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WS-16-2475 P?ermit'No, W S'91 2 Miami Shores Village , Permit Type:Wind ori 'Shi,tt 10050 N.E.2nd Avenue NE ClaSsifi atron:V"Olou�l3bOr I pla n Miami Shores,FL 33138-0000 Phone: (305)795 2204 1mit APPROVED €6tt '' OWE,Issue ate:J/ /2016 Expiration: 03/15/2017 Project Address Parcel Number Applicant 80 NE 97 Street 1132060130740 Miami Shores, FL 33138- Block: Lot: JOSEPH KOHL Owner Information Address Phone Celt JOSEPH KOHL 80 NE 97 ST MIAMI SHORES FL 33138-2331 Contractor(s) Phone Cell Phone Valuation: $ 35,394.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work: 17 WINDOWS AND 2 DOORS WITH IMPACT Available Inspections: No of Openings:19 Inspection Type: Additional Info:17 WINDOWS AND 2 DOORS WITH IMPACT Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $21.60 Invoice# WS-9-16-61250 DBPR Fee $4.35 09/16/2016 Check#:31067 $315.30 $50.00 DCA Fee $4.35 Education Surcharge $7.20 09/07/2016 Check#:31950 $50.00 $0.00 Permit Fee $290.00 Scanning Fee $9.00 Technology Fee $28.80 Total: $365.30 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https:/Ibldg.miamishoresvillage.com/cap/. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. September 16,2016 2 A Miami Shores Village Building Department SE 2016 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 e Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20i 4 BUILDING Master Permit No.WS 16— `2475 PERMIT APPLICATION Sub Permit No. QBUILDING F-1 ELECTRIC ❑ ROOFING ❑ REVISION F-1 EXTENSION RENEWAL F-IPLUMBING F-� MECHANICAL 7PUBLICWORKS F-� CHANGE OF ❑ CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 80 We- 9I 5, City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: DI 3�� " 013 -Ojgid ) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): J�� 9NL Phone#: Address: b® we q1 -3r' City: 111AI41 .5HCze�-5 State: FL- Zip: 331M Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ 35► 3Ciq Square/Linear Footage of Work: `Type of Work: ❑ Addition ❑ Alteration ❑ New K Repair/Replace ❑ Demolition Description of Work: REPLACE 0j W t oOOu--n AP C) Z .DDOIZ5 uD�I 1r1104c ' -51ZJE FCC- 59ZI- Specify color of color thru tile: Submittal Fee$ , Permit Fee$ �� , CCF$ 12—f CO/CC$ " Scanning Fee$ , 00 Radon Fee$ 4' 3G DBPR$ 'f- 39 Notary$ Technology Fee$ G-`�° C7��1 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ (, TOTAL FEE NOW DUE$ �✓ (Revised02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvedWPection fee will be charged. Signature Signature OWNER or A ENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �� 20 I, by day of JI✓`Py_ 20 1f0 by a 05E-DP K OH who is personally known to W P`f►26- T-- bO��,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identificatio (an who did take an oath. NOTARY PUBLIC: NOTARY PU LIC: �� Sign: Sign: PrintPrint Seal: r��°nYpUB�% ANTONIOHERNANDEZ Seal: * '� MY COMMISSION#FF 164915EXPIRES:October 1,2U18 Or Bonded Thru Budget Notary Ser*es APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Prop ch Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary lj OFFICE OF PROPERTY A Yi•7, Summary Report Generated On:8/2/2016 Property Information WW i. Folio: 11-3206-013-0740 Property Address: 80 NE 97 ST71 Miami Shores,FL 33138-2331 Owner JOSEPH KOHL �i Mailing Address 80 NE 97 ST #41 1 F MIAMI SHORES,FL 33138-2331 - Primary Zone 1100 SGL FAMILY-2301-2500 SQ - Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT V 19 Beds/Baths/Half 3/2/0 r Floors 1 Living Units Actual Area 2,280 Sq.Ft Living Area 1,799 Sq.Ft 71 Adjusted Area 1,938 Sq.Ft Taxable Value Information Lot Size 9,326.5 Sq.Ft 2016 2015 2014 Year Built 11940 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value 1 $127,561 $126,327 $124,928 Land Value $233,256 $177,427 $177,427 School Board Building Value $134,885 $134,885 $129,973 Exemption Value $25,000 $25,000 $25,000 XF Value $1,323 $1,042 $1,055 Taxable Value 1 $152,561 $151,327 $149,928 Market Value $369,464 $313,354 $308,455 City Assessed Value $177,561 $176,327 $174,928 Exemption Value $50,000 $50,000 $50,000 Taxable Value $127,561 $126,327 $124,928 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $127,561 $126,327 $124,928 Cap Reduction $191,903 $137,027 $133,527 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Previous Price OR Qualification Description Homestead Sale Book-Page Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 05/01/2003 $0 21341-1957 Sales which are disqualified as a Board,City,Regional). result of examination of the deed 02/01/2000 $0 19577-4977 Sales which are disqualified as a Short Legal Description result of examination of the deed MIAMI SHORES SEC 1 AMD PB 10-70 11/01/1996 $142,000 17444-3119 Sales which are qualified LOT 1 &E1/2 LOT 2 BLK 6 10/01/1987 $81,800 13442-2992 Sales which are qualified LOT SIZE 81.100 X 115 OR 19577-4977 02 2000 4 COC 21341-1957 05 2003 4 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfiinfo/disclaimer.asp Version: 1 of 1 8/2/2016 12:54 PM c STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (650) 467-1395 " 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0763 BURNETT, WAYNE THOMAS FLORIDA HOME-IMPROVEMENT ASSOCIATES INC 2350 SW INDIGO LANE PORT SAINT LUCIE FL 34953 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CGCO61890 `. JSWED: 08/11/2016 to serve you better. For information about our services,please In-onto .myfloridalleense.com. There you can find more CERTIFIED GENO 3A CONTRACT-OR nation about our divisions and the regulations that impact BURNETT,WAYf4l�THOMAS.., subscribe to department newsletters and learn more about. FLORIDA HOME-MPROVEMb ;ASSOCIATE the Department's initiatives. ,y Our mission at the Department is: License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and Congratulations on your new license! Expiration date:AUG 31,2018 L1so8110002287 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD �{ CGCO61890 The GENERAL CONTRACTOR Named below IS CERTIFIED . va Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 BURNETT,WAYNE THOMAS FLORIDA HOME-IMPROV,EIIAENTASSOCIATES IFC 3044 SW 42 ST ';• FORT LAUDERDALE FL 33312 e • ISSUED: 08/11/2016 DISPLAY AS RFOLJIRFr) RY I AW SFr]it 11RnR11nnn?9R7 .r PiL q. a ' a Speclalty Ertgineedng Cottaultetds,Inc. n,�tut'Er. Wktd Velocaea In South Florida 9 1580 SW 30 Avenue,Suite 020 4',� Dale Browmd Palm Beach f(� r' -r•- �. ` Boynton Beach,FL 334326 ;;: �Z f .� FL.CA0 009217 v, �{., Rik Cat.1 165 156 136 L-risk m hammua f- s Risk Ca.2 17.5 170 170 S' Ii-I Restdeas:Cs (�'�n (�� a,r •�>�= Risk Cat 3&4 186 I80 180 Fsseodel P 9 h (GCp ""Y i� Intatuctlotts and finthations of Uae 1Charts ovkle wtrM essurea based on the mean roof height And shall not exceed W-V. 2 n assures ere for an enclosed shutters or other Im resistance mtecWn r u0 V(mph) 175 1620 FBC for HVHZ,or Fig.26.5-1 e 3 User shall detemdne the mean roof he Eave he M+Root Peak e Risk Category tI Table 1.5-1,page 2 4 End zone distance Is the leacor of 10%of IertgOr,10%of wklth or 40%of the mean roof height end not leas Otan 3'-0' `--- - - Fxpaaoc C Sema®26.7 5 If 50%of a component is in a ruler zone then Owl component Is considered to be in zona with the ma of the area.If uestbnable then tete N Zone 5=}'�' - Kd 0.85 Table 26.6-1,page 250 6 Each com nea wirdow,door,mullion has a area that is area to be used.Area of wm nems to rounded dawn but shall not be less than 10 sf � - Ka 1 Figure 26.8-1,page 252 7 For NDA's that require a Kd=1.D then multi the values listed herein 1.18. GCPi 0.18 -0.18 0.55 8 W6M ensures are based on Allowable stress design. Pitch of roof 3/12 14.0 degrees 0 n ressures Rated herein we valid for res 8 and C and a D.max roof height theta 14.0 degrees 10 Charts and values listed herein are on valid when ned dated and sealed Cary McDou le PE 056214 or Mark LeBlanc PE 035683 or Adm D.LeBlanc PE077012 11 Wind destgn pressures are calculated In accordance with ASCE 7-10 Method 2 12 Mn rad-gim la taken for slopes less than 10 degrees. Area of Area of tom Area of t Arco ofamnponau Area ofoomponent Area ofoomponent Area of t Area of Area of Area of Area of oontponent 10.0 a 15.0 of 20.0 sf 25.0 of 30.0 of 35.0 af' 40.0 sf 45.0 sf 50.0 a 55.0 a' 60.0 of Mean Raof t lei -t Zone 4 Zane Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 41.8 -50.6 41.4 49.8 41.0 49.0 -40.6 48.3 40.2 47.5 -39.8 -46,8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 -40.7 48.2 40.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 -40.4 47.2 40.0 46.4 1 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 -48.6 40.9 -47.8 -40.5 47.0 -40.1 -16.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 -44.4 -54.0 43.9 -53.2 43.5 -52.4 -43.1 -51.5 -42.7 -50.7 42.2 49.9 41.8 49.1 -41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.4 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 34.9 -54.5 -44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 -44.9 -54.3 -44.4 -53.5 34.0 -52.6 43.6 -51.8 43.1 -51.0 -42.7 -50.2 1 42.3 49.4 1 41.8 48.5 41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 37.1 -58.1 35.8 -55.6 35.3 -54.8 34.9 -54.0 1 34.4 -53.2 1 -44.0 -52.3 33.6 -51.5 43.1 -50.7 32.7 49.9 32.2 39.0 -41.8 38.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 35.3 -54.5 34.9 -53.7 44.4 42.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 32.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 36.6 -56.7 -46.2 -55.8 45.7 -55.0 45.3 -54.1 34.8 -53.3 -44.4 -52.5 1 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 1 -59.7 47.0 -57.2 -46.6 -56.3 46.1 1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 1 43.8 -51.2 33.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.142.1 41.6 41.6 41.2 41.2 40.7 40.7 1 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 36.5 -55.9 36.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 34.2 -51.6 1 43.7 -50.8 1 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 34.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.30 0 •42.R 42.8 4 413 0 481.9 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -52.8 -46 5.• • 3 • •55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 -51.6 44.0 -50.7 46.0-= x:46.0 44.6 44.6 44.1 44.1 43.6 43.1} Al 43.10 0 49600 4.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 49.9 '-6c.6 48.5 -59.0 48.0 -58.1 47.6 ' 6.3' • 6• 1 46.2 -54.6 45.7 -53.7 45.2 -52.8 -44.8 .pQ .3 -51.1 "46:3 - 463�" _449' "-fi4.9 "44:4 44.4- 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 4P p !1 40.5 30 -50.3 1 -62.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 1 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 -51.4 do • • �r • • a •• • • so °• •• • • • • • • • 012r ovc UG - a I lit ON a • • • ®; • • ••• • 1111111110% MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:80 NE 97 St Miami Shores FL,33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16736.2 +60.0 -60.0 +40.1 -43.4 1113/4 x 50 5/8 NO YES 2 FL689o.1 +67.5 -67.5 -53.6 351/2 x 48 3/4 3 FL16177.1 +70.0 -70.0 .(, -43.4 4 5 18 x 37 3/4 6 36 x 501/2 7 .j. FL16736.1 +60.0 -60.0 54 5/8 x 501/2 8 .l. •J, 1, 1� I 1( -53.6 501/2 x 491/2 y �, 9 .j. FL13010.4 +55.0 -55.0 1l 40 3/8 x 481/2 .J, 1 x 275&2X6 10 DFD FL14850.1 +70.0 -70.0 41 961/4 x 831/4 8.03 .� 11 SIDELITE 1L 41 12 SFD 41 -43.4 32 3/4 x 77 3/4rFLgs2o.i 13 WINDOW FL6890.1 +675 -67.5 �, y 261/2 x 50 7/8 y 14 41 1( � �, �, � y �15 .J� FL16177.1 +70.0 -70.0 �, 36 3/8 x 50 5/8 1L .L 16 .j. 1I 41 1, FL9520.1 17 �, �, •••�;•� •• •� 181/8x371/2 18 361/2 x 501/2 19 20 FL689o.1 +67.5 : -67.5 f53A FHA - DIAGRAM SHEET Pacbr?cCa MEASURING TECH MEASURE DATE �soC�a$@s -,rpn 5", e/-2 y CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL#OF FLOORS -i- --- --�-- T - ---- ---- : -- _:�. �_ --------N i_ . .." --k - ------ ------ th _v _.. - t-=---- --- --�___ - --- --- =- .... .. ----------------------=-- -- --- ---- t 4-or we • w"N` rlsr•Q r �"--- JJ•Lii�i---- � + `--�---= -------rte•----------- -- ----•---- _.._-- - •- -•-- - �- _ --- -- --- — •0•q� •i.• r,••.•� - --- -- dd- •Y•!• •..• .t • .._�.. fA _,__ -.__ _ ----- ----- -- ------ -- -- - ---- ------------- t0%-------- - - ---- - .. - - ---------- ---------- --- - = -- — ------ - - - - Florida Building Code Online Page 1 of 3 V,da Di p nMeMof ac[s Fbme Log to i user m9wrown ma-raph's I subma surcharge Sorts a Fad ('u I,a t i� i ,: ! ;r r 5r n,c;, Search 3usines, � I ProfessiVi 1l QOUSEILProduct Approval PuDlk User Regulation Product Approval Menu>$DduR er Aedkatlpn Search>Apol(cauon Ust>AppllmOon DmH FL# 13010-R3 -- Application Type Revision Code Version 2014 Application Status Approved Comments Archlved 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.ec Authorized Signature Koss Erin ekoss*cws.cc s4`•• Technical Representative Erin Koss • • Address/Phone/Emall 1900 SW 44th Ave. i ••• •••• ••••:• Ocala,FL 34474 •• • • •• • (352)368-6922 Ext 291 •0`4`4`•• •0`i••• •4`4`si• ekoss@cws.cc • 4`4`4`4`•• ••ee 4`0`40• • • Quallty Assurance Representative ]ay Lathrop • • • • •4`•• 4`4`4`4` •4`•s• Address/Phone/Emall 1900 SW 44th Ave. 4` • Ocala,FL 34474 ••�•s� ••4`s : w•0`4`• (352)368-6922 Ext 291 4`• •• •s ••0`••• jlathrop@cws.x • •4`•s•• • • • • • • ••4`.0`• Category Windows •...•• Subcategory Fixed + • • •••••• •• • •4`4`• s • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1J Evaluation Report-Hardoopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certlflcations,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 66 Validation Checklist-Hardcopy Received Certificate of Independence FI.13010 R3 COI EvalReo CWS-3738(PW-8300.120x48.IMP).pdf Referenced Standard and Year(of Standard) ftrkdard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-OS 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 ktp://www.flori&building.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 721. Limits of Use Installation Instructions Approved for use In HVHZ:Yes EL13010 R3 II CWS-433B(PW-8150.36x72.IMPLodf Approved for use outside HVHZ:Yes VerN9ed By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressuret+75/-75 Evaluation Reports Otber:PW-8150,36"x 72",DP=+/-75 psi.Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalRep CWS-433B(PW-8150,3602 Glass complies to ASTM E1300-04. IMP).odf FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC F1g/Fin Fixed Window,Continuous**"&Sill. Limits of Use Installation Instructions • • •••• •••••• Approved for use In HVHZ Yes FL13010 R3 1I CWS-S10B(P1Y,,8150:C-ONTHDSL*• •• Approved for use outside HVHZ:Yee IMP).odf 00:000 • Impact Resistant:Yes Verified By: Lucas A.Turner�✓�La;•• • •••••• Design Pressure:+67.5/-67.5 Created by Independent Thfre P*Vn les • • Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8' Evaluation Reports ••see: x 72".Outer lite must be safety glass above 30 ft.In HVHZ. EL13010 R3 AE DuPont PVBNVOAI ISM n 2ii.odf•• • • Glass complies to ASTM E1300-04. FL13010 R3 AE EvalikepCySa"N(PW-8150!••• 90:0406 CONTHDSL.IMP).udf so**** ••• • ••••• FL13010 R3 AE Ouanex fMffcm&l 12-1017 19,41! Created by Independent Thi rly:Yes •••• • • 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,b20"x 4;-. • • ••••i• Limits of Use Installation Instructions1-84: • • • • Approved for use In HVHZ:Yes FL13010 R3 II CWS 3738(F�101-84:120x48.dCiW.ndf ••••e Approved for use outside HVHZs Yes Verified By:Lucas A.Turner 58201 • • • Impact Resisterst:Yes Created by Independent Third Party:Yes •• • Design Pressure:+70/-70 Evaluation Reports Other:PW-8300,120"x 48",DP=+/-70 psf.Large FL1301D R3 AE DuPont SGP NOA 11-0624 02.pgt Missile Impact Glass complies to ASTM E1300-04. EL13010 R3 AE EvalRessCWS-373131PW-8300. 120x48. IMP).txlf 1 I 02jidf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Limits of Use Installation instructions Approved for use in HVHZi Yes FL13010 R3 1I CWS-159D(PW-830D-72x76.IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Others Large Missile Impact,See Installation Drawings for R13DIO R3 AE DuPont WA NOA 13-0129 27.odf Max.size and DP's.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SC,,P NOA 11-0624 02.odf ft in HVHZ.Glass complies to ASTM E1300-04. R13010 R3 LSE EvalRep CWS-159D(PW-8300.72xM IMP)•o f FL13010 R3 AE Ouanex(Mikren)NOA 12-1017 02.odf Created by Independent Third Party:Yes CenWd us:: ffi6ne•850-497-1[17A The State of Pbrtda Is an AAJEED emph4w,Lonttiaht 2007-2013 Siete of Rankin,::p :: :;Refund http://www.floridabuilding.org/pr/pr app_dtl.aspx?pararn=wGEVXQwtDgvQEb8FEH60... 6/24/2415 Florida Building Code Online Page 3 of 3 ` Under Florida ilw,email eddnesses areublic records.If p you de not want your eyn0 address released In reraorae to a Dubik-records request,do not sand electronic mall to this entity I ,contact to office by phom or by traditional mall.If you have art qu�,tlons,pease cornett 850.407.1395.•Purses%to Section 455.275(1),Florida SWbAe%a factiva Odnb•r 1,2012,llcensa•B lkwmed under Chapter 455,FS.must provide the Depwtrmnt with an smell address if tory have on.The•mails provided may be used for official comnurrsration with the licensee.However•mal addnrsses ere publicrecord,V you do not wish to supply a personal address,please provide the Deparbriont with an email address which pa be made available to the public.To detmrnina If you ars a Iktsuee order Chapter 455,F.S.,pease eiek hp[e,,. ProdYCt Appr•val Accepto KI Ow 84LVr! !1!7 H'1 0000•• • •s. ••6• 0000•••• 0000• • 4,00:*0000 • 00 • • • .:00:000 •00. 0 0000•• 0000•••• •00000•0 • • • ••4,•• 000000 00600 •• • • • • ••4,• 64,.41 006041 ••0000•• ••• 00 •• •• •00600• •• ••4,.6• • ••00••• • 6 • • • • •4,0064,• • • • • •• 4, 6.00• 00 • http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 UR ATE"�` 1239 Jahara Ave. 1� North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. F13PE C.O.A.#29779 Evaluation Report 159D April 18,2015 Product Description: Genes 83UU PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 7T'x 76"unit size DP67.5(DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900 SW 44s'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5'h Edition(2014)Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-159D,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3954-01 and 4A,and NCTL-210-3955-01 and-IA,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,P.E. . ...... Installation: Units must be installed according to approval document CWS-159D_ ••••. ....; •. • ...... .... ...... Limitations Of Use: This product: •••••• • • • • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/_5§fsC or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in k%4&&P+7 65 psi`•••• ..... outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D 90:00: ••• ••••. • Is large missile impact resistant and does not require the use of shutters •• •••••• • May be used in the High Velocity Hurricane Zone ':': • • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft if grio • Requires glazing as shown in CWS-1591),with Dupont SentryGlas lnterlayc?WNjami-I • •••• NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13;• ; • 0129.271 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5'"Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will i acquire,a financial interest in any other entity involved in the testing or approval process of this product. -0;k OREI+y .:*.: Na 58207 �;�110pt 4/18/2015 STAT �F ,: Lucas A.Turner,P.E. +,0 :;t�gtR. � '` FL PE#58201 �NA. s Lucas A.Turner 2015-04-18 22:13-04:00 GENERAL NMES4 ICTURE WINDOW - LARGE MISSILE IMPACT 1 TME SHOWN HEREIN ISDESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FB CURRENT V1M0W=TEM EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE 04VKn 1800 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1988 PER THE FBC. WWW-CWS-CC 49 Ile 73110 2 GLAZING OPTIONS:(SEE SHEET 3) �PVC MAX.OVERALL RANGE WIDTH MAX OVERALL RANGE WIDTH S.CONFIGURATIONS.V.ARCHITECTURAL SHAPES INCLUDE.BUT ARE MAX UNR WIDTH MAIC UNIT WIDTH NOT LIMITED TO.THOSE SHOWN ON SHEET 2. PICTURE WINDOW as D s9 118' 4.DESIGN PRESSURE RATING: IMPACT GLA88 DLO -NEGATNVE DESIGN LOADS BASED ON.TESTED PRESSURE AND A ———— —————— GLASS TABLES ASTM E-1300-04. —--- —— n v I POSITIVE DESIGN LOADS BASED ON.TESTED PRESSURE,WATER ASTM E-1300-04. — I—— INFILTRATIONT PRESSURE AND GLASS TABLES s C 77 1fir I I 8.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED Y w ulw I IN THE DESIGN OF THIS PRODUCT.SEE S'HEET 8 FOR ANCHOR MNL• 1 I Hr I I ANCHOR CALCULATIONS DURATION FACTOR Cd-1.8 WAS USED FOR WOOD Uf AJ B I I B I I S.PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT Z I 78• I REQUIRED.MAX 0 a 1 O I I R I O I 7.ALL FRAMES ARE FULLY WELDED, MAXHEIGHT q 8 UNIT I B SERIES/MODEL DESIGNATION PW 8900.HEIGHT `¢ r I i I 73'If8'I I S.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 5 o GLASS O=FD(ED SASH. GLASS OLD I I U m Q9 GLASS I B DLO I s I I 10.SECTION CALLouTs APPLYTO ALL ELEVATIONS IN A SIMILAR a 16 I I LOCATION. I i i B I i '�GP•.•�,t68NG�•.S?Si g N• 589109 A Lucas A Tumor 2Q15-04-11 �Z STATE OF fW= 15:04-04:00 IhIn. z7- Q11PL015 LUCAS A.TURNER.P.E. FL PE#58201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-M-1574 • •• • • • • ••• • TABLE OF CONTENTS 0.0 ••• •• • • • •• (GENERAL NOTES AND ELEVATIONS GENERAL NOTES AELEVATION&......1 LOCATION RATING IMPACT RATING SIO ARCHITECTURAL SHAPES...................2 �46%x • • • _ GLAZING DETAILS_........._...........»...-3 ANY Z + � ADE 05/05/07 SECTION V1EIM8.__............................._d LARGE MISSILE IMPACT "EV' EXTRUSION 8 B.O.M........................6 72B�7�• • • • • • GWS-15$ D ANCHOR SCHEDULE L NOTE&.......,8.7 �� •• • •• ••• tI�6�.J�Qa�iF SHEET !INSTALLATION DETAILB._...................6 1:20 1 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WMOWMITEM40 1800 SW 44TH AVE. OCALA,FLORIDA 94474 W W W.CWS.CG 8m PVC PICTURE WINDOW r1n t c� �eee�;w j I INIPACT el FULL CIRCLE e D ' � W < W < z 9 go ♦ _poo y ¢N N d _ _ N5 101 112 CIRIXE c V m a ♦�`�PriflREYy�'�i�i� s,.r Ne 58201 L iYP 9QE STATE OF fAV Oh}`�s`�i` NIXES, IN 1.SEE SHEETS 6 6 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. +� 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SSE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1238 JABARA AVE. ••• • • • • •• NORTH PORT,FL 34288 ' • • ••• • i i i 4.ANCHOR SPACNG FOR ARCHRECTUAL FLANGE AND FIN WINDOWS PH.841-3W1574 �,__ _ __ i •• • • • •• • MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 d 7.W rrH ANCHOR N: • • ••• SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT, ARCHITECTURAL SHAPES o"WN sr. DUE- • ••• • • •• • ADE 06!05107 •• • • • • • • • • • • CWS-189 D • •• • • • • • • • •• • ••• • • • SHEET 1:1 20F9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WM=WMrEMffl I=SYN 44TH AVE. OCALA.FLORIDA 34474 WVVw.GYVS.CC 8300 PVC PICTURE WINDOW IMPACT I'OVERALL ,•OVERALL spm 3H8'ANNEALED or TEMPERED 3118•HEAT STRENGTH or TEMPERED c� �t 5� � z 1/T AIR SPACE 3B-AIRSPACE N tC 5118'LAMINATED 7/18•LAMI GLASS 1t� 1/B'ANNEALED 3116'HEAT STRENGTH o. [L -080 DUPONT PVS WTERLAYER .080 SENTRY GLASS IONGPLAST INTERLAYER �$ 0 m 1/8-ANNEAL® lf�—WIWHEATSTRENGTH ? O 6 PURFECT GLAZE•H- 6 PURFECT GLAZE•H° O U m ¢ Z SWKAFLEX 552 SIKAFLEX 552 ,�d �DREby yi, ,2-GLASS BETE 1 ❑ 11Z GLASS BITE EfVg Vigil 7 ^ T ��t Ne 58201 '��8 S!t' STATE as F�(a fil aR Tai Z<'c's� o�. GLASS TYPE A GLASS ME B �Z 411112015 LUCAS A.TURNER,P.E. FL PE 4 58201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT FL 34288 • • •• • • • • • PH.941380.1574 •• ••• •• • • • •• GLAZING DETAILS GLASS MA C SI �, • ••• • • w• • TYPE W X H ADE 05J05/07 • • • • • • •• • DP+/55 A 48 X72 •• •• • • • • • • • • • • CWS-159 D .• ••• • • OP+)-67.5 B 72 X76 SHEET 1:1 30F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 3 d WVIN M►8WrEMS!!t/fjfl`�jJ 1800 SIN 44TH AVE. ��11 OCALA,FLORdb134474 W W W.OWS.CO 7 6 INTERIOR 6 6 a 6 Im PVC PICTURE WINDOW T �--� 6 6 IMPACT �J 1 D ma � �m LJ � u. W O > a 6 SECTION VIEW EI-B y oomaz �p�""!1tnq►hI �N• Sam qpsI 1 8 8 �L aCt }�a�� BTATE OF s�Aufir %•��oNA1. ('1 f� 0 �+►►►n.a+fi v z g 4I11/2015 Q 0 LUCAS A.TURNER,P.E. -- FL PE#58201 •• •s• • e • • • •• 1238 JABARA AVE, • • • • • • • • • NORTH PORT,FL 3428a 7 6 • • •• • • • • • PH.841-380-1574 • •• • • • • ••• • •• ••• •• • • • •• SECTION VIEW AA SECTION VIEWS ALTER1VATEJV FRAME m : • • • w• • ADE 05!05107 •• s • • • • • • • • • C1NS-158 D •• • ••• • • • SHEET 1:1.333 aoFe PARTS LIST 00b ITEM PART# DESCRIPTION VENDOR MATERIAL . WINOM SYSTEM U� 1 H-ODM FRAME,PW, MAIN, HEAD MIKRON PVC 1908 SW 44TH AVE 2 H-6W69 FRAME,PW,MAIN, SILL MIKRON PVC 0CALA.FLORMA3W4 3 H-MM FRAME,PW, MAIN,L JAMB MIKRON PVC Wwuv.cws.cx: 4 H-60068 FRAME,PW, MAW, R.JAMB MIKRON PVC -- L1p�LsmEsl $�0 PVC 5 H-SMSA FRAME, PW, MAIN,FOV MACRON PVC PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET.BLK.,85 DUR., 1/8"x 5/8"x 2"LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX 552 HENKEL/SOCA SILICONE _m a 9 P-3752 CAP PLUG, 1/2"HOLE M&M SILICONE 10 1 S-6064 GL7- BE., FXD.(1 O.A. LG.) MIKRON PVC 11 1 GLASS ISEE SHEET 3 g c} am 3 118' 3 1/8' 0 21 Ir tne° c � 1n8' IN 0 E= evmaoZ o ll tia1�C �w,�r"i& AVE 0 0a�a��,�p�o� i va^ :�. "• 5e201 �9" PVC FRAME FLANGE-H-60068 STATE OF rte; PVC FRAME FIN-H-6006A J�--1,4` 4H 1/2015 LUCAS A TURNER,P.E. 71a" FL PE#58201 10 •• ••• • • l�eT�gFl 179,MBARA AVE • • • • •• 9 NORTH PORT,FL 3420 • • •• •5 i • • i PH-941-NO-1574 • •• • • • • ••• • •• ••• •• • • • •• -P-3113 PVC GLAZEBEAD-S-6064 SCREW SUPPORTEXtRUSIONS&B.O.M. MAW- ADE nADE 05/05/07 •• • • • • • • • • • • CWS-159 D • •• • • • • • • • •• • ••• • • • SHEET 1:1 50FS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 14'MAX.D.C.OW.) 2DOwm7mm r MAX(IYP.) SEE NOTE 2 'r MAX.(') 8`MAX O.C.(TYP.) e'MAX(TYP.) C MAX(m.) see NOTE 2 1900 SW 44TH AVE. — OCALA,FLORIDA 34474 -- -- ----- WWW,CWS.CC I 8300 PVC ir j AMAX O.C. I I PICTURE WIPIDQW ALLA (TYP.) I 14• I LATM AINNCC.WRR(TY�P.) I ANCHOR(YR) IMPACT MAX O.C. (I''P•) I I I as f Q (� a IL W W I I F I I I GHOR LAYOUT-CFLANdE) ANCHOR LAYOUT-(FIN), DP•rF�r F DP,�„� o to •] Q O Ntt1N»�i�� #0 j'%42 W �tr y9 `. G6JY$��.4_Syi Ne 58201 ';%�rF s*� * i*= sei NOTES: x901STATE OF ��a 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACIM APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. h0NA4 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4°.USE SHIMS WHERE SPACE GREATER THAN 1/18'IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWING'S,SEE TABLE 1,SHEET S. 4111/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIALOR COAT9JG. D6SIMOJIR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE*58201 1239 JABARA AVE. 5 INSTASPECIFIED IN ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTUR6n MTAU�I4lNdmV& �AID vb*Km SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIF�D IN TABLE 1,SHEETS. • •• • • • • PH.941-38D-1574 • ••• • • • • •••• • S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CORCRETE CM9 OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO Nib?REQW i x NRft BQCKS RETNE@JPTHE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE& ONSTALLATTONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:7 FOR MASONRY,1"FOR WOOD AND METAL �� ADE WOW 0 0 B WOOD OR MASONRY OPENINGS V1CKS AND BUCK FASTENERS SHALL PROPERLY 000 BY THE• • OR •GIN R RECORD AND O STALLED TO TRANSFER WIND LOADS TO THE STRUCTURE REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS ATN�= I;SHEF•T S.�Ei�!-AVD F 1 g BSTRATES MAY NOT BE CRACKED. CWS-169 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF 01ST4AJ •ON�SHALL Bi 90 BTi 8THER8 Rp 06AI THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: MMM SHEET FMA/AAMA 100(FIN WINDOWS),FNWAAMA 200(FLANGF WINDOWS},FMANVDMA 25%BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 120 8 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r MAX(TYP.) W MAX O.C.UV.) WMIOWMI"EMSM W MAX(TYP.) 7 5'6'MAX O.C.(IYP.) SEE NOTE 2 4-MAX,nW.) SEH MOTH 2 1909 SW 44TH AVE. Ir MAX,mrp,) OCALA,FLORIDA 34474 W W W.CWB.CC II I - II I 8300 PVC PICTURE WIND OW MAXocD.C. IMPACT Iia INSTALLATION I INSTALLATION o o 0 O I ANCHOR(TYP.} I f1 I ANCHOR{7Yp) LL Y pw LL] .. I W I o I ccTmaZ ANCHOR LAYOUT- FFLANGE) BPI{ IDP p�_(� ,CP: ', . •4 F y. S3 j Ne 58201 NOTES: 31% STATE OF f 7: '}. *6 �• yi�iE 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES.SILL ANCHOR SPACING SAME AS HEAD. s*6e 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4•.USE SHIMS WHERE SPACE GREATER THAN 1118'IS PRESENT LOAD BEARING SHIMS SHALL BE hmN►A CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWING'S,SEE TABLE 1,SHEET S. 4/11/201507- 4. /11/20154.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER.P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W ITH ANCHOR MANUFACTURER$UT41*09 IN"1;04,40 VMORS SHALL NOT BE USED IN SUasTRATEs WITH STRENGTIHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. • • •• • • • • • PH.841.380-1574 ANC_EMBE_ • •• • • • • ••• • stir & NT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. POR INSTALLATIONS TO SOLID CONCRETE OR GROUT FILLED CMU MAY INCLUDE BUT 00 R 1 X�gtCKS N GS,EE ��AND SUBSTRATE.BEYOND BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1•FOR WOOD AND METAL ORA er. ADE 05/05/07 bAX- &WOOD OR MASONRY OPEN)Np.S BUCKS AND BUCK FASTENERS SHALL PR0PE7RL a 1� � � p� RC-gyp pND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 4. _ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUtFt13AEN7S ASS LE SH 8. N 9i ,^^TE5 MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INBT•uLATioi SHALL di eNE B'OTHEd TALL&&THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLAIVGE WINDOWS} FMAMIDMA 260(BOX WINDOWS}FMA/AAMAAWDMA 300{EXTERIOR DOORS) 120 7 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SIE TABLE t SUBSTRATE BY OTHERS 114 MAX SHIM SEE TABLE 1 MIN.EDGE DIST. wwwwnmmo SUBSTRATE MIN.EDGE DIST. SEE TABLE 1 �BYOTHERS iNO SW 44TH AVE. SEE TABLE 1 1/4'MAkP-ERIMIETER SEE TABLE 1 61 w"WS.CC OCALA.FLORIDA 34474 SUBSTRATE BYOTHEitS - - SEE TABLMIN.EDGE E- MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR PVC BY INSTALLER SEE sEETABLE,R48ME AND PICTURE WINDOW SEALANT BEHIND MIN. E1 EMBEDMENT IMPACT FLANGE BY INSTALLER 1/4 MAX SHIM u7d � m R SEALANT ALLUER BY fNSTALLERRPERIMETER SEALANT 13Y OUTINSIDEANDOUTANCHOR LLD,I Y W OWpSEALANT BEHIND 1 W d Q m �N�BY TREHIND FlN BY INSTALLER Z INSTALLATION ANCHOR a HomzoNrAL wzroN t1�Y Q SEETABLE, B TYPICALJAMBANCHO 8 TYPICAL FIFIN ANCHCORAGE IC [QA HEAD AND SILL SIMILAR FOR FIN INSTALLATION $ > evs W oaw SEALANT BEHIND 114 MAX miIM FLANGE BY MAUER O V m C z PERIMETER SEALANT A\��aa�►�lsy �rryt�, BY INSTALLER MIN.EMBEDMENT "r'Q�.�•C fi N•T hi INSIDE AND OUT SEE TABLE 1 =Att? Ne 58201.R � �IBSTRATEBYOTHERS *� OS SEE TABLE 1 M�TEDGE DISI,ABLE I Sp}> STATE OF f jU HEAD SEALANT INSTALLER SCS A VERTICAL SECTION '�y�(F ti�•,�p R 10>.,��r B TYPICAL BLL ANCHORAG 7r�yg+��O.«.. 4q�MNn��\>• z� TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2016 FRWL=0khmm Ape ANCHOR TYPE LUCAS A.TURNER,P.E. E CONCRETE(20 KSI MIN) 3116'RAM TAPCON 1.12° 1-, > FL PE#58201 F�UfF1.!O 117POFMAV 3116•f1WTAPOON PERrtAETERSEALANT RTIHJORT, AVS • BY Qy4TALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2a6 K83 MIN.) 311W ELOO UURA(X3N 1• II>�E AND OUT PH.84138D-1574 FLAKE GROUT-FRLEDCMU ASTM G D HORIZONTAL SECTION ( SO} 9/18°ELCO ULIRACXIN • • 1.114' • •2-M2• • B BDX FRAME INSTALLATION OR3flELCA ULTRACX>rN FLANGE DC MOV SOUTHERN PPM(00.56) ITW N t �, HEAD AND BILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS C�I FLANGE 2X MIN.SOUTHERN PINE(G=0.66) 0 WOOD SCREW 1-3/e` 7B• FLANGE REMOVAL NOTE PARTIALLY OR FULLY REMOVING THE FLANGE •N ; Te. FLANGE 116 KGAUGESJ YIELD �)OBD')MON.STEEL STUD #10.16 HLTI KWIK-FLEIV;OR 1lll�• FULLTHREA •• 7J • • •UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE O6/05J07 TEKS SES THRU QA6p• FLANGE 1/8'ALUM.0003-75 MIN.)OR 810 GRADE 5 SELF-TARF&M/• FULLTHREAD • • • • i WN.114 FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED AAT'STEEL(33 KSI MIN.) DRILLING SCREW • • • • 7158'• • • INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REOUIREMENTS AS FOV ?X MAV SOUTHERN PINE{C3�O.65) SS WOODSCREW 1.12' 7/18° SHOWN FOR FLANGE WINDOWS. SHEET 1:2 BOF8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 1 of 2 "_��)��11�'"•��f -ref r 1 1-`14 N��'t�=_I��nC:��UI��I(�JEflI,' �._- I, -- — --- Howa Dep&tr fltd acrs H01M I LNM UW RegWistlon NM Toplm summitsurcharge stain&Pacts Pump,',i ns I FQC w.W I U t i43r I Linos s. Bus nes Prossi al Product Approval uBEII:Putlk user Regulation Pr�uc[Aamoval Mknu>Product crAppHm ion Swrch>Aoalkatlon Lint>Application DeRelr Rim FL# FL6890-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0Lws.cc Authorized Signature Koss Erin ekoss6cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Goes Quality Assurance Representative Jay Lathrop • • AddressJPhone/Emall 1900 SW 44th Ave. • • • 4 so • Ocala,FL 34474 ••G • • •G e (352)368-6922 Ext 291 o o 0 e e e 00:0 :000% ilathrop0cws.cc • :so**: Category . • Gee• eGeG GeGee 0900 0000 Subcategory Casement G • oGeoeG Gee • ssoGG se moe Geeo• 0 Compliance Method Evaluation Report from a Florida Regions a4eeFlorida Proesslonal Engineer G e G o 0 Evaluation Report-Hardcopy RecetA • • • ••••G• Florida Engineer or Architect Name who developed Lucas A.Turner •• • 0000 • • the Evaluation Report sees Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 60 Validation Checklist-Hardcopy Received Certificate of Independence EL6890 R5 COI EvalRep CWS-161C(CA-8400 IMPUdf Referenced Standard and Year(of Standard) fibtadaw Year AAMAIWDMA/CSA S01/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVXQwtDqu4Bg7NfwG n... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method i Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Surnmery of Products F1# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. tint of Use Installation Instructions Approved for use In HVHZ.Yes FL6890 R5 II CWS 161C(CA 8400 IMPI Ddf Approved for use outside HVHZ:Yes Verified By:Luras A.Turner 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evelustfon Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 A 6890 RS AE DuPont PV8 NOA 13-0129 27,pdf psf,Max.size 37'x 72'.Outer lite In I.G.to be fully FL6890 R5 AE EvaiReD CWS-161C(CA-84DD.IMP).Ddf tempered when used 30 ft.above grade In HVHZ-Glass FL6890 RS AE Ouanex(Mlkron)NOA 12-1017 0 Ddf complies with ASTM E1300-04. Created by Independent Third Party;Yes Beck Nart QMkjLUj::1940 North Monne Estreat.TeOahassea F137390 Phan:550-487-1024 Tiro stat•of Florida B an ANN employer.ConyriOht2007-2013 State of Florida.:;Privacy Stataffent:t Under Fkrida taw,anal addresaw ere public records.If you do not want your a.rall address rem In response to a public-racords request,do not sand electronic mail to this arttity.Instead,ootltelt the office by plione or by tracil lml mel.V you have any cit msaons,please contact 11SD.467.1995.