SIZE AVAILABLE a FROM TABLE 3R MEET 7,THIS 1'X 2.76'X.378'MULLION(LENGTH a 108,OPENING WIDTH=80'MEETS THE DEPTH REQUIRED.HOWEVER THE D£S1(84 PRESSURE ISN-18.1 PSF MaLwom AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Q FROM TABLE 12A,SHEET 18.THE 2'X C X 2W MULLION(LENGTH=.1 W,OPENI O WIDTH=! HAS A DESIGN PRESSURE OF 4W.7 PSF WHICH EXCEEDS THE REQUIREMENTS a 2 m WE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.SM WTAR.0F91E8TRAT= 8119m BECAUSE IT LS NOW KNOWN THAT THE MULLION VOL ADD 270 7H E MATH OF THE MUIU.ED UNIT,THE AD.IIST®OPENINS WIDTH 8938'+38'*2-W,NOT 73'AS PREMISLY MMOTa 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCAB�E FOR THE ADJUSTED OPENING.ALTERNATIVELY.THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN AMMANTHE 73'DIMENSION(311-11Y+3rdfg'+7'=7n I r - 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY)&W CLIP TYPE REQUIRED FOR THE CONCRETE S118STRATE IN THIS EXAMPLE,ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8'WAGE.IF THE MULLION CLIP W�w TO BE CENTERED WITHIN THE r,CARE mw BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DS'fANCE. VERMAL '•- ' USING THE STANDARD CLIP WITH(6)3f18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-W GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER AND L�RRtfl�tl EEE 9E THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. a OEFMA DETAILE, OPEAM SKEE823 SHEENS FOR THE HORIZONTAL MULLIONS; Flow BECAUSE THE VERTICAL MULL.WILL BE A Y X 4'X 280'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULUONS.ALTERNATIVELY,ANOTHER t FOR MULLION TYPE COULD BE CHOSEN. ? 9mNs 1)THE MULLION LENGTH IS 38'NTD THE OPENING HEIHT IS 32'+726+2'-100'.RE MJG SHEET 25.THE COLUMN USING TRAPEZCIDA IMANGULAR LOADING MAYBEMULLION �06• USED.FROM TABLE 12A,SHEET 18,THE 2•X 4'X.250'MULLION(@ WMTH=42',OPENING HEIGHT=1209 HAS A DESIGN PRESEIRE OF 4/470.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN INS APP41CATML NOTE THE ANCHOR CAPACITY REQUIRED OF 821 LBS. S� DETA83, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE•ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS FJ(AMIPL.E.ASSUME THE CUIU JAIAB.SARE l4 •het uN CmArol X78 VIRDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B')CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X6ANGLE CLIPS WITH 23 (4)SMW ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 640 LOS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. l`�� (4YNN 4)FOR THE U-CLIP IN THE HORIZONTAL MILLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 821 LBS.TABLE 128 FOR THE U-CLIP SHOWSTHE ANCHOR `:��'��:y�CENSg•'•.F9'i Muu teNarx MULL LENDTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH S GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED A NCHHOR CAPACITY REQUIREMENT OF 521 Lm THE r OPEMNG WNTH VOR bERiICAL1aAL ANCHOR TYPE IS A012 STEEL.SCREW. � *� ND.58705 %* ` _ FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: 0•54.7 PSF FROM THE VERTICAL MILTON: ;^O 1 (, +1-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTAC I NGTO GMU; t A 11 S (v 41--170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACINO TO THE VERTICAL MULLION WMRSECTION� • `••.,fLORto?:• '(j •: THE LOWEST DESIGN PRESSURE IS 4/31.7 PSP AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESI�INPRES OF THE FENESTRATION PRODUCTS USED WIT3THTSRMMSYSTENLTHE LOVER DESIGN PHE8SURE,OFMUdLUQNSORH�STRATLON ' j �v��`� PRODUCTS,WILL APPLY TOTHE OVERALL ASSEM13LY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THHE MULLION AM THE FENESTRATION PRODUCT BE INSTALLED IN A.LYFIN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.EA 58705 _ ---- _ �� —��,--_— /it / � ►�%r__r_r//r///�I�f !I 'I,' I it •� !i •� � �� / � Elf, IN IlI kk s €I - II 14-9 t ��VNIM