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WS-15-2972 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INS P-251228 Permit Number: WS-11-15-2972 Scheduled Inspection Date: January 21,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LA ROCHE, CLAIRE Work Classification: Window/Door Replacement Job Address:121 NE 96 Street Miami Shores, FL Phone Number (305)469-2133 Parcel Number 1132060132580 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 22 IMPACT WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-250985. CREATED AS REINSPECTION FOR INSP-250892. CREATED AS REINSPECTION FOR INSP-250658. CREATED AS REINSPECTION FOR INSP-248442. Cancelled over the phone by contractor Failed ❑ No access Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 20,2016 For Inspections please call: (305)762-4949 Page 28 of 32 � g 1 29 TL SPECIALTY ENGINEERING CONSULTANTS,Inc. DADE - BROWARD - PALM BEACH January 11,2016 1\ Mr.Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood,FL Re: LA ROCHE RESIDENCE, 121 NE 96TH STREET,MIAMI SHORES,FL EXISTING CONCRETE BUCK REPAIR Dear Mr. Burnett: Pursuant to your request we have analyzed the installation of the new windows into the existing precast concrete window openings. The existing pre cast openings have a concrete "buck" or lip where the original window flanges were installed. Due to the fact that the new impact windows have a larger flange width than the original windows, there exists a gap of up to 1" between the edge of the concrete buck and the edge of the window flange. We recommend filling the void with a 2x pressure treated wood filler, ripped down to 1"thickness, fastened to the existing precast concrete buck with 114"o x 2 1/4"tapcons @ 6" on center(Figure 1). Window anchors must be fastened to the existing concrete buck and meet all the approved NOA requirements including fastener size, edge distance, and embedment. We find that these connections are capable of supporting the design loads and are in accordance with the 2014 Florida Building Code. We hope that you find this information helpful and should you have any questions please feel free to call on us. o®®oea111111®®o 1Zei �o o ', ° .• 69ssultants, Inc. *• 01 gldaeBlanc,PE ; = Spencer Ledgard ® ' •ter o TfpefMons.-: Project Engineer Regisf6f N"nal Engineer: #0077012 Certificate of Authorization: #009217 1599 SW 30ffi Avenue, Suite 20 - Boynton Beach,FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542 Page 1 of 2 LA ROCHE RESIDENCE,121 NE 96TH STREET,MIAMI SHORES,FL — NEW IMPACT WINDOW EXISTING PRECAST CONCRETE ---. 2x P.T. FILLER FASTENED TO BUCK PRECAST CONCRETE W/ 4"0 x 'Z 2 4' TAPCONS @ 6" O.C. (2" MIN. FILLER WIDTH AND of 1 4" MAX THICKNESS) 1)/4' ° �a ° 2" MIN i EXISTING 8" MASONRY FIGURE 1. °°, ill`®° Pdam dee®°,o 4 G E NS .�d,�� • o 7701 - ° ® STATE o 9 S •...s.• N Al—�®��, ►18 E o Al— Page 2 of 2 h HeriitolS- .. - - 972 : { Miami Shores Village " ,:-; PBRt'tf Type" IiillltiCws/Sett 10050 N.E.2nd Avenue NE nr Cias iN1t#±p� � t�'Rrltt ` .... Miami Shores,FL 33138-0000 it tea_ `Pera�tAPPROVED yes Phone: (305)795-2204 �CO�tNA 4Iate 1211/211 , Expiration: 5129!2016 Project Address Parcel Number Applicant 121 NE 96 Street 1132060132580 Miami Shores, FL Block: Lot: CLAIRE LA ROCHE Owner Information Address Phone Cell CLAIRE LA ROCHE 121 NE 96 Street (305)469-2133 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 39,086.00 FLORIDA HOME IMPROVEMENT (954)792-4415 