*Panna t to Sectio 455.275(1),Florida Spa mW,aaaWva October 1,2012,licensees lcerwad sirdar Ch%tv 455,P.S.mast provide tate Department with an ana3 address if they tetra ane.The arcus pravlded may be used for official wmnwriketbn with the Ihxreee.However anal addrmum are public record.V you doe"am to supply a personal oddrow,please provide the Depart runt with an oral address which an be made evattable to the public.To datermine If you am a i1censes under Chapter 455,F.S.,plem dick Imo. • • 4••0 0••••• Product Approval lleeepts: •••• 0 • •• a• In 190 • • • 0000•• 0 00 0 0000•• • 0000•• • :-0-0:• stwri err tuwwELMS •••••• 0000 4.9• • • • • a • 0000 0000 0000• 9 • 04.09• 04• • Gee as 066 •90.0• • • • 0 0 • • :000:0 • •9••00 • • 0 • 00 a 0000 0 • • • http://www.floridabuilding.org/pr/pr app dtl.aspx`1param=wGEVXQwtDqu4Bg7NfwG9n... 6124/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 1610 April l8,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 50' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-161 C,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1,-lA,-2,-2A,and NCTL-210-3674-1,-lA,-2,-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 10I/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-161C. 0000 Limitations of Use: This product: • . . 0000 0000.. • May be used in X config.in unit sizes up to 36"x 72"with 1/8"(HS or Temp)ou tbard,-air-°° •• 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 631 vAtb 1/8"(A&.' or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass •••••. 0000.. • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30•ftbfWade •a*--. • • Requires max.glass daylight sizes as shown in CWS-161 C •••• ease ••••• . . 0000.. ... • Achieves design pressures of+/-67.5 psf . . . 0000. .. .. .. 0000.. • Is large missile impact resistant and does not require the use of shutters ••••• •. • May be used in the High Velocity Hurricane Zone • • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mucron)white rigid PVC framing per Miami-Dade NOA 64 811.02t .... t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs andrwl . that they comply with the requirements of the 5th Ed.(2014)Florida Building Code for use in this product Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �t�+ Pp1UREVy ��i+t • ° A No 582171 4/18!2015 Lucas A.Turner,P.E. apSTATE OF s�+� FL PE#58201 + 41-1 ;t ��o Ft 41� ~ Lucas A-201159-x :00 �•,,ONAC ASEMENT - LARGE MISSILE IMPACT GENEVA!NOTES; 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VVwmw mrEm 38 IW TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 190 SW 44TH AVE. MAX OVERALL38110 EDITION INCLUDING THE AND IS RATED FOR IND ZIONE 4 MISSILE LEVEL D IMP' USE AGH VELOCITY HURRICANE ZONE S WWW%CWS.CC�X74 FLANGE WIDTH MAX OVERALL FLANGE WIDTH 37' 3r DEFINED IN ASTM E 7998 PER THE FSC. IDTH UNITWIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 84th PVC MAX S+�WIDTH33' MAX SASH WOTR 3.CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CNT RIGHT. IMPACT 4.DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND m GLASS TABLES ASTM E-1300.04. n LLI I I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER 040 q• I / I __ I INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-o4. w w OVERALL i I I I 5.ANCHORAGE.THE 3310%STRESS INCREASE HAS NOT BEEN USED IN Q 4q m FLANGI , I 641/4' I THE DESIGN OF THIS PRODUCT. SEE SHEET a FOR INSTALLATIONHEKW y MAX I I DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD FOVERALL LANGE B I I B ANCHOR CALCULATIONS. HE I IKr I \ 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE,SHUTTERS ARE R NOT REQUIRED. cc E PL Q I Ifm iw _ I i 1W 7.ALL FRAMES AND VENTS FULLY WELDED.MAX a GLASS LIMIT T I I bL �x Hr I >' i DLO B.SERIE&MODEL DESIGNATION CA-8400. o I � S.THE DESIGNATION X X-OPERABLE SASH ANDS FOR THE FOLLOWING: o m ¢ Z 70 F MAX C 9I I / I 10.SECTION CALLOUS APPLY TO ALL ELEVATIONS IN A SIMILAR X44 p �W �i� � i \ i 6 HEIGNTI I LOCATION. l e I I e* No 5MM iyo I II Lucas A.Tumer 9 STATE OF r+n, I ——————— 2015-04-18 $O.'s'c P.•rt+$: ——————— A 22:00-04:aotr ,Fa•+�.��lO-�� A ASSO 'w,6NGn 0 6 GLASS DW RIGHT HIED-SHOWN 4/i L015 LEFT HINGED-SHOWN LEFT HINGED-OPPOSITE RIGHT'HINGED-OPPOSITE LUCAS A.TURNER,P.E. FL PE#5=1 •• ••• • • • • • •• 1239 JABARA AVE • • • • • • • • • NORTH PORT,FL 342ea • • •• • • • • • PH.941-39D-1574 • •• • • • • ••• • • • • • • • • • • sHrTo TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ��E�ATIONS AN° GENERAL NOTES&ELEVATIONS.---1 • •17"x 63• • • • + ADE 05/05/07 GLAZING DETAILS............__.._......»...a /-467.5 PSF SECTION TRUSIO SWs......,.....—....-...»........3 LARGE MISSILE IMPACT g �: EXTRUSIONS&MOM--»...».»........4 NON- •: • • • * • • : • •}�i CWS 181 C ANCHOR TIONSCHDETAULEILS. &NOTES...........6 .. $7 X77.. . INSTALLATION DETAILS.................._..6 _67.5 PS SHEET 1:15 1 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • wmmwmreem 1900 SIN 44TH AVE. OCALA,FLORIDA 34474 Www.CWS.CC 8400 PVC CASEMENT IMPACT 7/8'OVERALL 718'OVERALL T IW ANNEALED or TEMPERED 118'HEAT STRENGTHENED m TEMPERED c Qo 7116'AIRSPACE 7/16'AIR SPACE W.UJIW pp WWp WIG'LAMINATED GLASS 8116'LAMINATED GLASS F 4 d m 119'ANNEALED 176'HEATSTRENGTHENED Z .09D DUPONT PVB INTERLAYER0 .090DUPONT PVBINTERLAYER • o >y/} 118'ANNEALED lAY HEAT STRENGTHENEDjr m Ir W S9IAFLE!(682 OR GLAZE PURFECTGLAZE'H' SOCAFLEXo o PURFECTGL "H' V2'GLASS BRE I/2°GLASS SITEO -' 1 U m Q 0 tlpllLlfl?ff�`' e e * m 59209 S4 TATE OF :#a GLASS TYPE A EEB ♦�♦ �s NA ,O`�,� 4/18/2015 LUCAS A.TURNER,P-E. FL PE*88201 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 84288 • • •• • • • • • PH.941-380-1574 •• ••• •• • • • •• GLAZING DETAILS :15 • • UNITSI� MAX POS.DP GLASSTYP ADE • ros/o7 000 • • • • • •• • • C. .• . see • . • 37'x S3' +67.5 A GWS-161 c ' "' 3T x 77 +67.5 B SHEET 1:1 20F6 • • • • • • • • • • • •• •• • • • •• •• 1900 SW 44TH AVE. �++ INTERIOR OCALA,R.ORIDA 34474 www.cws.cc 1 84000PVC CANT IMPACT 1 1 LL W m .. Ha0Oo SECTKNV VIEW e-8 m ii0 b 1n INTERIOR v m a y N• 5$201 t;A� �Q� STATE Of r4ll� n � �� $-,t,ORlg%rra��r 7 4t1 6 LUCAS A.TURNER,P.E. FL PE#X201 2 -- - • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34285 • • •• • • • • • PH.941380-1574 • •• • • • • ••• • • • • • • • • • app; SECTION VIEW A-A •• ••• •• • • • •• ALTERNATE FIN FRAME SECTION VIEWS oR� on • • • • • • • • • • ADE 05/05/07 • • • •• • • r. rev... R • •EMS NOT SHOWN FOR CLARITY- •• • • • • • • • • • • 14.16-17,19-2D,25,27,32 34,37-38,42,44 45,6p •• • i•• ••• ••• ••• GWS-181 C SHEET 12 30F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P T nrBN PARI 4V VESCRIVIIIIOM � FRAME AND CASE., AL 94CORNER CONSTRUCTION2 H , SILL M 1 Wq,[DOW bTST lm 3 FR.,CASE.,M N.JS.,FLIGHT V 2 ISM SIN 44Th AVE. JB.,LE 3 7132' I+-• OCALA.FLORIDA 34474 W WW.CWS.CC 321152 4 27!32 6 � S •, PVC 7 AS V tns^ sm PVC I$ 9 RAIL, PVC GLAZING BEAD CASEMENT' H-,LOCK S-8084 CORNER WELD 1 H E N RAR,S EY (ALL SIDES) IMPACT 11 EN RAH. M PVC FLANGE FRAME 12 -U009— E SHEET 113 P_3m 4 P 3028 UR, X7/8 H 60i0B 0 5 W SUMMR z tlr3V TERUBBERuJ u, 21132 7/ta �y 17 P-3197 5GREEN -TV1 P-31 95 FEE Y HOLE TENSION 8,M 7 18 TP.,We uta° 19 K DA A FIUHHE 2114' g COIL,.082 X.858 COIL,.05 X.437 O_ 20 P-3281 S 3 D tnr P-4491 P-40M N uy P-3342 SEAM SEALER S SIUCO p� 23 P•3428 .,.PUMFEUY 1 A L•WRAC � H FSB OU � 24 #8 X3f4!'ClUAD_PH_TER. SCREW 25 P ,18 X 18 FB�RGLASS PHIFEK17132 1i P,35V No xv PH PH TEK Z SS.SCREW 17r i 381S LBLUmdO P.360 85 CS L, t t t 9/32 tt+nq�•y z 29 OLE NYLON vttr fns^ �OPp1ORE4V 4►•* 30 TEMPORA SNUBH 8CREEN RAILSIDEIBTM `�4 .�`cp ��rGN.,�yt, -4003 TE HDW RAILR-159SCREEN RAIL ,0�; N• 58207 WA H-1593 3332- H S,SS L F TE 5b1 * i� 34 PO ,LO E. (116e S9• STATE OF tU'r 4005 35 SS 38 07 —Sur FT7 EME �iyic�ti..R 10,.'�`�j� 37 P M., MINE, 39 P g ROTOROTO SS a rota^ ph Np n•``� 39 ROROW— TO E. 4 m x1- 40 14 PFI, RE) RoTo SASH REINF. 4/18!2015 41 P 8-1505 LUCAS A.TURNER,P.E. P RT OPER, a t� FL PE 958201 P-4027 9&32 x 31V Qu • *r. N JNYL tn8• 1239 JASARA AVE.ET,R H �E., • oNORTH PORT,FL 34289 13 OCKP .)• PH.841380-1574 qUM' I 5•�.iNONE— t^ SCREW SUPPORTZt BOM AND EXTRUSIONS 49 1 P M.5052- ,HD PVC FIN FRAME P 3113 to 1 HS x ,97 • ••• A ADE 05J05/07 51 5 1 H • • • • • 52 •• • • Im • • EV CWS-181 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083-T8 UNLESS OTHERWIU NOTED. ••• • • • SHEET 2:1 4 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a MAX ac.(TYP., MAX12 A MAX O.C.(1YP.) SEE NOTE 2 r AJAX(iYP.) Ir M (IYP.) C MAXITYP.)- SEE NOTE 2 ymw B'MAX('IYP.) 1212'AMAX O.C.(TYFT —� 9-MAX O.C.(TYR) 1900 SW 44TH AVE. 9'MAX(TYP.)– `�MAX .) 9EE NOTE 2 FLORIDA 34474 e-MAX ITYPd SEE NOTE 2 4r MAX"P.) W W W.cWS.CC I M ' 8m PVC // MAX O.C. CASEMENT ur / m P.) �o.c. /J e' IMPACT MAX O.G. (TYP.) X 14W47 O.C. X i m al ` 1 INSTALLATION LL wO Ow ANCHOR(T1�J K` �g< m \ Od3iAU,ATION 1 i TA INSTALLATION \ ANCHOR(TYP.) i \ tC F O ANCHOR(IYP.) , r c y � UUq 9°TFIIU FRAME ANCHOR 6"THRU FRAME ANCHOR W HINGE SIDE JAYS(1YP.) HINGE SIDE JAMB ANCHOR LAYOUT-IFLIUNGQ 9NJ:�.LQ�LAYOUT�IFLANGQ (Tw,, �ALAVITBUPTO37"x72° RUNITSUPT037'x89 MINI 8�(CHORLAYOLIT-IFIM U m d Z IR)RUHITSUPT037'x7T 1020=609-P.xW It+., s� ,.ycE.ag't;.,�.p,�.,� tj NO norEs: pi BTATI: OR 'wr 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. Vo" 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE Ur. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE �iTjrOilNAU CONSTRUCTED OF HIGH DENSITY PLASTIC OR BET1E R.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SUE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWING%SEE TABLE 1,SHEET(L 4X:2-1-1 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER P.E. BE PROTECTED TO PREVENT REACTION, FL PE R 88201 S INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFQ%UFW5 I STA14 ATIPN INVNCTIVA,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STR6NGT HS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET S. • • • • • s • • • NORTH PORT,FL 342M • • •• • • • • • PH.941380-1874 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING ftSlUftb. PD PDRqXRCRETBVM NGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY I'll W ETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS 7.A MINIMUM CENTER TO40ENTER SPACING SHALL BE MAINTAINED BETWEEN Al L FASTENERS:9'FOR MASONRY,11'FOR WOOD AND METAL NOTES 8 WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS � Y D E T M E1NGpMEER OF RECORD AND INSTALLED ED TO WIND LOADS TO THE STRUCTURE. ADE �051MO7 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS S �'g IN TABLSr=E�1�; D!T 8WA1.liD laee�py SUBSTRATES MAY NOT BE CRACKED. o 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER REBISTANdllw at v2A is SHA:L E&D�NF:Syl)Tl�i F S FOLL04yING T}{E CLIARENT VHIS1pN OF THE REFERENCE DOCUMENES; CWW 5-181 c FMA/AAMA t09(FlN WIN66AIS),FMA/AAMA 200(FiANGE W WDOWS),FMA WDMA 9�t(BOX t0ildpt)WS}L FMAI OR DOORS) SHEET 1:20 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE 1/4'MAK SHIM SEET T 1MNDEWV4Yrnm 0 CITHERS avow INTERIOR MN.EDGE DIST. SUBSTRATE 19M SW 44TH AVE. MIN.EDGE DBT. SEE TABLE 1 BY OTHERS FLORIDA 34474 SEE TABLE 1 1/4"MAX SHOW SEE TABLE 1 W W W.CWS.CC SUBSTRATE SY OTHERS MK EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT p� PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR 8m PVC � AND OLIT INSTALLER ST TABLE I MRI eMBT�Mtarr CASEMENT SEETASE 1 IMPACT SEALANT BEHIND FLANGE BY PSTALLLA 1/4•MAX SHIM yp g PERIMETER SEALANT �SEALANT �i BY INSTALLERINSTALLERDDEDAN OUT INCE AND OUT INSTALLATION ANCHOR LL w w SEALANT BEHIND SEE TAKE 1 s m FLANGE BY INSTALLER LIT=SEALANTREHMID N INTERIORRN BY INSTALLER z INSTALLATION ANCHOR B HORIZONTAL ORR NTAL SECTION �1 HORIZONTAL SECTION � o SEE TABLE t B ORAGE B TYPICAL FN ANtCF1ORAGE t!U HEAD AND SILL SIMILAR FOR FIN INSTALLATION w �u 11: NOTE:ADOMONAL THRU-FRAME ANCHORS S�JAMB,HOWNSEE SHEEN DET. T 6 AN�HOFI LAAT EYOUT.HINGE 01 ffil.1 9 SEALANT 11E19RID 1/4•MAX SHIM U m @ Z FLANGE BY INSTALLER 81MPt ENT , 1 PERIMETER SEALANT 1DE� TAME ��gtimapaa�g zU:' N. 89201x'tis *; ,, *e SUBSTRATE BY OTHERS ,0: = SEE TABLE 1 MIN.EDGE DIST. STATE OF z!"" SEALANT UNDER SCREW > TABLE 1 0 HEAD BY INSTALLER A VERTICAL SECTION '•�%•( � 8 1YPICAL SLL ANCHORAGE �•��S70N'A1.��`� elf/Mlla�� z;z_ TABLE I:APPROVED INSTALLATION FASTENERS 4!1812015 FRAMETYPE LUCAS A.TURNER,P.E. RRRW CONCRETE(20 KSI MLN.) 3116`ITN TAPCON 1-112° 1.1/B' FL PE P BB201 2' P SEALANT NO JABARARTH PORT.R.IL a, a a BY INSTALLER 34288 FLANGE CONCRETE(285 KSI MN.) 3118•ELGO IIL.7RACON • • • •1•• • 1• INSIDE AND OUT PH.841.380-1674 FLANGE GROUT-FILLED CMU(ASTM 0.90) 3/1r ELCO UL t D� HORIZONTAL SECTIOTd SHEET DESCRIPTION • • • 1i4• • •2-11r `� BOX FRAME INSTALLATION FLANGE 2XMW.SOUTHERN PINE rG 0.55) OR ELTW TAPOM ULTRACON •1 • 7/8° READ AND BILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE 2X MW.SOUIIHERN PINE(00.55) 410 WOOD SCREW 1.3/8" 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE UA It= FLANGE 16 GAUGE(0.08(r)MIN.STEEL STUD 570-16 HILSKW*@#XOR ITW FL16LTHREAD• UP TQ AND INCLUDING A 13OX•FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD Muvj TEKS SCREW HRC 0.0 •�� ADE OSM07 FLANGE 1B'ALUM.P1163-75 MOIL)OR 510 GRAID56SELUXAPWO/• • -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED a: 1/8'STEEL(33 KSI MIN.) SCOW•• • �11Rtl 0.1 • 7 W INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-181 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEEP FIN 2X MOV.SPRUCE-PNE-FIR((3.0.42) 58 WOC� 1-1/2° NB° SHOWN FOR FLANGE WINDOWS. 1 2 BOFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of IT7\ FbridaDepmrgof SM Horne Log In User RegWration Flat Topics Submit Surcharge Stats&Facts w.Vljut� h5L;tmy r-i--Ltits mor 3.in ta.-In Businesg�),�., a;g al LjSProdLact Approval P W USER:Public User Regulation Product AwroyW Menu> Search>ADDlication List>Application DOW FL# FL9520-R6 Application Type Revision Code Version 2014 Application Status proved Comments Archlved 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)30-6922 ekoss*cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Kass Addres0ftne/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 elwss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. • Ocala,FL 34474 (352)368-6922 Ext 291 • *so* jlathrop*cws.cc • 0 • Category Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Ucenpd Florida Professional Engineer :00:0: • 0 Evaluation Report-Hardcopy Received 0 0 0 0 Florida Engineer or Architect Name who developed Lucas A.Tumer the Evaluation Report Florida License PE-58201 Quality Assurance Entity K rtifications,Inc. Quality Assurance Contract Expiration Date 721/2020 Validated By Steven M.Urich,PE 12 Validation Chaddist-Hardcopy Received Certificate of Independence FL9520 R6 COI Evailler)CWS-836A f3 In Mull,IMP),wff Referenced Standard and Year(of Standard) Sbkndmt Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/P��r-appjtl.aspx-,'Param--WGEVXQWtDqVIHvmuJRWeZI... 5/6/2016 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summary of Products FL# Model,Number or Name Description 4520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R6 II CWS-836A(3 In Mull,IMP),nd Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.Large Missile Impact,See Installation Instructions FL9520 R6 AE EvaiReD CWS-836A(3 In Mull.IMP),odf and Evaluation Report for complete list of Limltations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPAC') Limits of Use Installation Instructions Approved for use In HVHZI Yes FL9520 R6 II CWS-837A(4 In Mull.IMP1.2df Approved far use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluatlon Reports Others Large Missile Impact,See Installation Instrructions FL9520 R6 AE EvalRen CWSr837A(a In Mull.IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,HaizonUll&Vertical,l°Mgrlf ••••;• Flange appll®tions.(IMPACT)•o•e : 0 of • Limits of Use Installation Instructions •••••s •••• 00000 s Approved for use In HVHZ:YesFL9520 R6 II CWS-43BAL I . • • Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 1 •••••• Impact Resistant:Yes Created by Independent Third"*Yes •••• • • Design Pressure;N/A Evaluation Reports • ••• •••••• ••••• Others Large Missile Impact,See Installation InstructionsCAS-BU ••;••• and Evaluation Report for complete list of Limitations and Created by Independent ThirdePb": . • Conditions of Use. •• •• •• •••••• • reek ® • • •sgggo • • e • • •• • egos • • Contact Us::1440 North Monme Street,Tallahassee PL 32399 phone:850487-1824 •• • The State of Florida is an AA/EEO employer. -t Priwev Statametd t:Accasellollity Stftement:;Refund Under Florida law,emall addresses are public records.V you do not ward your e-mail address rem In response to a public-records request,do sot Saud elecbmIc mall to ti16 entity.Instead,mntact the office by phone or by tradnbaal mall.If you have airy que9dom please contact 850.487.1395.*Pursuart to Section 455.27SCl),Florida Statutes,elrective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Deparbno t with an ema0 address If they have ohm.The smalls provided may be used fir offktal communication with the Ooansee.However emall addresses ate public record.If you do not wish to supply a personal address,plrmae provide the Deparbnent with an emafi address which can be made available to the publk.To determine It you are a lie under Chapter 455,FS.,please click haM, prodw3 APpr•veI Accepts: ®WN RR 0 !!RCprl fDikh'� http://www.floiidabuilding.org/.nr/pr app dd.aspx?param=WGEVXQWtDgVIHVMUJRWCZI... 5/6/2016 TT T`Q N1239 Jabara Ave. V 1�1 North Port,FL 34288 ENGINEERING& Ph.941-380-1574 CONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 836A April 27,2015 Product Description: PVC 3"Mullion H-1758 Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61020-3.005 (4). This product complies with the requirements of the 5s'Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-836A,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3833-1,-1A,-2,-2A,-3,and-3A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 4) Supplemental Calcs.to support CWS-836A,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-836A. Goo* Limitations of Use: This product: '00 •• • • May be used up to the sizes and design pressures as shown in CWS-836*,*Vffig clipen• :0000: shown in CWS-836A •••••• • • Is Large Missile Impact Resistant and does not require the use of shutterso Osseo • May be used in the High Velocity Hurricane Zone ••• •• ••• May only be used with Custom Window System,Inc.windows,please seeseparate •' "'•:• • individual window unit approvals for applicable design pressures and faf details.• •• The lower of the individual window design pressures and the mullion d••esign pressu0 ••• shall apply to the entire assembly. •0 0• • :sees: '•••' • Requires 6063-T6 aluminum mullion and clip extrusions. •••• Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �1}111111111%l� 4� ?� t! A+� �L—%N- 58201 .// M.*: i = 4/27/2015 ir STATE OF ,' Lucas A. Turner,P.E. FL PE#58201 ,•�'+�; ►pq ,ic' �+•`X Lucas A.Turner ►it$or12015-04-27 21:00-04:00 GENERAL NOTES: 3" PVC MULL BAR- LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED To COMPLY WrrH yplNpptly g1f SHOWN WJDIFFERF3YT QPTXlN3 THE FLORIDA BUILDING CODE(FOC).CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE( AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE. 0 IMPACT USE AS DFS IN ASTM E 1998 PER THE FEC, OCAI.A,FLORIDA 34474 W W W.CWS.CC 7-CONFIGURATIONS(SEE SHEETS RA:VERTICAL OR HORIZONTAL17 - - —-- 3 SEE MULLION CHARTS FOR MAX OESGN PRESSURES AND LENGTH. 3"PVC (REFERTOSHEM24) WILL BAR 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SIB:SHEETS 9-10 FOR ANCHOR DETAILS. W INDLOAD O DURATION FACTOR Com1.8 WAS USED FOR WOOD ANGOR CALCULATIONS. • . 5.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. 9.DESIGN PREESURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER i ANCHOR CUP ANt8�ft9RCUP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. ----- . C I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOC IMENr m K-47 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE t 07 APPROVAL O e O IL RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY RMUIREMI NTS RESTS SOLEY WITH THE ARCHITECT.ENGINEER OF RECORD, Ia BUILDING OWNER OR CONTRACTOR. 8.SItCILE UNITS TO SE MULLED ARI=NOT LIMITED TO THOSE SHOWN INTM M DRAWING.SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY i I �( x I CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR c EXTRUDED ALunlIDuuM' 1 D.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONE AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS 0►tl�tu iiR4j F E D SHOWN HERE IN. }li�p4�. 10 10 9 0 AN4410RCUP � -lit N F,.O", + 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. s� EXAMPLE HOFW VERT.MULLION No IN USED TO MULL SDE BY SIDE LINKS TOGETtER f� N• 58201 t fi+ FOR SECTION VIEW ONLY B*= r1 �e ANCHORCUP 'r9C STATE OF LUCKS A.TUmer �++��.,1 a�i�O,pd 2015-0427 21:00-04:00 O O 4W12D16 LUCAS A.TURNER,P.E. F L PE 8 58201 1239 JAHARA AVE. •• ••• • • • • •• • • • • • • • • NORTH PORT,FL 34288 • • • s • • • X PH.941-3B0-1574 TABLE OF CONTENTS •• ••• • • • •• GENERAL NOTES AND � ELEVATIONS LNO1ES&ELEVATIONS......_.......I __ _ DP CHARTS......... .._..._....»»._ ..„-2.3 HOM&EXTRIISION3_._..._..._.....»........4 • ••• •• • ADE 09P27/12 EXTRUSIONS......».._».__............. _6 • • • SECTION VIEWS._. __»._».__.___....,»8 7 • • • s •• • • r. _ CONFIG M71INIS&ANCHOR NOTES....».8 • •EINuiPL6YBRT(6AL MULLION FOR CWS 836 A INSTALLATION DETA0.6 ...,.. ..._._._...510 ••• • i• •VC WIN •BOWS MOP IJECTION VIEWS ONLY 125 SHEET — -- - 1 OF10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure Chart F) 6np8d ch H 1769, 1522 cdpe era otj p Mo or Lof M TRAc'IiW TBpcam or i� Car10R ETE or WORD reach end oimutlhm.HOLLOW orGROUT�7LLED BLOCK requiro 114 ELCO ULTRACONS. OPENING SIZE thm20=OW SYSTaMS 38 45 51 57 e3 89 753)8 81 B7 03 99 107 3/8 114 120 129 1n 138 1453/S 1900 SW W AVE. 42 37 Sa.O 840 80.0 80.0 80.0 80.0 84 0 80 0 840 80 0 60.0 80.0 80 0 80.0 840 80.6 >�A OCALA FLORe>f13447a a 314 80.0 800 Sao 80.0 800 80.0 8D.0 84a 80.0 Sao 80.0 no BE0 80.0 8D.0 80.0 na WWWCW8.Cc .0 80,0 Sao e0.o 4 80.0 80.o 60.0 0 80.0 0 80.0 sro 8D.0 80A eaa y 63118 8D. Box 80.0 no BOLO 840 eo o 60.0 no 80.0 80.0 80.0 S0.o 80.0 80.0 6,5,0 BS.O 85.0 ,3,r VC Z BOLO no no 80.0 80.0 640 80.4 80.0 80.0 80.0 "a- no 85.0 66.0 65,0 63 80.0 OD.0 no 80.0 ato no e10 S,0 K9 7IL6 74.8 72.6 66.0 65.0 MULL BAR 'ria es 85.0 6a0 96.0 86.0 85.0 85.0 60.0 66.0 890 $&a Bao 8a0 66.0 IMPACT 68 BS.O 050 t.0 65.0 85.0 S&O Sao 9 00 S5.a B&O 610 83 5 72 s64 ea0 0.0 1 e5.0 G&D I 660 I 650 I 640 1 61.7 1 S9,1 86.8 617 re DP CHART IS FOR• TT T NON-INTERSECTED IMPACT 3-MULLION 1768,HORIZONTAL OR VERTICAL,USING(PER END): o 1522 CLIPS (4)810 SCREWS INTO WOOD or METAL I }' (4)3118'TtW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD m -(4) 114*ELCO ULTRACONS INTO HOLLOW or t3ROUT-FILLED BLOCK 'z -------------------------------------- - - - _ ► Design Pressure Chart(PSF)htt NON4NTERSECM 6np=PVC S'lArMan H4766.vAth 1776 elps wilh six(S)#lOScrmw liftV4000 or MET ar 6 opcwm orE=ULTPJ=NS lrfts0LID CONCREMor `F i WOM pereanh end dmupian.HOLLOW or GROUT-RLLEO BLOCK require 114`ELCO ULTRACONS. OPENING SIZE On. 39 45 81 57 63 es 75 3/8 81 By 1 93 1 99 1073181 114 120 126 132 136 145 318 37 80.0 80.0 80.0 80.o 80.0 80. 80.0 84.0 840 80.0 840 0 80.0 80.o 64a Sol .0 80.0 c 42 3fA 800 80.0 840 BELO 80A 80.0 840 840 80 0 00 80.0 80.0 .0 840 60.0 840 6 .0 I .!4a34 46314 90.0 50.0 Ina Wo 80.0 no no no ea no Sao Ka 80.0 80.0 80.0 80.0 80.0 65.0 53118 840 80.0 0 �.0 80 0 644 0 840 sea 0 8D 0 e0 0 80 0 80.0 e6 0 Bao 66.0 ,�raa ORrtii 57 80.0 80.0 80.0 no 840 80.0 no 80.0 80.0 s0.0 840 840 840 85.0 85.0 65.0 •�s+,4 .�£�•,t`�i�,� 63 80.0 840 80.0 80.0 80.0 80.0 80 0 80.0 840 840 Sao 60.0 bag 65.0 �GQ:•�-ti s4••:�i y B6 Let; Bao �.0 85A &5 0 6rLo 8a0 86.0 6a0 65 0 850 66 0 86 0 v i No 58201 t�11? M e6.a ! 0 68.0 86.0 mo 1 6a0 85.0r 65.0 65.0 ea0 1 6560 � 72 1 66 0 1 e5,0 B4O 1 65.0 1 66.0 &5,0 I 66.0 I 64,8 1 61.7 -21 1 58.8 1 511 2�( �� DP CHART OD FOR: 9 STATE DF rsrl� NON-INTERSECTED IMPACT 3-MULLION 1758,HORIZONTAL OR VEITTICAL,USING(PEA END): 1.111E MULL BAR IN FOCUS FOR ANY GNE14 1776 CLIPS CONFIGURATION IS SHOWN IN BOLD. 8)910 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL RAR HAS OTHER MULL BAR(S7 ATTACHED TO IT(SHOWN IN DASHES) 6)31/4'ITW ULTRACONS ELCO ULTRACONS INTO SOLID CONCRETE or WOW THROUGH THE U8E OF MULL BAR CUPS,AN � (B) 1/4'ELCO lA TAACON3 INTO HOLLOW orGE�UT FlLLED BLOCK INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBISTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E. 9 NON4NTERSECTED MULL BARS CAN BE ATTACHED FL PE S 38201 TRANSOM TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE, TRA Vemcu 1�eI0� VErm�IauLLION V L�a�'y • • • • NORTH PORT,FL 3428E { • • • • • • • '� TFIKE r4VMfrra•.E PH.941390.1574 I • •• • • • ••• • NORMONTALtttuL MN "DRIMWALMLOLION HORMONTALMUUJOa o rIT T• DP CHARTS � O NON-INTERSECTED b�A� - nay :•• • 1ADE 09/27/12 L • . • : �- .. REV.:II L __11 • • • • • 0 CWS-836 A +--OPENM SRR--V OPENMOSIZE 1�..OPB�IGSI2P-�4• OPENINO�IQFF�• i+---MLQLLENOTH � TF---NNLLLENGTH---I muLLLENr1TH -I ='I 1:1 SHEET 2 OF 10 ••• • • • • ••• • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • Design Pressure Chad(PSF)tar INTERSECTED Impact 3 n 17FM wM IBM dips taur(4)d10 Screws lntDVVOOD orMETAL ar 3/16` T"="uft SOLO) CAM or WOOD,or 1776 dips with she(6)910 Screws kdo WOOD or METAL or3/18`TIW Tapaons irft SOLO)CONCRETE or WOOD per•aoh end o1 mullion.HOLLOW or GIOUT FO.LED BLOC .equina 114`ELCO ULTRACM& OPElONG SIZE n WINDOW STSIVISS 39 1 45 51 L 57 63 Go 75 316 1 81 87 93 1 99 110=1 114 120 126132 138 1453/8 1900 SW 44TH AVE. 37 50.0 50.0 50.0 no 50.0 no 80.0 50.0 5D.0 no 50.0 n0 50.0 solo 50.0 50.0 50.0 50.0 OCALA.FLORIDA 34474 42314 solo no sola no no Saa Sao Sao 510 60.0 solo &.D --SFO-- 50.0 50.0 50.0 Sao Solo wwW.cWB.cc 48314 Salo 50.0 no 60.0 .0 no 50.0 50.0 50.0 no 50.0 no 50.0 Sao 50.0 60.0 50 no 1131/6 60.0 5a I 50.0 50.0 60.0 50.0 50.0 50.0 50.0 60.0 50.0 5a0 no 50.0 50.0 6070 Sao 50.0 3n PVC 57 50.0 50.0 50.0 no no no 50.0 50.0 50.0 no 5a0 no no SOA 50.0 50.0 50.0 48.1 MULL BAR 83 50.0 So 0 50.0 5a0 bo 0 5a 60.0 0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3 Ge 50.0 :so Solo 50.0 50 o 50.0 50.0 50.o o Bao 4aS 47.6 IMPACT 72 50.0 50.0 50.0 50.0 W 0 50.0 5aD .0 50.0 60.0 50.0 45 4 44.0 75.3T5 n1l 50.0 1 50.0 B0 0 OILD 60.0 I bU.0 I 50.0 I 50.0 1 45.8 1 44. 0 ., DP CHART IS FOR: INTERSECTED IMPACT 3`MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): i c 1572 CLIPS { I w -(4)410 SCREWS INTO WOOD or METAL (a)3118"ITW TAPCONS or ELOO ULTRACONS INTO SOLID CONCRETE or WOOD LL tO (4) 114'ELCO ULTRACONS INGROUT-FILLED TO HOLLOW or BLOCK i� 1787(RIPS 910 SCREWS INTO WOOD or METAL O 8 SHB"rIW TAPCONS or ELOO ULTRACONS INTO SOLID CONCRETE or WOOD I d -(67 114'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ` `,,,nUnrnr ryr1 HOFIOONTAL MULLION VERTICAI.MIn1tONul odi SlNratiE 'S9�:• STATE OF �� --- -- TWIN OR TRIPLE{ i OW 4/2712015 �-Omma SIS-I I'-MULL LENGTH-- I LUCAS A.TURNER,P.E. I'L PE 9 66201 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • ! NORTH PORT,FL 34288 • • •• • • • • • P11.9414-Bb1574 • •• • • • • ••• • • • • • • • • • • 3w,asscgnmau: •• ••• •• • • • •• NOTES: DP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN SOLD. _ 2 AN INTERSECTED MULL BAR HAS OTHER MULL • ••• • • •• • BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09127/12 • • • • • • • • • THROUGH THE USE OF MULL BAR CLIPS.AN •• • • • • • • • • • • INTERSECTED MULL BAR W0IALWAY3 BE ` • •• • • • • • • • ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A •• • ••• • • • 3.NDN-NMRSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 EE 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "r MULLBAR ITEM PART# OEBCJR PnON - - - PRANIEtYPE �Ei10f40i CUP "V OOULLBAR CLIP ,,��----��vv��1 1 H-1758 1 3B•x T MULLION LUBE LOVE TTEOAB NOT USD: 1M2� (1`4787-30MjI1)7ND1T 2 O OR 912 HMX WA5 HEAD TEK •Bets iade ",12 NEW F1SM13 F-1767-007 �Lv�(�y{rr�aap}vv)(��(C(I{///{[�//u/t(y� 3 #10 x 1 I ,PANHEAD PHOJPS ZIIJC FLAK RETRO F-15?2i106 F-1767�1 �NDDW SYSTEMS 4 #10 FLATWASHER 1900 ata 44TH AVE. T 7897 MILLION CLIP NEW FAM-013 F-1767-004(LaR) OCALA.FLORIDA 34474 8 SEALANT FM RETRO F15M13 F-17674MMM t GWS 9 S•1885 DRIP CAPNEW NOTRECOMMENDED F1787-0011ON FLANGE ADAMA -- - 11 8$018 RIOfl ODVER BOX RETRO F-1522-006 F1787-0m 3"PVC 13 P.9ft MULL BAR CAP MULL BAR 14 F-18Y2-013 3•SLOTTED FIN MULL CLP IMPACT 15 ISO- 8 T SLO 18 -1767-M 6ANGLE 3 MULL QP,STAKlARD - 171767-004 - 3•MULL; 18 F178/-0MR L-ANOLE 3-MULL CLP,FOV,PwFfl + 16 #10 WASHER HEAD $ p 20 1 #10 FH TEK SCREW y 'USE WOOD SCREW 812E(#10 OR 012).SPECIFIED INVVN30W LMT'APPROVAL COMMENT tm: :fA 1-1 '7 tom• 17118• 17/18'''` 7H8' U2' 11. 71M• 10 N18' ME 7118' DRIP CAP&1 MULUON VMICR 1 13118• i1 1b/18• 1 70/18° ( g E OOVER SUIS FLANGE AOAPIM&i898 1911ir 27!18' r• 1318 T— 1 11118' t1718'I I d z; Cut crypi 4118 • 1 �— TOPVIEW 27716' —T v�••,,`.••4 Lc:�— 213118' ,10 �j N. 56201 :,A STATE OFL.= 7 3•MULLBAR Ii 1758 t f tfB' 73/4' 1310' 23!1 ��'i O R..I.�r l— ��4��4Nn Oil•{�� 118• MULLION QIP 5-1897 4/27/2016 2 t14• FtS22.gOg LUCASP.E. FL PES SMI 1f8' RETRO/FLANLiE CUP 1239 JABARA AVE. -I ••• •• • • • • i NORTH PORT.FL 34288 I�_/"J� • • • • • PH.941-080-1574 •• •i i • • • • • �• � EErlt •• ••• •• • • FC189I 019 BOM AND EXTRUSIONS J NEW CONSTRUCTIONN!FIN OdaTALLATION TbO F1�1E.011E FIN FOR FRAIAE \ lATWN : DATE - ATTACMKENT TO MULLBAR • ••• • • • MAIL • • • • • • *00 • • ADE 09127!12 TVP.FIN FRAME 3:1 • • • • • • •• • • o t. •• • • • • • • • • • • • •• • • • • • • • CWS-836 A NOTE:ALL EXTRUSIONS ARE ALUMINUM 6MB-T8 UNLESS OTHERWISE NOTED. • ••• • • • 12 SHEET 4 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - - FRAME TYPE OPENING ^T"qll CLIP "L'r-17 BA1i QIP FLANGE NEW F1522 013 F-179 7-001 VYWDQW SYSTENB RETRO F-1822.005 F-1787401 1900 SW 44TH AVE NEW F-1022-013 F-1787-004 R) OCALA.FLORIDA 34474 FIN RETRO F-1522-013 F-1787-M4(L&R) WWW.CWs.00 NEW NOT RECOMMENDED F-1787401 — BtAC RETRO F-15224308 F-1787401 3.,PVC MULL BAR IMPACT W M, -21/4' N •Z * iN Ifir 12314') 27118' g I j I 7/18'Tmu R1'I') 1/4•THRL(TNP) IW(M7118'(lYP) r.•�', PNG $.?4,p y 3w 3w r � �•.�� 1318 12314'1 1618' 31 A STATE LSF .:krm.! 112• 1tY' 4272016 2314' 2314' 'L•ANGLE 3'STANDARD MUII CUP-F-1787--001 I LUCAS A. RNER,P.E. FL PE#88201 ---- s •• • s • 1239 JABARA AVE. V ANGLE 9'MULL CLIP.FTN(LEFT)F-1767M& V ANGLE 3'WILL GLW,FW fel F W$7AW4R I NORTH PORT.FL 34259 ® • •• • • • • ••• • PK 941-080-1874 •• ••• •• • • • •• EXTRUSIONS • ••• • • •• N WNmy- 066 r: • • • • • • • 000 ADE 08/27/12 • • • • • • •• • • • •• • • • • • • • CWS-830 A 65� SHEET - - -- — — — - 12 5 OF 10 • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW 1900 SW 44TH AVE. OCALA.FLORIDA 344/4 W WW.CWS.CO 3"PVC MULL BAR SEALBEHINDR.ANOE PR�jpRT FLANGE APPLY SEALANT ALONG FLU I IMPACT PRIORTO Y'TACHINO 2 TO MULLIONI 2 LENGTH OFWBNDDW FRAM 2 TO GROOVE PRIOR TO ATTACHING 9 1 ® li 1 COVER 1 w T FRN MUST BE REMOVED WHERE WR@OWSO' CONNECT TO MULL ! i w; i rn t�` HORIZr�ITAL MULL BAR SEC MN HORIZONTAL AAULL BAR SECT�N LA�VERTICAtJHOa NTA-MULL BAR SECTION FRAME WINDOW 8 FIN FRAME WI 8 BOX FRAME WINDOW 7.Ot —- a'z, '11 1 2 APPLY SEALANT ALONG RILLLENGTHIOF —� tpt�atuu TMO ATTACH i `AIDJAPTOR .�`t gGROOVE GRr G j NO 58201 �?0' C FIN MUST BE REMOVED .p; WHEREWINDO" I %V% STATE OF :I/1: COMECTTOMIAlTATTrACHM _ _ e �•O,ps a d��+: � "N f SVA- �•`� DETAIL A Z SEALBEIi[NDFLAINOE—'� 1 BE4/27Y1016 (SEE DETAIL S) PRI (SEE DETAIL B) LUCAS A.TURNER,P.E. rPRSOON ACHWfl TO MULLION LENGTH MULL SEALANT ALONG RILLOVE FL PE8 8B201 _MULL •• •.• • • • • • •• PSR TO ATTACHM FLANGE 1238 JABARA AVE FLANtiE FRAME AM WINDOW B Vdb •ILII l A ^atE.TION ADAPTORU NOPK 9411PORT FL 34285 .380-15774 • • • L • • • • • • o • • DFSGRIP •• •.• •• • • • •• SECTION VIEWS 6�4 MULLS • ••• • • •• • ADE 09/27/12 • •• • • • • • • • DETAIL B Saar- 12 CWS-838 A SHEET 8 OF 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' 1 2 caw mm,apaq CD 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC —-- 0 o ---- 3"PVC MULL BAR IMPACT 10; A TOP VIEW RECTION VIEW A-A gig FIN FRAME p f (SEEARATe APPROVAL FOPI a 4'anuLLeNAA►MpRRIl((11yy 1 a APPROPRIATE DP CHARTS} APPROPRIATE DP C )AL FOR z I Q:O @gtr f 1 r� Ne 58201 :� SEE NOTE 1 7 11N 8'MA%. H DISTANCE SEE NOTE 1 7 17 Ij 8-MNL EDGE DANCE 1 SEE NOTE 1 7 11/}8'MAX 1 DISTAN� '%1), STATRE OR Q A c 1 18 SEE NOTES d 2 1 9 SEE NOTES t d 2 �MI►n u1 �,,, 1 SEE NCrtE916 2 SEE NOTE4 (1 EA GUP) (l EAlCUP) Z.-2-1SEE NOTE 4 @ 71 � E NOTE 4 4/27/2015 C S'HO}8Z TO r VERT.p1m SAN /C�0 HORQ.T03'VERT_Ml0.L9AR SECTION K� 3'VERT.tAULLBAR SECTION LUDAS A.TUFINER,P.E. T ' QFC�ft3EFTiAp[E WIR>Si FL PE#602D1 •• ••• • s • • • •• I 1M38 JABARA AVE. • • • • • • • • • 1 NORTH PORT,FL 34288 • • •• • • • • • PH.941-SWIS74 • •• • • • • ••• • 1.S CLIA��LOCATION AND SECURE WITH REINS 19(OTY 1)AND 20 PTY 1),AS •• ••• •• • • • •• SECTION VIEWS 2 PRE-DRILLED HOLM(THRUHNClip ion,BYTHEINSTALLEtI, MULL INTERSECTIONS MAY BE LOCATE/AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 8/W AND A IMNIN11 M CFMER TO CENTER SPACING OF Ila". >av: • ••• • • •• • S .W S J APPLY TO ALL MULLBM ADE 09/27/12 • • • • • • • • • OFORIEHTATION s, TOIAL�R CONNECTIONS • • • • • • •• • • fA1111.MUSTBETHESAME � HOR12'OFfT1U'ORVEATIC� THEFUU.LENGTH i�m r0:v.: •• • • • • • • • • • • DEPTH,OR GREATER,THAN THE INTERSECRNG MUU. CWS-836 A • •• • • • • • • • •• • ••• • • • A INTERIOR MULL ANCHOR ATTACHMENT 80REW THRU VERTICAL MULL INTO MULL SHEET CLIP.PREMAILL PILOT HOLE THRUALL MATERIAL 1 2 7 OF 10 ••• • • • • ••• • • • •• ••• ••• • •• •• ••• • ••• • • NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE ANINTESECTCONFIGURATION IS SHOWN IN BOLD. 2 AN INTERSECTED MULL BAR HAS OTHER MULL WSW STSf'E!'VS VERTICAL MULLION VERTICAL MULLION. VERTICAL MULLION VERTICAL MULLION BARKS)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS.AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE W W W.Cws= ATTACHED TO THE SUBSTRATE AT BOTH ENDS. r 3 NON4NTmEGmo MULL sAFts CAN BE TTHEE ATTACHED SUBSTRATE AND OTHER MULL BARS. TO3n PVC MULL BAF � IMPACT h— OPENINl1 SIZE -., OPBNM SIZE L OPENING SIZE" OPENING}SIZE MULLION TWMRRPLE HORIZONTAL .m TT TR"-LE Twev"fts HORIZOMULLION HORMWAL MLRLION NOMMMAL61lUJON VFATIGN.MUWON IL O ,L OPEN" -- 817E z m )SINGLE) . TWIN o IT OR -- -- I �, g,o. I--MUU.LENOTH —+d T—►----Muu.LENBTH -) MUU uwwH 1 I I L11 } I 1 ! <.g !