is Total Sq Feet: 0 . Type of Work:REPLACE 22 IMPACT WINDOWS Available Inspections: No of Openings:22 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $24.00 DBPR Fee Invoice# WS-11-15-57879 $4.80 11/25/2015 Check#:21417 $50.00 $355.60 DCA Fee $4.80 Education Surcharge $8.00 12/01/2015 Check#:21412 $355.60 $0.00 Permit Fee $320.00 Scanning Fee $12.00 Technology Fee $32.00 Total: $405.60 In consideration of the issuance to mof this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conform' with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume r p ibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLU MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify a I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. or au z the above-named contractor to do the work stated. December 01, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 01,2015 1 Property Search Application-Miami-Dade County Page 1 of 1 PROPERTY APPRAISER OFFICE THE Summary Report Generated On:11/13/2015 Property Information ` Folio: 11-3206-013-2580 Property Address: 121 NE 96 ST Miami Shores,FL 33138-2725 Owner CLAIRE E LA ROCHE ` Mailing Address 121 NE 96 ST - - MIAMI,FL 33138 USA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT - Beds/Baths/Half 3/3/0 Floors 1 - a Living Units 1 Actual Area 2,714 Sq.Ft 4 Living Area 2,186 Sq.Ft Adjusted Area 2,549 Sq.Ft Taxable Value Information Lot Size 8,625 Sq.Ft 2015 2014 2013 Year Built 1949 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value 1 $91,5941 $90,4711 $88,396 Land Value $164,082 $164,082 $112,453 School Board Building Value $168,481 $164,110 $164,110 Exemption Value $25,000 $25,000 $25,000 XF Value $480 $486 $492 Taxable Value 1 $116,594 $115,471 $113,396 1-1 city Market Value 1 $333,043 $328,678 $277,055 Assessed Value $141,594 $140,471 $138,396 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $91,594 $90,4711 $88,396 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $91,594 $90,471 $88,396 Cap Reduction $191,449 $188,207 $138,659 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Price OR Book- Qualification Description Homestead Exemption $25,000 $25,000 $25,000 Sale Page p Note:Not all benefits are applicable to all Taxable Values(i.e.County, 11/01/2007 $0 26169- Sales which are disqualified as a result of School Board,City,Regional). . • 4900 examination of the deed • 05/Ot/19905/01/1999. ••; ;8j3t: • ales which are disqualified as a result of � ination of the deed $ •3 "* exam Short Legal Description ..• see . j 1534165342 00000 06/01/1971 $37,000 00000 Sales which are qualified MIAMI SHORES SEC 1 AMD PB 10-70 • •• no�nre-cord. `� /�/�7 • . .• •1n-Gq LOT 18&E1/2 LOT 17 BLK 19 '•• : • •.. ••' • • • ' ED LOT SIZE 75.000 X 115 •• • ••• • ;• OR 18638-3720 051999 5 2015 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not Lb I le rriest current&0e Property Appr iser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:�anrovq�.pl�pvage.