�OPENpNO SIZE MULL LENGTH—-i � aavanauq� 1� Ne 58207 = w '�9py sTATtd OF .i4i�: NOTES: L�'•�'��O R 9 OP.�Z'�� t.AT MULLION LOCATION,ATTACH WINDOW UNIT(B)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IFALUL WUM ATTACHMEI4T IS NOT SPECIFIED INTHE WINDOW UNITAPPROVAL •,y Hh�niaa�;�L`r DOCUMENTS.FOLLOW 791E ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOQ SUBSTRATE,USING A HEX WASHER HEAD 7EK SCREW OF THE SAME SIZE(A10 OR A1P)AS THE WOOD SCREW INDICATED IN THE W INDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLIOR. .y 4/272016 2.MULLCLP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBROMENT MALL BE AS SPECIFIED INTHESE QRAW)FIGS.SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CUP INSTALLATION ANCHORS MUST BE MAOE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH FRE$$URE TREATED 4 FL.PE A SB201 WOOD MUST BE PROTECTED TO PREVENT REACTION. •• ••• • • • • • •• 1238 JABARA AVE. • •�N�•qp• • • • • • I NORTH PORT,FL 34288 4.INSTALLATION ANCHORS$HALL BE IN ACCORDANCE WITH ANCHOR MAN(IFACTUREITS MINfWT4 i'-�'-in• i � HD SHALL NOT BE USED IN SUBSTRATES WITH 3TRENGTIi9 LE85 THAN THE PH.941-380-i574 MINIMUM SPECIFIED IN TABLE t,SHEET 9. • • • • • • • • • wD . 5.ANANCHOO I EMBBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR MUM FVcOAIfE�m=V6PeTwwG Eu%m%%NT SHALL BE BEYO NO WOOD BUCKSTIONAL ,IF LL4ED,INTO SUBSTRATE-1X BUCKS CONFIOURAMONS AND ANCHORAGE NOTES 8.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY TV P%WLLED NOUS AS•SHOWN INJUE CYP LAYOUTS ON SHEETS 48. WUift ffT— - i_ L ADE 09/27/12 '•LL--��..'• 7.WOOD OR MASONRY OPENINGS,DUCKS AND BUCK FASTENERS SHALL BE PROPERLY&S THE ARMITEIT 4R EN4VER Qj F&ORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE r ItEva SUBSTRATES SHALLMEETTHE MINIMUM STRENGTH REOUIRE9ulENT8 AS SHOWN IN TABL"SHEET a dMNORET&ftND M R%SUBSTAATES MAY NOT BE CRACKED. CWS 836 A • • • • • • • • • S.SEALING AND BASHING STRATEGIES FOR OVERALLWATER RESISTANCE OF INSTALLATION SHAIL BE DO;M OTft• RS FOLLOW NG Y HE CURRENTVERSION OF THE REFERENCE DOCUMENTS; SHEET KWAAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWSL FMAIWDMA=(BOX WINDOWS),FMWAAMAANDMA 300KEXTERIOR DOORS) 1:1 .__ —_-- 8 OF10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1800 SW 44TH AVE OCAI A,FLORIDA 34474 W W W.CWS.CC J,PVC MULL BAR IMPACT —RETRO FIT "L'ANGLE li0.1LL BAR CLIP BAR CLIP TWO REO'D PER EACH END OF MULL ( �p MULLBAR n MULL BAR a'F INSTALLATION ANCHOR - ! _ --INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEALANT _ —ADDSffUCTURALELEMFMB SEALANITALMS _ ,> MULL Z STRUCTURAL ELEMENTS OUTSIDE EXPOSED �i.c��. AS LL BAR MAIC LEVEL FOR OUTSIDE EXPOSED ! AS RECD TO MAKE LEVEL FOR •O EDGE BY INSTALLER BAR EDGE BY INSTALLER MULL BAR :°. to Ni �S PERIMETER SEALANT PERIMETER SEALANT TIER MR EMBEDMENT BY INSIDE AND OUT MIN.ANT SEET E E BEE TAME 1 ETA�E 1 13Y OTHERS SUBSTRATE BY OTHERS O SEE TABLE 1 MIN.EDGE DIST. MIN.EDGE DIST. I a;O, SEE TABLE 1 Z BEE TABLE If D tyERrIGAL15ECTON (6`�yERncAL> crIDN tdna.q+,d �e TYPICAL FLANGE(RETRO FIT)ANCHORAGE8 TYWCAL F7 ANGE(L'ANGLE)ANCHORAGE 1"6a GREW' HEAD AND JAMBS SOALAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION e N"00rl� i. s ,9 58207 SC y zs9Q 8TATE OPfi z� NOTES. 4!2 12016 LUCAS A.TURNER,P.E. I.BOX FRAME MULL I ISTALLATION SIMILAR TO FLANGE FRAME. FL PE 4$8201 TACE 7:APPROVED Bllal.CUP g48TILLLATION PASTBwFAB 1M39 JABAFIA AVE. SUBSTRATETYPE ANCKW TYPE /TIN.sm •• i2.g41•S&L MUST BE FLUSH AGAINST INSIDE OF NULLED W INIMM NORTH PORT,FL 34288 CONCRETE(20 KSI MIN.) 3MW ITW TARN 1• • • 3-** • • AFTGR INSTALLATION. PH.941-3B0-1574 CONCRETE(288 KSI Mw.) 3/10'ELCO ULTRACON "4 • • j • i i•• • wfeuDESORWIM 1/ FL • •3.� ETRO MULLION CLIP 318'MAX.FOR CLEARANCE OF WINDOW 1DWorGADUIFILLED{2alU(A&TMC�Oy 4'ELCOI�TRgCON 1-1/4 ; 1 NEEDED. INSTALLATI(3NDETAILS 3116"TIIN TAPOON 2XMw.SOUTHERN PINE(G=O.5m OR ELCO ULTRACON I-W 7Ar 4.FOUR(4)ANCHORS REQUIRED PER T MULL CUP,SEE SHEETS 2-3. RANGE THREE(3)ANCHORS REQUIRED PER*V NULL CLIP,SEE SHEETS 2,7. raw.sanHeRN PINE(c�o.5si t10 WooD scow 1�' • • 7N' • . �C•�•u�`.�� ADE osl27/i 2 ie GAUGE(4080')MK STEEL STUD 81618 HILT KWOC-FLEXOR BTW FULL Try e'• i 5.Y1f T ml 0 •TIGHT TO MULL CLIP. INAa. R (33 KSI Y031D Mw) TEKS SELF4NUL M SCREW TH VW • • • • • • L •L ALUM.(W W-T5 Mw.)OR 0 GRADE S SELF-TAPPI G/ FULL • 8.�A�Wr riAGE DETAlL3 FOR THE W INDOW,REFER TO THE WINDOW GWS-836 A DAT'STEEL(33 KSI MIN.) DRLUN3 SCREW THIllfifUr 7/f8•• • SRECIFICiV^sTALLATION DET/UL& SHEET — — — ----— ----- 1� 9 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VmDcww SYSTEMS 1900 SW 44TH AVE OCALA.FLORIDA 34474 W W W.CWS.CC ran PVC MULL BAR IMPACT to MULL OPA CLIP TWO FWD PER EACH END OF Mt1LL � �!o RWLLBAR MULLBAR ———— OSTALLATIONMCHOR �j`^ - INSTALLATION ANCHOR Z SEE TABLE 1,8HT 9 SEETAtV E t,SHT 9 0 SEALANTALONGL: EG4SEALANT ALfMEOuT OUTS EDGE IBV� EDGE BY 1 ea,rp� g4�+ L7TTEAIOA FINISH AAIW 9NBEDMEIYT E706R10R RTQBH q�. MX EMBEDMENT +t 13Y OTHERSSEE TABLE 1,STT 8 BYOTHER9 t t SEE TABLE 1,SIT 9 !w PERIMETER SEALANTBY :$ PEROAETERSEALANT '•� I �,�. INSIDE AND OUT ' Id81DE ANDAND OUT •�'• I I Q BY OTHERS SEETABLH1 SHT9 ea•. , SEE TABLE I 84T •:,• `��p4ltnuagl� mm.ENE DST. �. I -MIN.EDGE DIST. Jt9 F 1 VERTICAL.SECTION SM TAKE t.01T s /—GN VERTICALS SEE TABLE t,SITti ��P,•`b� Sl4• 1-i'�i 14 TYPICAL FIN (RETRO FIT)ANCHORAGE \IV TYPICAL.FIN('L'ANGLE)ANCHORAGE i jr Ne 58201 P HEAD AND JAMBS SIMILAR FOR FIN INSTALSATIEN HEAD AND 4014t8S A= FOA FlN IN,4TALLATLON M7�g01. 6TATE OP ;IVRC zz 4127=6 LUCAS A.TURNER,P.E. NOTES; FL PE R 58201 •• ••• • • • • • •• 1239JARARAAVE. • • • • • • • • 1-SILL STOOL MUST BE FLUSH AGAINST IJSIVE OF MULLED WINDOWS NORTH PORT,FL 34288 •• •i ••i i i i• •P4FTER I ISTAL ATION. PH.941-M-1574 ••• ••i ••i ••• i i 2.7 RETRO MULLION CLIP Wr MAX FOR CLEARANCE OF WINDOW UNIT AS NEEDED. INSTALLATION DETAILS s FOUR(4)ANCHORS REQUIRED PER T MULL CUP.SEE MEETS 2-3. FIN 1HRIE(31 ANCHORS REQUIRED PER 4.•MULL CLIP,SFJ:SHEETS 2-3. "A'" �` Te ••• •i• ••• ••• ADE 09127/12 • • • • • • ••4.SOT§UL.I ON T*H T TO MULL CLIP, _ • •• • • • • 9 FORA•1CHORAQ6 DETAILS FOR THE WINDOW,REFER TOTHE WINDOW CWS-836 A •• • ••• • • SPEORC INSTALLATION DETAILS. SHEET -- - -- - --- — 12 10 OF 10 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. •.. . . . ••• 0 . Florida Building Code Online Page ] of 2 r.IIP �i'j�1'tMla�'I� 1 : -- - SM Home I log In User RegWaMm Ha T--- �.. ._ .a i)IC1 9uDmitSurcherge Stets&Earls C��t�xsr� F whab5' Cn�I�,I'96P LIT i Busiinesj � prom Approval ProfesSi Ciao c' USER:"11c Um Regulation Ptaauct Aonroval enanu>Pr�uctar anelkatlnn Search>Appl=n >Ap~on peter Fl- FL16177-R1 Application Type Revision Code Version 2014 Applleation Status Approved Comments Archived Product Manufacturer Custom window Systems Inc Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss*cws.ec Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss •••• Address/Phone/Email 1900 SW 44th Ave. • • 000:6 •••••• Ocala FL 34474 • • 0 • (352)368-6922 Ext 291 •• • • 0 •0 •0 ekoss0cws.cc 660:00 6 6 6 6 :0600: 000000 0000 •••• •00.6• QualityAssurance Representative ]ay Lathrop • • • • Address/Phone/Emall 1900 SW 44th Ave. 000* •••• sees* Ocala,FL 34474 •00.0• •6• • 00i00� (352)368-6922 Ext 291 • • • • jlathrop@cws.cc •• •• •• 000000 .•.•.• • • • • • • 0• Category Windows • •••••• •606 Subcategory Single Hung • • • 0 • • • • 0••06• •• • 0000 • • • 6 • Compliance Method Evaluation Report from a Florida Registered Architect or a 8&nse8 Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 63 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RI COI EvalRep CWS-81213(SH-8100 IMA NoSillAnch)elf Referenced Standard and Year(of Standard) 5111111111HA Year AAMAjWDMA/CSAt101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By h //www.floridabuildin .or r/ r a dtl. x aram=wGEV3� wtD 4n 10 ... 6/24/2015 ttP� g $/P P PP_ �P �P Q q� g� Y Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Sunkimary of Products (,;z# Model,Number or Narne Demlptlon 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of use Installation instructions Approved for use In HYHZ;Yes FL16177 R1 II CWS-8128(SH-8100.IMP,NoSillAnch),adf Approved for use outside HYHZ:Yes Verifled By: Lucas A.Turner 58201 Dnpact RImtortaIfD Yes Created by Independent Third Party:Yes Design Pressure.,+70/-70 Evaluation Reports Others SH-8100 PVC Impact,no sill anchors required. EL16177 RI AE DuPont PVB NOA 13-0129 27 Odf Safety glazing required on outer lite above 30 ft.in HVHZ. FL16177 RI AE EvalRen CWS-8128(SH-8100.IMP, Glass compiles to ASTM E1300-04. NoSillAnchl.ndf EL16177 111 AE Ouanex(Mlkro NOA 12-1017 02.pdf Created by Independent Third Party:Yes eaar 1,D ::1940 Noith Monroe Sbre-st.Tallahassee R-12399 P :850-967-1824 The State of Florida Is an AAflW employer.Soavrloht 2007.7013 State of Under Florida law,enall adder are public records.If you do not want your a-me address released in response to putdk- cords regW t,1WVtAd •••••• dectrunk mail to this entity.Insbead,contact the office by phone or by tradWonal mail.Ityou hove any epaartlors, t W.4e7.1395."Pursuant to • Section 455.275(1),Florida Stabdea,alrectNe Okloloer 1,2012,Iltzttsees IIS under 4haptar 455,F.5.must provind wtth a•emaUrafdrem a • they have one.The enalls provided may be used for oftlal communication with the eceiffiee.However a mall addresses are prbllc remit.Iry0•dpW wish to supply a personal gess,pose provide the DeparMumt with an ema0 Tr address whlch can be waft avellable to the prblicoe 4eteaetlrie It you ore•k•n8ee under 000000 Chaff 455,F.S..please click h=. • product Approval Accepts: •••••• • •••••• ®®® 0000 0000 • • 0000 0000 0000• scatrh est raua •0•• 0000•• ••• • 000 e • 000000 •• 0000•• • •••••• • • • • • • 0000•• o 0000•• • ••• • •000•• 0 • •• 0 0000 • 0 • • http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 912B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the Ss` Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Tumor,P.E. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2JA440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. sees Limitations rT •.mitations of Use: • • *000 ••s•s• This product: • • May be used in O/X configuration in sizes and with max.glass DLO heights .• in e •• • 812E • Is impact resistant and does not require the use of shutters e e e. e e s• • • May be used in the High Velocity Hurricane Zone 'sees• •sees ••••• • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outbctwf I t¢t(Temptred; 00000 required above 30 ft in HVHZ) —Air—5/16 Laminated(l/8Aim-.090PVB-l/'S J"inboard lite" • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 :00:0: •• .•• �. • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.612-101 7.02t:..... • . :ease: t I have evaluated the interlayer and framing materials in these Dupont and Quanex N OAs and W•; that they comply with the requirements of the 5s'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. S't��l'II�IN//fiR f,E X11�l4`'•. .ir -moi; No 51101 ';V't� * 4/18/2015 •o: .ira Lucas A.Turner,P.E. sraaa OF ;;�': FL PE#58201 ..s p . r'•+„1 •.•O R i9'��,�,�' .� Lucas A. Turner 2015-04-18 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT GENEEMNOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �N TO COMPLY WITH THE FLORIDA BUILDING CODE(FEC).CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVFp AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA.FLORIDA 34474 IN ASTM E 1998 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) s3 ve'MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'C/X'. 8100 PVC 61718"MAX UNIT WIDTH SINGLE HUNG 4711ne-GLASS DLO 4.DESIGN PRESSURE RATING. IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM EAW(10 04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE WATER ,n a __ __ _ IN TPRESSURE AND GLASS TABLES ASTMTM E-130 G-130EST 0-0a. aoS.ANCHORAGE:THE 33113°A STRESS INCREASE HAS NOT BEEN USED MAXOVERAL - -- IN THE DESIGN OF THIS PRODUCT.SEE SHEETS FOR ANCHOR Y N .. FLANGE I -- F � I- DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD m HEIGHT ANCHOR CALCULATIONS. B O CO) B GLAsir B.PFODUCTAPPROVED FOR IMPACT RESISTANCE SHUTTERS ARE - DLO NOT REQUIRED. r N 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w p W 813/x' I I USED AT FIXED MEETING RAIL AND JAMB. F MAX. a UNIT o HEIGHT S SERIES/MODEL DESIGNATION SH43100. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: p X-OPERABLE SASH,O-FIXED SASH 30 3/16' I MAX. 26 7/6° 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR m d Z SASH , GLAD LOCATION. HEIGHT ,,`NN DREIV N*,, , ,� TV�4 B 11.EXTERNAL WEEP SLOT=1/4'x 1-114°LOCATED 4'FROM SM ENDS. r�GQ f.`�OE IV e �n C f-4 No Sam Lucas A.TurnerSpg11Ly STATE OF f lQ e- -- A - 2015-04-11 A ft sQp, A,a R to r o�;.�,� 461116° 15:15-04:00 "'U'Zo a n0-ow GLASS DLO z�- MAX.eAASHH WIDTH 4/11/20,b LUCAS A.TURNER,P.E. FL PE 9 58MI •• ••• • • • • • •• 123a JABARA AVE • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS-...l DESIGN'PRES�9iiR - GLIZING DETAIL................................2 MAX. LNf 61f�� • - • IMPQRATn]NG LSAT Q8/18fIP SECTION VIEWS.................................3 • • • • •• • EXTRUSIONS&B.O.M...............«.......4 • -s ANCHOR SCHEDULE&NOTES._......6 51-7/8"x 1c3/ - +/a-A PSS'.' . LARGE CWS-812 B INSTALLATION DETAILS.....__-........J3 SHEET 1:15 1 OF6 • • • • • • • • • • • •• •. • • • .. •. VV n WW=rEMq,.� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W WIN.CW9.fx 8900 PVC SINGLE HUNG IMPACT Iq N_ a O 7f5°OVERALL INBUMATED GLASS ?Ar OVERALL INSULATED MASS Y r VarANNEALED ORTEMPERED f/e^ANNEALED ORTEMPERED am m 7118"AIRSPACE 7/18'AIRSPACE v N Z 6flir LAMINATED GLASS 5118'LAMINATED GLASS 1A"ANNEALED fAt ANNEALED W F .t190"PVB O+ITERLAYER BY DUPONT tr .0W PVB INTERLAYER BY DUPONT o !!Y9 LL i/B°ANNEALED IW ANNEALED g DUAASEALBYTRUSEAL D1NIASEALBYTRUSEAL PURFECT GLAZE^W OR SIKAFLEX 552 PURFECT GLAZE°H-OR SIKAFLEX 552 m ¢ z -� ,Vptauryy f 117 GLASS IVGLA39BTTE f,�RptDREM fl, rid,'S.G8 N,q'F 1�%1% 3rit. 382D7 s A 1 �9C� STATE OF ;mow. hyrrOtronto O 7� FIXED LITE 8A8Fi L� 4111/2015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1239 JASARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.041-3S0-1574 • •• • • • • ••• • • • • • • • • • • oe pIPT , •• ••• •• • • • •• GLAZING DETAILS • • • • • • •oo • • BAT 08!18/12 • • • • • • •• • • • •• • • • • • • • CWS-812es Wm- 8 SHE 1:1 ET 2 OF e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERroR vvlmoow s 1800 SW 44TH AVE. OCALA,FLORIDA 34474 1 1 W NW-cwS.00 8100 PVC ® SINGLE HUNG IMPACT � V t � 3 1 1 1 4 S a m SECTION rn NOTE:LEFT SIDE SHOWS FocED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION v1EW. . 1p N D m IL � e 1 ®uTERroR m a s lo•y 8 Gn to v E Ngo�'r••i .y,py•• No 58201 1 5'31 L STATE OF jW 1 �'L�Atio gpO�a��`• %�Nsr�ii 1 Z� 6 4/1112015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1'939 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.841-380-1574 • •• • • • • ••• • SECTION A-A •• ••• •• • • • •• secnoN v1Ews DMWRWF--DAM ... . . •• • • • • • • • • • BAT 06/18/12 r. NOTE:ITEMS NOT SHOWN FOR CLARITY: • • • • • • •• • _ 20,25-26,38-37,44,51-52,58.56,64,87-68 •i i• • •• i i • i i i i CWS-812 B 1:2 SHEET 30F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARIS LIST CONST, UCTION `� REM PA1R'tR DE3CR>PTION VENDOR MATERtAI ile PRAME CORNER g4HIMMaIR Fr., W< .,PVC Head Mikron Vk ]� n Fr.,8H W/F1.,PVC,8111 Qwn VI t ts/ta EM5 Nu ItiV lAl Main Fr., H, „PV L.Jb. Mamon VI t � �•'—23118" 1800 SW 44TH AVE. n Fr.,SH,WJFM.,PVC,R.Jb. Maaron YI I 2 OCALA,FLORIDA 34474 IM mark Alum4 WWW.CWS.t,'C fleshMeal. PVC211!16' 1818° 16re^ReiM.Sash bleat.Reil rrtmlc loom v18^ tn� 1n6' cOrR WELD8100 PVC 8t18h Bottom Rall.PVC Mayon VlnylWAlum }I—, (Au SI SINGLE HUNG 12 H 6004 Sash Sld Bol,Rall Mayan Gln 13 S-M R Z. d,,S.71 /3. PVC FRAME FLANGE-=I PVC SASH BTM.RA8,4126 PVC SASH TOP RAIL�7 IMPACT 14 S60$4 Bd.,718' 18 8 13 Scm. PVC,Halo 18 5-014 Stitt. .,PVC,Vert. Mayon ''20 1 5-9M flash Stop/Flllor,P ,Ven. Matron112 23 H-1699 Relubreement,SBR mark 71W 13n� u 10- 24 P 21!10az 1 Sn6 I I 1 1 s Z5- P30% Sash Cam. V BSI Flasti 1 fi7 m 26 P-3048 Take ClipBSI BS 8• 13/8' 2118' 1116° �DMEETAIQRAIL rp 27 P 3783 LOCk, PVC Int6rlook SCREWED TOGETHER WITH 28 -4089 Kee 1m�fot,PVC Mterlack ac tn6`f, OUTERFRAME 30 P321b Weep cower W/'Flap 1.m Plastic REINF,IMPACT HOOK-1112 t� � � S>) 32 P-3429 W8t .,0270 x.187 bade FlnSeal,d lAtrMab PVC SASH SIDE RAIL-W04 FOXED RAIL-1836 37 P-4838 68 x 2112 PH MadTruest.Type A TEK 2 Fasterlal Steel $ 138 P 3768 S8 x 0.626 Ph PH SMS Hub Steel 16116' IL 99 �1W#11#5 x 1.260 l P FH TEKORIF Hub� stoolSteel 12° t t/8'�{ �t � t t18'y W 40 P-4284W tib x 914 FH PH wd�Haad,TEK, Iib I I I c 44 P3342 Stsmn Scaler.SM3304 Schnee 718^ t t W1B° t 45 P 3752 Ping,1 Hole M&M Nylon tne^ 1118^ 11116° 1/t6^ 47 P3436 Suca mt 562 cr Purw uaze'H° nkel 48 P3352 Bat.Blk.,85l7ur.,1/8•zbib'x2• F.Lawe Rubber PVC BASH STOP-8025 PVC8CREENCATCH-611M PVC FIXED RAIL COVER-SM PVC SCREEN SUPPORT-601a x�4'ePy1D E� 446 b1 P-31M1 Temporary (NF ��g 52 P-3613 S Pro r1' �Gi?A18•a�Q�i 314 516° +G;'V e`••yy 53 h S 4• 1/ HEET2 O 314' r3r N• 58201 54 Fbied SEESHEET a SS 3fI b8 3281 Spam Oureseai t 15+18' 1n6• 1• 9 Ire, ' giros # }ax 62 P3218 Screw Frame,Hoft. tn6• tnb• i_ �3ttl: l3TATe OR rfpWC` 63 P-3.118 Frame,Vert. Alimstsi um REINF.S.B.R&S.R.-1488 REINF. WMRAIL--1889 REO�.TOPRAIL-11197 FWCQLAaNQBFl�Dgrid •�F G t9�,�r`•S 24 P3321 Screen Frame r Key Allmetet Pi tlo 4. 65 P3581 Screen Cloth,1 B x 16 F s wervue FI � •S$ .ow 66 P-3228 Semen Sparta .155 Dffi.,Elk. O-m 1 gydhtOi►iinid4�'A� t;'/ P302B rr�1 Pull Tall BummO Alum 63 P3033 Screen ,Bs 5 Fl.Srmten 4/11/2015 70 P3113 reW Su�rt for PVC .Piestics LUCAS A TURNER P.E F 71 MOMMOMAium.Flied Rao 3118' L PE# 6 1 72 58083 Cow,Fbted Railwii—W7 vinyl so 1239 JABARA AVE- 73 -1112 Re1111orowner6,impact Hack Keymark Alum e• ••• • e • NORTH PORT.FL 342se 74 •3541 tib x'Iff. 148811,TEK Fastanal Steel • • • • • • • • • PH.841-380-1574 • • t ON • • ••• • t!2" a LUNE ITEMS NOT USED: ••• • •• • • • S �� L5,7,111,15-17,21-22,28,31,33-39,41-43.4S,4930,85,57-81,696 BOM AND EXTRUSIONS 716' In6. WE ••• •.•IMPACT MOK•• ••• •0: • BCREW SUPPORT-3113 06/1 �7P BAT 8/12 • • • S1_.i • • •• • • e ., •• • • • • • • • • • • CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T8 UNLESS OTHERWISE NO d •• • • • • • • • SHEET • ••• • e • 12 4018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T MAX(EYP.) 1T MAIC D.C.ITYP.) WIIN fI/l�-lj g MAX(EYP.) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 1 I SEE NOTE 2 1011T I I I"00 PVC MAX O.0 SINGLE HUNG OVSTALLATION IMPACT ANCHOR(Tw.) 1 1 10 N 1 1 5i5 -J � � C -��•� � r OW.)Jf 1 1 I I 10 Ur MAX D.C. w 0 Q (TyP) 1 ^ 0 14 �J 1 W � ¢ o r(TYP.) -- m-- -- AC 4•� [LL •) NO AN040M REOUIRED IN B `��•�µHn�Wry•,•iy R LAYOUT-lFLANGEI ��TOp�'�GEA13�y�.�+�+�+ av s No 58201 °A NOTES: 7 0= S+J�ID& STATE OF fWC 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED W SILL •aQ'''�«...� Q�� 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING ARE N- MAX ALLOWABLE SHIM STACK TO BE 1/4•.USE SHm WHEN SPACE GREATER THAN 1/1G IS PRESENT. LOAD BEARING SHIMS SHALL BE ,•'�+�i• )jpid •` CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOW SHIMS ARE NOT ALLOWED. 3 ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 4.ALL INSTALLATION ANCHOR MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOW MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION, FL PE S 5=1 6 INSTALLATSPECIFIED IN ANCHORS SHALL IN ACCORDANCE WITH ANCHOR MANUFACTUM'SMIAL64TON IIWTRUWnQ S,ARS ANCHORS SHALL NOT BE USED IN SUBSTRATES WItH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL1239 dAI3ARA A34208 AVE- SPECIFIED BV TABLE i,SHEET 8. • • • • • • • • • PH.841.M-1574 B.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING ORR*TCMU MAY pUIX,�.*jbFOR • • 1• • • PEAL IGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. D INSTALLATIONS TO SOLID INSTALLATIONS TO HOLLOWCMU QUIRE THE USE OOR Fi BUCKS BBETNEEMITiE PI�dbT1CT�gl STpp7E, KS�EEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND 7.A MINIMUM CANTER-TO-CENTER&PACWG SHALL BE MAINTAINED BETWEEN ALL FASTENERS_9'FOR MASONOTESNRY,1'FOR WOOD AND METAL B' WOOD OR MASONRY OPENINGS,BUCIQ AND BUCK FASTENERS SHALL BE SIGNED BL011 VCHIT T OR F�INEER OF RECORD AND MrALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. �7 OB/f8112 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS INT BLE1,S ONCRETENMD MA SORRY SUBSTRATES MAY NOT BE CRACKED. o r. 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF 1111TALLp'CON SHALL BE sow BY O• RS F(b • LNG THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS 812 B FMA/AAMA 10ORN WINDOWS),FNWAAMA 20WFLANGE WLNDOWS), FMAANPI1 A=1310X WINDOtl61!!},FLOJAAMAAVWAA 3WMxTERIOR DOORS) SHEET 1:15 SOFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT MM.EDGE DIST. SEE TABLE 1 SUBSTRATE SYSTEMS SEE TABLE i 13YOTHERS 1f4'MAX SHIM SEE TABLE 1 1900 SW 44TH AVE. SUBSTRATE BY OTHERS OCALA,FLORIDA 84474 SEE TABLE 1 W W W.CWS.CC MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 I INSIDE� SEE TA13LEDGE DIST. 8100 PVC INSTALLATION ANCHOR SINGLE HUNG SEALANT BEHIND SEE TABLE 1 FLANGE BY INSTALLER 11r MAX SHIRE IMPACT �N 12 � O PERIMETER SEALANT INSTALLATION ANCHOR W9mS�OUT SEE TABLE 1 SEALANT BEHIND DE BY INSTALLER N O CONTINUOUS DOUBLE 3116`BEAD OF B HORIZONTAL SECTION a S2 TREMMAZEU16DDSEALANT AROUND 6 7YPLCAlJAMBANCHORAOE O Z 9 PERIMETER AT ALL INDICATED POINTS w O BETWEEN FRAME AND BUCK BY INSTALLER, a 8 f/4"MAX SNDA z U SEALANT BEHIND 8 G RANGE BY INSTALLER PERIMETER SEALANT m d Z BY INSTALLER ER MIN.BOIBEDMFJtlT yfmq INSIDE AND OUT SEE TABLE 1 v�L "'�GBNs•.�,,p(�"�iii `~v` N• 58201 SUBSTRATE BY OTHERS � S MIN.EDGE DIST. *: *L SEE TABLE 1 SEE TABLE 1 M' B T�YPICALBILL CANCHORAGE gat STATE OF iNg 9 J V/j► I TABLE f:APPROVED I 4111/2015 $ LUCAS A.TURNER,P.E.ASR TYPE IgIN Fit FL PE 1158201 i0m {20 KSI MOV.) 3418'TW TAPLON 1-112' 1• PERIMETER SEALANT 1238 JABIARA AVE •• BY INSTALLER• • • E" • • • ONSIDE AND OUT NORTH PORT,FL 34288 • C HORIZONTAL SECTION PH.841-380-1574 CONCRETE(286 KSI MINT 3/18 El Ib ULTRALOrI 1" J IBX FRAME p�TAuaTIOPt GROUTFQLED dIAU(ASTM Com) 18"ELCO ULTRACON • 1-1fo • • 2gI2°••• •• HFAD AND SILL SIMS ViR FOR BOX INSTALLATION 311r TA •• IPISTALLAT1dINDETAILS 2X MIN.BOUIFERN PNE(t3-0.55) OR ELOD IATRACON 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE 2X Nal SOUTHEIRN PM(G=0.BS) 810 WOOD SCREW 1.318" 718 UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: INH-AW-N-07.7— 16 GAUGE(0.060°)MIN.STEEL STUD 81618 HXTI KWIK FiEKOR ITY(L FbW4lrHREAD •7p8 • • ••• BAT 08/18/12 (33 KSI YELD MIN) TEKS SELF-DRILLING SCREW 0.SEP MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 118"ALUM.(6!-T6 MOV.)tai 810 GRADE 6 LF TAPPBVCi J• FUY.THREAD• • • • i • i i INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 4 V8'STEEL(33 KSI MIN.) DRUM SCREW ate• •7p8 • • • • PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B • • SHOWN FOR FLANGE WINDOWS. SHEET 12 6dF8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 ,erl�l,� -i►�I � RJINO ' DeMmMd acts Homo I...LW In USN REQist70tbn FM T6PICS I Subrwlt SurCharge Stals®Facts r ubNvt ns SusAnes Prollessit(nal ProductApproval lL USER:Public USN Regulation Prod=Aooraval M®nu>Produd er Itotlen Searffi>AodkaMn Lst>Appikkatton oaten - FL# FL16736-111 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Addrew/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.oc Authorized Signature Koss Erin ekoss0cws.oc Technical Representative Erin Koss Address/Phons/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekow@cws.ce •••• • ••.• •.SSSS Quality Assurance Representative Jay Lathrop •• • •• • Address/Phone/Emall 1900 SW 44th Ave. •••••• ••i••• ••••i• Ocala,FL 34474 • 669996 (352)368-6922 Ext 291 • 000000 )lathrop0cws.cc •••• 000000 S • SSSS SSSS SSSS• Category Windows SSSS•• ••• • ••i•so Subcategory Horizontal Slider • • •• •••••• • SSSS•• • • Compliance Method Evaluation Report from a Florida Reglsteft ArchMYA or aucnft •••••• Florida Professional Engineer 0 o • 0 Evaluation Report-Hardcopy Racehrdti • • •••••• •• • Soso • • • • • Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16736 RI COI EvalReD CWS-871B(HS-8200 74x63 IMP},Ddf Referenced Standard and Year(of Standard) SUmdard YM AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA(TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwd)qu8obl%2fZm6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products E116736. Model,Number or Name Descrlptlon HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 631,XO or OX. Limits of Use installation Instructions Approved for use In HVHZ-Yes R.16736 Rl 11 CWS-871B - 0 74x63.IMpj.pd Approved for use outside HVHZ.-Yes Verified By: Lucas A.Turner 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressures+60/-60 Evaluation Reports Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736 Rl AE DuPont PV13 NOA 13-0129 2Z.ndf I.G.must be safety glazed when used above 30 ft,in HVHZ. FL16736 Ri AE Evalget)LWS-8716(HS-820().74 Glass complies to ASTM E1300-04. IMP).odf FL16736 111 AF rluanex(Mlkron)NOA 12-1Q17 67 nd f Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS41200 PVC Horizontal Slider,IMPACT,11i"x 63",XOX. Limits of Use Installation Instructions Approved for use In HVHZs Yes FL16736 111 II CWS-869B(HS-8200 111x63.IMP).odf Approved for use outside HVHZ1 Yes Verified By:Lucas A.Turner 58201 Impact Reslstents Yes Created by Independent Third Party:Yes Design pressures+60/-60 Evaluation Reports Other.Large Missile,111"x 63",DP+/-60 psf.Outer 0te FL16736 Rl AF DuPont PVB NOA 13-0129 ' 0• In I.G.must be safety glazed when used above 30 ft.in FL16736 Ri AE D Pont 5016 NOA 61-0624 Q2* • •••••9 HVHZ.Glass complies m ASTM E1300-04. FL16736 Rl AS EvalgeD QrVj(&BT S-82QW) 111X63a e• IMP1.ndf • • • • •900.0 Created by independent Thlyd IliliftYLes • • ® ® 9999 99•• •999• • •9•••• •99 • 9999• •• •• •• 9999•• contae Us:: Phone:9587-iaaa.•••• • •• • • • • The 5tata of Florida IS an AA/eE0 employer.Cmvrroht 20e7-2013 Siete of Florida.;:Prkwystatdiont 000000 •0900• under PArida low,emal addresses are public records.IT you do not went your a-mall e0dmw released In response to 2 public-I@mrds requQn,do not send :41906:• e%cbwx mall to this entity.Insbasd,Contact the of�ce by phos or by traditional mai,n you have any questIons,pieafb wrd>ct 850.497.1395.t� rsuard In •••••• section 455.275(1),Florida StaMas,elr�iva October 1,2012,1 licensed under Chapter 455,F.S.mug prov(de thll EapartRrent tadth !.% �I cess ff • • they have one.The erhhells provided may be used for offlelal mmrtani }Cn with the toemRe.However enha9 addresses are public record.D to supply a pareorhai address,please provide the Dapartwwt with an email address which an be made available to the public.To dh�mine If you arca under Chapter 455,F.S.,please cBdt hw- product Approval Accept NE®F-R- ® auouri 3hr i rth'A mom http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquSobl%2fZm6... 6/24/2415 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph.941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44s'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the Ss' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-IA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. 41066 0 • 909• 0009:0 Limitations of Use: This product: •• •• • • May be used up to the sizes and daylight openings indicated in CWS-871B 0000.. • Achieves design pressures of+/-60 psf •••••• 0000 0000 . . • Is Large Missile impact resistant and does not require the use of shutters • 9009 000• 0000Y • May be used in the High Velocity Hurricane Zone 690660 9 9 9 9 *0:000 • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.3$ •• •• •••• • • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A;t2-210 7.021 •• 0 • . 0 0000.. 0000.. t I have evaluated the interlayer and framing materials in these Dupont and Quandx N[3As anAnd that they comply with the requirements of the 5`s Ed.(2014)Florida Building Code for use in to ' product. •• • Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. `��sasayniJrrrr*r p.NflR'W J, �rii -446 fit No 58281 70 ! r STATF_ OF 4/18/2015 +.04.'. '��t�*'•-.��0 R 1 .�'��'�,+' Lucas A.Turner,P.E. FL PE#58201 title Lucas A. Tumer 2015-0418 22:21-04:00 SiENERAL NOTEs: ORIZONTAL SLIDER - LARGE MISSILE IMPACT I.THE PRODUGTSHOWNHEREIN ISDESIGNED AND MANUFACTURED TO COMPLY Wmi THE FLORIDA BUILDING CODE(FSC).CURRENT WINDOYV STSTI3�IS EDMON INCLUDING THE MGH VELOCITY HURRICANE ZONE OWHZ)AND ISM SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1986 PER THE FBC. W W W.CWS.CC 76114'MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) a CONFIGURATIONS:"Or,')V. �PVC 74 MAX.UNIT WIDTH HORZ SLIDER 38"QLASS DLO 4.OF-SIGN PRESSURE RATING: IMPACT A -NEGATME DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-130D-04. -- - -- _ -POSIfME DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES = -- -- -- _ ASTM E-13W-04. I 5.ANCHORAGE:THE 331/3%MESS!INCREASE HAS NOT BEEN USED oo 841/4" I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR FLANGE DETAILS.WNDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 6LI HEIGHT B I B ANCHOR CALCULATIONS. � I U 6.PRODUCT APPROVED FOR IMPACT RESISTANCE,SHUTTERS ARE NOT � REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT e w &T UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w Z MUST BE ENGAGED PRIOR TO E)0'OSURE TO HURRICANE WINDS AND w 10 UNIT _I ' FLYING DEBRIS. 4 HEIGHT X o 1 � 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w am USED AT FO®MEETING RAIL AND HEADISILI_ a w t I HEIGHT v 0 I I I &SERIES J MODEL DESIGNATION HS-M. Ja 611 t3 t6' I , 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: z GLASS , $ X.OPERABLE SASH,O m FIXED SASH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LL 00 I I t 5 11.EXTERNAL WEEP SLOT=114"x 1"LOCATED 4"FROM BOTH ENDS. C*1 yr IC R-01 STATE STATE OP eur C�� e A -- Lucas A. $�i��sti1 o"R�OO.1Q�ar. 33'GLASSDLO Tumor y'•4y Np! .r`` 38 5116'MAX SASH WIDTH 2015-04-11 15:18-04:00 /2015 LUCAS A TURNER,P.E. FL PE F 56201 •• s•• • • • • • •• 1239 JABARA AVE • • • • • • • • • NORTH PORT,FL 84288 •• •i ••i r i i• •• PH.941 MID-1574 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS • •• • DRAWN BY: :ADE 10/10113 GENERAL NOTES 8 ELEVATIONS.»........1 • ••• SECTION VIEWS&GLAZING DETAILS-2 MAX. UNIT PbI E DESIGII ARESSURE NG I IMPACT RATING bwer. REV..- EXTRUSIONS SCHEDULE a NOTES.........A 74" '0 PS • • LARGE MISSILE IMPACT CWS-871 B INSTALLATION DETAILS...................»......5 SHEET 1:15 1OF5 ••• • • • • ••• • • INTERIOR 7 2 Wl�NmW 1MO SW 44TH AVE. 43tOCALA,FLORIDA 34474 www-CWS.CO 8200 PVC HOFM SLIDERIMPACT O T SECTION B-B Q la 6 n NOTE FIXED LITE AT HEAD z 1 AND SILL IS SIMILAR. a O c N m w r� a $ 03 <z 4 p1N//tt/ JP HOOK(TYP.) #%$odl,REtV PADSPAN OF H 7!6°OVERALL ;��,g -- �; : Ne 51 01VB"ANNfEALED a'TEMPERED7116'AIRSPACE ¢5116'LAMIQyI .A'TATE bF l/p'S'SWEEPLOCK(TVpV'ANNEALED �i' 0�.� 2`,ONLYEIVVGAApED PRIOR AL .=DUPONT PVB INTERLAYER l 1�TO HURRICAM6 FORCE WINDSL4 LOCATED ATTMRD POINTS 1/B'ANNEALED 1�271 PL0IFECT GLAZE W 4!111201& SIKAPLEX 552 LUCAS A.TURNER,P.E. FL PE A Wmi •• 00: • • • • •• 4 1239 JABARA AVE. 6 5 • • • • • • • NORTH PORT,FL 34288 •• •i • i i 000 ••1� 1 PH.941-38D-1574 • • • • • • • ��•� T •• 000 • • • f!� 1Pl GLASS BITE SECTION VIEWS AND V GLAZING DETAIL a SECTION A-A f 000 JiEAD IMPACT HOOK AMD • • • JAMB SWIEP LOOK LOCATIONS ADE 10!10/13 SECTION C•C •• • • • • • • f • • o : .. ALTERNATE FIN FRA%• i• i•• ••• ••• •f• GLASS TYPE A CWS-871 B 1:1 12 SHEET 20F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PARE UST 3,/a CORNER CONgMCTKM CI'9U1 PARTS' aF$tDiIPTiON VENDOR t1tlATER1AL 3116• 1 K1497 Reird Sash Meal.Flail Keymwk Akan 1 lir— 2 2 H•1899 Rend.B.B.R/S.S.R, Keymark Alcan s 3 H-1836 Meet.Rall,Fxd. Keymerk Akan s 3 ISM SIN 44TH AVE. OCALA,FLORIDA 34474 4 H-SM Bash Toplt3d.8611 Mkrtal PVC 211Mrs at8° t/lip z t!s' 1116• wWw.CWS.CC 5 Main Fr.,BH,w/Fin.,PVC Macron PVC 1118' & - 8 1+8=H-13050 Sash Me6t.Rd,PVC Mlkron PVC CORNER WELD 7 H-SMI JSNIIShle Rall,PVC Mikron PVC ! HO SDE ung PVC 8 FHM49 Main Fr.,SH,vWFlg.,PVC Matron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 RZ.SUDER 4 P-3101 IScreen Pull Tali Summ" PVC FRAME F[N4W9 IMPACT 10 P-3033 Screen Spring,SS Hur" 1 2$118• �'"�,6•-+j ,3118' �6, a'f v it P-3113 Screw Support,PVC Team Plastic Rubber 7I--i1 12 P-3218 screen Frame Allmalal RaIlForm s 7 4 12 O 13 P-3�8 Scrawl Splk,e,.156 Dia,Btk. Dapa t Sf8 15v t S/6• 1 8tte 14 P-4754 SoLaen Frame Confer Key Allmetal Nylon 1116• gY w 111 1116• 1116' FIXED MEETING RAIL 15 P3342 Seam Seams,BM{i504 Schnee Silicone SCREWED TUTS ERE GETHWITH is P-3352 Sat.OR,85 Dur.,ltr x SW x 2•Lg. FrankLcwti Rubber PVC SASH MTG.RAIL-SM PVC BASH SIDE RAI.-6 A RAIL4M52 PVC PDCED RAILOOVER-6066 va 17 P-3428 WM,0270 x.187 back FlnSeal,Gn Ullralab 18 3534 1#9 x 314'Stptare TEK 2 anc Faeterml SteN t;re• 3�• � W 18 P4730 i78 x 1/2°Truss PH TEK 2 ana Fasterml Steel 0'Mr 2 a 20 P-37j2Cep PIt�,1/Y Hale M&M I Nylon �, 1 1�6 or tn6 111 21 P-5250 $Pring Last.knpact,PVC YamlOdt 4 SASH MTG.RAIL-1497 SASH REINR-1889 22 P4779 Root,Tandem M&M Nylon L 6, I 18116, S�II 23 P-Mi d8 x 11/4 Ph FH TEK,Wh. Faster®I Stew it�4- 7116' 141! 24 P4069 Keep,Impact,PVC bterlock25 P4479 Weep Cowl vd Flap M&M Nylon7 �p�� r."'..,4TG26 P4838 AB x 2112 Ph Truss SMS AJaot Sreel PLANVIEW-1999 HEAD IMPACT HOOK-,999 U18• e `+�GprD.`�6ENygF 1 sir 27 P-49M Rotary Leak Sullivan ano B.B.RJS S.R.-1498 ROLLER TRACK.1776 ��! No 58201 S'y� 28 P4952 JXODW,Rotary Lock Sullivan I arc {d 9119" 29 P49M Wald..0.42D x.187 back FlnSeel,Gn U lmdeb Ol 1!4• 7m.'i �4• * it 30 P41333 Fastener Festal 51w11 41 I I : B�T,A,T�B OF Jkr' 31 51112 Rainkircamerd !lead Keymmk Ahan 6'- Imo- 7� t T�+�4"Iy4Sp�1F-'�`��r 32 S-1498 Refit S.B.R/s s.R Keymork Akan 1/16' �I 9�ON�`�lia�4� 34 5.1778 F�lerTrack Keymalk Alum i 1115• PVC.1AZEBEAD-6064 GIJiZEOEM-,112 �onloo"t ne 35 5-1999 RwHock,Head,Impact Keymer! Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2WD .7-ZyZ 38 8.2000 Iftnel Catch,Head,bnpact Keymadc Akan 1Pr t iA3-y 3B• 1 5116" 4/11P2015 37 3 t ALII LM MDaor1 PVC �" r �I LIMAS A TURNER,P.E. 38 S-6013 Scm.AdVI.,cad Nib,PVC Mlkron PVC h -"" t� ins• fns" 1�PJ#�AJ 39 61-014 m.Adept.,PVC Mtkron PVC ••• • • • • • t PVC SCREEN CATCH-6013 PVC ANTl•UFT-6008 • • S EVi5��-At3• NORTH PORT,1134288 40 i Fbt6d Ff�l Cover Mkmn PVC • •• • • • • ••• • PH.041 1574 41 94 (ilwWg Betel MBoon PVC • • • • • • • • • 5/16• 1 11a• ESGR PT 42 SS SEE SHEET 2 ANAL GLASS •• ••• •• • • • •• 43 Purled Glaze*W,SfkaFlax 552Herdtel/Ska SMow"m BOM AND EXTRUSIONS PVC ECREEN SUPPORT-S,4 D • ••• • • •• • • • • • • • • • • • ADE 10/10/13 Ufffff— • • • • • • •• • • UNE ITEMS NOT USED: NOT • •• • • • • • • • CWS-871 8 E:ALL EXTRUSIONS ARE ALUMINUM S08�18 UNLESS OTHL;11 SE NbTED. • • SHEET 1� 30F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ly 12 V2-MAX O.C.(TVP.) IFN00w o s^(iYP.I MAX_ 1 SM SW 44TH AVE. 6'MAX(TVP,) � �ITYP.) OCALA,FLORIDA SEE NOTE 2 4'MAX.TTYP J g'MNL O.C.(TVP.) SEE NOTE 2 W WW.CWS.CC 34474 MWALLATION 5210 PVC ANCHOR(YP.) HOM SLIDER INSTALLATION IMPACT 9" I ' ANCHORITYPJ MAX O.C. R1'PJ 17' MAX rryp.)O.C. X flr'P) O I "' m co Z L cc -- - - 12 ANCHOR LAYOUT ANCHOR LAYOUT- g ' p m ¢ � �quinn�� P110.«R�W ,y0 r�J�•�,�CEN�•.��y,4 „ter; N• 58201 NOTES: -mv % STATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.BILL ANCHOR SPACING SAME AS HEAD. . � 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS_ MAX.ALLOWABLE SHIM STACK TO BE Ile. USE SHIMS WHERE SPACE GREATER THAN 1116`IS PRESENT, LOAD BEARING$HIMS SHALL BE CONSTRUCTED OF HIGH DQdSITY PLASTIC OR BETTER WOOD SHQa18 ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET 5. q11P p15 4.ALL INSTALLA'"ON ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUDAS A TURNER.P.E BE PROTECTED TO PREVENT REACTION. Fl PE URNER •• ••• • • • • • •• 1239 JABARA AVE 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFA87URER5 INSTALLATION 0d8TRUC0IONB AND ANCHORS SHALL NOT BE USED W SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34268 SPECIFIED IN TABLE 1,SHEET S. • • •• • • • • • PH.941-3 L 74 34 ANC14OR EMBEDMENT TO SUBSTRATE SHALL BE Og g• •• •G(• • •E/Ct�•••�E I• 81NSTALLATIDa1S SOLID CONCRETE OR GROUT-FIg L D CMU MAWALL NY FNCI UDE r�1T�REOURE 1X WOOD BUCKS�BETWEEN THE PRODUCT AND SUBSTRATE WOOD BUCKS,IF USED,INTO SUBSTRATE ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER TO CENTER SPACING SHALL BE MAINTAINED BETWE%AI L FSA ENERS;3°gOp hrBONRy,1;OFOR Vd.0O0 AND METAL � oATe 6.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BcPT PE4Y DESIGNE*Yj%E:AO4 ENGINEER OF RECORD AND INSTALLED To TRANSFER WIND LOADS TO THE STRUCTURE ADE 10/10/13 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SNH�OWWN II*TABW1,SWEETS.GON ANDdL4AONRY SUBSTRATES MAY NOT BE CRACKED. - CWS-871 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCEW INSTALLATIONSRALL BBODONE BY lrHERSt-OLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: zuSHEETF WAAMA 1OO(FIN WINDOWS},FMA/AAMA 2W(FLMOE WWOWS),FMAANDMA 2S9(BOX WINDOWS),FMNAAMAANDMA 3O0(DCTERM DOORS) 1 20 4 QF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MR TYPICAL HEAD ANCHORAGE ENT SEE TABLE 1 SUBSTRATE BY OTHERS DIST. 1t4'MAX SHIM S[F TABLE 1 MIN.EDGE DIST, SUBSTRATE VYRN 8Y�L8MB 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHEA;VM,IIN I 1!4'MAX SEE TABLE i OOALA.FLORIDA 34474 SEE TABLE 1 W W W.CWS.CC DMENT MIN.EDGE DIST. PERIMETER SEALANTE 1 SEE TABLE 1 BY SINSIU D O 1T INSTALLATION ANCHOR PVCssEETABLE, HOFI.SODER $ERRANT BFJiINO MIN.EMBEDMENTRANGE BY INSTALLER � SEE TABLE 1 IMPACT' T v PERIMETER sEALANT s BPY SEALANTERIMETER I BY rS ND OUT 0 INSIDE AND OUT IALSTALLAT, ANCHOR INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 bg Lu ME TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND m _ FIN BY INSTALLER W AL SECTION t�HWJZ6 H TYPICAL JAVA ANCHORAGE B NTALSEGTnON U TYPICAL FIN ANCRORAGE R71 HEAD AND SILL SIMILAR FOR FIN INSTALLATION m w I ¢ SEALANT BEHIND 1/4"MAX.SHIM U FLANGE BY INSTALLER 1- 111101 LAM BY PERIMETER m Q Z MIN'EMBEDMENT fano WSIDE AND OUT SEE TABLE 1 ♦♦dVI aDREq,i�I t ♦ j�iCENg•.% SUBSTRATE BY OTHERS N• 58201 'y�y SEE TABLE 1 $EE GE DIST. TA ti V. A TYINCALSILLA ION I8� STATE OF NTMU 8 TYPICALSILLANOiO �A r ryI�hmiNa��♦ TA13LE 1:APPROVED INSTALLATION FASMERS 4/ p201 g RFCCNCRM(2 RLUCASA.TURNER,P.E. OONCTRETE(20 KSI MR.) f 8IIW TAPCON 1-112 1.119 FL PEPERIMETER SEALANT1238 JABARA AVEBYINSTALLER NORTH PORT FL 34288 6S K81 MIH•) 3l1S ELCO ULT ACM • •• tr • • • • 1• INSIDE AND OUT PH. PORT,-1574 GROUTfBLEDCMU(ASTM C,90) 3(18 ELCA ULTRA • • •1 4°• • • 2 f(�2 �"1 HLZQNTALSLTION B BOX FRAME INSTXDff OJ EET BE FLANGE 2X MIN.SOUTHERN PINE(04.56) 3118' T • * 1-31B' we HFA,AND 8LL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRA(X3N INSTALLATION DETAILS FLANGE 2X MNL SOUTHERN PRE(G-O.fya S10 WOOD SCREW 1-w 7!9 FLANGE REMOVAL NOTE:PARTL4LLY OR FULLY REMOVING THE FLANGE FLANGE 18 GAUGE(0.080')MIN.STEEL STUD 810-16 HILTI RRV. t 01 IIW FLYLTHSEAp •• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:(33 KSI YIELD MIN) TEKS SELFD!•RL"S@REW TIMRLPMOW • 71W s ADE 10110/13 FLANGE 1!8"ALUM.083-75 MAID OR LI10 GRADE 6 -T m to M MIN.f!4•FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Uwe$. 1/8°STEEL(33 KSI MIN.) ORRLRG SCREW* •• • THRUND_11W• i i7Jl i INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS S71 _ g FR 2X MIN.SOUTHERN PRE(G--M yypOD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1-1l2' 1!2' SHOWN FOR FLANGE WINDOWS. SHEET 12 SOF5 ••• • • • • ••• • • • •• •• • • • •• •• Florida Building Code Online Pagel of 3wWoo HcMaDeprMw0 BMHOYM I LCOIn U5erReqftTMGn NotTOPICS I Subw4t5urdwYja Stab Facts t�n i rE�f-' Lxls st,I., i> L L, -C� Buspes Cjo Product Approval Pro fessit"n-al W USER:Pubk User Regulation Praftl AnDraval Menu> >ApplhNftn Us >Ap ImUon Detan FL FL16736-RI Application Type Revision Code Version 2014 Approved Application Status F5 Comments Archived El Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,Fl.34474 (352)368-6922 ekoss@cws.cc: Authorized Signature Kom Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc • Quality Assurance Representative lay Lathrop AddressiPhone/Emall 1900 SW 44th Ave. Ocala,FL 34474 0*00*0 • :*Gee: (352)368-6922 Ext 291 • • jlathrop@cws.cc 000000 Category • a 0 0 Subcategory :60:9: Compliance Method Evaluation Report from a Florida Registereld ArchAd or a LWWWL Florida Professional Engineer 0 Evaluation Report-Hardeopy Recelvel Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE FoValidation Checklist-Hardcopy Received Certificate of Independence FL16736 RI C01 EvalRep CWS-87113(HS-8200, 74x53,IMP).od Referenced Standard and Year(of Standard) Standard YAM AAMA/WDMAfCSA/101/l,S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PArrAS 201/202/203 1994 Equivalence of Product Standards Certified By h4://www.floridabuilding.org/pr/pr_app4tJ.aspx','Pamm--WGEVXQwtDqu8obIO/o2flZm6... 6/24/2015 _ Florida Building Code Online Page 2 of 2 ' Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Surnmary of Products FL* Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Lhnits of Use Installation Instructlons Approved for use In HVHZ-Yes FL16736 R1 II CWS-871B(HS-8200.74x63,IMPI.Ddf Approved for use outside HVHZ;Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures+60/-60 Evaluation Reports Othere Large Missile,74'x 63',DP+/-60 psf.Outer lite In FL16736 R1 AE DuPont PVB NOA 13-0129 2,7 od I.G.must be Safety glazed when used above 30 ft.In HVHZ. FL16736 RI AE EvaIReD CWS-871B fH8-8200.74x63. Glass complies to ASTM E1300-04. IMP).Ddf FLIS736 111 AE Ouanex fMikronl NOA 12-1017 02.Ddf Created by Independent Third Party:Yes 16736.2HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63',XOX. Llnnits of Use InstalkWon Instructions Approved for use in HVHZ;Yes FL16736 R1 II CWS-869B(HS-8200 111x63.IMP).Ddf Approved for use outside HVHZ.Yes Verified By:Lucas A.Turner 58201 Impact Resistant;Yes Created by Independent Third Party:Yes Design pressure.+60/-60 Evaluation Reports •e•0 Otbar;Large Missile,111'x 631,DP+/-60 psf.Outer Iibe FL16736 Ri AE DuPont PVB NOA 13-0129 • In I.G.must be safety glazed when used above 30 ft.In FL16736 R3 AE DuPont S P�NO 1.1.06 4 0 • egos** HVHZ.Glass compiles to ASTM E1300-04. FL16736 R+ AE EvaIReD CW.z,PG a c-8200 11005 • IMPI.Ddf • • • FL16736 111 AE Ouanex{Ml n�.Wl 12-1017 02.ndf •••••• Created by Independent ThlydaR+ .4'its • • • •••••• eggs 0000 • • Back Nert •••• •000 ••0e• e••gg• ••• a 0.000 •s •s •• Does** • 1990 North Monroe Street,Tallahassee FL 37399 Pimm,,85087-1eR?••••• • • The State d FIoWa Is an AAIM amp"r.Convrbaht 2807-2013 Rtete of Florida.:: • •••••• is acmcnlhal�,Stern ;; ,��® under Nonda law,errnsr addresses ore public remrds.if you do not wont your a-0hall address released in response to aZubH.V!Vt request do not send ••••• electronic mar to Uls entity.Instead,cordact the drys by phone or by traditional mall.V you have any quesdons.pie cilrod 8$p.487.1395.blbireuant to • • Section 455.275(1),Florlda Statutes,effective October 1,2012,lito tensed Undo Cnapter 455,FS.most provide the Depertrnent vM aniarnao•ddigw If they have one,The emalis provided may he used for olRdaI commurdcotlon with the Image.However amid addressee we public record.Ir you da Not wits to supply a personal address,Pima provide the Depeeunent with an emall address which can be made notable to the public.To Mai..bre If you are a licensee undo Grafter 455,FS.,please click hl:. product Approval Accepts: IE®®® euro ' esu leers slim http://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDqu8obl%2fTZm6... 6i2412015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44t°Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 56 Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-869B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A,4,and 4A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 4) Supplemental Calculations to support CWS-869B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-869B. Soo* . . .... ...... • Limitations of Use: This product: •• •• • May be used up to the sizes and daylight openings indicated in CWS-869B "':" ••••• • Achieves design pressures of+/-60 psf '••••• • •••• .... .... . . • Is Large Missile impact resistant and does not require the use of shutters •••••• •.�..' ..... • May be used in the High Velocity Hurricane Zone ' • • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dad&1%9Q.`A. 13- 01 29.21t, 3-0129.27t,and in the fixed glass requires Dupont SentryGlas Interlayer per Mijrf qde N.O.A' •. 11-0624.021 •••••• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.:2-1117.021' *fee*: of . •.•• • t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find • that they comply with the requirements of the 5"Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. pDRE IV No 58201 :,x►�: ��'`- t 4/18/2015 ir S-00% STATE OF ;' � Lucas A.Turner,P.E. .+,p :,,p q �...;' �"` FL PE#58201 '040 OAA% s+++ Lucas A. Turner 2015-04-18 22:21-04:00 HORIZONTAL SLIDER - LARGE MISSILE IMPACT L IvoTEs: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDj TO COMPLY WIT i THE FLORIDA BUILDING CODE(FBC),CURRENTWMWW MrEM45 EDITION INCU DM THE HIGH VELOCITY HURRICANE ZONE{NVHt7 AND 199 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED PEDALED 94474 IN ASTM E 1998 PER THE FBC. WWW.CWSCC 2.GLAZING OPTIONS:(SEE SHEET 2) 3.00NFIGURATIONS:'OX•,-W. 8=PVC 112 va MAX OVERALL FLANGE WIDTH a.DEIGN PRESSURE RATING: SLIDER NG: IMPACT-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111°MAX uNrr wmnt GLASS TABLES ASTM E-13DD-04. -POSMVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER49 TWHO INFILTRATION TEST PRESSURE AND GLASS TABLES GLASS 1OLLO (3L2245�D ASTM E-1300-04. A S.ANCHORAGE THE 331/3%STRESS INCREASE HAS NOT BEEN USED W THE DESIGN LO THIS PRODUCT.SEE SHEET 8 FORUSED F DETAILS.WINDLOAD DURATION FACTOR f1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. � 641/4" i I I I G.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT O OVERALL MAXI I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT is 0) FLANGE UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT . w v S HEIGHr 8 I B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND ¢ W FLYING DEBRIS. a ¢ Sol r 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT n F HT I 1 O I X I LS USED AT FOXED MEETING RAIL AND HEAD/SILL G OLD Gum D D DLO 8.SERIES/MODEL DESrGNATtON HS-8200. tt33 B 0 q z 89 LV18• 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: MAX I 1 8 X-OPERABLE SASH,O-FDO SASH SASH �+, � � 14� + t I p 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR .�•GQ',,`,g,•0\V BNS •. +G HEIGHT 1 t /L, VIM LOCATION. C 3: Ne t�S \_� 11.EXTERNAL WEEP SLOT-U4'x 1"LOCATED 4'FROM BOTH ENDS. ;*_ * _ MAX 278A811(r 6 C A ^9O�L STATE OF J AV r Lucas X Tumor NN+hlFini ,', 201-04-11 z';z_ 15:17-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE#Sm1 •• 00: •• • • • • •• 1238 JABARA AVE. • • • • .0. • • • NORTH PORT FL 34288 • • • • ••• • • • • •• PH.941-31874 0.0 10 •• • • ••• GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES..ELEVATK7N&..........1 •• • • •• • TEF 10/11/13 WBW—WE— GLAZING DETAILS....................................2 EXTRUSIONSECTION S I SIE DEI IV•PRE E TING IMPACT RATING _ E7CTRUSION5&B QM.......... _.................4 ANCHOR S�1,LE&NOTES........_......5 111" ®3" •• •+/- P LARGE MISSILE IMPACT CWS-M a INSTALLATION DETAILS................. _„....8 � SF• 1SHEET :20 IOFB 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I=SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CWS.CC "W° 00 PVCOVERALLV0 AIR SPALED DRTt�oRz.suoER 31RS PAIIa1PERW WIF OVERALL IMPACT 4• CE tA1^ANNEALED OR TEMPERED 711V Lara) 378°AIRSPACE li.l 3718'ANNEALED AN LALANF�- �SENTRY GLASS TONOPLAST INTERLAYER 0 11B°ANNEALED O 3n8'ANNEALED .090 DLMMPVBINTERLAYER < yy PURFHCTGLAZE'W 11W ANNEALED 2 SIKAFLEX 552 0 w ui PURFECT GLAZE"H• w $ ¢ 1 SIKAFLEX3 1W GLASS 62 c w as Q p " 1P1"Gina RME ? o 11-7 1 m d z vj No 5M1 _ GLASS TYPE B �p�:, STATE OF SASH GLASS •,,w�ti�A` W. . GLASS TYPE A FIXED GLASS �+111aI 4/11/2015 LUCAS A.TURNER,P.E. FL PE @ 53201 •• ••o • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 342BB •• ••• ••• • •• o•• •• PH.841-M-1574 • • • • GLAZING DETAILS • ••• • • •o • WN • • • o • • • • • TEF 10111/13 o • • o • • oo • • 1k 00• •• • • • • o • • OWS4859 B SHEET 1:1 2OF5 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r INTERIOR VYq�IDOM/SYSTO�IS 19 49 U 1 1 1 1900 SW 44TH AVE. OCALA,FLORUDA 34474 www oWS.00 8200nit PVC MORE SODER IMPACT 1 3 2 5 8 1 1 8 7 SECTION VIEW D-D o JAMB ROTARY LOCKS JAMB ROTARY LOCKS: SECTION VIEW B-B MAY BE SUBSTITUTED FOR JAMB 1 IMPACT LOCKS ON FLANGE UNITS. H O REOUIRED ON FIN UNITS. N gw Ir 31-37 Ig 1 � t) a 11 `® m 4 z •_�wNvltnuyr I GAJOOFFSAM4EHOOK971'P.) 0��gg�►w�;p «y"��4i �J (ITEMS 44 A 46) ,��Gp;.VBG'egg Ne Sam 'NYIP'ri� INTERIOR 0 v: ; ;616 STATE OF eA JAMB MPACT HOOKS(ITEM 42) •IhsH�,n,a�t'��r JI ROTARY LOCKS(PROEM 23- � LOCATEDATTHIRD INTS. t XNOTES: 4111/2015 � -EITHER IMPACT HOOKS CR ROTARY LOCKS LUCAS A.TURNER,P.E. 1 MUST BE USED IN BOTH JAMB$OF FLANGE UNITS. FL PE#58201 9 7 i i i ••• i ••• -ON ONLSOCKS MUST BE USED M BOTI4 ��JAABRARAAAVE. SS OF FIN• •• • • • • • ITS34288 PH.941- 0-1574 • • • • • ••• • SECTION VIEWS • • •• • -- °AT- SECTION VIEW A-A 000 • • • • • • HEAD IMPACT HOOK AND TEF 10/11!13 • • • • • • •• I&tACT HOOKlROTARY LOCK LOCATIONS -n L • • • • • • • 12DCWS-m B ••• • • • ALTERNATE FIN FRAME 95 ` SHEET 12 3OF5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1T'EM PARTS DEOi9PT1ON PARTS LIST VENDOR 6AA773gA1. 3 ire• CORNER CONSTRUCTION 3118" 1 H-6049 Mein Frame,SIM,Flange,PVC Mikmn PVC 31 2 H-16M Fixed Rall,Healy Duty,Aluminum Keymadt Akan 1 2 1900 3W 44TH AVE. 3 5- 77 Cow,HD Fixed Rall,PVC Mlkcon PVC 1ftE OCALA,FLORIDA 34474 5 P4831168 x 21P2•Ph Mad Truss Type A TE Al- Steal 211118- 1118° 381161 171W 1riE WWW.CWS.CC 8 P-am Seam Semler,8MS504 Schnee Silioorm L 7 8.1778 Raftizk Keymark Alcan mfl FRIIVELD PVA.' 8 3.81113 Screen Adapter,Jamb,PVC Mik on PVCL r tiE 1:8 9 S-8014 Screen Adapter,HW&SRI,PVC Mlkron PVC PVC FRAME FLgNGEHD MTG RAIL-t68t HORE SLIDER 10 P-4479 Weep CW"Yd Flap man Nylon PVC FRAME FIN-8048 IMPACT 11 58084 ©lasing Bead Mileoe PVC 8 12 H6050 Seah MaMkeg Rall,PVC MeoOnPVC �-23818 t � t 3flE 5 m v 13 H-8051 Soh Pull Rall,PVC Mekran PVC 1__2_V � 3 c 14 H,6(= Sa8h Top/Bot.Flail,PVC Mlkmn PVC t�g 1 Sre• t Sre' t s/is' 15 H-1497 R91M.S89h MaeL Raf3 K9ymark Alum 111V 1riE 2 $Lu Lu m 18 W1498 Rdnforcement,Sash,SM9 Rall Keyrrmrk Alum triE vtE 17 U) t398 ntmemara,Sash Pull Flag Ksymeak Alum PVC BASH MTQ RAIL-BtISD PVC SARI SIDE RNL�8b1 PVC SASH T�DPIBIM RM-SM pyC HD MTO RAIL COVER-8077 Q 18 P-3428 Wstp,0270 x.187k FinSeal, Ntr�b FIXED MEETING RAO 19 P3783 Lock,Impact,PVC h emote p,3116' SCREYI uTERF�WI71r a c N j'�' 20 P-4051 #9x 1 1/4"Ph Flat Tit,WM. Faslenal Stem 1:8 Keeper.Impact,PVC tr0edtxdC � 21 P-4069 K O a 22 P-3639 98 x 314°Square PH To k,WM. Fat left Stg91 L E I 314• a 23 P4958 Rotary LockhGedOck 16116' i" 1 24 P13 8.32 x 1P2°BaerBt Fastener Interlock 1ri8° iStt 2 iza 25PAW Keeper,Rotary Lack InterlockBASH MRi RAIL-1497 z 26 P-4779 Roller,Tandem M&M Nylon PLANYIEIN-1989 HEAD IMPACT HOOK-1M NREM.-7889 27 P-3541 #8 It itr Quad PH TEK 2 2kkc Fastsnal Steal • i� 3ri8' 3/16^ -.k 3/T 71t8" 1 114' `•G Wim"a4, 28 BLABS 8EE SHEET2 CARDINAL G ASS �� I r ��TGP51�y 29 Pe>W Gleme 9i°or BE WRIM 552 FlankemDm S1llaoree O �' i _7 No 98201 S: 30 P3 8 Sc.Bet.,85 Dur.,1!8'x T/8"x 2"Lg. Frank two ftfte s* ' 31 P•3218 Screen Frame A9mstal ReftFann �6/8"� S.B.RJS,S.R.-1498 111E ^Q" ;QZ 32 P-4754 Screen Cerner Key AJlneatal Nyldr 5re" 111E ROLLER TRACK-1776 S9O{� TATE OF r,j,Y►r 33 P4755 ISmew Corner Key vdSefety Tab AIImotal Nylon 114• 2.N� p R%a PLAN VIEW-2000 PANEL IMPACT CATCH-am 11 f 7�"'I ��i @�ONkI.��, 34 P-M Screen Pull tab Skmkmh 7/g� I I n++m&% 35 P3 Screen Sprirg Fla Spdrtg S6 0 ale, � WET"�+I��7 36 P-3228 ScreenSplirla Dapa p PVCGLAZE9EAD-6M E triE 4/11=15 37 P-4772 Screw Cloth,Morgue GLAZE BEAD-1112 40 P-3113 Scm Support,PVC TeaM PlasticsRubbor 11rFI ere, LLIC R A.PE8R82D1 P.E. 41 P-3752 Cap Plug,1Pd'Hole M&M Nylon 18HE 318° r d1E 1239JABARAAVE. 42 8-1577 Im •• ••• • • • • • •• peel hook,Frame,Jamb Keyrnedk Alcan • • 8 NORTH PORT,FL 34288 43 S-1112 Retntorcematd,Haul,Jamb Keyrteerlk Alum • •i • i i i• •• 7/$° 1118 111E �� PH.941�D-1574 44 500 Inspect Channel,Sash KeymmAc Alum • • PVC SCREEN CATCH-6013 1/tE 45 P3748 #8 XWS Ph FH TEK,Zinc,Palmed AJerk Steel • *00 •• •PLANWFEW-WN ALUM SASH IMPACT HOOK-1877 PVC ANTI-l1FT-Sm 49 5-1999 Impact Hook,Frame,Head Kaymerk Akanh1 fre'. BOM AND EXTRUSUNS --9'-�l 12• B/tE 47 H-8048 Male From,SWHS,Fkr,PVC Mlkrarr PVC 311E I9 I ME48 S-rAi55 Rldler Tteck,PVC,(ArdH19) MDemn PVA •i• i ••• ••• ••• t/1E TEF 10/11/13 49 —P-,AM Lack Impact,PVC,WFlippar Inteduc k • • • • •• • • SCREW SUPPORT-3113 PYG SCREEN SUPPORT-i�14 r 50 P-4730 1#8x 112"Ph Mad Truce TEK FastwxdL ITEMSlyQT'U • • • • CWS-889 B 4' 39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 606376 UNLESS OTHERW ISE NOTED. WaZ' SHEET 1:2 4OF8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3"(TYP•) ISM SW 44TH AVE. r MAX(TYP.) 3'(TyP') � lei EE 8EE NOTE 2 4'MAX a".) 8'MAIL O.C.(tYR) OCALA,FLORIDA 34474 I'dAX C i a•MAX(TYP.I� � W W W.CWS.CC C MAX ow.) (TYP.) 77 INSTALLATION - -- -- 8200 PVC ANCHOR(TYP.) HORZ S'ODER >r MAX 1T "P-) IMPACT MAX O.C. O (IYP., X O X ------ �o W T W @ 0 11L _ o LaW ANCHOR LAY0IJT-iFLANGEI ANCF10R LAYOUT-(FAVI ,• a � w U w Do In d g ;V'r NO 58284 V%_ Lf'*= * i'*-; NOTES: I5.0D,\ STATE OF Nat 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION SILL ANCHOR SPACING SAME AS HEAD. �'Z"��''t�"L O R 1 O t;��rr •i•t4�''.......f' Q 2 SHIM AS REO AT EACH H DENSITY PL ANCHOR USING LOAD D SHINS SHIMS.MAX ALLOWABLE SHIM STACK TO 8E 114'. USE SHIMS WHERE SPACE GREATER THAN 1/1B`IS PRESENT. LOAD BEARING�IIMS SHALL BE S CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER•WOOD SHIMS ARE NOT ALLOWED. *71 3.ANCHOR TYPE,SIS,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/1112015 4.ALL INSTALLATION ANCHOR MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE A 5=1 }�""�� "�� 1238 JABARA AVE- *INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MAW9fi ftS I&STILLAM I.0{ST®UGiTIONS,AND ANCHOR SHALL NOT�USED IN SUBSTRATES W PfFI STRENGTHS LESS THAN 71iE MINIMUM NORTH PORT,FL 34218 SPECIFIED IN TABLE 1,SHEET S. • • •• • • • • • PH.841-381)-1574 ANGM e•I4ST.ALLAR EMBEDMENTTO TIONS TO SOLID CONCRETE GROUT FILLED CMU MAY WSHALL BE BEYOND WALL CWDE BUIT>fTVOf T UR I�X�BITCKS BETWEEN THE PRODUCT AND SUBSTRATE,INGS.EMBEDMENT SHALL BE BEYOND BUCFCS IF USED,INTO 6UBSTRATE ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MIMMUM CFMER TO•CENTSR SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:S'FOR MASONR•Yj1"FOR WOOD AND METAL BY *WOOD OR MASONRY OPENINGS,BACKS AND BUCK FASTENED SHAQ BR Y DESK V BV•[HE ,,f TEF 70/11/13 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTu I'm TIN�ABLFyj Bfi1 ET-•GDN E vgp�ASpNRY SUBSTRATES MAY ENGINEER OF RECORD AND INOT BE E CRACI�D D TO TRANSFER WIND LOADS TO THE STRUCTURE. p S SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESIST •.� • • 'BE • • • • OW S•SB9 B FMAIAAMA 180(FN WINDOWS),FMA/AAMA 2W FLANSE WINDOWS), ODMAI r�X WINDOWS)E1�E DMA DO(EXTERIp TMDOORS)DENi VERSKRI OF THE REFERENCE DOCUMENTS: SHEET 1:28 50FS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL HEAD ANCHORAGE MM.EMBEDMENT SEE TABLE I SUBSTRATE ` BY OTHERS MOV.EDGE DIST. 114•MAX SHUN SEE TABLE 1 MIN,EDGE DIST, SUBSTRATE Yr�IDOW SYST7�1S SEE TABLE 1 SEE TAKE 1 SUBSTRATE BY OTHERS I 1/4•MAX SHIM FBY OTHERS 1800 SW LOR I AVE. SEE TABLE 1 I SEE TABLE t CWS.cc 34474 MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 SY OVSTALLER INSTALLATION ANCHOR $ PVC INSIDE AND OUT SIE TABLE, MBEDMEJNT HORZ.SLIDER PLANS a"vs°�T aLLER v4•MAX sHaeMBE T t MIN. ABLE IMPACT MIN. 9EAUWT C PERQaIETER SEALANT ER BY P48TAL FR OUTINSIDE AND OUT ON ANCHORINSTALLATION ANCHOR SEALANT BEHIND ,SEE TABLE 1Y WALLEREHINb FIN BY M$'TALLER 1) B HORQONTALSECTION [C�HORODNTALSECTMN 6 TYPICAL JAMB ANCHORAflE 6 TYPICAL FIAT ANCHORAGE a Iq HEAD AND SILL SIMILAR FOR FIN INSTALLATION x IL 1/4•MAX.SHIM SEALANT BEHIND FLANGE BY INSTALLER khL U � PERIMETER SEALANT m Q BY INSTALLER MIN.�� INSIDE AND OUT SEE T4%xxiffi�D�RE4d•�h +mow .. v•,s 0 SUBSTRATE BY OTHERS ,�Jl me : 58'109 MEN.EDGE DIST. 5 t i ETABLEI !L Bs A VERTICAL SECTION �y1S r1 TE O TAF [I OF " 6 TYPICAL SILL ANCHORAGE S •'S A • `1441 ♦ 5 ....� o {+♦��. ��pT hhini��` xx TABLE 1:APPS INSTALLATION FA9TENETiB 4/1112015 FRAlAEANCHOR TYPE LUCAS A.TURNER,P.E. CON TETE(20 K81 MIN) 9/1�tTW TAFO* 1-1/2• 1- PERIMETER SENJUVT 123FL 9 PJA#smi AVE 2 IN IDEANDWALLER NORTH PORT,FL 34288 FLANGE CONCRETE(286 KSI MIN.} 9N8'F_L.CO • •1'• • 1• OYSIDE AND OUi PH.841-388-1574 FLANGE GROUTFR�EDCMU(ASTM C-90) 3N6'EL(a 1/ • • 2.112 fO"\ HORIZONTALSECT�1\6 BOX FRAME INSTALLATION E Tak FLANGE 2X MIL SOUTHERN PINE(f.0.S7i 3Ji8 •1 718• HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PONE{G-0.5G) 910 WOOD SCREW 172/S' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(MM MIN.STEEL STUD 910.16 HLL-q KWt j-WOR I1W FU`L THREAD• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MIN) TEKS BEI F-IRILLM SCREW W4RV 0.01* •yoS' TEF 10/11/13 FLANGE 1fir ALUM.(8063•TS MIL)OR 910 GRA S •TAPPING/• • -MIN.1W FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED e 1/B•STEEL(33 KSI MOV.) DRILLING SOMEW•• • t}RN M 12510 • ri98' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-M B FIN PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 2XMOV.SOUTHEFBV PINE(x.88) 96 WOO 1-1/Y 112' SHOWN FOR FLANGE WINDOWS. $ SHEET 12 6OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 fbi a DprtMe tta W S Home I Lop In ; User RegoMan Hot Topl6 SubMt Surdnarge I Stats a F8U Fu:Lx-' I L('- `l'I—p BUSiTIS `v Product Approval Profess `al QO USER:"Ec User Regulation Product Aonreval Menu>Produrt or Avnli®Non Search>Amlkadon tJst>Appnoaaon DeMg FL# 14850-R2 Application Type Revision Code Version 2014 Application Status proved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss®aws.cc Authorized Signature Koss Erin ekoss@ciws.ec Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 eko"cws.cc •••• • • SSSS SSSS•• Quefitty Assurance Representative Jay Lathrop •• • •••• •• Address/Phone/Email 1900 SW 44th Ave. •••••• •••• •••••• Ocala,FL 34474 00000* • • • (352)366-6922 Ext 291 •••••• .••• jlathrop@cws.ct •••••• • • • • Soso 0900 SSSS• Categorycterior Doors ••:••: •••• ••••• Subcategory winging Exterior Door Assemblies 9• •• •• 9 s 9• • SSSS•• • • Compliance Method Evaluation Report from a Florida Registerld Archf d or a:40rok ••••• Florida Professional Engineer • • • • • 6Z Evaluation�Report-HardooPY Received••• • 9••••• • SSSS • • Florida Engineer or Architect Name who developed Lucas Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 12 Validation Checklist-Hardcopy Received Certificate of Independence FL14850 R2 CO) EvalReo CWS-6418(FD-8750.IMP).pdf Referenced Standard and Year(of Standard) Shiindard Year AAMA(WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1300-04 2004 ASTM E1885-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By http:l/www.floridabuilding.org/pr/pr appdtl.aspx?pazam=wCrEVXQwtDquHlFzfePauW... 6/2412015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 8ummary of Products FL# Model,Number or Name Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact. Limits of Use InstallatJon Instructions Approved for use In HVHZI Yes FL14850 R2 II CWS-6415(FD-8750,IMP).W Approved for use outside HVHZ:Yes Verified By:Lucas Turner 58201 Impact Redstanits Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other.Large Missile French Door w/Sidelights,Max. FL14850 52 AE DuPont PVB NOA 13-0129 27.ndf French Door 6'x 8',Max.Single Door 3'x 8',Max,Sidelight EU4850 R2 AE DuPont SGP NOA 11-0624 02.odf 3'x 8',DP+/-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 AE EvalRea CWS-6416(FD-8750.IMPl.ndf FL14850 R2 AE Ouanex(Mikron)NOA 12-1017 02.0f Created by Independent Third Party:Yea w-- Qdiog Ua;;1940 North Munroe Street_Taaahaarwe FL 37309 The State of Florida Is an AAJEE0 employer.Comrloht 7007-2013 Stabs of Florida.;;Privam Stabarnent:i ::Reluoll Under Florida law,small addresses are public records.9 you do rot want your e-mag address released In response ho IipuMpracp0s request do not send ••••.• electronic meq to this entity.Instead,contact the office by phone or by traditional mall.If you have wry 9uesUons,please scetact 660.487.1Ii.-Pulaent to • Section 455.275(1),Florida StsbArA effective October 1,7012,licensees pard under Chaff 455,F.S.nwst provide the Depmbnent with down]]mass if • they have one.The emalls provided may be used for ofRcial communication with the Iieuwee,fbwam mall addraaaea arr+ptrbN*dwrd.nyou db%t Wish to •••••• supply a pemmnal address,please proh+lde the DapaRmont with on small address which con be rade evallable to the public.To delrmine If you are a OCaneeo under Chapter 455,FS.,please dickbaL. •••••• • • • 0000•• Product Approval AocePar 0000 •••• • • ®IN®® • • • • 0000 0000 0000• 0000•• ••• • 0000• accurfivau mxv • • • • •• •• •• 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • :0 • • • • 000••• •• • 0000 • • • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVXQwtDquHIFzfePouW... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750, SLT 8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5* Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.'Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-641B,signed and sealed by Lucas A.Tumor,P.E. 3) Test Reports NCTL-210-3761-1,4A,-113,-1C,-2,and-2A from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-64113. 900966 . . 0..0 0000.0 Limitations of Use: This product: so . ' • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x Or Hifelite sizes,0• 6600:0 with glass types and max.glass daylight sizes as shown in CWS-641 B 000000 6 0000.. • • Achieves design pressures of+/-70 p.s.f. •0000••0 0• •0000 000 0000• • • 0000. • Is Large Missile Impact Resistant and does not require the use of shutters0000.. ... • • May be used in the High Velocity Hurricane Zone 000000 • . 0000. •0 000000 + Anchors indicated in CWS-64I B shall be pan or hex head type and shall havoa kpa f or washer • (integrated or separate)diameter of 0.420"min. 0000.. :-0-0: • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.02; . ' .. :0000: • Requires Dupont PVB Interlayer per Miami-Dade N.OA.#13-0129.271 0000• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.021•o • 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 51b Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �11It IIN 0#84t. .i; No 58201 fi% 4/18/2015 i Lucas A.Turner,P.E. STATF_ OF +tu FL PE#58201 �'•.'��w :4 o R t'D X�y,+' Lucas A.Turner •�i�iS� N A' 2015-04-18 22:03-04:00 O SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.TGENERALPR DUCT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED � TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT wmmwmnmm EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHp AND 1900 SW 44TH AVE, IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 94474 79'MAX FRENCH DOOR WIDTH 36 311 W MAX. tN ASTM E 1898 PER THE FBC. W W W,CWS.CC SIDELITE WIDTH MAX 2 GLAZING OPTIONS:(SEE SHEET 4) PANELWIDTH D NE WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUISWING $m/1015PVC w1SIDELITE(S).FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DLO D wSIDELITE(S),SIDELRE NOT ATTACHED. IMPACT 4.LOOK OPTIONS: I __ UP TO 88': r 97' A.DOUBLE BORE w1TW0(2)INTERIOR FLUSH BOLTS. MAX MAX HANDLE SET O 36' UNIT UNIT B.MORTISE LOCK W/TWO(2)INTERIOR FLUSH BOLTS. HEIGHTE E HEIGHT HANDLE SET Ca 34' C.MULTIPOINT(4 PT.) Y 1Q11 ,- 95 3M W C C D 94 Wr HANDLE SET @ 34' FLUSH BOLT ON I 1 MAX ABOVE 98' RKILTIPOINT(5 PT.) PANEL X X INACTIVE PANEL I O HEIGHT PANEL A HANDLE SET@ 30 0 O HEItBir 84 3116' 181 83 aw 5 DESIGN PRESSURE RATING: d j � Nz GASS SEE GLASS -NC-DATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ¢ rc p¢ DLO NOTE 4 DLO GLASS TABLES ASTM E-1300-04_ �' a I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER I INFILTRATION TEST PRESSURE AND GLASS TABLES 40'MAX SINGLE ASTM E-1300-04. A DOORWIDTH D CANCHORAGE:THE 33 1M%STREp 11 NOT BEEN USED 37 5V MAX 12 S IN THE DESIGN OF THIS PRODUCTT..SEE SHEETS 1INCREASE RAS-2 FOR ANCHOR m FRENCH DOOR PANEL WIDi11 SIDELITE DETAILS-WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD 28 618' ANCHOR CALCULATIONS. GLPim A�2REp4RE��••• ASS DLO W A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE 812' NOTE-' NOTRCOIARED. .� N• mol5,�� HINGE SPACINGS ARE 8-1 9T 12'FROM ENDS AND 20'MAX O.C. 8,ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS MAX 20' FOR B1'TO 87'UNrr HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. it p YF '4 UNIT r9iJs HEIGHTATEHEIGHTHEIGHT9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-11710. S O Aq —— y A►SL4A STOF rU Olt, 953 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: riryS� On No' MAX X 1 g X-OPERABLE SASH,O=FIXED SASH HEIGHT •y��Ol�yMp�rt�� PANEL g 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR +� 84 3111V 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS 11 TURNER P.E. GLASS SEVERE WEATHER DLO INCITE a ISEE FL PE B 58201 13.OlJALIFIED ALTERNATIVE LOCI03ET/DFADBOLT HARDWARE IS 1239 JABARA AVE. •• •• e f2'••• i i s•• GRADE 2 BY PAMEX AND DELANY. NORTH PORT,FL 34288 • • • • • PH.941-71574 •A • • • ••• e 14_MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR • • • • • • • • NON-MULLED UNITS TABLE OF CONTENTS 5116 GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS 1-3Lugs A GLAZING DETAILS. MAX. PANEL SIZE DESIGN PRESSURE RAl1NG IMPACT RATIN-13";---- Tuner �+wN9v: SECTION VIEWS.... ..................___....5 7 $TINGLE • ••• • • • • • • ZD15-0422 ADE C9108�11 Dom................___......_..._.....__......._.....e 37�a/$:45-2/1 6n .. ANCHOR SCHEDULE&NOTES_....._.__.18 FRENCH .• •. •+A 7�0�Sf LARGE MISSILE IMPACT io��04:00 gB41 B INSTALLATION DETAILS....._..........._1 x.12 SIDELITE 33-5l9F- 94•$!8" ••• SHEET 1 35 1 OF 12 • • • • • • • • • • • •• ••• ••• • •• •• ••• • ••• • • 35311V MAX 151318'�UNTTWIDTH SIDELITE WIDTH MAX FRENCH DOOR WIDTH 19M SW 44 SY8 VF- 1900 SW OATH AVE. A33 5w W9)TH PANEL W IDTH 37 SW MAX-1 WWW. m.ccFLORO34174 W W W.CWS.CC 8700/10/50 PVC 9MAX SWING DOOR HEIaHr IMPACT 94 5,r SIDELITE O X x O ANELL a s ki HEIGHT FLUSH HEIGHT SOLT oa C ON w SIDELITE SEE INACTIVE DOOR ¢ m DI GLASS NOTE 4 PANEL GLASS V) SHTI DLO IL IF-1 + o to > t3i� Lu 225/8" $�' w 15 2 GLASS DLO GLASS DLO FRENCH DOORwBIDELITES �7 m ¢ Z 1153/16'MAX UNIT WIDTH �a r�p'RE�yhh� 383116'MAX 79° 783118'MAX UNIT WIDTH ��•,Pf�ir,g'rV �i� SIDELITE WIDTH MAX FRENCH DOOR W0114 383/1 S"MAX 44"MAX.SINGLE SIDELTTE WIDTH DOOR W IDTHv= 58ZD1 33 5fir MAX PANEL W IDTH 375V MAX 33 b/8 MAX 37 SW MAX #` oS DOOR WIDTH PANEL WIDTH DOCK W IDTH SOL STATE OF rAU jQA MNL 87' yi Y0NA'L UNIT MAX �++►n.npin HEIGHT UNIT HEIGHT 94 54r 04 SW9631184/18/2015' SIDELITE O x x 95 3/16• SIDELITE PANEL LUCAS A.TURNER,P.E. HEIGHT PANEL HEIGHT O X HEIGHT 1l.P�ABARA AVE. 133 SIDELITIE 618' BMT •• i ••• i i ••• NORTH PORT,FL 34288 GLASS ON 84 3118' •• • • • • • 84 31167 PH_9413801 S74 FT SEE INACTIVE !� • • • • • ••• • SIDELITE SEE DOOR DLO NOTE PANEL p�� • • • • • • • GLASS ��4 GLASS SHIT' •QLO i• •• • • • •• DLO BHT 1 DLO GENERAL NOTES AND ELEVATIONS 22518' 26&r • •a• • • •• • 22 W . GLASS DLO GLASS DLO- • • • • • • • • ADE 08/D8/11 • • • • • • •• • • GLASS DLO GLASS DLO Uwe r: .. •• • • • • • • • • • • FREN�WrSSIDLME • •• • • • • • s •<: SINGLE DOOR vWSIDELITE CWS-841 B SCALE: SHEET 1.35 2 OF1Z • • • • • • • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • 4(3"MAIL SINGLE 79'MAX FRENCH DOOR WIDTH 383118'MAX DOOR WIDTH SIDELITE WIDTH OWNWWMTEMNS 37 SW MAX 37 SW MAX 335W MAX. 