$ovfanio/dii;lI r 4.as http://www.miamidade.gov/propertysearch/ 11/13/2015 Miami Shores Village T WED �� Building Department 7'NOV 9� 2 15 �X 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 �Y: INSPECTION'S PHONE NUMBER:(305)762.4949 �fet FB C 201'-1 BUILDING Permit No. PERMIT APPLICATION Master Permit No. W5 I5- Zq-:7Z Permit Type: UILDING ROOFING JOB ADDRESS: l Z] E Ck b 5T City: Miami Shores County: Miami Dade Zip: 3313$ Folio/Parcel#: I X-3 20b- O 13- 'Z510 Is the Building Historically Designated:Yes NO IC Flood Zone: OWNER:Name(Fee Simple Titleholder): CkjA,,_1,E LA. 16GAC, Phone#: -A$l0 3'90 - OS do Address: % ZI w�c 9(c %N- City: TCity: b►t i SOCA-as State: i7, Zip: 33137 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: F C*4 0.crtc !EW&ojE r{.C-J'V-5 Phone#: 914 "12 4 g 1 s Address: 40:10 5LO 3DNA 4/4c_: City: 3oc\\x) State: Zip: '33312 Qualifier Name: Phone#: 9'54 2L114t5_, State Certification or Registration#: L O \Qa C1 o Certificate of Competency#: Contact Phone#:`K` 'AM_4 V11IC- 6X. IN 3 Email Address: C1WA. J J . Lprk DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 11 , 000(o Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New )dRepair/Replace ❑Demolition Description of Work: tl.�Plstr ZZ rt-r(Aec� tai�ch,��. Color thru tile: Submittal Fee$ Permit Fee$ 2- QQ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ ` t Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �WSignatureo, Q6L C/U q Signature Owner or Agent Contractor The foregoing instrument was acknowledged before /n�me''this� The foregoing instrument was acknowledged before me this day of 20 ,by L�ZA, A 'L�Y'� day of ^�V ,20 I ,by `is personally known to m who has produced wh is personally known t or who has produced As identification and who did take an oath. as id ntification and who did take an oath. NOTARY PUBLIC: NOTARY �`�1111111111//// )01300 %i 1 N Sign: Sign: \�o °\2,20F�A'c� tr Print: �J�'J � Print: LZit `P'*e My Commission Expires: 4P�N<,v ANTONIO HERWDEZ My Commission Expires: %2: #FF 033022 ;o` * MY COMMISSION#FF 164915 Bondee ' wJ9�OF RO`oc o dedEXPlRES:Octobe1,Thru Butet Notary Servkee s/18 /��9A�BC 1C,°ST P 'ad�%a APPROVED BY r L� C Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) %cL NCEIVEDSpecialty Engineeduug Consultants,Inc. y, e > WDM Velockes in South Florida25 2015 5 1599 SW 30 Avenue,Suite 020 .,�E �f�. Dade Brmvard Palm Beech Boynton Beach,FL 334328 Risk Cell 164 146 i36 Low risk to humans aba,6 G a FL.CA 0 009217 ..> - Risk Cat 2 173 I70 I70 Sin a Femil 5 s f/ nut Risk Cat 3&4 186 180 180 Esswtial F P Q L 1 -�GCP �� c8otre and IhngatWns of Use 11 \ 1 Wharts provide whW pmwres(rased on the mean roof height ASM shall not exceed 8l 4r. 2 1 Desian Pressures we for an enclosed buMncft shutters or other impact resistance protectlon r uh V(mph) 175 162o FBC far HVHZ,or Fig 26.5-1a 3 User shall detemdne themean roof h Eave height-Roof Peak)12. Risk Camsmy u Table 1.5-1,page 2 4 End zone distance is the lessor of IllA of length,10%of width or 40%of the mean root hatht and not less than 3•-0" Exposure C Secdon 26.7 5 11`50%of acomponent is N e ar zone then tcomponerd•coneklered to be 6u zomaloft of the area.If questionable then Nam In Zone 5 Kd 0.83 Table 26.6-1,page 250 B Each componenL vomdow door,mullion has a blutery area that Is area to be used.Area of com ants w rounded down but sha0 not be less than 10 at. KA t Figure 26.8-u,page 252 7 For 11 that uhe a Kd=1.0 then mM the values listed herein 1.18. OCpi o.18 -0.18 a55 8 WOM esswes are based on Allowable stress n. pitch ofmot 3112 14.0 degrees 9 D n assures Osted herein we valid fw res B and C and e re D.