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474 28 618' 2S&r 22 am. W W W.CW3_CC GLASS DLO GLASS DLO GLASS DLO NOTE: •� 81/2" HINGE SPACINGS f7 I SMI0/50 PVC 81° FLUSH ARE 8-112'FROM 91' 81' MAX. BOLT 21 5/18' ENDS AND 21-5/18' MAX FU�H UNITUNIT BOLT MAIT X NQ DOORHEIGHT MA D.D.C. UP TO. HEIGHT HEIGHT 'MPA'M PANEL X PANEL PAN 79 ir � r HEIGHT HEIS X • x HEIGHT O a s B83H8° 883f18' 87618' o GLASS SEE GLASS 8EE GLASS ac w DLO NOTFSHT 14 DLO SHT 14 PLO p < Z B 112' SINGLE DOOR ) FRENCH DOOR SIDELITE ii yO .01 s 7 ® 4g 151316"MAX UNIT WIDTH ,, OWRIEtV Na 36 3/14r MAX DTH 7r MAX FRENCH DOOR WIDTH 112318 MAX UNIT W IDTH �'MAX SINGLESIDELITEWIDTH A�C,��r'ti p NBA`' y�Cys PANEL MAX 37 5V W PANEL WMA MAX DOOR WIDTH Z v: f W 58289 `� 33 618'MAX 37 6!8'MAX PANEL WIDTH PANEL WIDTH 8�— z��L.STATE ll MAX MAX. FLUSH �4yF�'�,O kUNIT BOLT UNIT HEIGHT 793/18' HEIGHT BOLT 793tir785w DOOR , eh�hAi�niyMa�•�,, 78 Ste' PANEL PANEL HEIGHTS(DELrrS O X X O HEIGHT SIDELITEHEX Q HEIGHT 67 5l8' 88 311x' LUCAS A.TURNER,P.E. SIDELITE DOOR87 618" 69311W FL PE 1R 58201 GLASS SEE GLASS S@ELITE DOOR 1239 JABARA AVE. DLO NOiE 4 ••• •DLOm • •• GLASS 111 GLASS NORTH PORT,FL 34285 SHT 1 • • • • • • DLO DLO PH,941-0-1574 •• • • • •• • • • 22518' 2s 6d8' •• ••• •• • • • •• GENERAL NOTES AND GLASS DLO GLASS DLO -22 sw 285W GLASS DLO GLASS DLO ELEVATIONS wN er: FRENCH DOOR w1SIDELITE 0 ••• • • •• • SINGLE DOOR w/SIDELITES ADE 09/08/11 • • • • • • •• DWO t. •• • • • • • • • • • • CWS-841 B • •• • • • • • • • •• • ••• • • • SHEET 1:35 3 OF12 ••• • • • • ••• • • • •• •• 0.0 • • •• •• ••• • • • ••• • • GLASS TYPES 11AK,ISpT vwHoorov sYsrEns NBGER S SRI= FIN" 1900 3W 44TH AVE 1.OVEW4ll t•OVERALL 81' A A A OCALA.FLORIDA 3"74 3/16'TEMPERED 9T B S B WWWCWSdx 3116'TEMPERED 6116'AIRSPACE 318'AIRSPACE 37M OW PVC 12'LAMINATED 7116'LAMINATED SWING DWR ate-ANNEALED 3/16'ANNEALED IMPACT .1O DUPM PVB WEFIIAYER MG SENTRY GLASS IONOPLAST RMALAYER 3116•ANNEALED 3116'ANNEALED _ i SIKA-SIKAFLEX 552 or Xaf4" AFLEX 552 m c 11 HENKEL-PURFECTGLAZE'H• PURFECTGLaum S m rn 314'GLASS SITE SS SITE _ 10 1 �i 0 G gc�",WORRE••W Iry s*= * =tec STATE OF f At OR%q+� ?�� A%. h+npaina�� z� LUCAS A TURNER P.E. FL PE#5=1 •• ••• • • • • • • 1236 JABARA AVE • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.841-380-1574 LPLqj• •• • • • • ••• D •• ••• •• • • • • GLAZING DETAILS GLA39 TYPE A GLASS TYPE B DRAWN . • ••• • • •• ADE 09/08/11 Diva#- •• • • • • • • • • • • CWS-841 B • •• • • • • • • • •• • ••• • • • scALe: SHEET 1:1 4 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR y mww — 7 7 ,900 SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CWS.00 1 eml0l50 PVC SWING DOOR , IMPACT ,9 H !i v � 20 � � N cr IL Z b w SECTION VIEW B-B °� o m¢g INTERIOR �g0•RE�wlot 7(,�ryp�i GPS *s * #= ALTERNATE 1 ALTERNATE 2 s�aq STATE OF z� 1 6 MORTISE LOCK w/FLUSH BOLT MULTIPOINT LOCK �� A.TURNER,P.E. FL PE#58201 • • • • • • •• 1239 JABARA AVE. •• •• NORTH PORT.FL 34288 • • PH.941-37iS74 • •• • • • • ••• • •• 000 •• • • • •• SECTION VIEWS SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: s vAaff 1 • .1412.13.15-1-4 22.13.45.54.9469 • ADE 09/08/11 SECTION VIEW A-A ••i BLAS NOT U9EDT 101!S• • : ve _ • 2L"15-18,25-13, -3S, 43 52- 60,62,55-88.72,78 CWS-641 B •• • ••• • • • SHEET 12 S OF 12 ••• • • • • ••• • • • • • • • • • • ••• • •• •• • • • •• • ••• • • • ••• • • v vvimwwmnmiR 1900 SW 44TH AVE. OCALA.FLORIDA34474 W W W.CWS.00 INTERIOR $7 /10/50 Pvc SWING DOOR 7 1 s 1 1 1a 1 7 IMPACT T T 1 as a wam Z 15 1 4 1 1 2 1 4 1 1 1 m a Nuuuu�, SECTION VIEW GC �� :GEEpf"'KIN", •N", SF5' Ne M(H t YL TjAQy STATE OF r�wr FRL ��ti/tOi�Nini�,•, zx LUCAS A.TURNER,P.E. FL PE#SBW1 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • •• • • • • • PH.841-Awl574 •• ••• •• • • • •• SECTION VIEWS FRENCH DOOR NOTE:VERTIOAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: TO SINGLE DOOR,SEE SHEETS • ••1513,15 1T 22,24 28,38-1:.% ,5,37 ADE 09!08/11 ••ITEMS NOT IYSED IPd • •• •: ".16-1 i lft 41C 4��ja f e s,M 74,76 CWS-641 B •• • ••• • • • IWIN.E. SHEET 1:2.8 6 OF12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 19W SW 44TH AVE CC"FLOADA 34474 W W W,CwS.C.0 6700/10/50 PVC SWING DOOR 9 IMPACT } N m Coro 19 4 4 4 Z SECTION VIEW E-E v 0 0 mmz� W W n SEALANT APPLIED TO F T? ADJQINMO FACES 11 BY INSTALLER C IF � --ft m d Z INTERIOR ��PND,REW+,yy�i 010 HEX WASHER HEAD TEK ��Gp�.•�,C E Ng� �pat� JOINING DOOR FRAME TO SIDELITE. ' 7'F�TOP AND BOTTOM ��;•' Na 58201 t°� i*- �� It STATE OF FW was 6 V 411 LUCAS A.TURNER,P.E. SEALANT APPLIED TO #1044x 1-W4"TYPE F FL PE 0 582D1 ADJOIN6VQ FACES THRU HINGE INTO SIDEUTE AT EACH HINGE. 1�,1ABARA AVE.•• ••• • • • • • •SY INST IFR SEE SHEETS 1&3 FOR HINGE SPACING. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • •••• •• PH.841-380-1574 • •• • • • • • •• ••• •• • • • 000 SECTION VIEWS 9 ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN onre: SECTION VIEW D4J 141.11.18,x,28,43,87• • •• • • • Jr • • • 00: • ADE D9/08�11 wms r USs•EDo_IN VER9IOMSHoww • • Dyyp 3439:41,04448.a-52,54-M.5"l,63-71,74-76 CWS-641 Y e •• • ••• • • SHEET 12 7 OF12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LI PARTS T TTEFA PART# Q�TSPTION ARTERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENQOR 1 H 1834 FRAME,HEAD ALUM RK 51 P-5131 CASKET,DOOR BA C FOAM HO PRODUCTS 2 H 1 L INACTIVE, ALUM 62 P 5134 REW,#10 X 1314`FLAT TYPE F @ H GE FASTENALwNwwm 3 1858 GAL E,FC1,PYO ALUM EYMARK 53 P-5151 0A8KET,SIDEUE FOAM HD PROD 1960 SW 44TH AVE. 4 H 18W REN RCEMENT,VE . ALUM YMARK 54 X-5157 SC #1024 x 112',FI LMdsxmt PH,16.653 EEPER pq OCALA.FLORIDA 34474 5 1.1681 REINFORCEMENT HORIZ ALUM KEYMARK 55 P-5158 EAL BER TEAM WWW.CWS.CC 8 I1d 878 MAI ILL ALUM KE 56 P-6172 WSTP,.370 X.187,TRI FN,BLACK ULTRAFAB 7 H-1880 MAINFRAME,JAMB ALUM KEYMARK 57 174 SCREW#8 X3/4 HEXWAS FRAME FASTENAL 87W/1 0150 PVC B 1.1881 MAINFRAME, fDELITE®DOOR ALUM KEYMARK 58 P-5186 SCREW#8.32 X 1-114'PH,FL M ,SS @ PLUNGER SS FASTENAL 9 1-1900 MAI RAMS,SIDEITIE Q JAMB,HEAD,SILL KE —3F---P-?—wTHREr.R5LD,w RISE ALUM RK SMNG DOOR 10 P-3039 SETITING BLOCK 1!8X1 X2 FRRWC WE 60 S-1784 INSERT,REINFORCEMENT AL KEYMA IMPACT 11 '-- - 1IAKFLEX552 w PURFEC 'H' S HE • NKEL 81 51806 OUVER, ANCHOR AL KEYMARK 12 P WJRFW#BXI/rPl4TRLISSSSLOASTFKGALCAP FASTENAL 62 BASIS COVER,JAMBS,HEAASUJL,SIDEU7E ALUM KEYMARK 13 P3811 SCREW W x 518'50.PAN TEK @ TIEROD BRKT FASTENAL 83 9-1817 DRQ CAP m KEYMA 14 PSTREW#6X1°,PHFLATTEK0A—S-7 AGAL, ,L F TENAL 64 1890 COVER,HEAD,ANCHOR ALUM KEYMARK 15 P3787 5GREW,#16 X 1-HEX HEAD.TEK @ SDEUTENAL as I 5-1899 INSERT,INACTIVE PNL LOCK HARDWARE KEYMARK 16 Pd148 SCREW 314 PT1I FLAT BB TEK WELRE SHIU FASTE W 51859 ER,ASTRAGAL,FD ALUM KEYMARK Y w 17 P-4278 FUZZY PAD,"x 1.2W W/ADHESIVE UL AB 67 51884 INSERT,FRONT,BTM ATTACH SIL ALUM KEYMARK 18 -4572 910 x 1 114%PH FLAT,SMS•HINGE IN PAN L A TENAL 6$ 1865 N8EAT BA K,BTM ATTACH SILL ALUM KEYMARK y 19 P-4774 WSTP BULB/LEAFS,PANEL AMESBURY 89 1915 SWEEP ALUM RK 52 20 P-4-M FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 51916 DRB'CCIVER,SWEEP ALUM KEYMARK f+C e 21 P-4794 SCREW#93 x 508° .FLAT TEK @ INSERT ATTACH FASTENAL 71 S4= P /BTM RAIL,S WES-DOOA P M � � ••j 22 Pd862 ALL THREADED ROD ROD 8083 MCMASTER 72 5PANEL,TOPlBiM IDES-SIDELRE PVC ICRON m d 23 P-4807 IHME,OWE HOPP 73 W84 LAZM BEAD 17 PVC MICRON 24 R40*74®pg HIDE. ET HOPPE Rp H 1888 REINFORCEMENT,VERT. ALUM KEYMItRK pC 25 Pd814 .50X750 FOLDED BU SIDELTfE GLASS SEE SHE 4 iC�S 26 PdB83 LOCK STRIKE PLATE ADDOCK 1882 REINFO NT RT. A KEY RK27 P-4954 RHINOSIRKE PADDOCK -4887 MO E LOCK PADDOCK 28 P4866 GUIDE,TIE ROD NYLON —M&M m 29 -871 TIE ROD BRACKET SULLNAN 3 P-4035 SH=BOLT TOP PADDOCK 31 P-4668 PADDOCK BOLT,BOTTOMPADDOCK W. P-Ml =KBA 8 FT PADDOCK NgF 32 X-4884 BAR,MULIT PONT 5PT,B FT PADDOCK 'JS' No 58201 4 i s x 32 P-4901 KBAR Ml0 hP0 ,4PT 8.8 FT PADDOCK 32 P-M LOCKBAR,wAcTivE,8'8 FT PADDOCK ^p= 33 P-490 HANDLE 8ET,ACTIVE PADDOCK 'W%. STATE OF r.4V 34 -4905 HANDLE SET,NA 36 P-4913-4917 WSTP,.5W=FOLDED BUL13 A81RA OUTSIDE SEAL, DOOR NYLON— P HEL L r+r35 �y 014A'- 37 � r1'�i Int» 37 P-0918 WE,FLUSH BOLT, E PNL M&M �� 38 Pd922 COVER,IJTERIOR LT NYLONM&M 39 Pd925 CAP,ASTRAGAI,INSIDE NYLON M&M HEAD SILL 4flemis 40 7928 SHNd,SIDELITE,DOOR SHIPPING BL M& LUCAS A.TURNER,P.E 41 P-4927 GUIDE FLUSH BOLT M&M ALL FRAMES ARE MECHANICALLY FASTENED FLPE#88201 42 P SCAEW,#10 X 1-114 HEX HEAD TEK @ S1pEL I TE ATTACH F 1239 JABARA AVE 43 Pd939 39r-16 FLANGED 0 SERRATED LIP,SS, PANEL • ••• i ••• NORTH PORT.FL 34219 44 84834 SCREW,#12.24 X M2',PH FLAT,MS,fP HINGE • FA IN101iL• • • • • • PH.941-380-1574 45 Pd936 DOOR KNOB,ACTIVE PANEL - • • ••• • 46 P4937 DEADSOLT,ACTIVE •• •UELAM1ff ••• i i ••• 47 P-49B9 SCREW,010 X2'FEW.ATTACH. FASTENAL BOM 48 P4997 STRIKE, T PADDOCK 49 6127 SCREW,#12 2-,PH PAN,SMSANCHOR Fq TE: 50 P-513D GASKET,DOOR FRONT P ••• ••• ••• ADE (9/08111 • • • • • • a• s • a _ ALTERNATE APPROVED LOCKSETS: •• • • • • • • • • • • PAMEX GRADE 2 LOCKSET AND DEADBOLT ••• i• i•• ••• ••• ••• CWS 841 9 SHEET 1:1 8 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �49ne� 19/d 2P�; 2 mTIf112 1 I ►svtl lt/gS1tST@IS/1lt/ 1711(r 1 13/i8' I ASW 44TH AVE, 1neC".CC 34474 1!1 e THRESHOLD-1783 HEAD COVER-1848 DOOR HEAD-1833 4 5/18° SMH(U50 PVC 51/2' fig. SWINIO WOR a9na Ina ��zt/a•--{ l 1wIMPACT 1 3A- 5118• 11/18• a REINFORCE1a1ENT-7857 Ina FILLER 1784 a 1ne FRAME COVER-1808 6Ja Y W DOORSILL-1879 FVC DOOR PANEL 8083 25A•� �2318'� m 1 3 SIDELR1n8• IC tr Z � a949116" y t 34 E COVER-1818PVC GLAZING BEAD-80&77 5 4Dn tne" iJta rt t/8° � �j L:E DOORJAMB-188D Wm d theHTT p>tau+rrq 49na� REINFORCEMENT 16131 REINFORCEMENT-1858 VierDRIP CAP 1817 �4�.N13RE .TL�,'�i r BASE SWEEP•1915 ?y J�• 858201••i'�y'Aits, 8 ❑ f ! 3/a^ -rot 2 11 18ne� S9�S BTATE OF Ina +� 215na 4 13ne tine" 1118" 1ne a lane r vIe l_- _ 'r+s$�mMA„��,•. SIDEUTE-1881 I[]1LF4 1ne INSERT,BACK•11s5 DRIP COVER-7818 rZ7- L LUCAS A.TURNER,P.E. 417n8•--y REINFORCEMEN71888 REINFORC MENT-78ffi FL PE#58201 •• ••• • • • • • •• 1239 JABARA AVE, • • • • • • • • • NORTH PORT,FL 34288 8 r •i ••i i i ••i •� 9na PH.941-380-1574 21ne � • • • • • 1314-•-{ ro •• • • •• I 11n� t/1e I tH8° EXTRUSIONS 2• 1118 1 1A' IA• INSERT,FRONT-1884 DRAanl BY: GATE: SIDElITE-7880 • •• • • •• ADE 09/08/11 •o i • •• .INj%IAI�VE -1849 ASTAAOALCOVER-18m•00 • • • • • • • OWS-S41 B NOTE:ALL EXTRUSIONS ARE 8083-TS ALUMINUM 12 SHEET 9 OF 12 • • • • • • • • • • • •• •• • a • ••• •• ••• • • • ••• • ANCHOR @ MIDSPAN(TYP.) (TVP) WN00WMIromis 4-(TYP_) 1900 SW 44TH AVE. 6'MAX(TYP.)—�{ ANCHOR®MIDSPAN ) WWW. FLORIDA 34474 tll .CWS.CC 6"MAX(T`fP.) S MAX(TVP.)--«I 4'(TVP.) 2•(fYP.)'WOQDiMETAL B MAX(TYP.)—i 4'(n'P r-2'(TYP.)'1MOODlhAETaL SEE NOTE 2 SEE NOTE 2 WONG DOOR IMPACT 17° MAX O.C. 1r MAx mP> CIT" o a(TY� ANCHOR .) MTALLAONO p O X O ANCHOR Lu v, IL .2 x 89JEUTED 91DELITE Swaim DOOR DOOR SIDELRE RE ANCHOR LAYOUT-01ANGE1 ,"uu�55 ANC-u_�LAYOUT-tFLaa4EI O ma � 'CIRCLID ANCHOR LOCATIONS RE rD ONLYIN WOOD AND i✓fETALUOTALLAT10N5.DO NOT MTALL THESE ANCHORS WO MAGONRY. �0pp�•�N10_REfy •rj :�C .�C polBF�!.p��ig r�t N. 58201 t�p NOTES: #t M t S-p• OF ST 1.INSTALL ONE ANCHOR AT EACH W STALLATItNV LOCATION,SILL ANCHOR SPACING SAME AS HEAD. ATE�g FS��yATE 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4.USE SHIMS WHERE SPACE GREATER THAN 1/1 W IS PRESENT.LOAD BEARING SHIMS hNOtii.t SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. X Z 8!2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION. FL PE 9 58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFAcv REIvSpINSTi1LL19TlgRI"UCngWAND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 342BB MINIMUM SPECIFIED IN TABLE 1,SHEET 11. • • • • • • •• • • • • • PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR • • • • ••• • INSTALLATIONS TO SOLID CONCRETE OR GROUT--FILLED CMU MAY INCLUDE�DO i14TiREtI}1�IgE lM"SWWft I•BEETTVdEMBEDMENT �PRODS ANNDBE BEYONDSUUBBSAW SOD BUCKS,IF USED,INTO SUBSTRATE, ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES 7.A MINIMUM CENTER-TCACENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4'FOR MASONRY,23/16'FOR HINGES(ALL SUBSTRATES),i•FOR WOOD AND METAL DM • • •• • ADE 09!08/11 &WOOD OR MASONRY OPEIVVQVGS,BUCKS AND BUCK FASTENERS SHALL BE PRt 4RL9 bf•SIGNED BY•THN A*RCIiITE(!1 OR Elet31 ER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, ppyd r. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SH�WKIN TAaLE1,SHEETM 1.CCRcF_ _Rk�l M R1/SUBSTRATES MAY NOT BE CRACKED. - 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF WSNALLARON 00 0 �E IS t By O ft4 • CWS{i41 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 2WTLANGE WINDOWS), FMANV&&2BOAX WI FMA/AAMA �DMMAA 300(EXTEWRIOR DOOFIS) NT VEF�1ON OFTHE FIEFEFI£NCE DOCdJMENTS: SHEET 1:8 10 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR 114'MAX.SHIM SEE TABLE 1 MR EMBEDMENT WINDOW STBTEMS SEE TABLE 1 19M SW 44TH AVE. CONTINOU),R DBL 1/4'BEADS OF SEALANT SEEETASUBSTBBLE BY OTHERS AROUND POWIETER,AT ALL INDICATED 7--;POINTS BETWEEN FRAME AND SUBSTRATE WWW. FLORIDA34474 MIN.EMBEDMENT W W W,CWS,('+C. SEE TABLE 1 BY TALLER 'flIN E DIST. E 1 87M 0/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 114-MAX.SHIM SEE TABLE 1 IMPACT BYINSTALLER J' INSIDE AND OUT INTERIOR � 3 CONTINOUS DBL 114'BEADS OF SEALANT INSTALLATION ANC310R HINGE ANCHOR G POINTS PERIMETER AT ALL DSUB INDICATED SEE TABLE 1 SEE TABLE 1 POINTS BETWEEN FRAME AND SUBSTRATE I� BY INSTALLER DGE DIST, 43 O o y PERIMETER SEALANT BY INSTALLER PERIMETER SEALANT INSIDE AND OUT HINGE MIN.EMBEDMENT RYINSTALLER INSIDE AND OUT SEES TABLE 11 OTHERS SEE TABLE 1 B HORRONTALSE ON 11 TYPICAL JAMB l HINGE ANCHORA(,E � � q MIN.EMBEDMENT m ¢O SUBSTRATE BY OTHERS SEE TABLE 1 Z SEE TABLE 1 ON SNs- . MIN.EDGE DIST. 21am Ir N• 58211 it A VERTICAL SECTION SEE TABLE 1 ANCHORS THRU 14WGE(IYP.) g p= t S 11 TYPICAL SILL 79f 31STATE OF EIILI kt� TABLE 1:APPROVED INSTALLATION FAST813 �'��l�g.�p O 1'p��,q�• SOBSTRA E DIST. �,hh4►Q11NMa>I •,,� (285 KSI MIN.) 114'ELOO ULIRACON 1-3J4" 2112' 21 SMEr MAX y y 1/4'ELCO IA X7- 2X MIN.BOUT1iERN PUDE(G.O.W 1/4'ELCO ULTRACON 1 718' SEE NO E 15 2X MR SOUTHERN PINE(Gm0.6ffl 912 WOOD SCREW 1.918' 718' LUCAS A.TURNER,P.E. 16 eAUGE(0.090 MIN. 91214 HILTI KW IX-FLEX OR RW FULL THREAD FL PE#88201 STEEL STUD(33 KBI YELD MIN) TEKS SELF DRILLING SCREW1 1239 JABARA AVE, • • • • •• NOTE: NORTH PORT, 74288 118'ALUM.(80Si-T5 MAL)CEi 912 GRAS 6 SELF-TAPPNO i• FULLT75Rtn��D• • HINGE SPACINGS ARE: PH.941-380-1574 574 1A1'STEEL(33 KSI MIN.) DRIUJNG SCREW • �14 • • •10 • • 8-12' FROM ENDS • • ••• SHEET D HINGE ANCHORS 8410 CONCRETE(2.85 KSI Mk) 3/18°ELCO ULTRACON • _ 4°• • •• 21-5118'MAX O.C.FOR UP TO 81°llNTf HEIGHT. HINGE-ANCHORS KM 0 FELLOW OR FILLED Or MAX.O.C.FOR OVER 81"UNIT HEIGHT. INSTALLATION DETAILS CMU ASTM C-M) 3118°ELCO UL7RACON 1-]J4' 2.1/2° DOOR HINM A 2XMK 5095EW DpAE PIS(Q0. 910 WOOD SCREW 13/8 • • 719' • • ADE 89/08/11 HINGE ANC 16 UGE(O.MV)MIN. 018 TIKWIK IssSAD • • STEEL STUD(339 KSI YELD M TEKS SELF-DRLLM SCRL•J4I• �p • • nMd' •• • • 1W STEEL KSI MIN 90 5 B PS THREAD 1!2• • 11V CWS-S41 ANC ALUM. 8& V)OR HINGE LAYOUT DRILLNG SCREW •• 11HRU M12t 1 B SHEET 1:2 11 OF 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE ttVTi3itOR IW MAX SHIM MIN.EDGE DIST. MIN.EMBEDMENTTSYS1�tt SEE TABLE 1,BHT 11 CONITINSEE TABLE 1,SHT 11 ISM SW 44TH AVE. AROUND PIE DBL 1J4°BEADS OF SEALANT OCALA,FLORIDA 34474 AROUND PERBAETER AT ALL INDICATED WVVW.CWS.CC SUB T IF 1 SOT 1 ERS BY POINTS INSTBETWEEN FRAME AND SUBSTRATE SEEMIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 ff7mlow pvc INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 1W MAX SHIM SEE TABLE 1,BHT 11 IMPACT BYINSTALLER INSIDE AND CUT INTERIOR 5 CONTBJOU9 DBL 1J4 BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR Y w .. POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,BHT 11 GI BY INSTALLER. rn PERIMETER SEALANT BY INSTALLER z W PERIMETER SEALANT INSIDE AND OUT w ¢ BY INSTALLER SUBSTRATE BYOTHERS c _ INSIDE AND OUT SEE TABLE 1'7ni I I ,SHT 11 rD HORIZONTAL SECTION ¢ MIN.EMBEDMENT 12 TYPICAL JAMB J HIDE ANCHORAGE O S SUBSTRATE BY OTHERS EE TABLE 1,BHT 11 SEE TAME 1,SHT 11 REWt+,+ MIN.EDGE DIST. SEE TABLE 1,BHT 11 rC1 VERTICAL SECTION aJ N• SBIIOK 12 TYPICAL SRL ANCHORAGE �'nl STATE OF 2 R to 181420 LUCAS A.TURNER,P.E. FL PE 8 58201 f• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 3423B • • • • • • • PH-941-M-1574 •• •• ••• •• • • • •• INSTALLATION DETAILS SIDELITE DRAM BY: • ••• • • •• • ADE 09!08/11 •• • • • • • • • • • • CWS-641 B 12 SHEET 12 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MIAMPDADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 ; NOTICE OF ACCEPTANCE (NOA) www.miRmidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami---Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.MJL APPROVAL DOCUMENT: Drawing No. 630038, titled "Impact—Resistant Aluminum Tube.Millionslup.... sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/41,: with: r.Mlion B to dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the MtMt Made Cotihty Produar•••• Control Revision stamp with the Notice of Acceptance number and expiratio$'d MY'by the Miami-Da&...: County Product Control Section. . . .... .... ..... LABELING: Each unit shall bear a permanent label with the manufaeturees.aamne.or logo,.city, state:..' model/series, and following statement; "Miami-Dade County Product Control App;mwN ", unless otherwise,•••• noted herein. :00:9: . • RENEWAL of this NOA shall be considered after a renewal application has been filpd and jhmedes bee0. no change in the applicable building code negatively affecting the performance of'tbis•prpduet. ;•••• TERMINATION of this NOA will occur after the expiration date or if there has been a revision orchange 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#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 MIAMI-DADE COUNTY Expiration Date: May 26,2021 �Ljyzgnvly4/M j� Approval Date:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.OS) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D.Brinson,P.E. 6606 (Submitted under NOA No. 10-0819.05) . . 6666 6666.. C. CALCULATIONS 0••••• 6 0 1. Anchor verification calculations and structural analysis, co•dying with,SBC-2&0.0 and with FBC 5th Edition (2014), prepared by manufactures p dafed 011/2945, signed•6 and sealed by Anthony Lynn Miller,P.E. ••;••; •••0 *Goes .. .. .. 0000.0 D. QUALITY ASSURANCE 0 6 6 6 • . . . . 000000 1. Miami-Dade Department of Regulatory and Economic Resources.4RERx* 6 . 6666.. 00 .' 6666 6 6 E. MATERIAL CERTIFICATIONS 1. None. Manue P.E. Product ContoI aminer NOA N . 6-10218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5i1 Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. 0000 • • • • ••9• 6••e•• 0000•• 0000 000000 • 869.60 9 6• 6 69.6• •6•• •666 • • • 6 • 6 0699 69.9 •666• 0669.6 060 • 60666 •• •6 60 •9••69 • ••609• • 9 • • • 6 • • • • •0666• ••689• • • 6 • • • • • 600••• 00 Ma'"I ,P.E. du Proct Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 Eiji SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES---------------1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS tNKTRUCTlONB.._._._.____._. .1 N8 0 ELEVATION.4_._._._._.__...__..1 n FIGURE 1: MULL TO 2X WOOD MULLIONS z MULTIPLE OPENwo wmTL1 FORVF.RnDAL MLLL� ARCHES TO HE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MIUWONS MULL tx&MASONRY_._ 2 Y MULLIONS / — INSCRIBEDINSIDE HAVE BEEN TESTED AS'FREE-FLOATING,AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CIPS,BUT SHALL INSTALLATION NOTES._._.___..2 IL' SEE DETAILS RPCTANOILAR NOT HAVE A GAP OF MORE THAN 1/4•FROM THE CUP. MULL TO MASONRY-_—.__._-.3 A•DA0.H: SHAPE MULL TO STEEL.SND__.___.._..3 N SHEETS 2-3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED MULL TO MILL_...__...._.........._.3 $ Ib DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 1/180.THE IPA STRESS INCREASE WAS NOT USED ANCHOR SPECS_...._.__._.__.__3 Z � IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNA7ATE CUPS_.�_.____a F BAY MULL INSTALLATION..__.__4 0 IL /, \ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESEt X 2 X.125 MW.SPECS____._6 _ INSTRUCTIONS. X&76X.378 MULL ___7 IY (n SEE DETAILS I III 1Ai 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 x 3.128 x.500 MOLLSIi PECB__....e m O g ATHRU O: AB DE 0. ANCHORAGE FOR THE COMMON MULLION.SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 x 4 x STS MULL ePEC3_....__..18 Q t� KHEET82.3 1 --- 1 X 4 X MS TUBEALSPMULL PECS._11 ��5: ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN t X 4 X.s7c'T•MULL SPECS.-.--tt � ` i I iii PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 1.26X 3.158 X 255 MULL SPECS._12 1.25X 325 X.100 MULL SPECS__13 Z 'J� AatL� EIG 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND LIP TO THE NEXT SIZE SHOWN ON THE TABLE(S). i:a X 3.84 x.6241 ILA s ._.14 j � (�yj LEN" HOP ULLLTa 7)ANCHOR EMBEDMENT TO BASE MATERIAL SWILL BE BEYOND WALL DRESSING OR STUCCO.WOOD SUCKS BY OTHERS.MUST —^• 2 SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 8 x.25 MULL SPECK___._._1 �F {yyW� AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT y F- Q a 30°X3.25 KAY MU l a REACTIONS. 46'X 325 BAY MULLSPECS___20 O Z .� C MULLION&CUP DIMENSIONS__21.23 F- Z0 � FENESTRATION 8)REFERENCE:TEST REPORTS.Fri-8443;ELCO ULTRACOWAGGRE43ATOR NOAH EXAMPLES 1&2............_.__.__..24 KA PRODUCTS ANY LOADING EXAMPLES..__.__._.._.25 m BE OF ANY B �• 8)MULLIONS AND CIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MILLIONS ARE ONLY TO BE USED WITH 3 F Z cc MANUFACTURED PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q aBY POT. . -Al 10)MULLIONS ARE IN CONFLUENCE FOR USE IN THE HVHZ g �r tY I /�p 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED HORIZONTAL IS UNLIMITED PRONGED THAT THE SPAN AND OPENINGS . Fh--- rr MULL SHEETS 23 WIDTHMOG14T OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULLOONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT O.BSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. oPENwo W DTH MULL LENGTH---i 2)CHOOSE A MULLION TYPE THAT W81 FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. -1 LEN MULL f� � � 3)REFER TO SHEET 28 TO DETERMINE IF THE WIND LOADING IS-RECTANGUUAW OR•TRIANGULARRRAPEZOIDAL'. IT_K OPENING d _- 4)FIND THE CHOSEN MULLIONS MUWON CAPACITY O.BS/FT'1 FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING "n ce��ptwIft HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE DPL MULL FIt 2 VERT. MULLION CAPACITY(LBStF M OBTAINED WALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LB IM FOR THE OPENING OBTAINED IN BA p®ED S• HEcIcHr LENGTH y MULL y d MULL STEP t).LENGTH L � 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS)THIS VALUE B J_ REPgqMEN &*W VMKOAD•TRANBFEWM"THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. SINGLE MULLION S(NGLEMUWON �FORVER�cAL OPENING TM NHGRQR/SU •CHO •RAPVC eAPj0R•11• 'CtERN1�A&4YAPP I&lmlk ON THE SELECT ANANCHORSHEET AND USING�IPPATTERNANDVERIFYTHATTHER ACTUAL SUBSTRATE CONDITION(REWIREDANCHOR \�MULTIPLE . Or1�.LYNNM�� FORVERnCAL MULL GI�!)`CdI`TY'aL9 T• •• s • • •• ` @�1.: •\,\CENSB''•.'P�: SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACTIY(LBS/M OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSfr FOR THE : No.58705 FROM FIGURE 1 ABOVE OPENING,YOU MAY USE THE"ANCHOR CAPACTFY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS yA11NL,,UFI$WER ANCHOR GAE'ARCTY OPTiQN MAYS E SELECTED FOR THE SAME SUBSTRATE :.0 ,� WTE , (Y` 41 STANDARDS USED: 8):ERIFY THE DESIG+4SL&E RATIa1Q(LBS&-"jOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :� '•. 4/ •2014 FLORIDA BUILDINGCODE(FB%6TH EDITION eALPAC1TTiT(LBSQBTANED BOROKWUW-1061 SWTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION T p,.•'\�� •ANSUAF&PA NM2012 FOR WOOD CONSTRUCTION 01 ASSEM{FT'1 BILY. • • • • • • (: •. OR1U,. •ALUMINUM DESIGN MANUAL,ADM-2010 •2)HIGHOWT OPTION QSED AND TABLE VALUES LASED IN A SPECIFIC APPLICATION WHEN USING THIS NCA TO APPLY FOR A PERMIT. a��IJ••..\_��. •AISI-S100-07IS2-2010 N VF FL P. . 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL B: MULLION cl MULLION TO 2X WOOD BUCK aBILLON MULLION ATTACHED TO 1X BUCKSTW I o� OR WOOD FRAMING WOOD BUCK AND MASONRYrer Ani sEESEErABIfs1B1BB a (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ; 10 a 8HEET 1. 8 m MULLION I WN27%W IB-1 I 86E 811EET8 ,° .. j°I I .• EDGE S 214:1 FCR HOLE d 1 I CONCRETE OR CMU' � DgTANCE. W I 11 - I SEE SEETAell:B Z STA AARD OR ° I LOCATIONS I EDGE DISTANCE 1Hs•18B IC N OFFSET MULL ° a EDGE ® m ° 1 e FOR MASONRY CLIPMAYBE II DISTANCE e. I I o FORMAS m Q I // TIHIsTHOBn ° I SCREWS Leo MAxFaR °°d 1 1 1 SIDE VIEW 7� z ft� a ALL MULLIONS d° O EITHIRTHe d ° STANDARD .� ° 4o ' OFF8ET NULL Z ° CLIP BE S` e d 4 ° a EXTERIOR ? IA Z v d EDGE < d. 4 a DISTANCE4 •�. 4 d FOR ° ° m 0 N v n ° ° MASONRY o ° Tf¢OFFSET CUT IS ANCHORS p REfA1DA:NDW FOR 4 EXTERIOR N e d FIN•FRAMED °.4 ALSO BEUSED STYPE trf�1 O7ItH1FT1AME7YPE3. Q. TYP.ANCIIOR TYP.ANCHOR PER SUBSTRATE, 6f 6 TYP.ANCHOR PER CRATE• SEE TABLES 1&188 PFR SUB8TRA7r. SEETABLES 1&188 SEETABLEBID-183 {.....�.EED ND D' BUCIasTR AND _ SEETABLES .. ATTACHMENT 18-188 T _ BY OTHERS, EMBED)FNf AM P EMBEDI� NT SEE NOTE I, ATTACHMEM �1' .1 11YOTHER3. 1 - SEENOTEI, SST 1• M•12.7 KSI CONCRETE OR CMU SFRONT VIEW IDE VIEW PROD(ICTREVIS® ¢s cSuildirlS skim me Flub FRONT VIEW Ie � o�� INSTALLATION NOTES: BY Mtunl 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.*• •• ••• ••• 11 I QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESEN�TaTON * •• • ••• •♦ ��( ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DIST SETHE♦ ♦ • • • • ♦ • �,�t� •�;CgNgF•.,F,p CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABIEJON TYF•• •• • • • •• FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. N..58705 —_ 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HE)(HgAD OR FLATHEAD. • ••• • • •• • r91 " N CU 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. • • • • • • • • • S1f: F� y` • • • • • • •• • • •.• 5)FOR MASONRY APPLICATIONS IN MIAMI-OADE COUNTY.USE ONLY MIAMI-DADE COUNTY A*ROVQD • • • • • • • • • FS•.,COR10,.•'C,G ELCO ULTRAC ON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. • •• • • • • • • • A.LII(WI IILLEkt .E. FL P.E.#68705 • •• •• • • • •• •• ••• • • • ••• • • DETAIL E: - .12V MDL MULLION TO MULLION 71� DETAIL C: INTERSECTION NOTES: ^� MULLION DIRECTLY ATTACHED TO M LLON (U-CLIP) 1)MAY BE INSTALLED IN"TEE'OR'CROSS" li MASONRYSTRUCTURE INTERSECTIONS. � o (STANDARD CUP SHOWN) Vfid me Y 2)MAYBE INSTALLED HORI20NTALlY (BROWN)OR VERTICALLY. N I ERSUBSTRAR 3)SEE U-CUPDRAWINGS,SHEETS 21-23 $k}m F LE E SEE TABLES 1&130 FOR CORRESPONDING MULLION. l ULL I ITOP VIEW MUWON ZO BE I I EDGE DISTANCE ODFOR MASONRY VAROD- I I I ° ANCHORS l J = IN28TEEL SCREWS. �. U3 I a - SUF-DRUIMORPRE-0R6L MULLRIN AND USE SMS LU m p 0 !! z J -MULLION EXTERIOR 4. g c g O g 4 THE OFFSET C1�� EDGE DbTANDE REWMN�EO FDR MASONRYFN•FRAMED BiTERSECTNA•1 Ar WDmowa,BUTMAr ucuP Z AL80 BE USED OTHER FRAME TYPES. EXTERIOR Q o TYP.ANCHOR -•° � O z o BEETABLE818., HOLE OLE LOa < TYP.ANCHOR SEE 8HLO211-23CATT IOFOR N O PER SUBSTRATE, NS 1t� ASA sEErA�Es1E138 FRONT VIEW ENT �ENT� uYi vYi SYCI ERS, 1B•13B Q ? Q O O . .. SEE NOTE 1. • sEET1. eoaE o q� DISTANCE SIDE VIEW MN 2.7 NSI CONCRETEOR CMU MIN 2.7 KSI CONCRETE OR CMU /B-138 FRONT VIEW SIDE VIEW DETAIL D MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) aT1TucT1mE - INSTALLATION NOTES TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. p PER SUSSITw`TE• SEE TABLES 18438 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL.REPRESENTATION A. SEE SHEETS ® PRODUCT REM® ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 2123 FOR as diniftsp Ca withwithF1b�° CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOS pc lllNo*-db •43 FOLLOWING SHEETS.FOR DETAILS A D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �_` TIONS Eupimt Date 404 MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. BY A)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. •• ••• • • • • • •• • • • • • • • • 5)FOR MASONRY APPLICATIONS M MIAMI COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED • •• • • • DSTANCE \��{LYNN�q�� ELCOULTfiAC,ONORELC01/4'S.S.AGGI�GJITORMASONRYANCHORS. • •• • • • • ••• • FOR STEEL STUDS TMNERTHAN &; La ,��•'•��NSE''•F�f' • • • mil 1 • • 16 oAAND COMPLIANT WITH THE FL SUILONO : V •• ••• • • •• CODE.A2XWOODBAC@RMUSTUSED- Q: •'•.it ATTACHMENTOYOTHERS. -i< ND•56-/a . EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW ry L NOTES: L �/ LU= • ••• • •• •• •• DS. • • • • • • • 1)FOR 2X WOOD-BACKED STEEL STUWOOD • • • • • • •• • • ANCHOR VALUES MAY BE USED. •• • s•• • • • 2)SEE CORRESPONDING MULLION TABLES. SHEETS 5-20,FOR QUANTITY OF SCREWS, I P.E. FL P.E.#63705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: DETAIL G: DETAIL H: • FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) a Y SEE DETAILSA-E. SW OR 45' h SHEET82AND 8FORNSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. m AAlLL10N o ry 0 p vL w o O O O O O O O : 01 O O TOP VIEW g 0:1 N ui m V O SHOWNN1DE WTHPEW.Las. TOP VIEW I I i R m MULLION I I I I I I I I T-22 TYP.ANCHOREXTERIOR I I I TT ISSORI8 z b I I 1 2TYP.ANCHCR s@p STANDARD MULLION CUP I I SUBSTRATE. I I EXTERIOR O MODIFIED TO FR FIELD I WETAMMIS•146 46 �- CONDITIONS I `+� I rXrANOLE CLIP. Z Q 01 p I I 1 I I 2 PER MULLION END.MUST BE p I I I I INSTALLED WIDE OF SAYMU.L. t— F CD a 1 g O� MULLION I � I I II I I I II rXWX.128- F, N N PER uuiON END, -- Q O rO^{ I I ® I MUST BE INSTALLED � cb - I I �TYP.M1plOR PER SUBSTRATE, SEE TABLES 15148 WTO WOOD, STEEL.ALUM INTOWOOD,STEEL, STANDARDCUPTOSE EXTERIOR ORMABOI•RY EXTERIOR ALUM,CMUORMASONRY MCOIPMON,PIELD. EXTERIOR TA$C ' �. TIRCOUCT IL VISso F pglPSy f mcomIdyfngwudBmFlaft E7T 13,010 3 cava ® I ® �� O Acmplanco No��eZ18.p3) I Euplmllao Dale /�6'+Fff�a 1E ® ® NE MBI R ga-C EOOE �`� LYNNDISTANCE - F NOTES FOR INSTALLATION OPTION G&H:PER ANCHORNOTES FOR WSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. �� R': '•.X s 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ND,5H705 _ 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.1V X.126'MULLION. LOCATIONS. ry 2)SEE TABLES IB-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. •• • • ••• ••• •••3)DETAIL ft SEE TABLES 168 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �-0••, IFLORNVP`* g �6• Qt:-, �•LATIONSE 3}THE 2X6 CLIP t3 NOT SUITABLE FOR TH13 APPLICATION. • � '. C7 •• • ••• • • • 'S'........ aril l'458705.� FL 58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE IA � Mumm C Table03116 OpenhlgNAd91(Tmtle18t21ay4iparritgmtAOm)orOpenioaHaightoft 113ilzor99@ySpatrdrMI9 90119) yyt 5010 BOIn 70N 8001 in 100N I"In 1401n 18DN 17 O g n Tlwrft9- tom• 1"r". Reet-wm t)ep tden9 Reate mnUr Tlapr". Rest•mda Trcpl74em Reo1®Ieder AepfMmm- PoOt•Ig14er Remlel@1v VeWtXe� ReatIN" 7 '"Ino pb 1 x2x.125 I.aan9 Laft L"afto Loft Lomam loa•o9 tem Lamm Immm uses Lad14) Leaft LaSn9 Laft ioadre Lamm Loamm SY d to 11 11 C4 !, 11 1 I it Q 42N t11J 408 129.8 332 033 408 U5.6 325 794 408 1078 321 89.9 /OB 101.4 319 82.1 400 101.0 S19 80.9 408 101.0 319 48.8 4Q6 104.0 319 59.0 408 1048 310 38.0 408 104-0319 � W 4910 T4A 312 83B 288 824 312 TJ.4 242 60.6 312 87.0 248 b8 312 831 248 41.6 312 61.3 244 37.5 312 81.0 244 31.2 312 81.0 244 29.9 312 81.0 244 29.4 319 81.0 244 60Af�N 831 281 708 231 6S1 281 81.6 228 48.8 281 86.7 2Z/ 38.0 281 82.1 222 388 284 60.1 730 31.9 281 49.3 219 288 281 49.5 219 228 281 49.5 210 20.0 281 /9.3 219 m o Q 04N 629 247 878 207 43.0 217 40.8 202 37.8 2N M8 109 37.8 24T /18 198 203 247 39A 184 28.3 247 38A 193 MR 2A 88.1 193 10.8 247 38.1 M109 18.4 247 30.1 193 m N J 60N 90./ 20D H3 170 920 200 30./ 186 2T.4 200 MA 183 24.0 20D 28.9 180 21.3 200 27.1 168 10.2 200 23.9 157 16.0 200 288 168 87 in $0.t 101 36.3 188 27.8 181 30.3 152 23.7 181 2" 1/8 20.7 181 248 148 10./ 181 22.9 IK 19.9 181 21.7 H9 �• Z 88N 288 188 308 i42 24.0 166 20.1 132 208 186 23.1 136 t88 186 2fA t34 T2N 79.2 1S9 20.3 120 18.6 iS9 191 118 16.0 139 17.6 118 N 78N 181 128 19.7 109 16.7 128 10.0 107 'J Q�Q11 T8 N 178 119 183 104 L O TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: NOOotlO a AtrohorCe 9 TabicCal ANCHORCAP•��1 812•Im 2Taommde 3.83 cm. Pamcmu FiM8CMU PT om Maid (DP,,,)X(MULLiON KAP.,,,,,,,,/`ANCHOR CAP.,, W � Anc"W 3tt9'Eleo WNSOn tK•FJ00IR1eoon 9wifto 3118'Eko Un9oatl iK•f90019heW11 11P 6/18'Eloo ifN 88 Elco fiDB98tl fl2aled H28ted (L' N y N An9horC6pPadems WElu1 Agam(3� Sam•((M emaw(GSI eoM•(05) USE CAPACITY QUIRED'CORR NTHE"ANCHOR � 3 CAPACITY REQUBTED'CORRESPONDING TO AN Edp astame 6nk M1' 2•t!2' t• 2.172' 9•IB' t• 2-Y2" t• 2-UrZMA 3.1f6' r 0.43' 084• too$ ACTUAL PRESSURE REQUIREMENT FOR THE Q s- N Q Ela4edMad iV11- 1.9H' t.3tP 1-W r 1.114' 1410 1.1K' 1-IK• MW1.1K• r 1378' tai6• te"B8 OPENING.WHEN IT IS LOWER THAN THE MULLION d 2Anet•m®4.75 b90.o.G.f80end•dwo2edt2ip >k 99Db 390 Re 46065 M 181495 Tf005 280 pe 361M T40Wthe 9488• 9NNs /421ha 680 4 Ano15n®1.75 Mh O.Gf8lalq•d(arObei ttlp lFb. 4900• 700 rob MULLION WA WA WA WA 380 me WA WAWA WA 662•s 986 me tt2oW CAPACITY(FROM THE TABLE).IT WILL YIELD A MINIM MA SELECTED dr�de /Ammm®3 MA O.C.112)2t6MpbCapeilPg3k T80•a 780®s 88065 1080@4 1898•e 6Ml 68r WA TSees88095 18B2on XMIM.2 886M. -ft CAPACITY WHICH MAY BE USED TO QUALIFY 2 KOii 0 045 SOo.QQ/Uap.Nto.t28•Ab3 ffb•4k WA WA WA WA WA WA WA WA WAWA WAW _ OR t Am1.7I F49p ff1a.8k 19695 jog 2M ms 446 roe 872 ms 13665 u0 O5 to 05 579•s392 ma 47390221ANCHOR TIO AL ANCH TABLE. PT70NS FROM THE 2Annhom If MN.RGJ F-cup O-kL 24005 36063 WA WA WA WA 19Db wA WAWA 1811 44 NOTE:FOR THEOFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CAP. FIGURE 1; F URE 2: TABLE NOTES: PRODUCT RI?V13® t SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. as eomp$d°6 wM ftFbmm SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Bowing No 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$ANDIOR OPENING WIDTHS 15 ALLOWABLE Dme FIGURE 3 3)MULLIONAND MULLION CIPS SHOWN ARE NOT O SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. M)moi • • • HOLES TO"DWW RDftTHSFIELFAFOLIpW®)GDIVWSIONALRESTRICTIONSSHOWNONSHEETS21.23. 2.OIe0• FIGURE:$HOWSUME91•E•D•1APPR016MATEVOI.5LOCAT10N3. + .126' ��` NN M!( f�� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTI&��LEE3DD��CKKaG CR(��(��EE11 CNT�IGF� TOIAEI 3013PECFlCATIONS.HOLLOW AND GROUT-FILLED L ��1n�•`�GENSE•`��±�� FIGURE 4: FIGURE 6: FIGURE B: YELLOW�SOUTHERN INEWAN�OF0.6ALUMWUM3HALLWB�E6083•T6ANOBE NIMIJM OF 12S : T THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 11 X r X.126•MULLION _7:; NG.587()5 • LEAST.126"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE t*TERl jlls l0&912 ANJHOR31NTO WOO�M•AY BE srEEL,IBA S.S.OR 410 S.S. - a. 011 ', w • • • • • • •• • • Ci ... • (a•, a L'YWni�t�1,.BR.A.E. FL P.E. 6$705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A Mu81on Copaoft Table openingytidth(farvwdc8y-apgmW mftm)orOpanlngHslght(brhod mtft-) C!-,e 801" BON TON 1 In IOONI IODN IN in 1401" ISO w p Reetmpum TmvfduB. Red-illaw Toor"m Reotan0ular TtaplTOa•• Redavubar TMffd i0. Reetaaular TMPFTIIM Radar TmpTdoM RostagWoJ T00711 q. Reowww TmPmwm Red oft Tmpl bw 12161 1 x 2 x X5 usms taAa9 Loadn9 LoOdt• t omre Ladt• Lwft Leaft tne80• Usft Lad• LON" Laft Ladt9 Loaft Lady Lo86U• Laft >! Mumma 1 g � fill, fill, h 1 fill, h 1, 1 11fill, I h� N II Iz mem 421" 170.0 920 wao 436 181.3 882 170.0 478 129.7 6W 170.0 we 113.6 861 190.6 a18 10x9 BW 18&8 817 90.8 am 1889 817 787 662 198.9 51T 81.8 062 1699 617 98,7 692 188.8 617 491. 121.8 607 1380 418 101A 807 118.2 410 88.9 607 108.7 403 780 W? 1029 399 87.8 607 99.0. 397 80.6 607 Bac 388 60.7 807 99.0 306 43.4 807 119.0 398 380 807 89.0 396 W.6261n 103.7 dW 114A 3r8 80.4 466 99.8 O71 741 488 Bab 394 8LB JIM 8*6 Me 67.9 486 81.3 W7 818 488 80.0 388 432 469 80.0 389 37.0 468 880 399 324 466 We 369 W N 85.4 400 90.8 338 71.2 400 90.9 ffiB 67A 400 72.7 372 83.4 400 67.3 319 47.8 400 84.0 318 427 400 823 3t1 986 400 81.8 313 386 400 81.8 319 287 400 81.8 313 m W N 623 324 880 0.78 51.8 =4 57.8 270 44.8 37A 81.2 294 389 394 488 280 3461 321 43.9 257 31.1 374 420 255 20.0 321 40.5 283 222 324 40.6 253 '19.5 324 40.8 691" 638 291 67.4 252 44.8 264 49.2 248 384 294 438 241 30.8 204 30.8 237 28.8 284 3r.1 234 78.8 204 36.2 232 d.1 284 33.5 2W 162 290 324 23D 188 294 33.4 2'10 Sc. BBN 489 188 �A 231 340 20 424 0.26 334 268 37.6 221 28.2 268 941 Me 20.0 � 31.8 216 23.4 786 20.8 212 708 198 280 210 187 280 27.7 208 14.6 27.7 209 Z (/J ZQ R• rL 721" 380 2M W.9 196 30.0 276 321 101 287 273 284 188 228 776 0.68 188 20.0 a?8 0.3.8 162 180 225 22.7 180 18D 228 20.3 171 72A 728 19.8 178 11.3 228 10.8 778 76N 30.9 2@ 32c m 236 201 27.2 173 2L9 ZLB 170 tat 10R 216 187 57A 201 187 165 183 202 194 1W 128 202 18.7 160 10.9 102 18.9 168 8.8 202 70.$ IN Of Z 78N 283 /B2 28.8 186 21.8 161 26.1 188 702 161 r1.0 181 17.7 182 10.7 189 187 162 181 1157 142 182 tae 168 11A 192 182 182 10.1 102 144 1W 88 1927 142 180 d' W 1" 186 144 18.0 129 184 144 18.7 179 W 1" 10.2 127 16.8 113 N TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N $ Anchor Ca Tabb ANCHOR CAP,o,,, C4 y 8d-1m 2.7 to MColo. HDIWW CMU F81e4CMU PT 651• )X( )°ANCHOR CAP.,, F N N MULLION CAP.p•,, A.P. 9/18•Elco Bmaom IW OW u twm � � 3118•m"lvhe UP Doo 08mom tl4•as Dro 919•Ebo 11488 flm aro Bad 012 81ee1 812 Steil (� >C = O • AtrohorCBp PaBemB A9pe8do tleaam AWtette w BOW(ON Saw"(6iel 94m•(OS) USE THIS FORMULA TO OBTAIN THE'ANCIiOR EdOe itlatmoe Ink r 2.1lr t• a-112' etre' r z-0.r t• 2-471 r 3•tAP r a4r OAr x814• CAPACITY REQU6tED"CORRE$PONDING TO AN D. Eabemnmt ta+a 194• t3ra• to o r 1-trc t-V4 btu• 1-tr4 ttPP 1•tu r 10.16 10.• vadw ACTUAL PRESSURE REQUIREMENT FOR THE �_ g Vo 1AmM•®4.i6'Nh C.PBlendae orOxaemp pTO.tk M 38De9 4W 0.0 880es 19949e 210 roe b to 7408• 3740.w 680.ms 8• 361 ab 4480- 6Wes OPENING,WHEN IT IS LOWER THAN THE MULLION € �� F2. meemE1.15.640.0.0.lsta,aaa(aoaset)atviFb.2k 4W e6 7W ma wA NIA NfA wA 3e0b IYA NIA NIh 191 WA 882 m6 889ea 112oea CAPACITY(FROM THE TABLE)OF THE SELECTED a a Amina®sBan.O.GI�aa6Anpetafpe!(Fq.3k 7W ee 7W0s am ee 15Wa- 70068• at9 be 6W 0- WA 7W Dee 748 a- BW Im 1692 fa 60220 698 ttre 1120ea MULLION.IT WILL YIELD A MINIMUM ANCHOR noMm®0.466t1".OR./U411y,a0e.las AIM.(Fl9.4k WA N!A wA IVA RIA wA wA wA RtA Nei NM WA wA wA 716 me CAPACITY WHICH MAY BE USED TO QUALIFY 7 AmhorlFdiP lFq.6k i96ee 19680 226 ma 445 bt B21M 159 ea 140 ee mea 370 ee 1070- 392 e0 473146 170 tna 221 rot 780 ea ADDITIONAL ANCHOR OPTIONS FROM THE 2 Andlots t.ts 0.16E C.CJ .at 20 0- 3800.° X Ra WA wA 180 ea wA NIA N0i Rin wA 341 ea 4428- 6W ee ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD(X.61. FIGURE 1: FIGURE 2: TABLE NOTES: as w-pCy{hm wi 00 x� Bu6dNBCode � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. 1�• Ac4aptame No - leiBEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Fxpitation Date ) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WWHS IS ALLOWABLE. BY FIGURE 3: •• ••• t "'�' Mlmtl 3)MULLION AND MULI.IjIN:LI4 SWTVN Aft N:T Tj1EJ�a4LE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. t i b • • • • HOLES TOISE DRILLEDIN THD MV MELD FQLLC M DWENSI0NAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2' ��` (LYNM/ FFIGURES SHOW SUG6lSM,APPROXIMATE•31LE LOCATIONS. l .376' �``t\ON.••••••..�AA(( �i� • • • • • • • • • Q�;•'•VtCENs�'•.•c�,P �: ANGLE CLIP MUST BE USED IN PAIRS 4)SUBSTRATES:cmdtETF%AALL dbNFdkm t0 ACIa301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GSD.WOOD SHALL BE PRESSURE-TREATED N0.68705 _ FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8063-T6 AND BE A MINIMUM OF.125" p X T X.375 MULLION „ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT • II 726 TI4t AND A38.AM ANO/IORS INTO 14BTAL SWALL EXTEND AT LEAST 3 SCREW THREADS BEYOND :D' I I I I THE Tl�tUtL:10 R 1112 ANCIsORI INtO WOOF MAY B!STIEL 18$S.S.OR 410 S.S. %�� L; R. A.L oN MOthEA,P.E. FL P.E.D 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A � Mullion Capacity Table Pam Opening WIAih(toree18011*813arniq-C-)orOpenIngHelght(iorhalm19s0yspenririg mtsons) oil w~t+! 60N BON TON BON WN Min 10 In 140h 160 in y Reewquler Tteplfdaag Reatertpis 7faN�i•d1• Reafea•ltQ '0'eplTAeeB• Ra0In19W Timmum. Itnta e w TnmRBmg. Rb*00ar 7Mrlf68ae• RMUNder TMAISW imetmtp0or 7fept7dert0. d 1x276X 1 L0wft foaft Lea+en9 Loadn8 Lamom Leaffm 1 Lang Loadn L0 ft t4esl9 Los" L-ft L.-ft Leesre Leaft Eel aM on a 11 l , � a 1 1 11 fill, II S N {2N 1740 @0 170.0 496 170.0 7" 170.0 47e 170.0 888 1786 608 170.0 982 170.0 618 170.0 1116 170.0 621 170.0 1210 1780 611 14&7 1301 170.0 821 127.8 1301100.0 621 511.0 1301 170.0 821 18N 170.0 708 170.0 621 170.0 860 170.0 68{ 170.0 OB2 170.0 e30 170.0 1193 170.0 881 181.8 11x9 170.0 an 530.6 1139 170.0 880 Me 1139 179.0 860 07.6 11391110-0 880 BSA 1139 17&0 6D.6WN 170.0 7 170.0 583 170.0 696 170.0 891 167.0 1012 170.0 084 148.0 1001 170.0 7x3 130.0 ION 170.0 747 11rA 1002 170.0 758 W-0 1G0: 170.0 768 BSA 1052 170.0 768 "A 1032 170.0 768 Q 61 170.0 812 1e+a 007 17&0 881 1382 807 164.7 780 1x0.0 807 5806 7x0 1076 907 416.0 T14 OU 007 141.1 710 8" WT 14" 700 6&1 007 140.0 709 608 007 140.0r4i m Bow 141.1 796 181.5 w 1175 738 13" 811 100.8 738 11&C 890 68.2 738 1082 6W 784 738 00.5 669 70.6 796 86.1 876 BBA 796 01.6 67{ 60A 738 Bis 671 M.1 738 01.8 631n 121.0 886 180.0 670 lois 888 115.0 867 MA BAB 989 547 782 888 0&1 Me 67.7 688 93A W7 we 888 no 628 W.8 686 76s 001 43A 668 76.6 821 3&1 888 76.8 Wh 108.0 807 1124 822 686 W7 e&1 615 7&7 66.0 605 662 807 77.1 483 6&0 BW 71A 488 63.0 867 BT9 bt 442 W7 83A K8 STA 807 BLT 474 33.1 607 02.7 z 72h 819 610 BSR W77 t0 73.0 43{ 10 863 � 51.0 610 61.9 410 46.4 Me 02 413 40.8 610 BOA 408 UA 610 469 402 29.2 610 "A 3W 26.6 510 N.378h 89A 468 728 68 81.7 391 468 64.1 383 {9.4 488 . '378 366 408 44A 973 34.7 468 41.6 368 268 459 372 JBx 24.0 458 3&0 388 21.7 466 98.7 ie h 812 438 87.0 36 68s 97J 469 433 468 986 40.1 49644.7 980 367 498 40s 368 321 435 9&1 381 2&6 435 34A 344 71.9 435 Sxs 341 x0.1 436 3x243t 27 30A 286 x9A 3x7 28.1 32! 286 .7 271 2&9 377 23.7 288 17.4 327 21.0 282 14.0 327 18.3 2ABh 34.1 267 30.{ x87 20.8 x62 xA.e x87 x8.0 248 21.0 x67 231 214 10.1 287 x0A x10 /T2 297 169 217 14.4 207 169 23x108N 242 227 7AY 227 x0.8 ?O1 fTa 2x7 1&0 198 I. iWX111 N 22.3 Zia 2x.7 216 19.1 fel 16A 215 tae Ree 120N fT.e 184 me I Q X <I O O TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0_ Anchor Capacity Table Ithal (ANGHORCAP.,�,,,:) ANCHORCAP.„, sut6UYe 27k ca6rece s.m1 C••. ae u Fm cmu PT WOW mew (�)X MULLION CAP.,vo„ Aoeh-rlyps 3718'Elm L4f m 1N'Eb010N4)00 �N� 3118'E1.0 UMmon 1N'EboU� 1/CAS 0�6UbFIV ENO 1N'60 W 5108Ie61 /126tON 51x8 pn0h0rC8ppeLteme Ili A091e0ater BEaiw(05)S4nxr(G6) 8aen(as) USE THIS FORMULA TOOBTAWTHE ANCHOR E02s 0•i4nae(Nk r 24W r 2.17r ava- r 2-tir r x4rr r 344 r &43' 0.64' 0.8P CAPACITY REQUWED'CORRESPONDING TO AN En1L80mt M f8N' t•3N` law 18N• P t-1N' t•o4' 144 1•tN' 1-UP t•U4' r 1.970' 188' wim ACTUAL PRESSUREIS LOWER ENTTHAN FORTHE HEU x ®4.rs69no.ctel•,asaaoaee9aq fk 3W•s 99016 4505+- 181400 1701- 1- 351 me 74DM 3T4 R* 664ms 1- 3951- 461s 680 B• OPENING.WHEN RISLOWERTHAN7HEMULLK)N Amhme 1.15 NMt O.C./Sleneal8(or�eB llp .x4 49016 700M WA WA WA 38D 0m WA WA WA WA WA 882 0a 8861e 1120 es CAPAC17Y(FROM THE TABLE)OF THE SELECTED 4 kwhow®3.mm�.0.7111 x45 Anda C9067 9k ]soba 7W16 830.6 16WIbs feeds 5Wa motes WA 7601- 7400» -sono I=rm 0921- 33516, 11101- CAPACITY WHIG MAY YIELD USED MNIMU ANCHOR 2Atehwe®0.1ff lan.0.47IL81x,tr0o.1�Akan.IFb.ik WA WA WA WA WA WA WA WA WA WA WA WA 1401 Ttb Ib- CAPACITY WHICH MAY BE USED TO QUAIffI' 17ee11m7FrAp0�0•ak 1951- 1518 x28 b, 4466m 6x11. 19Sxn 1401, 1771s 3708» lei Re 3321be 473114 from 2211b- 230 Ba ADDITIONALANCHOROPTIONSFROMTHE 2AnahM®1.58.86n.O.o/F 8 2400n 35019 WA WA WA WA 5800- WA WA WA WA WA 9411- 44210 660 en ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED a9 camld"wM&a F1017� B'd * Cade FIGURE 2: A*D- y feem 74016'024.oyr�� FIGURE 1: TABLE NOTES: -� 1.000 1}SEE SHEET 1 FOR WSTRUCTIONS ON U3W0 THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. er•Cbmr� SEE SHFW 2-JM GPgtAL O�SI'AUJTICO ME94RDS. 2)LIN94R INTERPd.AT1(ed®ETIHE®I 6611iL1 r,ENOTHS AND/OR OPENWG WIDTHS L4 ALLOWABLE ��`ON.)LYN1Y-11// 00 F1flllftE 3: • •• • • • • ••• • t�.• �! 3)MUIIIQI?ANDMELLION4LIPSSHbWRARLNOTT63CALE.FOREtACfDIMENSIONS.SEESHEETB21-23. 2.780' w �'�;• �,1GE'_NSF'•.,F:ff :� . HOLES 7 BEI L[ED 101'1711 FI1Sj FOCI.OR a DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-Z& ' FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. N0.Umb zt ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONGREfE 8HFLLL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-F1LL5D U ppp j NC ETt ECK IR4R(C1Eflq SlgALL CONFORM TO ASTM G80.WOOD SHALL BE PRESSURE 'O -/ ( �6 6 ,•GJ FIGURE 4: FIGURE 8: FIGURE 8 CCYY¢¢��LL(Ar Sp 7HERN PINE AN OF 64-8�5..ALUAIW l!M SHALL BE 6063.78 AND BE A MINIMUM OF.12' 7 t i�b TH1wee3TE STNS TOA UM.R j�3 q�l THICK(18 GAUflE}8 Rl1CTURAL.STEEL TO BE AT 1'X 2.76`X.376'MUU tON %U� FCORIDY.•' �� 1 LEASTi 128'iWCK ANgA36 Alllll jjjjj Olt9 ME jgL FULL EXTEND AT LEAST 3 SCREW THREADS BEYOND i C9 O TXWAATERML#10&fA*MICHOO INTO WDSO MAYfE STEEL I"S.S.OR 410 S.S. d S P.E. ® S FL P'E:#58705 ... . . . . ... . . . . . . . . . . . . . •• •• . • . •• .. . :a. . . . ... . TABLE 4A ® � A uMon Ospactly Table Op•RIR91Ni11Bt(rorverlca0p9pelrtrtl )mDpmtngHNybt(torttolsmr4.5yapalNrgrt�Ore) y�7 ��1 W m Win 70In Win coin 180In 1200+ 1401n ISO In 6 4 1 x 278 x Rectm� �•m. Rmtm•ulm Trapl8lmg. Rot•ft Wim••ng 1mdn0 Lo#A�p lwdn0 Loe•iO Load Oa 7Lolow LR o r T loaf hero x g$ ern lad ISI ` fill, � y m r 1 111 11 Jill)if I'll I III 111 11O 42tn 1ra0 Wo 170.6 13s 170.6 744 170.0 178 1T10 Bee 17oA soe 170.6 902 1ra0 619 I7ao ttte Irao 621 noA 1240 1ra0 Mgt 1ra0 14e8 1ra0 801 1587 iWo 17oA alt 190..6 tem na0 o1 J W 4#11 170.0 708 770.0 MZ4 17DA Bao 170.0 fiO4 170.0 992 170.6 830 170.6 1133 17x9 801 170.6 127# 170.0 BTT 170D 1417 170.0 890 141.7 107 170.0 so 1216 107 170.0 BW 108.3 1417 170.0 BBD Q. 00 60.028N 170.0 747 170.0 tai 170.0 BBB 170.0 835 170.0 I= 170.6 884 17DA 1105 170.6 723 Laze 1288 170.6 747 748.3 1288 170.0 768 121.6 12ea 170..6 70.8 101.5 1RQ8 170.0 768 91.4 1288 170.0 70.8 W � O 8410 170.6 797 170.0 612 170.6 988 170.0 Mt 77&0 1118 770.6 70.1 15D.7 1130 170.0 800 139.0 1130 17U 087 I2OA 1180 1740 66B 100.6 1780 170.0 861 Bal 1130 tra0 80.1 76.3 1190 170.0 851 � � to 010 170.6 580 InO 701 148.5 916 1023 7Bt 1266 916 144.6 746 109.9 015 7323 73S 07.6 818 123.6 728 07.9 916 718.6 720 73.2 916 114.4 716 020 018 111.1 716 &A 818 114.4 756 ..�� 63 In 161.6 880 181.9 710 128.6 830 130.6 081 100.8 0.90 7232 90 94.0 00 1122 B'70 D{.4 030 104.6 882 76.9 890 00.4 69 83.3 830 046 849 812 OW 04.1 00 47.4 830 94.1 849 D y� BBN 1 1 707 1410 850 11&0 TMT 119.0 830 1069 824 826 70.7 Bat BH 70.4 787 09.1 608 6&0 767 04.2 Bao Bs.O 787 79.0 693 472 757 78.2 691 4fa 767 702 691 N j 72M 101.7 838 108.6 552 8" we CIA 640 80.1 690 920 an 722 521 506 ON WA 514 60.9 B90 023 506 42A &98 572 600 95.3 630 66.9 480 316 B30 BB.Z 497 Z 7� 781* WA 571 00.4 408 711 511 70A 408 H GIA 470 84.1 871 806 471 4&0 $71 66 484 43.2 571 61.5 480 30.0 571 476 46t 3a0 57t 44.8 447 276 801 MA 440 1� s 78N 00.0 842 0.24 474 80.7 BR 706 485 57.1 lig 02.1 4" 60.0 6R 60.7 449 44.4 6B MTA 442 40.0 542 47.5 137 93.3 642 428 428 20.8 612 4&0 425 25A 642 40.1 423 � C j of p G O�Vb W 821 107 6S7 sin 49.4 407 40.4 968 S72 107 396 348 928 407 35.3 so 240 407 321 330 280 401 28.8 934 21.7 480 20.1 327 106 407 24.1 322 10.3 407 23.0 310 � �O Nn 426 368 44.1 320 95.8 368 312 311 90.7 960 324 300 20.8 360 20.8 301 23.8 380 20.1 300 21.6 956 246 286 17.9 968 216 280 18.3 1B2 284 losin Sat 283 30.8 250. 261 283 266 281 21.8 203 726 2N 186 267 70.0 2W 10.7 '!B',4 18.0 210 761 2&1 106 237 n Y 52 11101 276 2W 28.3 242 23.1 281 236 238 70.6 267 206 230. n.3 287 786 231 58.4 287 18.6 228 ~ X Q O O 12oin 71.0. 220 222 209 1&9 719 tab 208 167 220 tat 202 Q r' TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: g O AtrofStuCa Table ANCHOR CAP.�„m,1a 0u6aDate 71 amlmele 3.B[oma 11o0or u F•ed CkW PT Nem Mew pp-)X MULLIONCAP.„.,®,/'ANCHOR CAP.m, -, Amhor 3HS Elco tm mo0 174•Boo Ult m 51tr Ebo 144 Ebo Ultram 114'sw tmrwm 1fP 88 Elco 6718'Elco 114'88 Ebe #108(eel #528toel #M BMai AnohorClpPatOem• Vteaan AOgRMtor llbtemn Appre6sfar 8as•(05I 8amw(476) 84NIriG51 USETHISFORMULA70OBTAINTHE ANCHOR EoOo Oletmae(sok r 2•itr r elm 3-18• 1' 2-1/2• i• 2-lir r 3•If• r 0.46• 0.617 &s24• CAPACITY REQUIRED'CORRESPONDING 70 AN fim0e1rtl4N 1.tN' rata' t314' tato' r 1410 1.80• fin• 1.14' 1-w• 7414' r ts+e' tom' tinea ACTUAL PRESSURE REQUIREMENT FOR THE 2Amx0ta 404.T8'eon.0.a lSla*ad or06etGry(Flp.tk me 9006* Its 890mn 1 mS 270es 2809* 3%On 740 On s741as 66490. 9t8ma 34150. me 5809* OPENING,WHEN RIS LOWER THAN THE MULLION 4 And=01.16•W 0.0.1 Smmsd(orO�ei)t9iD(F10.2Y 480 W 780•s WA WA WA N01 380 M WA WA WA WA WA 8820* 1120 mS CAPACITY(FROM THE TABLE)OF THE SELECTED aAmma 44 Y 190.o.0.l(t)2xg AnOIe QiPs I lFb•3k 780ma 780ms mobs 755-me 18980* 640 b* 6809* -WA 780 M 74815e 8809* 1Mtms 852 ba Z711. MULLION.IT 8001 YIElD A MINIMUM ANCHOR 2 AnOams®0AS►9n.O.a f U{8p,0 .125Abm.WO. NM WA WA WA WA WA WA WA WA WA NIA WA WA CAPACITY WH1CH MAY BE USED TO QUALIFY tAnter/FCbmmaY 193 me 195ts ZZ6I1s 445In anis 735®s 140%s 171 ms 370PA 707ms 3920* 473 ms 1706. 70ms ADDITIONAL ANCHOR OPTIONS FR�7THE !F m wn0 850 mS WA WA WA Nal IMms WA WA WA WA WA 341 ms 44211s ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCT REVISEDFkdb CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. B e�y Aeeepto=NO t(p�O2S�J.03 FIGURE I; FIGURE 2• TABLE NOTES: 1.000' r BxplmlionDal. )lost 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING • • SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Miran• '„ •• ••• • • • • • •• 1571 7/! 2)LINEARITERPOIAmN •48ET "4 MkUdB40TW AND/OR OPENING WIDTHS IS ALLOWABLE `�� \0 .... . '17/4 •N FIGURE 3: 3)MULUN QI I�P��< T �FOR EXACT DIMENSIONS•SEE SHEETS 21-23 2.780' ^ ��.'�1Gf NSF '•.F� TTi F61P Q 'c • * HOLES R 0 IN D 00.60.61 RESTRICTIONS SHOWN ON SHEETS is No,80705 E-,* FIGURES SHOW SUGGESTED, PRO T E L TIONS. /f ANGLE CLIP MUST BE USED W PAIRS 4)SUBSTRATES.CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CON BI�CQILUNR{CMS FRD SHALL BE PRESSURE TREATED FIGURE 4: FIGURE 6 FIGURE 8: YELL U PME F 0.86 AR BE 808378 AND BE A MINIMUM OF.725` %�O STA of �U THICK•STFELSalJD970BEA PII G AND �1'HICK(18 GAUGE)3TRUCRIRALSTEELTOBEAT '•............COR7D •'(j LEAST.OQf'THI6IYC ANDA.3&lLL AttC»pRs QAi�SHqu EXTEND AT LFAS7 3 SGREW THREADS BEYOND 1'X 2.75 X.850'MULLION iStel,.. bell ® THEM•A�LRt14L1.1/18fl12RJCitOR•IN80WOOfoM,fYBG3TiEL,18-BS.S.OR410S.S. 1",11110 tt��• • 0 A.LYNN MILLER,P.E. FL P.E.#58708 ••• • • • • ••• • • • •• •• • • • •• •• TABLE SA ® � Stumn aspasity TabG Orem) V OPBnInpWhlh(0rrunmuclons)a nho HeIghtQar Mug") 11 m6 566 70m ao6 806 im6 1236 uo6 100 In • Red-99or I Tmp'ntag- fta"v'w TmpnN•p. ftte1•t ftrmm Real&Vim T-VffftB•I Reelma4s I TIMIOIv18• I Raote119der I TMPTft4 ftWtpdar I TMMOM. Re*n8Asr TmOfMnB• Reatr1w 7ha,YMe 4 1"x 3128"x t 0 ImMO L6ed�p LoaBt• toediq tamp taedM um q toed p Lmft I.Oedn{I Los➢nB to6dag LmLp Londip loaA q Loadn9 �Y ArAlum Tube MUD fill, fill, a a a 1 1 11 a a � 11111111 1, a111 V rm o y 421n 170.0 810 170.0 435 170.0 7M 1740 470 770.0 858 17.00 606 1700 932 170.0 619 170.0 1118 170.0 621 1700 1210 170.0 521 1740 14M 170.0 521 1740 1735 170.0 591 15.04 IBM Me 821 J W 491% 170.0 708 1740 624 1740 850 1740 684 170.0 M 1740 530 170.0 1133 170.0 int 170.0 1276 1740 577 170.0 1417 170.0 680 157.7 1677 1740 660 13LI 197 170.0 550 1182 1677 tMA 060 (L' {n 50=tn 170.0 747 1740 6m 170.0 088 1740 831 170.0 I= 1740 ON 770A 1195 1740 723 170.0 1345 1740 747 170.0 1494 1740 766 141.7 1445 770.0 770 121.5 140 170.0 768 1043 1496 1700 786 m o O 641. 1740 770 Inc 012 170.0 7156 1711.0 891 1740 1118 1740 704 170.0 1276 170.0 603 1641 1401 M0 89 1498 1401 1740 1356 124.6 14M 1740 081 IOU t401 170.0 861 83.4 1401 170.0 m1 � t'O � � J 806 170.0 885 170.0 701 170.0 1053 170.0 787 1566 1156 1740 670 138.7 1IN 190 828 SW 1168 168.8 617 171.0 7158 149.7 910 916 1106 14CS 803 76.3 1180 144.5 00 6114 1166 144.5 003 J win Tme 930 1700 715 10.8 1070 170.0 060 137.0 104E 168.5 880 119.8 10491141.? 848 108.0 1049 132.0 e38 969 1040 1216 B26 709 7070 1102 820 65.6 10411 116.0 810 699 IOU 1160 Bt8 886 186.8 m 1740 7m 1340 966 151.3 am 1161 966 133.7 796 1042 BSS 121.4 775 028 070 1129 786 83.4 869 1064 757 046 M 99.0 749 M.e B56 067 748 62.1 065 08.7 AS Z W 726 128.6 003 191.8 897 190 800 114.9 M 81.6 QIX1 101.1 870 649 803 912 668 71.4 Doi 639 849 642 803 78.8 So 63.8 SM 722 892 MA 443 89.8 628 441 SM 80.7 827 : J Z 70 In 1082 721 114.1 098 910 721 S7.0 Ste 760 721 S6/ 806 862 MI 765 595 MY 721 70.1 M8 54.0 721 031 578 45.5 721 44.4 689 30.0 721 66.8 BM 34.1 72l 56.1 1183 � 5 � .a-� 706 101.0 881 744.1 MO 442 061 09.4 447 722 ta! 700 618 831 884 744 59 08.1 884 04.4 446 50.6 884 88.8 SSt 42.1 886 04.1 841 361 884 81.9 896 310 884 80.6 634 2 Q G 806 856 814 99 466 640 514 672 448 47.0 814 BOA 440 41.1 614 44.8 483 368 814 !OA 427 338 $14 372 421 27.4 514 330 412 23.8 614 30.4 400 200 614 20.0 403 LOLL? m6 b62 458 BS.7 404 452 462 170 388 367 462 10.0 MO 33A 452 344 384 301 462 32.0 378 27.1 452 30.3 373 228 445921A 361 18.4 242 369 189 452 228 3661086 35.1 39 350 322 31.7 357 70.7 317 272 99 28.4 312 25.6 39 702 308 21.1 367 22.7 30:1 180 39 20.0 288 tb9 6.0 283 130 39 182 29 119 447 16A 283 P1116 341 338 368 300 282 x18 30.1 301 28.0 338 25.1 2m 2fA 335 23.1 2B2 19.0338 190 244 Q170to 27.7 280 262 283 23.1 289 23.7 2M 140 244 266 268 17.3 28B 163 702 16.4 709 18.3 244 73.8 289 140 246 N9 2.0 2!0 49 449 11.4 23B 67 708 10.4 232 Q r O O TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: ARohorce Tanta ANCHOR CAP."„a, Sum 7h COMOe BRt Cm. t7oee•d1U rwdcmu 707030E Met• (DP_)X( >cANCHOR CAP.- , �� fins am sw68 aeo ens Elco v4•BBE1w etOSle• 02SM SUStee1 MULLION AatdlorCOp PN64mt AmhwT7Pg ans Eto UBram 9m Et6Utom ats E1tou0raon um EtoUBmcan A9ge0�9or Uamcon pggmtida anal(oN Stret BtG Bcn21(867 USE THIS FORMULA TO OBTAIN THE'ANCHOR Eape Usmrce N r 2•v2' 1• 2m2 340 r 2-7P1 r Mir 2 3402 0.4s Mo4� 0324• CAPACITY REOUIRF�'CORRESi�NDING TO AN FAK•h•5 tsrm 1514• 1314• tsm r t-vP 1•vd• 1.114• 1•um 1-v4• 1-014' r 1318• 13/8• telco ACTUAL PRESSURE REQUIREMENT FOR 771E 2 ®ale banoc.7s4•aaaaromapp6 1) 99D®s =to 450 ms NOW 1544m 27om 2mm 9849n 7401m 94b m 918m 941 a• 442m m OPENING.WHEN IT IS LOWER THAN THE MULLION 4Archin®1.lsbhoD.78tamra@*CID�C9pM2t 4mm Tm®s WA wA N1A wA 350 as Rao N/A wA wA t•1 gab 865 MO n23im CAPACITY(FROM THE TABLE)OFTHE SELF_CTED 4AI01.15'9•M6LO.SI 00ArelaGp37lFl9 7mm 7mm go 16mm 11383• 84006 6m lm am man 748m BBD 9a t892is 682m 8M1m 11mrs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arc1••®44'M6.o.C.tUdp.e5o.t2sAwm.L-4}; tuA wA WA wA wA wA wA wA wA wA wA wA MR WA m734o9 CAPACITY WHICH MAY BE USED TO QUALIFY 7ArcronFgl ask imID3 199ae 27bW 448m azzte 1653• 140 ea Ina• 970m 19m 9820• 47Slm 17003 221ts was ADDRIONALANCHOROPTI4NSFROMTHE 2aimas4B1.1889nO.CIF 1FBx 2Wm 950m NIA WA N!A aa1 twin N1A WA N/A WA 1YA &les 442Y 5m•e ANCHORCJhPAGTYTABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. pRODUCI oer os nplvioa with pm Fk4iA I+1.000'H nm'IdingCoda (fro 2118-03 FIGURE 1: FIGURE 2: TABLE NOTES: APt Delo 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING4 By 81J Dd6 P �'SHEETS 2 4 FOR GENERAL.INSTALLATION METHODS. •• ••• • • • • • •• X1111111 2)LINEO INTERPOLjTI�B--ajrvf EI��M��U''��L��L}}JN''G:HS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.126• �•`�ply........,1/Z! FIGURE 3: 3)MULUCAI♦.ND MUWO:C4pSlHclyaNSOOT'FO.SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. ��• vtCEN$F ��1�� • • • • HOLES VOME DWAWM IN V*FIELC FOLWIMING49WENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 53705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED 600• b t� CONCJtETES"K UNIT(CkV SWy.L CONFORg1T0A�M C•90.WOOD SHALL BE PRESSURETREATED O S L FIGURE 4: FIGURE d FIGURE h YENLOW SOUTHERN PINE WITH AN SO OF 0.10. UM(NGt,`SHALL BE 8093-T5 AND BE A MINIMUM OF.126' S i AR F ( E) 1•X(TVF MULLWIJ)lON L7`` .,•LORIOt'•'�G�` THWK,S EEL TUDS TO BEA MWIMUM GROG ANW.016'THICK 18 GAUD STRUCTURAL STEEL TO BE AT % / '•. r• LEAS4. 1?1(1# 8D ASS.ALLMORORB IWO METAL SPIALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '�� TH,10 ERI .#108ffit=lfhdV&TOWdbj1hANBFSTEEL.I"S.S.OR410S.S. A.LY141 Oil LER,P.E. FL P.E.1)68705 • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A • � Mnmon Capacity Table Pol) OpeNng 1Mdth(tor veramw-spaMn9ltMora)m6penIng He1pM(tor hori:orde*spwv I68 mtftns) yyy�y�7�1 w�6t Go In Win In Win Poin tonin 1201n t10fi 190h if owunoww T1epr01en9• u lifiOlTden9 ReetanpYs Tmg-4. Reetan9der 70-76 p• Rent 400 TmP'St•q. Reetan9ds lhwTdeu9. Ref1m•Jer TrgW180t0• ROetens/ar TrertYdmg. ReOtenpSv T�/I9•iq �1 {t;� 1 x 4 x.126 Leedfn0 laedbg lau•70 Loe•Im Loediq L L Les" Loaft Loeaiq laeaip LaedfiO loedbiB Lee5n0 Loam Loaft LendnO laedn9 MuAlum; III fill, fill, 11 , � � a � � � � � � m 111 1 � I it 111 11 11 111 11 8 1111111 11 it i1111 11 11111 x 111 1 1 z o � 42M IM01 8'10 1170.0 436 170.01 744 170.0 478 170.0 1 WB I 1704 600 170.0 902 170.0 510 J= 1118 178.0 621 170.0 1240 170.0 521 170.0 1496 170.0 59J 1483 1489 170.0 021 127.0 1469 9" 621 J.1 UJ 48h 170.0 709 170.0 5N 170.0 860 176A 691 170.0 993 17U 030 170.0 1133 170.0 881 170A 1270 170.0 NU 159.3 1303 170.0 680 190.3 1384 170.0 890 111.7 1909 170.0 1180 97.7 1342 170.0 880 ' _ 60.W51n 170.0 747 170,0 423 170.0 898 170.0 631 1740 1018 1702 584 170.0 /105 170.0 m 150.1 1255 170.0 747 140.5 72d6 170.0 769 117.1 IM 170.0 769 WA 1236 170.0 769 87.6 1270 1750 768 W a� 0 841n 1750 742 170.0 612 1750 See 170.0 881 1750 1115 170.0 754 104.4 1158 170.0 603 1372 1158 M. 842 127.6 11ee 1750 666 102.0 1165 170.0 961 682 1166 1702 all 772 1166 1750 501 f" 80h 1740 655 1750 701 189.7 1012 170.0 TW 142.0 1042 181.1 422 128.1 1012 148.7 US 1112 1042 136.6 601 100.0 1042113M2 791 03.4 1042 126.1 752 712 1042112m 762 62.6 1012 128.1 7B2 � -T1 651 170.0 930 170.0 715 1512 992 183.8 016 72&8 942 14A 799 11JA 802 131.0 Tffi 100.8 942 121.0 186 847 942 114.0 756 792 502 103.4 716 61.8 999 1000 744 547 992 100.0 744 ab MA 47 1740 789 1379 847 1450 798 USA SO 130.3 780 103.1 947 117.7 752 91.0 917 108.7 736 B27 917 =2 721 85.9 047 05.1 713 69.1 942 94.0 711 51.7 94'1 WA 717 w 72h 426.0 849 1427 737 1132 $0 121.8 722 42,0 519 1050 TOB 64.9 849 96.4 898 763 6{8 847 866 WA 649 8t7 676 546 619 75.3 869 445 5411 72.6 852 423 649 72.4 851 Z Z 78fi 1153 782 1257 SOS 98.3 762 1026 862 42.5 742 000 640 722 762 802 820 642 782 742 620 42.8 782 692 813 48.1 782 82.8 802 41.3 742 69.9 697 341 782 WA 595 -•4 �� 76h 7082 721 1L14 834 89.0 72 912 821 78.3 721 803 429 558 772 1'42 690 69.4 721 041 691 672 721 BS4 663 44.6 724 42.3 578 382 724 54.3 642 932 724 69.5 585 C 90h 892 6N 71.6 463 60.0 613 e0.7 474 49.7 613 Me 456 193 513 47.1 456 358 643 42.8 462 313 SO 88.5 448 202 53 34.0 438 24.8 543 SZt 430 27.7 543 3D.7 428 0 99h 422 475 662 427 47.6 478 19.7 419 459 478 432 412 � 3" M 476 363 406 31.6 176 313 400 247 476 9Z0 342 23.9 476 25.1 380 20.6 478 248 360 172 476 212 378 w ' O r Josh 403 377 41.1 341 33.6 Zrt 91.0 335 20.5 37T 302 330 3r1 28.8 4 377 24A 321 20.1 377 22.0 Stt 183 377 19.0 310 14.1 317 17.1 801 11AX 11th37.1 3W W.0 323 340 342 31.6 31S 28.8 967 2TA 313 907 2M 342 256 342 722 905 156 9ST 20.1 901 16.1 342 /7A 201 U X Q 120h 293 308 258 219 243 306 28.1 271 212 368 21.7 270 U.3 308 102 78.3 SOB 17.3 283 14h 772 2l2 172 195 C TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: Amo m Table (ANCHOR CAP. , ,, ANCHOR CAP.® 8dbelmta 2.75 Conortla 3.6x Cone. Haa7CMU F5a5 CMU P Nbod MW1 (�)X\MULLION CAP.,x" ) Ulaw AnthorT7pa m.un.. Wes. d 3'tr Soo loOeeen 1/P Elea U60em 174'A1�Odor on 61�•Bob 1_4`88 Ek0 Ot08ted 112 SZ H281ed AnoharCtlp Papemb Utlaam Agp*W r sa ex �"`6561 Gem= USE T�FORMULA TO OBTAIN THE"ANCHOR EdDO peleine t• 7•tR' r 2.1/r svr 1• 2-t/r r 2•tm a svP r 0.18' 594• 0.924' CAPACITY REQUIRED`CORRESPONDING TO AN Enlfeema6 tare tarp 1.34` fare r MAP MIC I-IM I-tw t-1N• 1-4/P r tart' 14V 0adee ACTUAL PRESSURE IT REQUIREMENT FOR THE 2An06as®1.76•A7bt .C./Btrodsd erC86elt3p(Flp.t 30061 9006s 00 egoW 164465 770611 leo b 74005 97468 861 me 94661 34tw SO E8000 OPENING,WHEN 1T 13 LOWER THAN THE MULLION 4 Anbll4ls®22r Mh O.Q IBWd•d(4rOlhte0t219 ft.3X 70066 Moo 58096 1410110 03768 WA 680010 WA 830b WA 880168 WA 68266 88660 112060 CAPACITY(FROM THE TABLE)OF THE SELECTED R And-40 lAr Mh C.C./SWANd(swou vp".4k 98090 14031b0 WA WA WA 1191 780 Bre WA 702 WA WA WA 138368 177060 921000 MULLION.WHICH MAY YIELD A ANCHOR 1.0166016@rMn O.C.I(2)'CSAnpteCipe/OiT-6k 780es 70368 W06s t5B06e 188866 5408s 68068 WA 78090 74860 80300 188200 84290 80300 112068 CAPACITY WHICH MAY BE USED TO QUALIFY 6.010_418®rBSn.o.0/121n5AnplefAyl¢p.OI 117006 tl7o6s I0300s 234010 260 Os 11106) 81090 WA fuomb 172160 192066 20Je 6e 707266 t3Zi 60 168066 ADDITIONAL ANCHOR OPTIONS FROM THE 4 A10hote W0.lr Mh O.C./U4WA fito.t%'AU0.0Tf0.7k WA WA WA WA WA WA WA WA WA WA WA 302 WA WA 1430 s0 ANCHOR CAPACITY TABLE PRODUCT REVISED 2Amh•6®22P 61St O.ClF42Ip L7W6k 65060 35066 7906s 703611 17800 111.0 7800s WA 915h WA 44068 R!A 91790 4P10a 88061 ns campl7106 with the 1go41da /A>00d6 1.8'M6f.O.C/F4Ay ek 48860 70068 WA WA WA RtA 980188 Rrn WA WA WA WA 042 6s 58860 1170168 .� 1.000' r A 110 d�®Cmod�O��P"b�S,O NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. Pxpitmton I)efe ►1pL( TABLE NOTES: By � FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE t I)SEE'�r INSMUCTIONSION USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • �SHEETS2:FOR•G E4F�ALWt4TKj4METHOD5. 2)lINEAR�tJ'T•yRPQ•I. 71ONSE4%MU%ENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �.�a'�..•'•4\GE•NSF''•.'P • • • •• ••• •• • • • r• 4.000`L �'r'r� •.>f'' • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR OWCT DIMENSIONS,SEE SHEETS 21-23.HOLESNo.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON$HEM21-23.FIGURES SHOW -• FIGURE 8: FIGURE 6 FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ry;a• • • • • •••4)SYBSTRATES:QDNQRETW SHALI•MFOSA jD ACI 301 SPEcw.A-TON8.HOLLOW AND GRDUT-FILLED % n'•, STATE r • • • • • •CONCRETE BLOCHIUN6T(CMU)SHALIaCON6DRU TO ASTM M.WOOD SHALL BE PRESSURE-TREATED YELLOW .728` . .(� ' FCOR7()?.• •: •• S l 7o PINL•WITFpAN dWb QRADE 3a�91�045.1T4ICK0.65.ALUIMNUtA (SHALL OAI STBE SN3.T6 RUUCND BTI SSTEEI TO BE EA MINIMUM T Lam.25 TMICK '",�rS/nNM •• AND A98.ALL ORS O METALSHALL EOJCTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 6 ANGLE CLIP(FIGURES 6&8)MUST BE USED IN PAIRS. 1'X 4"X.126 A LYNN IIt LER P E #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A • � MuMwCapaW V Table Pa Opening tMdS1(hr7.18Qey W11rltngffuff-)4xOpaMao Haight(telhaim4Ya97seemingmuEOre) y�jIA wm so In 70N wN BON 1wN 110N 110N 1wm � LLO Rosloe0nim TrTlnlenF Trog0lans. RomoO.Osr 7mp7iBmB. Rawim 'hwnftP Rant vft moo m9. Raatm� Tn>pRitmW. R lfwlifm0. Rlat•Kulan ThMAaaF Reatsn w Tri Yn 1x4:.878 lo" L"" L-ft Loft Lcafto LOw,• Waft IOOdnp 100.00 L00•a0 •Lom9np Lo ft Lawny 10eM9 1o69tp Lawae LownO 11 1,8 AluMufflon m Tubeag � gy1y fill,511 61 fl 36 2 9@ 38 98 3 3 8 9 3 3 aT �3 Z 0 6m 170.0 � 170.0 196 110A 744 170.0 478 170.0 880 170.0 = 170.0 W2 1704 me 170.0 ills ITOA 831 170.0 12/0 170.0 821 170.0 1488 IMA 021 170.0 1798 170.0 631 170.0 18&1 170.0 627 46N 1700 708 170.0 6'48 1700 Bw 170.0 664 170.0 883 170.0 930 170.0 1199 170.0 wt 170.0 1278 170.0 877 170.0 1N7 170.D Bw 170.0 1700 1700 aw 170.0 1983 170.0 ew 181.8 20241170A We 7 to 2 w.826N 17.00 747 170.0 683 170.0 We 170.0 031 170.0 7019 170.0 664 170.0 Ina 170.0 7x7 170.0 1348 170.0 747 170.0 1494 170.0 iw 170.0 1703 170.0 788 180.0 isle 170.8 7w two 1818 170.0 780 W o�o Q 64N 170.0 7e7 1170.0 612 170.0 968 170.0 897 170.0 1118 170.0 784 170.0 1270 170.0 w3 170.0 UN 170.0 837 170.0 1184 170.0 668 168.0 1789 770.0 861 137.1 1788 170.0 661 120.0 1799 170.0-T- so 81 m O wN 170.0 888 170.0 701 170.0 1089 170.0 707 170.0 12W 170.0 678 170.0 1117 170.0 944 170.0 1694 170.0 99s 18.5 1018 170.0 1039 128.8 1619 170.0 1068 111.0 isle 170.0 1083 971 1s1B 170.0 low WN 170.0 830 170.0 746 170.0 1118 170.0 w0 170.0 1302 170.0 9W 170.0 1488 170.0 1016 16.07 1682 110.0 lam 111.0 1512 170.0 1132 117.5 1642 is" 118 1W.7 1002 187.9 1167 801 1942 1.770 1167 cr wr 170.0 9711 170.0 7811 17&011101J70.0 We 170.0 IMM 17x0 1002 1.01 1472 170.0 1088 142.0 1472 1870 1146 1248 1412 1681 1130 107.1 1472.14-1.0 1106 81.8 1472 148.0 11M w8 111172 148.0 1104 Z a'I 72m 170.0 1083 170.0 97a 170,0 1270 1TOA 1009 118.0 1320 183 1101 132.0 1920 149.0 5062 117.3 1320 1971 1088 108.8 1920 1206 7018 BBA 1930 117.0 1024 76.11 1300 11x6 1013 w.0 1920 11x6 7013 Q. Z 76N Me 1122 170.0 897 140.0 1184 15.4 1019 1263 1184 136.8 994 1122 1184 120.7 BTB 99.7 1184 1788 984 6s1 1184 t01.5 853 741 1184 97.6 Wo 04.1 1184 011 917 50.1 111184 923 w � J � a 7810 188.1 1124 170,0 907 17•,4 1124 147.0 806 11.70 1124 128.0 847 1s31 1121 118.8 0311 9x9 1124 108.8 GIs 63.0 1124 006 BOB 693 1124 BBA 69D w8 1124 841 881 81.9 Ila 831 s78 � J � � wm 708.1 e44 1111 7w 80.1 e4i 011 738 77.2 e41 w.1 7211 87.6 b41 738 712 w.i e44 ea8 702 6L0 BN 81.4 993 480 eu M3 676 36.6 BN Kill 886 918 814 47.7 882 a��V� O M N 6&1 743 87.11 689 713 743 773 862 831 742 873 Mt 86.7 742 611.6 Wl 491 742 64.1 812 44.8 742 418 014 37.1 742 461 800 31.6 712 991 NO 27.8 7@ 371 584 � �� O�O 700N 82.0 686 8370 690 w.1 666 w1 621 14.7 w6 181 819 30.1 888 41.4 63 34.8 688 93 490 31.3 886 813 492 18.1 666 2870 4s1 22.3 w6 26.8 472 10.6 686 24.7 1188 fA 1111a 871 886 86.s 6W 46.0 40.6 496 413 856 1270 467 8670 8w 300 Iw 2270 ON 3702 473 .a 6w 913 187 2170 37.1 467 2070 6w 211.3 448 100 6w ffi4 442 120N 408 478 1104 433 38.0 476 30.0 /2B 921 478 317 420 2s1 1176 20.3 4% 28.3 476 7070 409 22s 478 2L6 401 10.0 4Ts 21.1 306 188 476 10.7 367 74.9 478 17.2 361 C~.l �( Q iMN 28.4 930 26.7 308 220 990 224 301 1670 380 10.9 267 161 390 tt.0 2W Q a- O O TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: - An ar Camity Table A Rte;=: 8ubstrete caamete 151,ow. (22U Filled CMU PT N•im (DP_) =ANCHOR CAP.,,, 8118.6160 f/P88 FJoo 4R8'Elan 1H'Ba Elco 4N081x1 e128tem H2 Broel MULLION CAP.,,e.,,o Anchor CBp Paftams 31W mo 0�" tq•Ebo liko m UOeom 3118•Eno U8taom IW EIM UMV= AQpeoetor UB•em A ,(OSI gom m USE THIS FORMULA TO OBTAIN THE'ANCHOR EamasYnaaOak r 2.112' r 2412' 3.11!8' r 2-1lC r 2tR' r 3.tf8' r a4e' oa• 9.921• CAPACITY REQUIREWCORRESPONDWGTOAN Embe•a•s(h 110!4• taa' taro• fav r t-Im faro• 1-u4• 1-fn' 1.1m, Vwr r fare fare' ssds4 ACTUAL PRESSURE SLOWERT AN FOR THE AnatO•®4.78'Min.0.C.18tmNad or Gl•A CAD(Fq.182k 390 to 980709 4w to Bw 1814M 3700» 2•D lie 354®s 74806 3740e Oe s18•s toe 442 Lbs a OPENING.WHEN RIS LOWER THAN THE MULLION IAmhas®22Y Mh O.C./8{mM•d(a010e000(FI9.3k 76006 70006 woos f4tolhs 930o WA Bwms WA 690 Bio WA OW06 WA 8828e 886106 71300e CAPACITY(FROM THE TABLE)MINIM THE SELECTED BAmitas@1.Ir AM oo./8lmdmd p7olee80 ft.4k I Es 14w0o WA WA WA N7A 7w IM WA WA WA WA WA 136308 1710 Oe 2240M MULLION.IT WILL MAYBYIELD E MINIMUM ANCHOR IAnoMw®r64n.O.C.1(2)2C5Angle Op Ift Bk IN ft 7w0s We so wola less" blows 6wns WA Man 748ns iWft 1e bt BB21m 8800 1120"e CAPACITY WHICH MAY BE USED TO QUALIFY BAanAaw@rNNo.C.1viwoAM&c4s1".4 woos 11T00s foolbs 5-011A 294490 BfOM 84oms WA 1140160 n22ms 19200e %361bs f.. 73270. 1800• ADDITIONAL ANCHOR OPTIONS FROM THE 4 AneMs l9 0.45'Aja.o.C.1 U•O kdo.f2rAAm.(F61.7k NIA WA NM WA WA WA -Na WA WA WA NA WA WA WA 1190 Oe ANCHOR CAPACITY TABLE. PRODUCT REVISED 2Anshas 4D 2.x7'ROn.0.67 F1am(Flp.Bk 3w1bs 9w1W 2We 7WM 4700• WA 2w0s WA 315 WA 4401be W0. 9411118 142166 6630• as Oamply61g m11h lba FlOTida 4 Meh0•11.16'MN.O.CJ FOOD 9k 463Om 700be WA WA WA WA 9w10f WA KA WA WA WA 863 ms BBS Oo 112000 BOildhig Coda NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLQ. -� 1.082' r- -�{ 1.006• Aaaaploace «O TABLE NOTES 1�S�E$�7�J1�R�1STRjICT10 3 NUS THE TABLES AND SHEET 25 FOR INFORMATION 8411 eProMfcl FIGURE is FIGURE 2 FIGURE 3 FIGURE 4: FIGURE 8 F4pnwjpn Do FIGURES ION LOADING 1I 'S6T 2d F�ZE��STAUATION METHODS. 7171 I r 1 ♦ • • • • • • • • • • • • • •• • • • • • LYNN 2rLIr1EARfi�EWOI♦TI�1 •BEM W*AUUlENGTHSAND/OROPENINGWIDTHSISALLOWABLE. �� n.•'��ENSE ''•�'Q ♦ • • • • • • • • • 3)%ULLf0%AND ARI&ION ELIPS%HGWN tut NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4• 4' _ No.50705 SHOWN ON SHEET8 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ FIGURE G FIGURES' FIGURE T: •• 4) TES:COACRM SHALL CONPORM B�I3DI SPECIFICATIONS.HOLLOW AND CDNFORM TO ASTM.90 WOOD SHALL BE �0�" • • • • R URE- 3 @k P E %AN SGOF0A ALUMWUMSHALL BE ; c�'•..rCURtO,. �f9 08083 i51PND BE A WI F.28' I K STUDS TO BE A MINIMUM GRADE 33 AND.046' 37S' 375• •• THICN(18 GAUGE}SITRUQiURAL STEE►TOB �1 LEAST.125•THICK AND A3S.ALL ANCHORS -� 'T 7� ANGLE CLIP(FIGURES S&S)MUST BE USED W PAIRS, 1•X 4'X.375' 7'X 4'X.376' INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERUII.#10&#12 A.L(f IMILI- P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. T 401"ON MULLION FL P.E.