(Max roof height 30 theta 14.0 degrees 10 Charts end values Gated herein we o valid when ned dated _sealed De --'a. le PE 056214 or Mark LeBlanc PE 035883 11 WNd d n reesures we calwleted N accordance with ASCE 7-10 Method 2 12 No re M n Is taken for sl less than 10 d rees. Arca of Area ofoomponent Area ofcomponent Iuead-vonm Area ofcomponmt Am of A-of rea Aof rea rea Aof com Aof com Area of can Mod 15.0 of 20.0 sf 25.0 of 30.0.17 35.0 of 40.0 sf 45.0 of 50.0 of 55.0 st 60.0 at Mean Roof Hei one 4 Zone 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 Zorre 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 79.8 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 74.5 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 1 -04.0 -54.4 72.8 -52.0 72.4 -51.3 42.0 -50.5 71.6 49.7 41.1 48.9 70.7 78.2 -40.3 47.4 -39.9 -46.6 -39.5 75.8 -39.1 75.1 •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 A• • • -14.6 5.1 Go 43.4 -52.7 42.9 -51.9 72.5 -51.1 72.1 -50.4 71.7 79.6 41.3 48.8 70.8 78.0 70.4 77.2 -40.0 -06.4 -39.6 45.7 •••••• 41.6 411.09 040.3 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 • • 5.1 -51.7 •73.9 1 -53.3 43.5 -52.6 1 73.0 -51.8 1 -42.6 -51.0 42.2 -50.2 71.8 1 79.4 71.3 78.6 -40.9 1 77.8 70.5 1 77.0 70.1 -46.2 •••••• • 42.1 412.1 040.8 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 75.7 •5 . •-04.4 -54.0 73.9 -53.2 73.5 -52.4 73.1 -51.5 42.7 -50.7 72.2 79.9 41.8 49.1 71.4 78.3 71.0 77.5 70.5 -46.7 • 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 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 •••••• 0 • .2 -57.5 •-44.9 -54.5 74.4 -53.7 -44.0 -52.9 73.6 -52.1 73.1 -51.3 42.7 -50.5 72.3 79.7 71.8 78.9 71.4 78.1 71.0 -07.2 ••••• ••• •43.0 sWb• •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 • •0000e 2 76.6 -5. 75.3 -55.1 74.9 -54.3 -44.4 -53.5 74.0 -52.6 73.6 -51.8 73.1 -51.0 72.7 -50.2 -02.3 -09.4 -01.8 78.5 71.4 -07.7 0 /3.4 643.4 942.0 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 •••••• 21 •X17.1 -�.�• 45.8 -55.6 75.3 -54.8 -44.9 -54.0 74.4 -53.2 -44.0 -52.3 73.6 -51.5 -03.1 -50.7 72.7 -09.9 72.2 79.0 71.8 78.2 • • • 43.8 •4 ?s 6 •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 77.5 -58.9 76.2 -56.2 45.8 -55.3 45.3 -54.5 -44.9 -53.7 74.4 -52.8 -44.0 -52.0 43.5 -51.2 73.1 -50.3 72.6 49.5 72.2 78.7 • 9 9 6 •i4.2 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 •18.0 &59.2• 46.6 -56.7 76.2 -55.8 45.7 -55.0 75.3 -54.1 -44.8 -53.3 74.4 -52.5 73.9 -51.6 73.5 -50.8 73.0 49.9 42.6 79.1 •••••• 44.6 4a. •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 •29 0 6*48.4 -59.7 77.0 -57.2 76.6 -56.3 -46.1 -55.5 45.7 -54.6 75.2 -53.8 -44.7 -52.9 -44.3 -52.1 43.8 -51.2 73.4 -50.4 72.9 79.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 78.8 -60.2 77.4 -57.6 77.0 -56.8 -46.5 -55.9 -06.0 -55.1 75.6 -54.2 75.1 -53.4 -44.7 -52.5 -44.2 -51.6 73.7 -50.8 73.3 79.9 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 79.2 -60.7 77.8 -58.1 47.3 -57.2 76.9 -56.4 76.4 -55.5 75.9 -54.6 45.5 -53.8 45.0 -52.9 -44.6 -52.0 74.1 -51.2 -03.6 -50.3 45.7 45.7 44.2 _ 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 4e.j 0� 9 28 49.5 -61.2 48.2 7 g7.2 -56.8 76.8 -55.9 76.3 -55.1 45.8 -54.2 75.4 -53.3 -44.9 -52.4 -44.4 %�I .0 �Z' 46.0 46.0 44.6 M3.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40. °°40!D° 29 79.9 -61.6 78.5 - .0 78.0 -58 7 -55.5 76.2 -54.6 75.7 -53.7 75.2 -52.8 -44t. QjyV. ° M.8 °°e$L� Adm 46.3 46.3 44.9 - 42.9 42.4 ...2.4 4IWOA 4 41.4 40.9 Q0. 40.5 40.9 30 -50.3 -62.1 78.9 -9.4 78.4 -58.5 77.9 -57.6. 