#68708 • •• •• • • w •• •• ••• • • • ••• • • TABLE IiA �i( Mu15on CqMcIty Table MWA d�d Opmtltg WWm(forl+N8ce0Y-sPominB muiae)or OpenIng Hah M(Mrbalno nvAons) 5Dh solo TO In 601n ooh imtn 110h 14010 ImIn t Trepird6re. v 7feKlnare. Reoteegder 'RWTden9. Reotenp d. *WnW10• tas"WM T*XT-y ReeUreeter VeMltano. ReatanpWte lteplfA * Reefaopder Terre• t 7Fetd91en9• ° ;y 7.26°01 ,• �re tetwo"ft t„aare Laaare Dare Loeare Loeare Loft Leaft twa9 Loa•• Laade1111 §$o', LWA00 tm�o lA*dha t$'tdaft Loaare �Y t3 3.1 288'Alum I, fill, 11 11 fill, gg 8^ pp� in � gg p 0 4 TubeMult Ili 1s 811 i, @ 3Iva 00 W 4ah Imo mo Imo 435 Imo 724 170-8 47e Imo Bee Imo 565 170.0 082 trao eto I70A me Imo 621 170.0 1240 Imo 621 17010 HN IMO 621 170.0 t7p Ina 621 15ts 17M 179.0 az1 J oln Imo 706 170.0 511 Imo Bas im0 581 170-8 Bot 170.0 530 170.0 1133 1mo 561 1170.0112M 170.0 WT IMA 1417 ira0 ee0 164.8 1646 170.0 880 1527 1648 170.0 660 178.7 1618 170-8 880 2 K 50.518h 1X0 747 170.0 583 170-8 688 170.0 831 170-8 1016 170.0 884 170.0 1186 170.0 728 170-8 1348 17D.0 747 tW.0 1458 1740 768 1393 1488 1X0 768 110.3 1486 170.0 756 1014 1468 170.0 766 LLJ 0 64 in 1X0 787 170-8 812 170-8 90.0 1m0 891 170-8 1118 1m0 784 170.0 1216 1m0 803 1631 1378 1�A 677 148.8 1378 170.0 BSB 12'223 1878 170-8 881 1046 1378 170-8 861 91.7 1378 170-8 881 m 8070 170.0 889 170.0 701 /m0 7083 170.0 707 1669 1768 170.0 678 180.0 1188 INA 030 123-8 7166 158-8 Ste 1113 71W NU 012 Mr 1158 144.8 908 79.4 1166 1M.8 908 s9A ti58 144.8 806 � (y) O J 8310 Sm0 170-8 7401 160.1 1071 770.0 860 1873 1061 166.9 6W 110.1 1067 1420 846 108.7 1067 1323 837 08.1 1041 125.7 630 80.7 5051 718-8 0122 88A WW1 110.1 821 s0.0 1061 119.1 821 = to 9810 iW.t 987 1m0 788 139.3 9p IBIS 806 110.4 067 134.0 700 104.4 9V 121.8 777 92.8 967 1528 7W B3.B 957 106.6 769 89A � 1040 760 69.7 667 989 716 60.2 957 9010 7M Z 72h 1267 9w 13013 boa to7a ea 1742 e64 w.e 604 tma Wi 644 e61 w.4 680 116 604 e4.1 eeo 81.4 604 70.e 641 ass Bol 723 0173 46.0 eo4 840 820 403 B6t �.e 516 j Z 9 7610 100.4 722 11{A 870 013 722 W3 818 783 722 86.3 806 BBA 722 78.7 69s o0A 722 70.3 bee 0147 722 66.6 580 46.8 722 t8S 670 38.7 722 68.7 666 342 722 662 LS 78Io 1012 685 106.8 No 81.4 685 89A 666 723 886 mb 577 W-3 888 70.6 866 583 886 81.6 680 50.5 686 841 668 422 685 843 613 362 885 61.4 8p 31.8 686 50.7 698 � 91110 �A fi18 88A 4p 84A 616 WA 448 47.1 0115 50.1 M1 41.2 616 44.7 434 3" 618 448 428 93.0 616 37.4 412 27.6 515 33.1 413 23S 515 30A 4W 20A 515 20.1 484 BBh 04.31453 WA 404 453 493 17.1 S97 348 453 41.0 381 339 453 88.4 386 302 463 320 379 27.2 463 30A 374 228 453 248 888 19A so 183 24.3 380 t7.0 457 22A 358 O gr tOBh 38.1 788 3A0 323 31-8 965 ffi.8 318 272 368 28.4 313 23.6 358 283 308 212 366 227 304 19.1 380 20.8 300 18A 886 140 269 N S 111 h 38.1 336 36-8 908 20.8 378 30.7 301 141 338 241 207 220 338 233 283 19-8 338 20.0 209 52 1T-8 378 10.1 266 120/0 27A 280 28.3 281 253 290 23.6 7B0 18A 260 20S 268 17A 260 182 263 14{ 260 tA4 249 U Q O '4410 16.1 201 its 168 III A A TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA: S`- 0' IY Ant rC*Dadtr Table ANCHOR CAP.,,o,o., See60at0 27x 4btetae 36kC=. Rdbw cuu F6e cmu lY Mad (DP-)X C >=ANC'HOR CAP.,,m Yeas Ek S11P 1940 94'86 Eko Mstea et28teet w291eet MULLION AP. BTA pnehorCapPettam6 Mr.RarW SIMBkotle•em weEkouLwon LIM9nCEkoU7rsm v4•Ekouaracm uMmm A>�or St-(MS-(r46I 8tmr(3s) UBETWSFORMULATOOBTAHJTHE'ANCHOR FnleOmad 1914• 1 14W 1 r 2• 1-114* 1.414• 7114• 1-ve' 1-114• iW z 14To 8' 1315 wdae ACTUAL RE33URE REQUIR13aENT FOR TRED HE zAnt=@ 4751An 0.c. 810000 or 013et CAP 01%Q SWIM SWOS 450 b6 Boo b6 tea Mot 2W to 354 m3 140 974 ba 884106 b6 941®9 ftWA OPENING.WHEN R IS LOWER OF T EHE SELECTED 4 Atenola@ 1.15 Mh O.0 ISttemltl(or OW)CFO M 2) 460 be 7m to NIA wA WA WA 980Ea Nat t9A N7A wA NIA 6B2b9 S CAPACITY N.IT OM THETA MINIM THE SELECTED 4AmIl"0 N10.C.Igf7s6MWLIIPsr6a49X Ma" 7mma swe Imes tepee,+ M_ 6m6a t+m 74ro16e 70bs MRS SBOMB 66aos a MIA LION.IT WILLYIAYBEU USED Nth 4Arc1a»@o.e,•wna.c.ru1`Jp.ht0.129 A1o6(FIg 4j NIA WA N!A N7A R/A_aWA Rot WA NA WA NM 124-8WA "Man CAPACITY WHICH MAY BE USED TO QUALIFY tAneherr (Fla 6) 198b3 196me 27Aos 445901 B22W 175 Ds 140/001 inmS WOlte 1W 6w 8920e 47996 1701e AODRIONALANCHOR OPTIONS FROM THE 2Antltao@L78'alrt O.aJFCA(N s7 210®9 356 ba N!A NUt N!A WA 190hs WA WA MN tYA /0A 34190 ANCHOR CAPACITY TABLE PRODUCTREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. � *��•do m °Ao e uto No tfo.6218.03 FIGURE 1: FIGURE 2: I--1 280'-�I ran DoteBY /LbZ1 TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 91jL0®WVE�,eE%2-4F•OROENE%%INSTALLATION METHODS. Miami PIIII } R-�' t111I1f1/ •2)LINEAR&TER%4AT23N:EI Mgt MQLL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. . O�LIN•LY.N,Mk;"L1 1, • •• • • • • ••• • 31�' FIGURE 3: 141UL iQQII��AT4D M�LLON Q.IP33HOWN ARE NOT TO SCALE.FOR EXACT 131MENSIONS,SEE '••it ; 'N� •CEE�R1 11! TdeBE DAILLIOD R#*IE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS PIC.55705 • . CUP BE U9�T SHOWN ON SHEETS 21-29.FIGURES SHOW SUGGESTED,APPROXIMATE FIOLE LOCATIONS. yRrr. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • GRM4pLFRLEDCOMCREEBLOCK UWq(cMl�SHALLCONFORM TOASTM C•90.WOOD SHALL BRA �' FIGURE* FIGURE 5: FIGURE S: • •'BE ESSURE-TRItTED Y@LLOW SOUTHM PINE WITH AN SG OF 1155.ALUMINUM SHALL BE J' • •• 80 AAtt��77 BE INi OF.1 AiKx4,!B STUDS TO BE A MINIMUM GRADE 33 AND 1.25'X 3.158'X 288•MULLION ' r` •..L GRlO •'C7 •. 7}OCIT(18 UO S IJL�U ;f BE AT LEAST.'125'THICK AND A38.ALL (t-1/4•VF MULLION) '��'/p�A1. •• ANONOR8 IT (�'AL EXT AT 3 SCREW THREADS BEYOND THE MATERIAL. rr�r N10---------------INTO WOOD MAYBE STE 18.8 S.B.OR 410 S.S. A.LYNfO 741/1!/tt[P.E. FL P.E.O 58705 ••• Is e • • ••• • • • • • • • Is • • • • • •• •• • • e •• •• ••• • • • ••• • Is TABLE 9A � M9Nen Cqmft Table 0P"nilgWIdMOowwwr 1DDe0yBP 6aua1osm)or d1gH9gh1(1arhwbmnIays2elnitgnuftm) tt� 591. 6014 Tob Bot" 901. 1001. . t2ob Nom 16013 bS b R"u-9 71 1100"m Rmmwbr Twffft 9. Re6ten9tM TvPTem9. ReetenrAw L4WWMQ. Ree14490er T•Pnbeep. Rrofal9utet T•Prr6mt9 Re616tt911or T•p7den9. Redtm9e6a T•Wa1•t9 Roet+epdv ,mPTNnp. 1.28 x 3.25 w-ft wft lmdt9 L0eeb9 ImdN9 Lamm Lmrttq Laaft Lm•t• ow 1n6809 Lmat• 1m2n9 Lasa'ro 101ekq ►meds Lmdrq Lm•rt9 Y 111 1 is 111 1, 1 ll, 1 111 1lt, 01 11 11 1 1 1 to 1" to 426 170.0 920 170.0 436 170.0 1M ,10.0 178 170.0 888 170.0 BOB 170.0 892 1740 619 1700 1118 1740 C21 1632 1115 17x0 621 127.7 1116 1700 521 1028 the 170.0 621 m.8 5118 170.0 621 M1. 1700 708 1700 621 170.0 BW 170.0 6& 1W.6 0m 17&D 530 118.7 878 17x0 661 130.1 978 1100 677 117.3 978 170.0 eec 07.9 WB 1740 660 83.8 916 170.9 810 713 678 170.0 580 50,826 b 1700 741 1700 683 170.0 838 170.0 831 15&7 an 1M0 sm 134.9 827 imb r08 117.2 927 159.1 899 10&5 847 1682 698 87.8 027 16a3 686 75.4 927 1682 m 890 627 Is" m 64 b t7a0 787 1740 81II 15ca 8o trac BBt 132.5 8W 1630 883 116.9 888 141.8 � 103.0 989 134.0 660 W.7 BBB 129.6 861 77.3 858 1%B 832 88.2 889 1483 862 87.9 869 128.6 862 W I 0 Win USA 748 153.8 8:.11 1114 748 1323 820 1029 7M 1n.B 8� 693 A9 7W.8 698 70.5 746 tD1.0 5921 . .8 746 080 W 59.7 7M 4132 683 512 746 93.3 541 44.6 748 013 583 � � y pg esb 128.7 877 1320 678 1011 877 1132 665 84d 877 1041 666 712 W7 91.4 640 88.7 877 88,4 638 810 W/ 81.0 G71 61.6 877 77.0 628 M.2 877 75.7 693 95.7 BT7 78.7 620 F•• J Q 681. Ta-ye. Bn 114.1 630 M.7 817 010 519 76.9 617 88,3 609 W2 517 763 600 W0 817 720 M4 69.8 en B&T 489 N.5 617 BL4 483 38.4 817 89.7 482 318 517 617 482 = � 7210 843 616 87.1 460 811 6M 742 m W2 510 552 432 510 510 68.8 4M 48.1 518 54.2 419 41A 518 50.7 414 310 616 MA 408 %5 618 M.0 408 %9 518 450 406 ? J p ? 7819 700 088 717 408 69.7 620 388 bot 486 Bt0 390 M.1 186 M.1 381 3&2 488 45,3 We 352 465 422 374 294 486 882 387 'M2 465 383 384 no 485 382 393 � J ,kgIIT,t, LL7l g 76N 85.2 441 8&0 9BT 60.6 N1 57.7 379 4&5 411 H0.8 372 4411 Mt M.4 908 392 at 41.e no 32.8 441 98.7 350 27.2 MI 810 348 23.9 141 5/.1 918 %t Mt 39J 3M a- Seem 12.4 112 418 He 3&4 392 87.0 280 30.3 992 323 281 28.5 832 253 280 =4 732 25.1 27a 21.2 332 24.1 472 17.7 9R 21.9 288 182 992 19.8 282 113 334 18.7 280 � t• ea`- C Or 061n 0.0 �t 95,9 260 %1 281 902 468 26.0 991 %4 289 21.9 481 79.6 2M tB.t mt 21.9 20 170 281 490 211 t10 481 121 238 17.6 281 150 232 i3 _ Col. ?0.3 210 %1 406 203 Y90 21.1 406 n3 490 1&3 201 154 230 18.2 tee N � 1111. 228 218 %1 1W 1&B 218 18.4 181 b.2 215 1&B 10, 14.1 218 14.9 168 47 no[A 17.9 IW fB4 in NA iW 182 7W X 20 21 Q 0 tNpO� TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: g U0.' It Anchor Tabu ANCFK)R CAP.,,,,, $ 81ae1mta 27kcamew 3.51,cm. FbikreC2A1 jWA PTN•6oe mew (DP-)X( vpNCHORCAP.,w10..88 Eb0 O/18't8m f1081etl M2 81ee1 a121tteetMULLIONAmffwglw tmteom u4•EboNUmm anrefaouaaam v4•EoU@•em untmeta Awatmmm eata9(05)SON(osl 8ma PM USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor CUP Paftnm ANEop txmumm Onk T Z-ve ,• 2-tw 3.1r8• r 2-,rt• ,' a•1a' T sv9• a4e• 0.66• e.sa4• CAPACITY REQUIRED'CORRESPONDING TOEm6aNe90 ,.0.+s• 1.310. 14ra• ,Ora 2' t•tH` 1-W' ,.i0.• t-Im 11/1' 1-V4' tale' 14W 1966. ACTUAL PRESSURE REQUIREMENT FOR THE 2 A07tcr6®4.76•ask�as r e�ama atfees d4 frlo.tk 39Dme mem 450 me 890lbs somme men 2mbe 364 ft Mme 374 ms seS Ba 34/ms 442 4s OPENING,WHEN ff IS LOWER THAN THE MULLION 4An 1-211�6 .GIstwK t6(a 01xe6 mD(Pq. 480 Da 700 ma WA NIA I wA See is NrA NIA R/A Nw60IM easlm ttso2e CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AWMa3•Nb.O.-BI446Anpb4C9al(Fi9.8k 78016078Dm6 890Im "alb 199869 5ame 58066 ma 7m am 745 ms amm 882am Beams 1120 Ste MULLION,IT WILL YRW A MINIMUM ANCHOR 3 Acd=0O34.6tm.O.C./1149iV,1.m.100•Akrm.lR0.4k WA WA WA RIA WA WA NTA MR NIA WA NIA WA NM WA 950•s CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aroi6fl F•O8p(FIp.6k 19590 195160 27566 N6 ms 622m1 13666 ,4ome 17760 370M 1 187 mem 93261 47310 170 me 421 m6 280 tm ADDITIONAL ANCHOR OPTIONS FROM THE 2An40a6 t.ttP'9ay.O.II/FLYIP(Flp.B 260.ems 17866 WA NA NOl WA f9Dme NM NIA WA WA WA M90 Mtm9 68DOs ANCHOR CAPACITY TABLE PRODUCT REVISED as cmitoyin wish am F(atds BuiAew�e�*-C)zla.0'j FIGURE 1: FIGURE 2: TABLE NOTES: 1�� Dwe L, t • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION jHl Dade Pm to Cd ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS I f 1 i 2)LINEAR INTERPOLATIOWEWWMN M LIV GRIP AA•D*01MG WIDTHS IS ALLOWABLE. `\`�`��(1,YNN 6r��J� FIGURE 3: • `d� ,•u�,,�'1^�� _�-•y 3.260' ;•' GENS ANGLE 3)MULLION AND MULL CLIPAII-s�01y Ta'IE niVT'�•iA4Y0 FOR4EXAC7 DIMENSIONS,SEE >. J P •'• SHEETS 21-23 HOLES T D FI�7LD4FOI►DY+>MNG DINIRW3IONAL RESTRICTIONS is CLIP MUST SHOWN ON SHEETS 2 jF7jTGyPiEar SHO)Y48UGGESTED)APPROkAgATEHOLE LOCATIONS r: No.587Q5 _ BE USED IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND r' FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C 90.WOOD SHALL 1.too• U '• �r2 U./` BE PRESSURE-TREADED Y W 30UTHEF jV PINI WITH AN$O OF 0.698 ALUMINUM SHALL BE W63-16 AND BEA BVII,R�m{r5U6�rwr THICK•STBEL STUDS TO BEA M GRADE 33 AND 6GE& 1.2SX3.26'X.,06' ri�'�n.........••.t,`; 046•THICK(18 0!( STRrjCTURAL STEBt TOBE�IT LEAS141 I D 038.ALL ANCHORS INTO MET"HALD MMIND A'NLEAS=3 3�RLIN T�(R� ND THE MATERIAL. MULLION ttA)�L.�;�•. 010&#12 ANCHORS INVO WOOD MAY Bf JTJEL,I#4S.S.OR4yl S.S. • A L"-t4MILLI�R,P.E. •• • FL P.E.#58705 • • • ••• • • ••• • • • • • • • • • • • • o TABLE 10A � A91Glon CePawT•bts(m9m OpardnpWidth Cbrvmtb ygmr#e0nuftm)4AOmbvH48pMOr 1017041115) ice 50h 696 70h 1 801. 1 906 - b01. in In 1696 1606 12823J16 Ro6�oW TrWrd.,g. R-MWAR Twou.-I. Rotl/npOA Tm fd®p Roel•g tw Tmprrdoo. RatlnRior TNOMES Roodm T� . Re oww Treprrk" Rleunoular Trep7fdnp. RKIwalu Trwl". S r Loaft Loft L ov LOX" L-ft LopdA9 LOK" L.Avo La ft to-" 1D4d9g Loftlwdhp lmdhg LoWlnp L-*Q �a cR3 1.0114 1 Alam Tube �.. 'p@@- 16 g�, g,.. �Y• �y .y�{• �y fig• fig• �.. �.. �• '� �.. ., ,r )IINQI•A 8 �'�. 3 3� 3 d�. @ P� B•� @ @� @ �� '�. �. � '>�. @ � �� Y� LoN g 3 8 a Y s0. s0. s0. 8ll g s0. s0. ruO 126 t all 620 110.0 436 170.0 169 IRIA 478 170.0 00 170.0 MIS 170A 992 170.0 679 170.0 1116 170.0 621 170.0 12M IMS 621 170.0 1488 170.0 621 170.0 1196 1700 521 170.0 1983 170.0 631 LU 4Bla 170.0 708 170.0 94 170.0 NO W-0 6N 170-0 972 170-0 639 110-0 1133 570.0 687 '"A 1276 170.9 Bn 170.0 1411 170-0 680 170.0 1700 1700 WD U93 1979 170.0 680 1.06.6 t8T8 170.0 660 � aL N 60.67E 6 170.0 747 00.0 687 170.0 NB 170.0 631 MA 10x6 170.0 5N 170.0 1195 710.0 723 Ink 1345 17x0 747 110.0 us 170A 768 170.0 1190 170.0 766 152.6 tB7T 770.0 768 133.5 1871 170.0 768 U 'p N6 110.0 797 170.0 812 170.0 NB I)OA 681 1MA 1118 00.0 IN 119-0 Ins 170.0 In I70A 1434 170.0 937 170.0 104 /TOA 699 168.0 1769 MA Nt 04,1 1769 170.0 861 1171 1769 119.0 681 O O sola 00.0 685 170.0 701 InA 1953 170.0 797 119.0 1240 00.0 918 170.0 MIT 170.0 694 1811 1811 170.0 ON 116.0 1811 170.0 1087 120.8 1611 170.0 t069 193.8 1691 119.9 1063 69.8 1511 170.0 1083 (((C///JJJ1 1007 ,{{G 891p 119.0 990 170.0 7/5 770.0 1718 IM.O 860 170.0 1341 170.0 919 INS; 13M 170.0 1016 139.2 1370 170.0 1016 W.3 t6M INA /692 INA 1370 166.8 IOU Bab 7319 165.3 to" T83 1319 156.3 1019 S2 0. Nin 770.0 9r4 IMA M iT0.o 1169 IRS 803 165.8 1218 170.9 1082 168] 1216 169.6 1013 121.1 1218 147.1 1069 1089 1218 UPS In 9916 1348 130.0 878 nA INS 120.0 876 69.1 1246 129.0 WE Z to y4 �gg• � 726 1679 5048 170.0 818 139.0 tQ19 1691 692 110.9 1049 1721 BT6 104.0 1049 178.5 860 991 1698 109] 848 83.9 100 102.7 836 618 1949 9L9 826 69.8 1699 912 820 52A 1699 87.1 970 J g J 7 D9 Mia 142.7 NI 119.1 Ba 118.9 691 87041 865 101.8 691 1111 191 02 Ni 100.0 7n 79.3 Nt 69.7 788 714 NI 85b TbT 69.6 691 nb 769 61A NI 74A 737 44b 691 793 738 .� Z lain me 5N 137A 763 110.0 IN 11049 787 693 894 102A 163 699 894 91.9 740 13.3 694 WA 790 88.0 04 703 721 65A 891 19.7 101 47.1 691 67.0 191 41.3 895 69.1 698 � � V Nin 69.9 an N.T IN 11b alt 749 586 SIA 871 66.3 576 617 071 6042 M 47.7 Nt 0.9 BN 43.0 671 48b 651 3" 971 43.1 639 30.7 art 39.7 631 26.9 811 US 628 ONp. Q 6��VV3 O BBin 199 690 12.9 621 69A 690 61.4 618 69.8 681 66.1 609 69.9 690 47.8 6C! 993 690 43.0 469 35.1 680 39.8 QB 2a6 00 w 4n 693 669 91b 469 721 28b 469 X 06 p 4086 48.7 469 69.8 421 41A 699 420 4U 69b 469 37.1 408 ILI 466 X11 402 21.0 699 29.7 385 24.9 468 27.1 391 207 469t:l 17J 469 213 376 16.6 A88 19.8 310 N �441 H.7 400 362 Nl 393 30 32.7 H1 34.1 317 28A 441 30.2 382 26A N/ 271 319 22.9 Ht NA 372 19.1 69 3M i8A 691 493 356 143 Ht fT.9 191 W 3389 US 33.2 369 $02 379 3/A 339 269 318 28A 931 nr JM 29.1 928 20.1 378 213 326 tat US 19.5 321 15. 314 iHh 21A 20 212 242 1TA 782 O.B 299 0.0 20 15.3 06 {( N� �O TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: -K pnaborCape4dy Table(IM) AN CAP.,,,.m. swouatg 2.7kC=tde &b9cnt. No7eeCMu FAe0Cd11 PTwe00 mad (DP)X( ,=ANCHOR CAP.„, dIV Van Wlm Bco eAV Sto v4.8s Eito 610 Ned •128te01 •1839®1 MlAL10N CAP.,o,,,,.. AR91MrC8PP 011111 AtltBafi TIVEltoU9tscon 114.191o136aKa1 Urnton 6I18'6Aotoncon Ileftoultatco0 Utmron A000d0f BeapT(GB)ssree(C atmff(00 USE THIS FORMULA TOOBTAIN THE'ANCHOR Eo9en3113" r 2-vr r I 2 Ur &1/8' r 2-vr r 2-1/r r me r 0.49• Ob/ OAW CAPACITY REQUIRED'CORRESPONDING TO AN Em9 t tsr4• Islr i 9A• taro• z• t•tr4• 1-vs 1-vs• I 1-v4• I.VC 1.7/4• r 1sB• tsre• 7.068 ACTUAL PRESSURE REQUIREMENT FOR THE 2AMOD•431478•LOM1oalgtuAaaaOMlC9p(88.1) Ink 8904o 4MM3 Mile IMM MW to b 40506 274 Me IN DA 9486• 1706 mB 6606• OPENING,WHENRIS LOWER THAN THE MULLION , 4 Anetm 431.18.7693 o.0/emrdale QlrrnmOc�pTtF 2) 480b9 7709.0 NfA WA RIA RIA 3MIts N7A NIA WA WA WA 882 MA 8699• 112046 CAPACITY(FROM THE TABLE)OF THE SELECTED dArcMro®9.6993 O.C./T172t6Alpbt9p9/ $ 719109 78046 69Dw6 Iaso 706 7696.6 690 w3 6W4e N!A 760106 746709 8901119 1892 Ob SUR -an 02)4e MULLION.R WILL YIELD A MiNIMUM ANCHOR 3Artla9®OA4•MRO.C./U 6m.mo•alee.(FIg 4) NIA NIA NIA luA Na NW WA N/A N/A RIA WA wA NA WA 1160•a CAPACITY WHICH MAY BE USED TO QUALIFY tArcror/Prbp dx mine 19646 2251ts 40 In 82246 was 140 to mm 870101 7679• 9329 47070 11946 721706 280.6 ADDITIONAL ANCHOR OPTIONS FROM THE 2AnUAA�1.iS WM1O.C7F ?AO Is 91940. N(A 6981 6991 MIA169 411 I4/A 141.0 696\ WA 769 34146 44246 66098 ANCHOR CAPACITY TABLE. PRODUCT REVISED w camptyins with ft FWi9• Aadd'p,g Coda ftb2,,�g' FIGURE 1• FIGURE 2: AcWTABLE NOTES: 1.260' BnD • . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Blban ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLA�TIIO,N�M,ETHlODS. 2)LINEAR INTERPOLAT10NtBE11�N 1$ULI�LEIYC�*v 1141 gr�EN•NG WIDTHS IS ALLOWABLE `; \nNY•4.... FIGURE 3: •• • • • • • •••I•tc.GNSE '•.••1 ANGLE 3)MULLION AND MULdbis1 CLiPS•5�09y91 APE NPT i0 9CAlt.FORIDWCT DIMENSIONS,SEE 3y60• _ CLIP MUST SHEETS 21-23.HOLES TO EE DRILLED N TWE FIELOFOLtOY11N0 DIMENSIONAL RESTRICTIONS No.53/051 BE USED SHOWN ON SHEETS 2*01a.FIGURE!SHOW%UGGES'IES APhRAk6iIATE HOLE LOCATIONS. •.' 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 O U 6- FIGURE 4: FIGURE 6: FIGURE 8: BE PRESSURE-TTRREEq�ED Y�l jQW SOUiHEpN PINK WITH AN 6F O.bR ALUINtNl1M SHALL BE �4• '3� sssYYY�TL .,•t,. • 8063-T6 AND BEA`piFIWUM QF.100'TWICK•S78EL8TUDS BEA MGRADE 33AND :u�c •.FCORIO�. �('h 046•THICK(1S GAYGF STRBCTURAL STEO-T BIT", I Cg A38.ALL Sc� L ANCHORS INTO METP LBSHAL2 EXTITID -FLEAq 3 RE EIOND THE MATERIAL 116'X 3.26•X.824• r�/ ()iVAk 71 i #10&012 ANCHOR 1.0170 W�MAY I WEL,I &S.OR 490&S. • MULLIONA LfIdNI1M(ILL�R P.E. FL P.E.#68706 • • • ••• • • ••• • • • • • • • • • • • • • • • • • TABLE 11A � NI101on Cepaslly h61e(Q1e1R7) Opsltin01Md9f(6r9eRbrelLr•6peldtq midol am)orOpoom Hei01111(1brd9dmr29TyspsalilB u01TOW) ltd' bar BIW 701. Wb Wb 100• go In 140b 160b 6S 125[3A4 R.el.n0d• Trept7d eg. R4dDv8d• T•9rrdmB• ReWvOdu Tmp7fd•e• R.vl.epuM Twrd.n8. Rubmin Tnrylyd.ag me gviu TWT&V. R.ct.npW.r TrapT-v. R.tlmed.t T•10Td.M. RxUn09n TloPTft6- p o Loaft 1.6160 Lad1• L".Wtq Lad9p L.Sg t..Mm Looft tooft Lae" Lwdv9 Ladkv In.B•p LadoO Lading Las" LaeRnO 1.a6ND 8� x•uA d AIam.T9W $.. $1 1$.. $ $.. $ $.. hl $ Af ,Ihl I 1 o f41n 170.0 820 1700. 436 1M0 1M 170.0 178 170.6 BBB 178.0 608 170.0 62 I 170.0 618 1700. I1M 170.0 625 170.0 12+10 I 170.0 621 110.0 NB 170.0 I 621 110.0 1796 170.0 ISI 176.0 180:1 770.0 621 41W 170.4 706 1700. 524 1709 850 170.0 684 170.01 992 1740 630 110.0 10.3 170.0 861 110.0 1276 1700. 67r 170.0 1417 170.0 BW 170.0 1700 170.0 880 IMO 1003 170.0 610 170.0 2M7 IWO Ba LUty Sunk 1700 ra 170.0 sm 170.8 1618 Ina 631 170.0 1016 tmo 884 110.0 11ffi 170.0 723 170.0J346 1700. 747 170.0 1484 1100 766 IMO tTtl tM0 768 IMO 2022 170A 766 tMO 2391 170.0 768 to 61W 1M0 787 170.0 814 170.0 866 170.0 881 imD 1118 iM0 764 170 106 170.0 ON 1M.0 tl% 1M0 897 171.0 1691 fMA 856 IMO 1913 170.0 111 170.0 2291 1700 861 160.2 2403 170.0 61 W so In 1m.1 885 170.0 101 170.0 Ntl 170.0 787 170.0 tm 0.0.0 Ile 1TOA 1417 170.0 984 170.01894I 170.0 996 t70A Im IMO ton 1M0 2126 110.0 1089 148.9 2163 1T" low 129.0 203 170.0 1081 ��• � tD 631. 110.0 890 1M0 746 1Mo 1118 170.0 860 170.0 1362 1700 840 1aA 1481 171.0 1015 1TO.o 1679 170-0 1076 Im.O ISIS 110.0 1122 1589 4060 170.0 I= 134.5 mo 170.0 1111 117.7 2060 IMA 1171 pWp.� 1700 ISM 170.0 am 170.0 7 WIT 1Mo 9N 170.0 788 110.0 tue 00.0 809 002 170.0 1086 1Mo 1163 170.0 1166 USA ISO 1T" 1210 1530 1988 170.0 166 1228 1988 1100 1286 107.2 1988 110.0 1418 � V2� $• e`'' Z J 121n 1700. I= 170.0 816 1700. 1276 im.0 1008 1W.0 NSB AIA 1128 iM0 5700 170.1 1228 1&1.1 5791 170.0 1316 136.7 1791 188-0 1968 IISS 1734 IM9 13M 89.1 1734 1604 1339 88.7 1731 1901 1352 .Cr• 78W 170.0 IMF- 781n 122 110.0 897 1M0 t9B NOA 1080 1685 1558 170.0 INS t17A 1668 18'61 126 131.1 1658 161.6 1268 117.9 1639 1413 1261 903 1658 748.3 1229 M1 1566 127.3 1219 73.7 1658 1211 1216 � Z 781n 110.0 1161 170.0 867 1700. 1981 170.0 1116 155.9 N77 1883 1245 135A 147T 152.0 1224 1212 N11 199.1 1408 139.1 1411 USA M91 80.8 1471 118.9 1159 71.8 NTT ItO.S 1158 61.2 1477 a.3 Win 1420 tta us$ 61 1104 1110 1218 96 ISIS 1110 1073 61 188 1110 8L3 938 TBA 1110 87.6 927 71.0 "to 10.1 DID 842 1110 713 891 603 1110 BSS 876 44.4 1110 623 170 Ip Q O 981n 111.0 976 1203 072 87.6 816 alb ISS tl-0 976 Be. 842 731 076 71.6 I28 BSA 916 711 917 58.5 975 55.4 SOT 408 876 tlA 789 41.8 875 623 7B 386 816 483 787 Z •-• 108tH 622 775 01.0 886 81.6 711 10.7 886 SB7 711 61.3 874 610. 771 61.3 881 157 771 480 86 41.1 Tit M1 817 343 711 38.0 092 10.4 TTI 36.0 821 26.1 771 32A 612 ? 111E 76.1 730 113 161 615 790 660. 850 64.1 790 663 640 473 734 428 831 421 730 46.1 622 9/.9 730 41.1 814 316 770 6.6 BW 41.0 730 319 688 217 730 29S 61 N M Y 520 im 699 621 81.0 689 499 624 611 550 428 621 44.3 652 37.6 621 39.4 614 SIS 624 953 697 30.0 rN rl1 631 26.0 821 97.7 619 210. 814 21.8 669 187 646 2216 601 3 144W 34.7 433 36.1 400 489 493 2BA 96 24.8 437 284 980 21.7 433 97.4 36 iB3 539 200. 381 129 493 591 378 Q H j Q a r G TABLE I IB ANCHOR CAPACITY ADJUSTMENT FORMULA:Subs �tY Ant 3AMR {6ecity TeD1e 1N4) ANCHOR CAP.d,,, trate 27609tcale 86kC9e6. FneaCAlll Wa68 BIe19 (D�)X� )=ANCHOR CAP. •ta Eleo vr3967to Ina eteo yr Be Elco eta 6369 SMSW SIMON MULLION CAP.,,•.,,,, MehorCBpPetlbm• Arctl Tfg 3na6coVereem vrElcouerecon � snaElww9etn vrecovmacan Uftm Aggreo9lr &16•t06)9rns attdr(ci3 USE THIS FORMULA TO OBTAIN THE•ANCHOR asl9ce r zarz 1• 2-vz 34M r 24#' I. 2•v2" z 3.71' z ur 6.64• D32r CAPACITY REQUIRED•CORRESPONDING TO AN 8m1c9nad tact lair fart• 1a�r r avr t-vr MKIANA 1-1141 144 7 1666• 1sT woes ACTUAL PRESSURE REQUIREMENT FOR THE zAnctr•.®476 Mta o.R r BteM•O of ap t) 9DOh 3W 1e 450 h 800 h 1614 h h 2a h 974®5 664 ws h 911 h 442 h ISBD h OPENING.WHEN R IS LOWER THAN THE MULLION IArch99gt.t6. O.c.rel•1oaN(or01Be0� 9$ 460H6 70018 NIA wA RA wA 9BDh w0. w0. t9A 80th 865h 1120991 CAPACITY(FROM THE TABLE)OFTHE SELECTID 4Atemn 3'YII O.Q/(�296A1•kCtpsf(610.61 76613 760 tom 6BDh 1680- law- Sale 68028 745 DID 88DIOS tw4os 682Ro Beg- 112DRO MULLION.R WILL Y03D A MINIMUM ANCHOR 41Ut91D884S0A1•Na10.0.rU421p,1am.10a Nma 41 NU w0. w0. w0. w0. N0L w0. NA1 w0. w0. Ndl w0. 128Th CAPACRY WHICH MAY BE USED TO QlU6LJFY t AIDI•rr t-WRI9� 195" tfh 29th 448tH 5522- �h WKS WD's 39th 47928 7Mh 22128 210IS, ADDITIONAL ANCHOR OPTIONS FROM THE 2Aneln• IIS KM1 OOIF•lnp ei 25028 0550- w0. wA NTA Na tWh w0. I WA w0. 5511- 44th 5580- ANCHOR CAPACiTYTABLEPRODUCT REVISED a eanpiTilkX with dw FIw& 1.250' DAII UOcIft e'pas'. FIGURE 1: FIGURE 2. THELE NOTES: t • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B7 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. iN Dade Product •• 5111�1It7 2)LINEAR INTERPOLATIONSUET•11EO41JrR 2p%G?j 4D4OQF&&G WIDTHS IS ALLOWABLE Y N N FIGURE 3: • �` n` .•.. [(. �i 3)MULLION AND MuLdbw CLIPS� 41.E • • • • • 3.84• '��* •'SCc.NS�•'•.r� �� ANGLE (s S W�»F NCT TD 9oAiw F�iFJINACT DIMENSIONS.SEE CLIP MUST SHEETS 21-23.HOLES T DRI IV THE FWLD VOLROWiNG DIMINSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 2W FIGWWS SHOW SUGGL•STEDPAP'ROMATE HOLE LOCATIONS. No.5fl705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �• : U_ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 680.WOOD SHAD. FIGURE 4: FIGURE 8: FIGURE 8: BE PRESSURE-TREAV-D YI;"V SOUTHERM PING WITH AN"OF 0.SPALLUNUM SHALL BE .024• • • OD83•TSANDBEAWI11QM QF.10WTHICKdSTBEL9FUDST(9BEAIM GRADE 33 AND ��'c�'•.FCUf250.:.,•,LC! • .045-THICK(18 GAWE)DSTRUCTURAL STEE!TORE T CI�NJDA38.ALL "'/ON C • ANCHORS INTO METAL*HMMEXTEiM AISLEASt3 18 EYOND THE MATERIAL 'rrr/'/ONn�-��. • 010 8 012 ANCHORS IM WO48 MAY SC VJEL.1*8 SS.OR 410 S.S. • 1.251 X 3.94•X.824• A.LYNN MILD-P.E • •• MULLION FL RE.A 58705 ••• • • • • • • • TABLE 12A Utd bn Capacity Table - Openl6lgWid(hftverffll n9 nidlorw)orOp9ningHeight(brremD01ar•) w NN Nh YON BON 02IB 500h 1201n 14084 INN ReMa�Ber 1tepRdmlQ• R TmpINm1B. P8o1•Igd9r Tmp191••. ReoNnpisr Tm ffd.0 Red ww TmpmN10. RB wodw 7te(VMenB• Re0U08010r 1MplTdenB. Remm r TmpRden9 Reot•guir TmpfTd•�B. IS&f 4 2X42518 Lowarm ws&gp UaedM1B■ 6•aNg X89 cwt Los6w Us1•q 6aadhg �aang LOedno L4ad�e 1•e•n9 L-ft ■ L•emg LeeanB 5aedn9 L �Y 11 1 LO fill, fill, fill, 11 1 1 -f h 11111 C11 ilo i FIH 111111 0) 1-91,0 W Fli- 42In 170.0 829 170.0 498 170.0 744 170.0 478 170.0 BBB MA 800 1709 83 170.0 618 190.0 1118 170.0 01 170.0 1240 170.0 621 +70.0 1188 1 170.0 1736 1700 621 170.0 1985 57.0.0 821 0 r 48 in 170.0 700 170.0 60 MA 080 170.0 ON 170.0 997 170.0 610 170.0 1135 170.0 881 1700 1178 770.0 871 1700 1417 170.0 660 170.0 1700 70.0 880 170.0 1889 1700 880 170.0 2ZB7 170.0 880 50026a 170.0 747 170.0 685 1YOD 898 1700 891 170.0 1018 170.0 884 170.0 1186 1700 7m 1700 1918 1700 747 1700 1494 70.0 768 170.0 1719 170.0 768 190.0 2082 170.0 788 1700 2]91 170.0 768 84 h 170.0 787 170.0 852 170.0 988 Inc 891 170.0 1118 170.0 761 170.0 1276 1700 80.1 170.0 1434 t70.0 097 170.0 1891 170..0 608 170.0 1913 170.0 881 170.0 2211 170.0 081 1700 2684 170.0 881 m 8084 170A 663 170.0 701 170.0 1089 170.0 707 70.0 1240 170.0 678 170.0 1417 170.0 044 170.0 150 700 888 170.0 5771 70A 5033 1700 2128 170A 1003 170.0 2479 570.0 1083 1800 2860 170.0 1089 m N BSN 5700 890 170.0 TSS 170.0 1118 170.0 850 170.0 190.! 170.0 640 1700 5408 170.0 1016 170.0 7873 70.0 HI76 170.0 1869 170.0 1122 170.0 7191 170.0 1169 tm.7 2845 170.0 1171 545.9 28SS 170.0 1171 'DS ,p BBN 170.0 974 170.0 m 1700 110 170.0 809 1700 13N 170.0 ION 170.0 106 1700 1088 170.0 769 1700 1163 57OA 108 170-0 1210 170.0 2338 170.0 1276 101.8 2497 170.0 5268 182.0 2437 170.0 1288 Z F35p 72fi 170.0 1083 170.0 878 1700 1216 170A I= 170.0 1480 1700 1128 Vol1700 170.0 1228 70.0 1818 70.0 1318 170,0 212S 700 1387 140.0 2184 570.0 1188 124.0 2184 IM.0 1678 1092 2164 1700 189.0 a g� Z 7884 170.0 1122 170.0 997 170.0 1948 170.0 1080 170.0 1670 1700 1mB 170.0 570 170.0 593 180+ 1980 170.0 1421 148A 1984 1700 1606 529.8 1986 181.0 1618 108.1 1980 164.0 1633 92.0 198.0 10.7 1891 7 dg^ CL Scxt 78In 170.0 1161 70.0 681 170.0 1361 170.0 1118 170.0 ml 70.0 1ZN 170.0 ISO 170.0 180 162.7 1084 1700 1174 197.4 1001 183.1 1600 114.0 1084 117.0 1479 022 1881 198.8 110 88A 7641 137.8 1464 -0.3 07 3- mN 170.0 5818 1700 11M 148.1 1996 1680 1218 127.0 130 138.0 1196 141.8 130 121.3 1179 89.4 ISM 1102 IJ62 806 139$ 10151 1147 71.6 1998 0A 1122 04.0 19.00 829 150 OSB 1888 789 5088 ' Q � O 9684 WTA 1228 161.8 5098 122.8 1228 121.0 1078 1002 1728 1112 1061 1720 BB.B 1084 B1.0 138 00.8 t02B 751.7 1202 824 1018 84A 1229 72.2 029 627 1228 BS9 077 18'1 138 82.1 987 N � 0000000 1284 103.6 871 108.0 077 603 9Tl 0A 882 74.0 971 772 849 867 80.4 837 8751 5171 81.0 826 NA 871 608 816 431 871 400 798 3A W7 +14.0 782 921 871 40A 771 N 111 N 9S! 919 0.3 832 79.6 950 61-0 610 86.1 819 T0.9 N8 8 (29 784 63.0 919 60.7 TH 47.7 919 81.8 774 89.7 819 44.0 764 34.1 B19 10.2 742 20.6 910 37.1 732 x 12084 78.6 784 708 716 629 788 8151 700 03.9 780 80.0 06 472 788 40.4 6118 41.9 7611 NA 877 37.7 788 400 888 9151 788 84A 8'A 27.0 784 31.0 841 29.8 766 28A 851 4&7 818 42 064 964 618 37A 498 312 618 812 491 27.9 016 1182 188 ZI.B 648 84.8 478 1151 640 27.8 474 102 610 108 481 tOA 618 172 466 13.7 648 18.6 418 d N 0 0 TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnohorCa W Table ) (ANCHOR CAP.,,v,,,,` ANCHOR CAP.,,, - -•9,�-+ sum091a 79C6mMe 6690mc. 840058442.00 FZeduw PTwo60 6� ( )X MUU.IONCAP.,e,n,• enC EOo v4•SSEZO enwmo vc BE Elio B1:M +826152 W2SIeel AnchorCOp Pe51e1na �•Eke umam N!EkoVBmcm IWSOm 9nc Euo WS6m yr E0ou0mcmAgWemaw 003155 AB9reeaor Btm•(60 91153(Oby ectal(66) USE THIS FORMULA TO 087.0884 THE'ANCHOR CAPACITY REQUIRED'CORRESPONDING TO AN E11pep+tento 65) 7• &v2' t• 241r 3848• I 2-v2' t• LI .14'r 3v9' r e•�' 0'�� ACTUAL PRESSURE REQUIREMENT'FOR THE llmem 1.". 13+ 1314• 1494• r 1.584• +A4' 1.514• Lt-v4• t4K• r r 1 1'20 5edes OPENING,WHEN IT IS LOWER THAN THE MULLION zAn-thm®4.76'60A o.0.161••aS oro mCp(flB 56 mks 48493 BBD DS 16449,4 VOWS 28D 08 36120 740166 374 W3 884 9111 11 g5 44208 08 00 10me CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctla•ipZ.6a•M6i o.c lemndma(aClbeOlap lFlo 9Y 74993 702WS 10093 146695 U24 Nut BW Ae N8� MMS WA eeD We WA �>m 9211 118.085 MULLION.IT WILL YIELD A MINIMUM ANCHOR BArW90f6®1.71.2010.0.4/866982(•OQ1mNAp 07047 BNS 766 D5 194600 NIA NfA 70693 N01 780106 IUk WA WA 1022160 132796 •�� CAPACITY WHICH MAY BE USED TO QUALIFY 4AMIm6 9' 0-a Slam= MM mOWS 5560168 tem W3 8mm Nut 78006 748 RS 880 W5 7082 W5 6621.05 088W5 MOMS ADDITIONAL ANCHOR OPTIONS FROM THE BArch• a•M9LO.O.t 206 Ie 0p I0106; 157025 517008 102.008 moo G79 344.5 94.009 N!A 1140.5 112283 132.025 39995 1@2108 1927°5 ANCHOR CAPACITY TABLE 9Archme®1.84'MIn.O.C.1Utp.hN.f28'Ata4 p327k NA WA NIA WA NLA WA WA 8481 NIA NIA WA 8481 NIA WA PRODUCT REVISED BAnthme0A61Mh.C.4/U CAp,651.0.12$.0201 0): NIA WA NTA MA NIA NTA WA NIA WA WA WA NIA NIA WA 0s complyOy whh do 17aid11 2An6M3�26B'W0.0.OJF4Sp 83907 ffi008 37008 74308 71208 WA is RIA 34805 NIA 44008 WA 64165 442 fb 86008 8stild'mg Cade �f0.OZ)8.67� 9Arcrcle(p 1.91.90110.4fF•Qlp 707 44908 6?605 97808 B79M MW NfA a63R5 NIA 902168 WA WA WA 61+08 68020 810W5 Acoeplenco ND 7 NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. lixpimli CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 2.000' By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4' TABLE NOTES: Mt®Dode lloaluW • • • • • • • j551111111III • • i)8EE ON USW FOR I0FOMON ON LOADING.SEE SHEETS 2-4 FOR �n\�Y,.:...., GENERAL INSTALLATION METHODS. • • • • • . FIGURE 6: FIGURES 2)LINEAR INTERPOLATION BETWEEN MULL I& O$ENWGWiDTNSHIALLOWpBLE 4.000` 'i`' Nu ;,•0705 00 0 • • •• • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE GRILLED ON 'JJ // '� • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SNOW SUGGESTED.APPROXIMATE HOLE Y•..'•*" '$ i• I !` • • LOCATIONS '• 5(/�i F.01° J\ FIGURE 7: FIGURE e: FIGURE 13 FIGURE 10: ANGLE�P 4)SUBSTRATES:CONCRETE SHALL COV511M 70.581301 SPECIWICA4r10Pl3.HOLL10W ANt7GREUT-FILLED CONCRETE BLOCK UNIT .�C •.Fcar.+OF•'�j'; • •• • • (FIGURES S&B} (CMU)SHALL CONFORM TO ASTM C-S0.WOQP SHALL BE PRESSURE-•RdITEO O S PINE WITH AN 90 OF 0.05. "`S'�z O�A� ALUMWUMSHALL BE8083-TS ANDBEAMWiMUM eF.12CTHIQKSTS EL TUE3�j�•B A MGRADE33AND.046'THICK(t8 rX4•X2SMULLION �IIi1i �L1�1�s`� •• • MUST BE USED GAUGE).STRUCTURAL STEEL TO BEAT LEAST.1280*FUCK CHORB O SHALL EXTEND AT LEAST 3 SCREW A,LYI�I(If'M'ItLtr<,P.E. ® � � IN PAIRS •�,y • •• • • THREADS BEYOND THE MATERIAL.370 HA2 ANCFICRS INTO D MAY BE STEEL,i"S.S.OR 410 S.S. FL P.E.t3 58705 • • • ••• • • ••• • • • • • • • • • • • • • • • • • TABLE13A � - Mu111on Capaft T14b1• OP•tdng Yttldtfi(foramtica9yspeMr9 rmAwn)er Opening Heigh!(ta11od2orBstiy~9patr1no mom) C 1� 10th Go 11% 70th eon BOH tooth 120th lain tooth � mmatt TmD • Rectmo ff MWoa g. 1pm Tmpfrft* Rmmga ring. Ratm� TmFdm Rw T @s RSC m R• e,p4a 88Iq � 2x8%26 Lob Lo ft LoaftLoawdn9 L_ Lam" Loaft Loft Loaft 1988170 L•8dtp 1096179 Loaft Lmft Los•a9 Lowing Loa&g Laedtm S't AlumT fill, 1111 fill, fill, 1 11 t- o 42In 170.0 820 170.0 435 120 741 170.0 476 I= 608 170.0 800 170.01 11 1 11 1 11 1 11 11 11 fill 1 11 111 11 11 1111 11 11 W11 11 il fill, if, IV! I to i I BB3 120 616 170.0 1118 770.0 021 170.0 1240 f70A 621 170.0 1488 170.0 621 120 1736 170.0 621 170.0 100.9 170.0 6M � W 48th 120 709 170.0 624 170.0 000 tido 861 ima 992 170.0 090 170.0 1133 17&0 081 170.0 1276 1700 677 170.0 1417 170.0 860 170.0 1TOD 170.0 800 170.0 1889 170.0 8BD 170.0 7787 1X0 680 = N 50.82614 170.0 717 770.0 60.1 170.0 BOB 170.0 631 120 100 imo 804 1X0 1180 120 723 170.0 130 170A 747 170.0 1484 imo 786 tm0 1783 770.0 756 170.0 2082 tm0 758 1X0 2381 INA 766 m O 0 6481 170.0 787 170.0 812 170.0 BS8 120 891 176.0 lite 170.0 764 170.0 1276 170.0 6022 120 1434 170.0 697 V0.0 101 176.0 800 170.0 1018 170.0 eef 170.0 7731 170.0 081 imo 2800 170.0 881 07 ~ BD i7 170.0 865 170.0 701 170.0 1063 120 707 770.0 1240 1790 018 170.0 1417 170.0 00 1X0 IBM 170.0 090 120 1771 120 1033 imo 2126 Imo 1083 170.0 2178 170.0 I. Imo 2633 170.0 foe9 � m 8314 170.0 680 170.0 741{ 17oo ttie Imo am imo 1322 imo 610 170.0 1466 170.0 1016 imo 1873 170.0 1078 17LO IM MO 1122 170.0 2231 Imo 1108 170.0 280.9 170.0 1111 170.0 2870 170.0 1171 IIB H 170.0 674 170.0 769 170.0 1199 170.0 803 /70.0 1384 Imo 1002 170.0 1668 170.0 1086 170.0 1763 170.0 1166 170.0 18/8 176.0 1210 Imo 2339 170.0 1278 120 2727 170.0 1280 170.0 9117 170.0 1280 Z 7tH 770.0 1083 170.0 ITS 170A 12M 170.0 1006 170.0 1408 120 1128 170A 1700 720 7228 170.0 W13 170.0 1316 170.0 2122 120 1387 11&0 2860 170.0 1408 170.0 2076 170.0 1628 IMO 3400 170.0 1630 W Z e 78th imo N22 170.0 037 120 1588 TI"O.03.1 Imo 1870 170.0 1209 i70A 1701 1X0 1873 Me 2019 imo 14M 170.0 2243 1X0 ISM 1X0 m imo ISM IMO 3140 170.0 1694 imo 3689 170.0 1706 � � ` at 7 70th m0 1181 170.0 OB7 170.0 1561 120 1811 120 1260 170.0 1042 120 1388 Imo 2072 1X0 1474 M.O 2302 120 1684 110.0 2m 170.0 1700 170.0 9773 imo 1771 170.0 3063 170.0 1708 J r BOH 170.0 1 170.0 11M 170.0 1681 12.0 1868 1mD 1186 170.0 2f26 120 1053 1X0 7381 1740 I7W 170.0 2858 170.0 1818 170.0 3100 120 2125 166.0 alts 170.0 7273 188.6 Si13 120 2361 � g. � .G BB 417 170.0 im 1X0 170.0 170.0 11183 imo 1877 1X0 2207 1X0 1784 1740 2250 imo 1822 120 2693 1X0 b0.0 3109 120 2238 197.1 9188 188.0 2170 120.0 3188 1641 2478 � N e- t06H 170.0 1894 120 1100 imo 1815 1TD.0 2231 770.0 1870 120 100 120 2070 184.0 2784 170.0 7371 116.3 Vol 181.9 2x33 173.8 281 110.0 ?781 10.09 2781 115.1 7134 827 7701 1160 2180 LL 11tH 170.0 1898 170.0 1481 1X0 1088 170.0 22&9 170.0 1932 170.0 2221 1X0 2149 161.8 2822 187.3 77.06 136.8 2832 INA 7218 1138 2682 128.4 moo RA 2622 118.1 2128 66.1 7032 100.3 2M 01 X � N 12214 170.0 1771 770.0 1688 170.0 2126 170A 1� 161.4 282 76&0 1981 1351 7762 111.{ 1904 120.1 282 @72 1836 10&1 7269 1161 1818 0&1 7282 BBA 1072 772 2262 80.9 1836 87.8 2222 81.4 ISM V Q 3 144th 128.1 1661 128.0 140 107.3 1561 10&1 1428 e0.4 1684 0114 1407 782 1884 �.7 1380 00.8 1884 72.3 1373 02.8 1884 857 1360 b21 1W1 66.0 1330 44.7 1881 462 1306 8&1 1684 41.4 1789 d LV •Q 0 T LE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: fY An lmr Tabes (ANCHOR CAP.,sm ANCHOR CAP.,, Suhelmte: 276 ca a me S.Rt can. Noamcmu FQed c2Al PT Wa9d Neiel )X\MULLION CAP.,, -M)= Itir Elmo 1.01•Be Ebe 6118-Eba U4•SSMO $10Smm 0281em IR26tem pnohotCOpPetlame Ae91nr1Y8s 3RrW"URVan tf{EboU2men 318 EnaleOeem U4•f98•Utrmon qua tRM- AVeo to Sm.*pq Smat(O5) 8me•(m) USE THIS FORMULA TO OBTAINTHE'ANCHQR EdoBgm.noP¢ 1• stet' s•t/a` 1• 2-113 r 2.1? r 3.116' r 0.48- 0.63 0.374• CAPACITY REQUIRED"CORRESPONDING TO AN Eal>Baetell(nT 1914• ia14• 1914• 1914• r t-u4• +•174' t-w' 1.714" t-u1• Mir r 1918- tale• rosea ACTUAL PRESSURE REQUIREMENT FOR THE 2Atnhae®4.78'M3t Slad•a a47laet4718ffq.1627 880222 39068 12 184482 bo 2302s 364M 74068 571 b 618M 3412s 442168 SBO Poe OPENING.WHEN IT IS LOWER THAN THE MULLION 4AwbM@4-SWrWLoc./sreoametaatsml�alROSk 7so� 7wft ONS DO 17BD0• •e I'a10e gym* 7�a t4eoms 746 me 1z3290 1892178 on 386179 1120017 CAPACITY(FROM THE TABLE)OF THE SELECTED eAsoh=Qi-TrmwL Qc.ISWndad(a01sm)01P lFlo•Ik 1180 Bm 100180 foto 82 WA tW. 9tOthe 1014 SOB68n WA WA WA 198382 177023 2240817 MULLION.WHICH YIALDA MINIM UM ANGLIFY 4Anenae®r1�m.oa/R)2e6anpteap3ltFlBe3 MRM Toren 660lbs 1560110 MWw 6400. Noun WA 7800• 7ie-ms wore 186786 682 Be $85 mu 1120 1b3 CAPACITYWFUCHMAYBEUSEDTOQUAUFY 8An9nae®31ta.O.0/(368Atple 0119I(Fq•87 1680108 168DOn 1980 ft 9120119 2282®6 70800• 11206• WA 1620617 10068 i78019 3mto 736363 1770817 274023 ADDrITONAL ANCHOR OPTIONS FROM THE 12A+nhas®ib•30n OA./('g213AnBte t9pel(FlB.7i i8B0Om 2100017 14063 3mms WA 7UA 122028 WA 1600188 WA WA WA 2045112 20In =028 ANCHOR CAPACITY TABLE. PRPSIJUCr RBVIS® 4 AaaMaQ134•Mn. OF, Hlo.12b•ABnn.(FIS. I8A WA WA WA WA WA WA WA WA WA WA 1014 WA WA 149028 mceay+ISlua wf1b16e P10tf� BAnshae®OAP Mlt 0.G.t 11471F.into 2VAY21.1FIp.9T WA WA WA WA 1014 1014 WA WA WA WA WA WA 1714 RN 208182 _ Building�C2� 2An4haa 4g 4Br tti+.O.C1F1Zp 0'1910}; 39028 38028 48012 89082 161628 270 tEs 2BO2a 30468 74069 '374 us 8JB 23 94868 34128 44286 56D 02 AceaM® Doe oo o �I I Anilnla 1.73 tea.O.Cl 11}: 68069 7006s 406617 ttB Hn WA WA 42028 WA 533 Be WA WA WA 88229 886{hs 112020 .25(• NOTE:FORTHE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP' TABLE NOTES: BY P7•d tG' FIGURE 1: FIGURE 2 IGURE 3• FIGURE 4: FIGURE 0: FIGURES-.fr FIGURE 10: FIGURE 11: 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON 111 1 I I I I I I • • • • • • • • •• • • I'ADWC*SLE St1ElTT311-4 AOR LNM<:EEFt/�.04�TAL`LR71bN METIi�.4. \��\OCx;L d1/��11i�� 2)LINERR INTERPOtATIQ1E�ETT�EEID M1I1{lNt;l jis AND10R�ENINO WIDTHS IS ALLOWABLE . 8.000' `1': •.:i 3)MULLIQ6rAN0 mt�.Lldldc�IPs StlOY11NJ1RG NOIT4r0 SCALE FOR 17fACT DIMENSIONS,SEE SHEETS - �. � I'f11.5R70h r • • • • • • •• • • 27.23,F RTO BE DRILLm M THE FIELD FOLLOW TNG DIMENSIONAL RE3TRICT{ON3 SHOWN ON - FIGURE e: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUf,`t4ESTW,APPROXIMATE HOLE LOCATIONS. U • • • • • • • • CLIP 4)SUBSTRATES:CONCRET SHIN C)NFORM•TQ ACI VI SPECIFICATIONS.HOLLOW AND GROUT-FILLED 7 g ATL OF (FIGURES CON TE%t(tK UNIT(Ckp)W j (JRM TO ASTM 0490.WOOD SHALL BE PRESSURE-TREATED :�C h C) �C • • • • • • • • 6-7) YE O SOUTHERN PINE VWH 614 W OF 0.88A4LUMiNUIR SHALL BE 8083-76 AND BE A MINIMUM OF.126' � •' •••'' `�; �. MUST BE TH 7EElSTUDC TO BE A MINIMaM QRADE 3S Atm.0jr TUCK(18 GAUGE).STRUCTURAL STEEL TO '�' )rJ • • • • • • • • NSW BEAT LEAST 126•THICifAND A3E.AG.ANCHb NT AL SHALL EXTEND AT LEAST 3 SCREW 2•%e'X 2S A.Ll�PIPJ NhLL�R,P.E TH9lBRDS BEYR7ND THE AI)!IffiRIAL•#10&#12 C14OR3 0 WOOD MAY BE STEEL,78.8 S.S.OR 410 S.S. MUU,pN FL PAX 68705 ••• • • • • • • • • • • • • • • • • • TABLE 14A ® }� Mutton CormeRv Table Opentup Vptllth(la 1erBrae7 9pmriing ME")orOpeIstno HeIght(rorho-11m11t8Y 6pa1rtno m oom) 60N sola lain ODM 90N "D in Y101n 140 In 180In °d R4oleeel4al TIePtSI.6• Re4talguim TaydfdOn9. ReotenSWer T1a➢ITMnS. Rsalmpdv T�RA4np. Re01e19p4m Twrlim Row- TteA ous Reoi•geel TmpR4mi5. Rec1440em Tt�IMmp. R 7t4pT69tq. o: 12 D 8'12.11" Looft L=ft Lwar7 loa Loa9N0 LoeaoO LmAro $$ aa0 +�gL"ov 14e�e L*Dft Lomft I=" t-06 toaaw Loo.n0 lmatrm lex6re ►wmna �Y YYYYi X.1WAWm 0p^ at ffi B ^$a ti �g 1fifi� qpp^ gs � fill, g h � � IIID' 1 �� fill, fill, 04 � 40 @ 8 3 38 9 S 8 3 $ d 9 2 3 It m TubeMuU 42 N 4421s" 167.0 428 120.2 618 148.8 418 103.0 SW 138.9 414 90.1 628 134.8 411 861 699 1341 411 727 87819415w 411 80.1 US 194.1 411 61.6 678 184.1 411 4&1 678 1341 417 � W 48h 58.8 403 10&0 933 80.8 409 847 ZN WA 409 BSA 970 60.4 400 81.4 311 867 403 761 316 4&3 403 78.8 374 463 403 78.8 314 9l8 dIXi 78.8 919 362 403 76.8 314 N 6687$N 823 983 81.0 Z1 88.8 382 713 211 8&B 382 71.5 789 61.8 3B7 87.2 288 467 302 80.8 284 41.2 382 8&8 2® 949 382 89.8 283 78.4 982 S38 2B9 2.7 382 e3.8 283 84N 87,8 318 74.1 287 666 37B 84.2 281 A&8 3iB 67.T 7d8 42J 918 836 P$7 3T.7 318 668 780 39.8 318 498 249 283 378 d8.1 218 24.2 918 49.1 2�ID 212 918 49.1 218 m p N 60 N 45.6 288 83.1 210 412 268 45.7 214 36.3 258 4D.7 210 30.9 268 37.2 207 27.8 258 3.0 704 21.7 268 33.4 203 168 168 322 201 17.7 268 822 201 1&8 = 37.2 201 � 8 m J 83N 427 234 46.8 2D0 38.8 234 3&1 185 366 239 94.7 182 28.7 234 918 188 7.1,7 234 25.4 188 21./ 234 21.0 781 17.8 234 76.8 1B3 143 291 2&8 1S! 134 234 2&8 183 g• a 88h 872 219 39.4 783 31.0 213 917 178 2&8 273 71.8 178 23.2 213 27.0 173 209 219 28.1 TIO 1&0 213 237 168 16.6 219 27.2 187 113 213 220 168 11.6 213 21.0 IN Z 72N 2&e 179 361 166 77.9 178 288 164 164 179 778 149 17.8 778 20.9 147 t8B 178 78.7 148 t$$FS Z 78N 249 181 244 140 20.3 181 21.8 187 17.4 1B1 ta0 738 142 181 17.0 133 a d i8N 228 182 2&6 193 148 1M 168 131 1&1 162 77.6 12B F- � Q C TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA; �t Anchor Capg&Tobl•pbs) CHOR CAP.oa„ SIm08t8 274�� aLB o wellU FA9aCW PTV1b46 Mee (DP_)X AN { ) ANCHORCAP.- H AMtOrTlpe 9t16'et010Le2tn 1u'oeo Wr4e0n ��° 3t18•EkoUDaoll IW Eko 188ac•1 1tr SW PJco v4'SS Eko N1081811 N281ee 8Q sinal MULLION A6ehorCtlpPeflem. WWAM ANeGIM 8CIM(tt675aa'taa) B/wa(66) USE THIS FORMULA TO OBTAIN THE'ANCHOR X ]Z Y EOBD�Imce(98 r 2.1? r 2 VV2� 3-va• 7• 2.1a- r 2-vr 2 sva 7 a4r o.64• o.9xr CAPACITY REQUIRED'CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE N Eml12aOE7D tin) tsrr 14ur 13tr iSb' 7 t-t/4' 1-vr 1-1r 1-iM 1-vr 1-vr 2 1S9' 1318' 1Aiee 4AR ®8'BDL .C.I 246 t 1}: 71DIDs 780!9 6B01D9 1 Ds 189SD8 6JDDs 860D4 WA RODS 748" BBODe Ds 802D8 886 D8 719D9n CAPACITY WHEN TI 7ETA�Lk70FTHEh5F1ECTEDN d MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY -1 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES; 1j SEE SHEET 1 FORR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 1268' PR84)UL T REVISED SEE SHEETS 2.4 FOGENERAL INSTALLATION METHODS. as campIft Witham Fluft 13wl&%Carlo 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 18 ALLOWABLE. p ®� (fie•C�IS.03 FIGURE 1: 8><p�Nm Dme Z 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN O4 SHEETS 2123. 2.118' 87 Ded9 1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.F 17 t l l l l 7 t ANGLE CLIP MUST BE USED IN PAIRS. 1?b' 4)SUBSTRATES:CONCRETE SHALL CONFiRMRb f1Cl!At JPE C�T�I s. AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALMEONFORM TQ Aft W�pD BratPRESSURE 7REATEO r +O E •�F II�MN 1A$$$ B� I YELLOW SOUTHERN PINE WITH AN 3t�OF 0.66. 1 t •T�.ANOAMGJIMUM OF.128' ..•1- NA _ THICK STEEL STUDS TO BE MINIMUM %ADE 0•04%TH1CK418 O4UOE).STRbCTURAL STEEL TO BEAT 1.26'X 2.11'X.126•MULLION C %` LEAST.12G THICK AND A38.ALL ANCHDSS UVTp NGTAL SHALL EM'ENDICT&AV SSCREW THREADS BEYOND (INTEGRAL FIN MULLION) = 11::• rlo.58705 THE MATERIAL.970&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. -.6t-T'01 Ct. ... •• �. . . . . . e • • • • • • • • • • " tsq/ONN • •• •• • • • A LYNN MIILE� �P.E. •• • FL P.EO 68706 • • • • • • • • • • TABLE 15A • � - Mullion Capsafty Tabu PSM OpaNnB Y104181(tarvellce/Y 11B 1 ft-)cOp mb g H9t9113(for I IY X 147�-) }�( yyy��1 50 in WN 70 to WN so In loom 1WN 1WN teem 4 g Reavlomw 7reN6fmB. ftdmwv TWMM RectwM r Tapffei W. TraplOi•g• T 1 ti• T �nWa Twffeea9. Reew*ftr hem& pp �t7 328"30 f 9 I."" Loam• Los" losaig lowma 1 18eao0 Loaft Laeanp L*Kb2 Loaft Loomic Ioaft Low&* lneQn9 toadnB tna5� SY 3 DEG.AL fV A 1 jV YMULL 10 101 f a 1 11, 11 111 10 fill, 1111111111 11 1 111 11 1 11 1 11 1 111 11 11 1 111 1 11o 42N In* 620 t7ao 486 170.0 744 170.0 478 1ra0 668 IM.0 808 170.0 882 170.0 410 170.0 1118 170.0 Ott 170A 1240 170.0 021 MO 1466 170.0 621 tra0 1735 17LO 821 149.1 1740 170.0 MI W 4s in 170.0 708 11&0 824 IRA Bee 170.0 0M 170.0 892 ira0 8W IMA 1133 170.0 681 1760 12M 170.0 977 170.0 1417 MO 880 1622 1621 i70A bee 130.0 1672 170.0 BW 4142 1� 170.0 860 � to so 1. 170.0 747 170.0 683 170.0 eee 170.0 831 170.0 1018 170.0 884 170.0 112 170.0 PJ3 170.0 1316 170.0 717 1442 1446 770.0 768 138.0 1448 170.0 788 Iva 1443 170.0 768 1028 1443 17x0 768 W O 61N 170.0 797 1ra0 n2 170.0 BB8 170.0 891 170.0 1110 170.0 764 170.0 1278 170.0 803 180.4 1533 170.0 637 144.3 1363 170.0 668 120.3 1353 170.0 061 103.1 1353 17&0 681 90.2 1363 170.0 861 � (q BON a" 866 17&0 701 Me Ion 170.0 787 IOTA 1218 17UO 876 148.1 1218 17&0 W/ 178.8 1218 169.0 808 118.0 1216 1021 A2{ WA 1218 748.1 913 83A 1218 146.1 913 73.1 1216 146.1 n3 63m 170.0 M 170.0 746 170.0 1118 1760 630 1001 1100 18&8 933 IWA 1180 163.0 014 118.8 flee t41A 098 105.1 1700 1342 805 67A 11ee la? 871 76.1 itee 1761 870 86] 7105 i?9.2 870 BBN 170.0 874 VOR 789 1624 1046 160.6 861 13&6 1018 148.0 804 114.3 1018 139.1 BSO 1MA 1MB 123.4 BS9 n.4 1048 118.8 830 761 1018 100.0 N21 eel 10{6 1001 618 87.1 IOM 1081 816 � 2 s MN 140.8 805 147.0 784 117.4 B0D 105.0 748 100.0 Bee 110.8 734 BAO BW late,712 7&2 605 92A 712 70.4 QW 88R 703 68.T 681 792 ee3 50%3 BW 76.6 888 44.0 600 7&4 880 Gj Z Z 78 N 118.7 705 126.1 605 98.8 705 103.4 ON 86.5 705 9:L3 863 74.5 790 66A on as 7W 78b 643 a" 7M 71.7 bee 49.0 790 65.1 824 42.8 790 621 819 37.4 } r pl"4"-b Al" lee 116b 0S/ t�3 lee 05.1 BN 79A 780 60.9 032 092 750 17.1 621 81.6 lee 70A 612 66.4 750 0&1 806 46.2 lee SM 094 3s.5 750 681 888 34.6 M Me 688 72#495 74A 605 80.1 605 828 In 61.0 683 64.6 483 40.1 683 40.8 475 461 883 "A 468 39.1 693 AOA 462 360 689 382 482 2&B 50 33.3 440 22A AN 31.8 442 m F O 69. 61.1 M3 49A 486 61.6 436 42A /% ILB 427 37.1 496 39A 421 33.0287 496 532 408 2{.s 490 29.1 IW 212 488 2&B 3M 18.8 {W 26.0 380 41. 426 363 34.8 381 0.9 346 28.8 3n 31.1 342 26.1 381 V.6 337 772 391 24.0 333 20.8 391 2.6 328 17.1 391 18.7 521 UA 381 17.8 318 W 964 370 391 395 520 370 33.0 350 27.5 3711 28.6 329 24.0 We 28.3 320 21.4 970 228 316 191 370 20.8 312 1&0 370 18.1 303 Cp3 177 fA 30.4 317 30-9 289 261 317 28.0 284 21.7 317 22A 260 48.0 S17 iBA 278 10.8 317 17.9 273 Q (�9 z Q Q 17.0 720 17.6 203 0. TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: ' ,' MOh1u Ce Tabu Fkewt281 F1nd t2u01 Nkul (DP)X/ANCHOR CAP..w,,,,\�ANCHOR CAP.- eimet�efa 2.7koDt9lde 3.65Caro. \MULLIONCAP.,,m,,,,•I d1v E te.9WV=W-00IN•88Eke nOslam n2Slam n26m•pnahorClpPa9e71ro 91i8 Eioo I80Baar 141'eee LLO eem Utrmm 18 Eko I1Nmen tH Eko t81n1oen AMMGS a Sow*(0b)9o•B(051 OGM(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR fie9e 2uronee Mk tata ra1rC 3418' r II-frr t 2•ta3418' r 0.46• 664• 6961 ACTUAL PR CAPACITY EQUIREIr CORRESPONDING TO AN ESSURE REQUIREMENTT FOR THE r 1.174• 1.1N• 1-v{• 1.1N' r fare face• •nee2ArAha•N5•NOL .C.r 2tb en96r .1k 305ms W08s 4OOM BWI6e M 2100• 7e0m4 364 409• M8 Me 941M 412 me OBODs CAPACIT (FROMWHEN T ETABL )OFTH THAN HELECTEN 4 Amh•e®9.0'08n.oa 7121 a6Aep4 Cep4101o•7k 7ee9a 705 9b 705 ke 1670166 9• 5/D b SW 0• WA flee me716 me 1382 m9 BB20• 886134 ttW ms CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR BAeDB•e®271.62n.OF./l'4 abA�0 Q061 3k flee 5s t1W me 958 m6 7N8m6 225{9• tYA BW mf N7A 1059 me WA 19209• 70A t0229q 1327M 18WM CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTASLE. rRODuC[REVISED m PO'106 wbh 8m Fw" FIGURE t: TABLE NOTES' BW1 8 Code Acwp1W46rvo 1(0.0218.03 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. Daft �DAI SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. BY 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. Mi Ds_%o011111,P 01 1 FIGURE 2: 4 4111111 r r 3)MULLION AND MUW ON CUPS�NOY7N ARE NOT TOS F&*4AC:Dt4ENS10NB.SGE SHEN 21-23. '1� ��ap\l� ••'••nf��F��i�� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIM TONAL RES&RICTIWMS SYOVPI ON SHEEN 21-23 �• .a•::'�4t F14SF FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. •• • • • • ••• • ;r • • • • • • • • • 3.250' q,o. 8705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SSI%PEC�fION&ROLLC&ANO•GREUr-I& D FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ;/ 7�;�L • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.88.ALUMINUM SHALL BE 8083T5 AND BE A MINIMUM OF.128' 7 U THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 3'HAY � w �!/ LEAST.125 THICK AND A36.ALL ANCHORS INTO META1.SHAhUE1(TEND AT LWST 3%CREW T"Oes V%- WALION THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAN BBSTEEl.18.8 S.S.OR 0 3. •• • • n� FCORtO,•''�tC'l ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. •• •• • •• • • • i • • • ' r 1L t)Mldl •• • ••• • • • A.Ll/lVN MILLER,P.E. FL P.E.#63705 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE16A MYIDon Canadw Table OpeningYYldtl1(tarteAaelyepert4E8mmom)orOpeningHe1pM(iorf BpatWn9fmYlOnB) y�get 6010 WN 7010 WN 9010 1oo10 12oIn 14oN 10aN yFyyF•''TTftk�t� Ree1•g16er 1fLdtte 7rL"ft• • liLwftL t. R g aft uaft uaft Log" tmft toeu g � Loaft toe•i9 L� 328"46 4.00.0719 aeW I.mNv t0edn9 t08d119 toa•tq aedtq � BA�� gfill, om 42fi 170.0 Im 430 170.0 744 170.0 470 170.0 888 170.0 808 170.0 B82 1700 619 170.0 1110 1700 621 170.0 I= 170.0 021 170.0 14M 170.0 521 Imo 1735 1TOA 021 180.3 len 170.0 821 4eN 170..0 Toe 170.0 524 170.0 650 170.0 561 tmA eat 17xO WO 170.0 1133 170.0 681 170.0 1278 170.0 617 170.0 1417 170.0 945 14&7 1837 170.0 800 I a3 7837 170.0 8110 1226 1637 170.0 M 7 K y 50.870in R0.0 747 170.0 683 170.0 098 170.0 831 170.0 10+18 17x0 454 170.0 1145 170.0 721 170.0 1345 170.0 747 1709 1494 170.0 768 14].1 154 170.0 780 120.1 1862 17x0 768 110.4 1632 170.0 780 m a 0 Nin 170.0 797 770.0 612 170.0 068 170.0 691 170.0 1118 170.0 781 170.0 1218 170.o OW 170.0 1434 t70.0 037 166.2 1455 80.0 eW 129.3 1466 170A 681 110.6 1463 170.0 eef 97.0 14M 170.0 861 eafi 170.0 806 17MO 701 170.0 OW 17xO TW 170.0 1210 170.0 5/8 IVA IWC 17&0 94 /30.7 1308 170.0 B9e 128.7 1308 183.6 B81 104.0 1309 167.1 B4 899 1345 187.1 882 70.8 1345 167.1 902 L 6n 170.0 1145 1700 748 170.0 1110 Im.O 650 18'1.0 12{7 170.0 840 1429 1247 164.5 945 120.7 1247 1628 945 1140 t247 144.3 on 960 12R 1382 936 81.4 1247 130.7 938 n0. 5247 13x7 973 � m WN 170.0 974 170.0 769 1mA Ilea 1700 903 146.0 1190 180.7 806 1290 Moo 147.0 948 11x4 1190 159:8 028 145.9 1190 12x4 $14 60.8 1190 110.6 nee 742 1190 116.1 eat 849 if9D 118.1 845 j 72In 181.0 1610 169.0 677 734.7 1010 144.6 459 115A 1010 127.2 842 101.0 1010 114.7 em 00.8 1010 INA 817 60.8 1010 969 ea► 67.3 1070 909 795 673 1010 07.9 790 5" 11110 973 768 Z 70% 16].4 908 %&0 702 114.8 009 171.0 778 gat 900 107.1 781 459 906 902 149 78.3 808 682 738 8&7 905 029 729 87.3 905 747 78 48.1 908 71.2 70 42.0 BOO 704 700 � 2 e- � } 7044 127.1 861 132.0 764 163.9 0 112A 738 80.0 451 Bab 770 704 OBI 459 713 me 881 810 0 83.0 001 i54 89F 89.0 B81 45.1 451 46.4 455 84.8 878 38.7 061 45.7 B72 join 62.7 848 88.4 874 BBA 645 721 654 59.1 818 829 864 81.7 646 45.1 518 40.0 848 609 837 41.{ 610 47A 830 349 818 41A 619 2BA 818 8&2 611 28A 819 38.6 807 } In B' O O 90 In 692 545 70.1 808 5B8 645 6a1 4BB 4&7 845 61.4 491 429 645 46.0 445 37.8 dW 4fA {70 34.1 845 90.1 470 2&4 98 33.4 459 24.3 M S&8 482 21.3 SW 2&7 4R pJ 1481n 479 449 489 405 209 449 412 ea9 34.2 449 36.7 593 28.9 448 31.7 367 70.8 449 28.8 Sea Zt8 445 20.7 377 20.0 445 22] 345 17,1 449 20.4 381 10.0 449 18A 338 111 In 10 28 45 .1 4A 345 3a6 470 879 37B 31.0 425320 873 278 428 29.1 387 Z49 0.6 2B2 221 {28 21.0 3SB 1&4 426 20.7 369 tae 4% 18.8 313 0 N 0 120 in 34.9 3B1 369 331 2&1 304 28.0 326 24.8 364 70.0 321 21.8 304 220 317 1&4 3B4 ffi6 313 170. 384 167 309 Q a 0 0 1441n 20.2 287 20.4 273 109 703 47.1 230 V y TABLE 18B ANCHOR CAPACITY ADJUSTMENT FORMULA: Ant Cog Table a ANCHOR GAP.a�, � Se060818: 2.7k0awmte a8kCwee. Itetowcmu FHedCMU i+T31lod mew (D-)X( )=ANCHORCAP.a, 5118'go I/4.00Eb0 t61tMrEt-0 U4'89Elm m06tem 01281661 N29tedMULLION3MIr5eetVMM tw•EeotlNeaae IaUeom 3FWEmot90men. Iwv.L9eeom gppwCieter qua Nre•R4R 94tew(96) gweR(t� USE THIS FORMULA TO OBTAIN THE ANCHOR Aa01t•rCOPPettemeEdge t2sleme Mfi r 2•tt! r2.112 •fr ate' r 2.1? z z 0.40• 0. ACTTUAL PPRESSURE REQUIREMENT FOR THE taw• T 1.1.14• t-t0.• t-t0.• 1.714' t-we 2• t•9t0t•9A• teles OPENING,WHEN R IS LOWER THAN THE MULLK)N Atwtpe®6• 0.:a5. 5901D50•e740.8• 374 80 20 341 Ds4 Amhees®3b•A9n O.G IR1218An9.11IWIo11A 24. 7804' s61070 MOMS WA 112DMS 740180. tea2lae 681 @a B8516S 71CAPACITY(FROM THE TABLE)OF THE SELECTED 3k t11VOm 1120Ns owes 2245166 2234 jw HIA 840 Ms WA10591b 18A l8A 145269 1827•e 18B91ha ANCHOR CAPACITY WHICH MAY BE USEMULLION.IT WILL YIELD A D MINIMUM ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED 0.e aamplying wish Yeo Ehnen A FIGURE 1: TABLE NOTES: lopng Cods �nten1>`y)(P.0218.63 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex 1781170 Date ?A2I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2. 4�• *00 • • • • • •• 3OBAND EDRLLEDDIMENON CLIPS SHOWN SIONAL ARE NOT TO ENSIONALRF_SWCCTWNSBROWNOR�OR EJACSDMiEN fEEITS2123. .126' 45' `��,a•(LYNN 4.lil ��,i� HOLES . • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIDNS. •i i • • • •�':'-�• ��..'�1C LNSc ' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 31&1%PEW' 1MoNe&LLCAf ANDGROUT-FILLED 3.26Ir Ntt.rt2?05 _ FIGURE 3 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SWILL BE PRESSURE-TREATED - YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF.126 _ f�J IT_, • • • • THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND.D4T THICK(10 GAUGE).STRUCTURAL ST TO%E AT 46°BAY " G.�• ` $ V / /J LEAST.126'THICK AND A38 ALL ANCHORS INTO META!SHAtL�RTEND AT La3Ts1W TF VD MIA.UON 5 kl•Of '\': • • THE MATERIAL 010 d#12 ANCHORS INTO WOOD MAS BL EE�18.8 S.S.OR 10 9 • •• • • :��..FI.Ofi\O�• (j •i i• • •• i i • i i i i i,�.tS., • ......• C`��• ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. .. . ... • • a'tvNr51iy4Lele; E. FL P.E.#687115 or • • • ••• • • • • • • • • • • • • r M F1.000'�I 1�1.280'�•I IS�� _ -� 1.000' - 1.000` I+ 3S5 H TI " r-,286' I �� .� 1.000` �-• --� 1.000' �-- .125' - .126` UM 2.750• 2.760` .126' 3.125' .126' 3.188' d 2. .125' 2� .1217 285' 2.110' .126' El; m L 120` L 376' .376' 800' L r.12S 9 N 8 N -f -� eoo iT ° w f 7 ,'X2'X.126'MULLION 1'X2'X.37W MULLION 1'X2.7WX.376'MULLI0N P X 270'X.860'MULLION 1•X 3.126'X.6'MULLION 1.2WX3.18B'X285•MULUON 1.28•X2.11'X.125'MULLION Q N 8083-TS ALUM. 6063-TS ALUM. 6063-TB ALUM. 6083-78 ALUM. 5083.76 fLLUM. 6083�T6 ALUM. @063-T6 ALUM. O XSECTION XSECTION XSECTION XSECTION X .CTION X-ACTION XSECT�W m Z ~ � o m y.l�.-.126• TABLE A Z W 2 STANDARD CLIP 1 wears D imension Value pn) For Mullion: g '� 2000' I 6063-TB ALUM. 2.126' XSECTION 0_ Z XSECTION 2 1.826 u�L� 1'X 2'X.126' .=1 I 608&76 ALUM .120• 26;4 Aluminum ~Z Q 3 .120' X-SECTION 0.885 Tube Mu1Don c Z f l 0.740 c 126` 1740'h 2A 1.1125 1'XY X.376' L IL 03 S2 �SAWCUTHERETo 376' __6.OD 0-M TuwMulilon aV Q 3 O .376'_„ -3.125'-�I_CREATE F-CUP.SEE MIN. � 1 I 37W MIN, D 0.450 MM. r DETAIL F.SHEET 4 J_ A 1.575 336'Muu - r-------� ------------------- B 3.000 1'X275"X � � U-CLIP F-------^-I L_ a I L_--__..._J A A I 6063.78 ALUM. '- -------------------' 2X6 ANGLE CLIP C 0.767 .376AhuNnum ----- TOPVIEY4 8068-TBALUM• p 1.118 Tube MWOon - STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOR'VE1V E .460 Min. 6083-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X 2.75'X CENTER ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST L69 HOLE DIAMETER:ANCHOR DIAMETER*1118•. B 3.000 .w SHEETS 6.17 FOR THE ANCHOR O.C. WHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube MWRon DIAMETER:ANCHOR DIAMETER+1f16'. SHEETS S-17FORTHE p 0•� ANCHORO.C. TABLE A 2.000 DISTANCE.MAXIMUM PGT Patto 1'X3.126 X •fRODUCTRIWISW .315' ANCHOR METEP-HOLE Mull Dimension( eet1A B 2.837 ming; 6�"/UUm BulMtug=wllh In DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-C8p Angle Clip C 0.883 Tube Mull AemNeecello leo-Ozi .C� 378• MW DIAMETER+,111W. VX2°X.125°(5) 88806 888113M �1118M 61=43M 665511M D 1.137 Pi Duro �2! MIN. 1'X2'X.376'(6) SB8006 M114M 6881119M 688244M 668512M A 2026 D7 r---- -------r------------ 1. 'X3.186 MTiml DedoProda¢t I 1°X276 X.376(7) 88807 888116M 8881120M 888245M 868613M B 3.282 X.256'Alum j e 1'X2.76 X.860•{8) • 61ST1#M 11TJ 888248M SM14M 0 0.78L.882 Tube Mull ` . LYNN 1 --- --- D i 1'X9.126 X.580'(!» Sg11'IM 111 84 666242M 888516M ��.•''GkN5E''-••'' I i I i 1 1.25'X2.11' 1.26'X3.158"X.286-12) 6884 60 ftM 111;1jS88241M 868518M A 1.813 .121'Alum -------- I ------� 58705 I 1.26 X2.11"X.126°{18) 88370 NIA NIA NIA WW17M Tube Mu6 �� _ r// Ly OFFSET CLIP NOTES: -'o.� `4 .. •fl j 6083-T6 ALUM •• • • •• • 1 TOFWIEW 1)HOLES TO BE DRILLED W THE FIELD�01.1.01f�i�DIMENSIONI!RasTRtCT10NSGIVEN tiN TRIS SHEET. -•� SiA r- .125' O Plo .74(I• ' d &sT$N ........ 2)SEE SHEETS 5.20 FOR SUGGESTED.APPROXIM'hT.E MLE..8CATit=I13�APTCH R C. CE. 3)SEE SHEETS 2-4 FOR GENERAL INST�AATION METHODS••• • • • A.LYND711#58 05 E. FL P.E.#68705 • • • ••• • • • • • • • • • • • • -j 1.000' f- --j 1.006' 74W � 15 .off 386' + 366 F082' I 11 �. I LE_ 4 .,26"STANDARD �Y 4•�. q,0�• 4�0' 2, 2.000' 8083-TB ALUM. I 2125' U�� 2.060'LfFLUM. %SECTION .125' 1 1 6003•TB ALUM. ION .126" XSVOTION 8 m .126' .126 Z III rr 1 .126' W CENTER OF ANCHOR HOLE MUST UE WITHIN THE LU .125 DASHED BOUNDARY.SEE SHEETS 620 FOR THE _ OR 3751 376' HOLE DIAMETER:ANCHOR DIAMETERRANCHOR D.C.DISTANCE-MAXIMUM +11118'. it Bl N tO� O I X4X.125' 1'%4'X.378' 1.X4'X.378' 5.600' 5.007375' m Q ONO J MILLION MULLION 'T-MULLION CUT HEM TO ,376' 6003.78 ALUM. 6063-TO ALUM. 8983.78 ALUM. .376' ---3.125'_CREATE FCJP.SEE MIN. 2 NZ 7 X-SECTION XSECTION XSECTION MIN DETAILF.SHEET4 Z W 1.260' ' CENTER OF r - - -- -- ----------- .376' & ANCHOR HOLE i 1.250' 1.260' i 1 I I i I TMUST UE WITHIN L L-11 HE DASHED j MQN. d F BOUNDARY.SEE j 1 i I i i SHEETS 620 FOR I QZZ 2.876' - -- F --------t N Q Qo THE ANCHOR O.C. a 3.84^ i I I i F ` DISTANCE. MA IMUM Z 3.260' 3.260• I I I I ANCHOR HOLE I I 3 I I I I I DIAMETER: 1co 1 H .100' .100' .100' L ______J L-.------J ANCHOR L---------------------J V � {( I DIAMETER+1/18'. d •t � O _ 2X6 ANGLE CLIP S� 0A .100' .g;4• - e L STANDARD CLIP U•CUP 80TOpm LUM. IY 8083.78 ALUM. 8083.79 ALUM TOPVIEVN -L CENTER OF ANCHOR HOLE MIST LIF TOPVIEW TOPI --i ,8201 1-j t .820'F-- -'-I .620'h- WITHIN THE DASHED BOUNDARY.SEE 1.28%3.26'X.100' 1.25'X 3.26'X.824' 1.26'X 3.94'X.624• SHEETS 620 FOR THE ANCHOR O.C. TABLE Ci TABLE C,CONT. MULLION X 3.25 &W X DISTANCE.MAXIMUM ANCHOR HOLE DD11onalea vat"on)For Mu100n: Dtmene1e11 Value on)For MU1116n: 600676 ALUM. 600STSALUM. 6005-T6 ALUM. DIAMETER':ANCHOR OWdErERtt/18`. X4 F 1. 1. ' XSECTION %SECTION 7t SECTION O pomoo 12' G 0.6W X•824' H Alun)nm H 1.438 Alu bmn 3.469' - 5" TWe t 3.260 Tube Mulllon 2.661'- Q- / 376' 376' F 3.1BI 1'XT X F 2825 1.�'X 3.84'1.377' .128'1 MIN. 0 0.757O r--- _ r------- 2430 Alut&, H 1.600 Alumbrum ubemumlybg%v1 � I 3.000 Tobe 6'T' I 3.280 lube Mullbn ae t:amply[v8�vbh Ore Flerl�IF 2250 L28 X3.28 F 2.813 30' Mud B uft Code X.100" F L875 46'Be M90 A,x,'.„ Ne l6-o'L18.03 2.1251 I 1 I 1 I H 1.500 Alum)nm mi nDue.126' Z�' ' I ' ' ' 1 3260 Tt6e MIIdI0I1130°i- i i H Br48 BAY L • • • • LE D Mtem Fbduel30°BAY MULLION I 3.266.6083-TS :_-------J I• L- _• ••} : • • Mull Dhn•mronPOT Pert® `��'0V...8083.76 ALUM. I -X-SEC • -- • ••• Iles ) Mullion Std.Clip Offset COP U• 11p Angle COp XSECTION •ppp•gjTjFLIP•• • • • +�. `.1"X41 X.128'(10) 89384 88811tH 8861122M 988114tH 888518M '•1t 125• '• ••6083•TSALUM. 1'X4•X.378'(11) 86810 SINS M 8881123M 686242M 666519M - 'J . �1.� TOPVIEW 1"X41 X.378 T(11) 88853 088112M 8881123M 6811 1 BOSSISM NO.58705 .228' 1+••981'•- .74M NOTES rt 128 X3"X.100'(13) 20160 M1127M 8681124M 6982410M 6885115M _ pr I 1 y • • ••N"Degree .28'X.627(14) 20181 6881128M 9881128M 88B241iM 8896118M .Q.'�' ,D `k 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OVEN ON THIS SHEET. ••• • • • • • • te.X•�4.h� 20102 M1117M 866112MIM 98824tH 688S77M "� S 1< F •• � • • • • •• • • • • • (71) 88849 WA WA WA 868mi am Q�2)SEE SHEETS 5-20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. • • �� F• • � 88880 WA 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- •• • air P.E. 6870 FL P.E.1158705 ••• • • • • ••• • • TABLE E • Mull Dlmenelon PGT P•R8 S (•h••t$) Mullion SM.Clip UCIlp Angle Clip V-1. �r•t2s2°X4'X.25"(18) 58882 868281M 668271M 888511Z°X 8'X 25"(17) 88804 888262M 888272M 8888113MSTANDARD CLIP U CLIP 2xb ANGLE CUP 8083.78 ALUM 6083.78 ALUM. 8883-TB ALUM.2.0XSECTION 2.126' XSECTION 2000' XSECTIONNOTES.1)HOLES TO BE DRRIED IN THE F81D FOLLOWING .t2s 12b'DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �--1.480'--�''' .126'2)SEE SHEETS 6.20 FOR SUGGESTED.APPROXIMATEHOLE LOCATIONS UJ 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 65 g U CUT HERE TO 5.000'---- 375' LLI 3.800'-� CREATEF-CLIP. MW. z d) 2.�' .376' I SEE DETAIL F. .3 .376" �- p m MW. - r-SHEET4 to z r-------- ---i- ------- -- -- T---------------------T Z 2 ffi' >pd? I LL1 (L z I 1 1 I J d 4.660' 3.438' E + 3.438' .250' rA1 4'X 2• --- - i I a� i i �Zzz o xSET8CTALU • i I I .376' ---------� MIN. O - I ------ -- -_ L------------ y S2 �- STANDARD CLIP U-CUP,8083-TB ALUM. 2X6 ANGLE CLIP a y 0 CENTER OF ANCHOR HOLE MUST LIE 8083-T8 ALUM. R r X 4'MULLION 18 CENTER OF ANCHOR HOLE MUST LIE 8083.78 ALUM. .250' WITHIN THE DASHED BOUNDARY.SEE TOPOEW TOPYIEW SHEET THE DASHED BOUNDARY.SEE TOPVIEW SHEETS 6.20 FOR THE ANCHOR O.C. SHEETS 520 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER♦1118'. WRHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER 4 tltr. SHEETS 8.20 FOR THE ANCHOR O.C. 6 .� DMSTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER ANCHOR DIAMETER•1/18'. 6.000' .37s 3.600'•---� CREATEMIR .37s 375' I SEE DETAIL F. MIN. @ r-SH�4 MIN. rY MIN. 376' 1 1 1 1 I j1 I I I 1 I I � 1 I :Y.Q!?UCT REVISED m wmplpin8 FIWW i i I i i n Lep��I6-oZ,l®.83 I 1 1 I I DMp Q04Z l I I I 1 I I I I 260` 8.000' f -j- -T-- --j- 4.888' ¢ t 5.438' f --------� MFroduat'. Mil I11111l, j I i 8.436'•• • • •I • • •• 8.438' LYNN Ilii • • j i \ qN,(, I { • • • • • • I 1 ``�1��:'�\GENS (� /� rxe'x.� 1 I i •• • • • � • • • 1 1 P:' F•'•.� MULLIONj I • • • • •I• • • • 6083•TSALUM 1 1 • ••• • •I • I i No.5$705 X-SECTION .376- j I 1 I 1 I MW. - ---------J 09 ;.t1•• lll� Lft Ip .250• 8083ANDARD-78 A CUUPUM. ••i • • •• 2' 48 At41M••• • • SOWTGB ALUM � _ ��• TOP NEW • •• U D FOR X.8•MULUOA 17 TOPVIEW / I l t t •• • r�D� A.LYNN WI�LLER.P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • EXAMPLE 1'SINGLE VERTICAL.MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF 46DAILS0.0 PSF- 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 3r+32+1"-W.REFERENCING SHEET 25,THE COLUMN USING • fg��i NO ANCHORS IN I HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED �3�5 DESIGN PRESSURE OF+000-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SI7.E,USE THE NIXf LARGER SIZE AVAILABLE SEE FROM TABLE 3A.SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH-72',OPENING WIDTH-70P)MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS+/•88.3 PSF AND WOULD • FENESTRATION DETARS. NOT BE SUITABLE FOR THIS APPLICATION. PRpDUCfB SFE?EVS oYn aPPRWb•� 2-3 FROM TABLE 4A,SHEET B.THE 1'X 2.75"X ASW MULLION(LENGTH-72'.OPENING WIDTH-707)HAS A DESIGN PRESSURE OF+,142.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE E' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF We LBS.MUON N LENIM � --- � 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 E gg m ANGLE CLIPS WITH(4)912 ANCHORS HAVE A CAPACITY OF 58.9 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N g Fy 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O W atiEETa APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE IIIILLLL 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE.THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 UBS.ALTERNATIVELY, W o 0 NO ANCHORS W wumOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF' N I U vwurH W PSF)X(7 ,)m 524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) I- OPENING WIDTH Z THE BUILDING SUBSTRATE IS KNOWN 70 BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL,THE WINDOW FRAME DEPTH IS 2-378'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01.55.0 PSF. Z FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION 18 SUITABLE.THE MULLION LENGTH IS 32'+7T+T=108'AND THE OPENING WIDTH IS 31r+36'+1'-M REFERENCING SHEET 28, F O THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF 2-3/6'AND WILL to EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0.055.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. ,$ t FROM TABLE 314 SHEET 7,THE 1'X 2.78'X.375"MULLION(LENGTH=108',OPENING WIDTH a 86')MEETS THE DEPTH REWIRED,HOWEVER THE DESIGN PRESSURE IS+1-16.1 PSF a N MULL MYTH AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q FROM TABLE 12A,SHEET 18,THE 2"X 4'X.2W MULLION(LENGTH=108',OPENING WIDTH-8n HAS A DESIGN PRESSURE OF 4/44.7 PSF WHICH EXCEEDS THE REQUIREMENTS d O O SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. A SEE DETAUA 32• FEt1E8TRATioN SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH B 36+36+2"-74",NOT 73'AS PREVIOUSLY -� PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.12'+35-11Y+2'-73'. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED CALI CONCRETE HEADER AND SILL ARE 6 WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. �nMULLION� - � USING THE STANDARD CLIP WITH(6)3110'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.17 GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH �-am �SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. LENGTH DETAILS. DETAILE, & OPENING S}EE752-3 SHEETS FOR THE HORIZONTAL MULLIONS: "sew BECAUSE THE VERTICAL MULL WILL BE A Y X 4"X.260'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER NDS MULLION TYPE COULD BE CHOSEN. PRODUCT REVISBD te0.aLON0 o Idyinj vdlh me Flff(d1l 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32"+72'+2"-168'.REFERENCING SHEET 25,THE COLUMN USING TRAPE2010ALITRt NGULAR LOADING MAY BE USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X 250'MULLION(@ LENGTH-42.OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Act No 16.021 S.03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REOUT ED OF 521 LBS. F Phatim DieSEE DETAILS. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMSS ARE S' stEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8".CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X6 ANGLE CLIPS WITH M' Dido lie" r 2a (4)3/16 ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•Ci�l/ES•AN jNCH4R CAP64CIQ'OF�L.BS WHICH IS GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. •• •• • • • • • • • • • ��\ N-(LYNN sf.IBD ffi •M 4)FOR THE U-CLIP IN THE HORIZONTAL MULUOn i y VWYt%%M MWCW,UBE TILE WAMANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHORLtNM CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHI&H IS GIW.ATiR,ANDfHEREFOREI U�A�,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE WIDTH FOR VERTICAL MALL ANCHOR TYPE IS A912 STEEL SCREW. •• •s• •• • st E4o.50705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ - +F84.7 PSF FROM THE VERTICAL MULLION: '•'LI` ` (�J J O I,�j. IU +1.170.0 PSF FROM THE 30'HORIZONTAL MULLION ATTACHING TO CIAO; +1--170.0 PSF FROM THE w HORIZONTAL MULLION AwACHim"THE ON(INT CTLQI • {)'•. STA E jJ THE LOWEST DESIGN PRESSURE IS 404.7 PSF ANS WW&UO A:PLY TO ALL • M11 1.tDNS.•• • • ;'�fii•'••.FL.....•'\T7�,: VERIFY THE DESIGN PRESSURE OF THE FENESTRATIjb1q!PR j1SWLUfTHtisNULuOwY3TEMtTH!LOWERDESIGNPRESSURE,OFMULLIONSORFENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEM814Y.FINAL FRfi4ilYtE RSCIUIRES THAITHE BOSH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYFlh1 Ma4LL�L,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICA NS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.9 58705 • •• •• ••• ••• •• •• r L EXAMPLES OF RECTANGULAR LOADING! EXAMPLES OF TRAPEZOIDAmPJANGULAR LOADWt list PW PIN t�t� PW 1 // �O8 CO SHIDH SH@H -SH/DH 311fDH t PW N N , ` % % ,I / m DI LOADING OF VERTICAL MULLION ANG OF VERTICAL MULLION I / J SILL OF WINDOWS NOT ANCHORED WfTHINTERSECTING HORIZONTAL MULLIONS / FllNtiED J SGD _ LOADING OF VERTICAL MULLION j to t PW 1 LOADING OF HORIZONTAL MULLION BBB 1 LOADING Pw PIN ca 01 PN z 1 � q N y I SH/DH 8 SHIDH SHIDHI Q a 0000��st0 4 u SHIDH z ' LOADING OF VERTICAL MULLION LOA61N6 OF FiOR20NTAL MULLION / / SRI OFWMDOWSNOT ANCHORED WITH INTERSECTING VERTICALMUWON1 I tWY PW � HR 1 1 LOADING OF OF(Z)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL. I MULLION 1 PIA HINGED 1NOTES: PW i ;-RGDUCT REVISED DOOR I i)DRAWINGS ARE pWI Cade � � I RF_RESENTATIONS OF TYPICAL Accept=0 No p 3 PIN CONFIGURATIONS. F4WhTdtpn Daft QOQI I PW CONFIGURATIONS NOT SHOWN j Mi MAY BE EXTRAPOLATED FROM Miran THOSE SHOWN. oo 1 • / • • • / • I • • • • • IF THE LOADING TYPE CANNOT 1 lYIi1V i • i i i•• •• PW BE DETERMINED.USE �`•�v'r'.��''cFri^'A,/��'i�� I / • • • • • RECTANGULAR LOADING. ��.,. �i �F '•.'•P PEN PW i • w • •• 3 SEE PRODUCTS'APPROVAL FOR No.58705 ACTUAL ANCHOR LOCATIONS. - LOADING OF VERTICAL.MULLION LOADING OF VERTICAL MULLION �] /` 7�. PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS t •• % 'ti,' .SGD, IIJ t • • • • - f1 00 •• •LOAOINGOPWI TRC OIL • • LOADING OF HORIZONTAL MULLION MULLION FL P.E.#SS703 • • • • • go go • • • • • • • • • • • • • EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALn RUWOULAR LOADING: PW PWL4 0 PW rPW � m SH/OH SHASH -SH/OH SH/DH It PW Z N ' LU O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I Ell / / to a TOO I zN z�z PW LOAOINGOFVERTICALMUWON � �yj LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION sr 1 Q Qq�� O PW Z O { N �L PW Z O y H SHIDH SH/DH SH/DH i a ° Z N 4 4 SH/0H � LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTINOVERTICAL MULLIONI PW PW HR I 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADINGFULLION OF HORIZONTAL 1 PN' HINGED 1 NOTES: ' DOOR PW PW .:•?a-plyi REVISED � .n tomplyina Frith Oo FGridm 1 1)DRAWINGS ARE Bdidiry{Code I RERESENTATIONS OF TYPICAL Aeaep mw No p?� j PW CONFIGURATIONS. O� 1 1 CONFIGURATIONS NOT SHOWNPW e • • // MAY BE EXTRAPOLATED FROM Won •�• • •I J THOSE SHOWN. •• • • 2)IF THE LOADING TYPE CANNOT ��1�� LYNN/y •i i i j i •/ • • BE DETERMINED.USE /4F•'•; !!!_• ••' PW RECTANOULARLOADING. ��,. �;,GFhIBF •.•Q PW 3 SEE PRODUCTS'APPROVAL FORNo.55705 _ '. j ACTUAL ANCHOR LOCATIONS, LOADING OF VERTICAL MULLION LOADING OF VVEERRTTjjCAL �1 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING h�i$� WOMB •j • • • ti.'.� f�(l b °� • • • •1 • • • • SOD �)`'.• ST IGOf :•C!' LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN}AI�yOWF�.E. ' MULLION MULLION PL P.E. 68705 • • • • • • • • • •