7.4 -56.8 77.0 55.9 76.5 -#. .6 -53.2 -0. -5 .3 EryDATE a Z0f\11NG DEPT ; cc W 0 BLDG DEPT SUBJECT 1"0 CCNIPLVNCE IMf H ALL FEDERAL - e6 SS/ °% STATE ANO I;Cl. N,Yr3LLL=S AND REGULATIONS s�sEto ��®®o® 4 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART , Address:121 NE 96 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 1101/8 x 617/8 NO YES 2 FL16736.1 1� y y 731/8 x 62 3 .j. FL16177.1 +70.0 -70.0 .(, -53.6 35 7/8 x 37 4 -43.4 35 3/4 x 37 5 371/8 x 56 3/4 2 x 4 HORZ 6 371/2 x 56 3/4 .J, 1 x 4 7 1j FL9520.2 .� 8 : .T. FL13010.4 +55.0 -55.0 371/8 x 20 (+/-80) .j. .6096. 9 . . 9 371/2 x 20 VERT& .�. 1O •.j, :..: .�, �, �j, �, J, 371/8 x 20 HORZ 6666.. . .. . .. FL16736.1 +60.0 -60.0 621/2 x 48 •12•• 6 FL16177.1 +70.0 -70.0 18 x 371/4 �. •l• 6666.. 13 ' ' .J, ;"' FL16736.1 +60.0 -60.0 -53.6 511/8 x 491/2 1 x 2.75 .�. 6666.. .121 .L• •• FL13010.3 +70.0 -70.0 35 x 491/2 .j. 1 x 2.75 .l. 15 FL16736.1 +60.0 -60.0 .J, -43.4 731/8 x 491/2 16 FL13010.4 +55.0 -55.0 18 x 491/2 .l. •l, 17 FL16736.1 +60.0 -60.0 -53.6 73 x 49 5/8 18 FL689o.1 +67.5 -67.5 -43.4 35 7/8 x 491/2 19 .l. FL16177.1 +70.0 -70.0 1, 20 18 x 371/8 21 35 7/8 x 491/2 22 .j. FL16736.1 +60.0 -60.0 52 x 491/8 �, �, 03 Fl FF IAC.. 1._ .i .�.. ..L.�., J'-••i- .,-� i = iI .`�.._ I .� �« :�•:: '.;.. .li�.._ Lam.•. ••I'..�. ''.;_. .I.:I: .� .-I•• •'-�. i. i .1. d I iIww ; 1 1 r , , .T•. I... , , rill •�•••• •i�� • �11�i .� .� ll. ..� l .� :.j... ;. ! j 4- j• �.« .d.. �.. ..0 i• j � { i i , rA`. 1 ( 1 •.••• •31 � • i. � � i. i i I , i I � ; S 1 . } �.� i i � �; .t 1 ' i 1 � \y •••••• � ••• � 1 1 , ;. i••j• I I } I••� •j i 1• .:. _�_. I...j.. k. f •. I ; 1. �..•. • � •rt � ! ! i � � � ! � » .! � i .i .111..E .! I ; .;... •••••• � •, + _;—' •T ; r , 1 ' i , "i I I` .S 1. ! I n\ .1._ .. � , , ! y ' j ;.�.«.j_ � I ...: j. I ' •,.,w .I. .i. a. ; ;....1. I.. ff 1 1 , �i F"!•. I I 1 � j 1 1 i i ! .i... .�. .1_ "i..,'..._.L...n.. S •�' fy �• g .� '' ..,, i...`. i"w� »I-�.. .I..1. ' i •` JI— OWL .i .�•-1. ...;...'.. .i. ..�..�r .��—. '. a"1 .i... •i- .j_ ..i. •�'� 1 I �� r; 1 ; � _ �• t. I I� ;• ' •y •!. 111 �. .�, .; tli r j !. ��.i.. j_i. ;. ; I �.�.;. I FI '.1 i .S (_ J.. _L I t ;.• i lb Florida Building Code Online Page 1 of 3 ftli dDpnRtR Of 50SHWW E Log In I UserRegb&atron HotTa>ks SlmmitSurchaW RM&FaM i PuaL,w.l . Bus nes �`� Proessir�al �`�""ap USER:Puark User Regulation IMMMMMUMM Product Approval Menu> >Annllotlon Us t a ApplHaUon DeteH FL# FL13010-R3 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 ekossocws.ce Authorized Signature Koss Erin ekossocws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekon*cws.cc Quality Assurance Representative lay Lathrop AddressMone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ,llathrop@cws.m Category Windows Subcategory F7xed Compliance Method Evaluation Report from a Florida Registered Architect or k)Licensed Florida Professional Engineer 63 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 12 Validation Checkilst-Hardcopy Received Certificate of Independence FL13010 R3 COI Fvpftep MS-37313(PW-8300, 120x48.IMPI,od •• ••• • • • • • •• Referenced Standard and Year(of Sta%dard) •: •tbopld • •• Year ••• •• •kF4A(1b*/gw%V1/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.5.2/A440-08 2008 ASTM E1300-04 2004 • ••• tAST14 iW5-06•• ••• 2005 • ; ;ASTM E1905 96- ; ; 2005 •i i• • pi TIS 7i00i Q3 i• 1994 ••• • ••• • • • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr�_appy.apxlFpa?s3m�141VXQwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 2 of 3 Nulvalence of Product Standards Certified By 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 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 FL13010 R3 IT CWS-4338(PW-8150 36x72 IMP).p_df Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 56201 Impact Resislant:Yes Created by Independent Third Party:Yes Design pressure:+75/-75 Evaluation Reports Othen PW-8150,36'x 72",DP-+/-75 psf.Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.0df Impact.In HVHZ may only be used up to 30ft above grade. FIA3010 R3 AE EvalReo CWS-4338(PW-$150.36x72. Glass complies to ASTM E1300-04. IMP).nQf FL1ai 10 R3 AE Ouanex(Mlkron)MOA 12-1017 02,ndf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use In HVHZ.Yes FL13010 R3 II CWS-5106 f -815D. (ONTHDSL Approved for use outside HVHZ:Yes IMP).odf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Prossurei+67.5/-67.5 Created by Independent Third Party:Yea Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8" Evaluation Reports x 72".Outer lite must be safety glass above 30 R.In HVHZ. FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Glass Complies to ASTM E13D0-04. F113010 R3 AE EvalRe CWS- 10B(M-8150, CONTHDSL.IMPLad FL13010 R3 AF Ouanex(Mikmn)NOA 12-1017 02 pd„f Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48". Limps of Use Installation Instructions Approved for use In HVHIM Yes FL13010 R3 II CWS-3738(PW-8300 120x48 IMP)„pdf Approved for use outside HVHZt Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party;Yes Design Pressure:+70/-70 Evaluathm Reports Other:PW-8300, 120'x 481,DP=+/-70 psf.Large FL13010 R3 AE DuPont SGP NOA 11-0624 02 odf Missile Impact.Glass complies to ASTM E1300-04. FL13010 R3 AE Evalikep CWS-3738 120x48. IMP).odf FL13010 R3 AE O,pan x fMikron)NOA 12-1017 02 pdf 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 HVHZ:Yes Ft 13010 R3 II CWS-159D(PW-8300 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 Other:Large Missile Impact,See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27,o Max.size and DP's.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-D624 02 ndf ft.in HVHZ.Glass complies to ASTM EiV010.4• • • • - 59D -8 0 72x76 • • • • • • IMP)%dP • • •• • • , �Q R3 AE Ouanex(Mikro )NOA 12-1017 02.odf • •i i � b)oIndependent Third Party:Yea Bacdc Plait •• • • •• • • • • Cantad i•;;190th rth.Monro.Stag,Nallaheaaed t 32390}honor•850-497-1824 The State of FlwWa is an WEED employer.C..,,maht 2002-20U-S,a of Flava.;;p Statement;:AccessfbIlitv Stgement:: http://www.floridabuilding.org/pr/pr app_&l.a$PXVPat4lb.WF.VXQWtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 3 of 3 , Under FArlda law,ema0 addresses aro public records.U you do not want your e-mall address released In response to a public-records request do not send electronic mall to this anttty.Instead,coact the atMz by phone or by traditional moll.H you how any questions,please contact 850.487.1395.'pursuant to Sadbn 455275(1),Florida Stahl,atfed9ve October 1,2072,licensees Ikamsed under Chapter 455,F.S.must provide Me Departmant with an wna8 address It they have one.The mnalls provldeA may be used for official communication with the lacer pw.However oral addresses are public record.if you do rot wish to fly a personal address,pkv provide the DapartmoM with on arab address which can be made avaaable to the public To determine H you are a licenses under Chapter 455,F.S.,please dick pitta. Product Approval Accepts: INV® ® L%w Wltv>u IA H'., •• 00: •• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • as • • •• • • • • • •• • • • •• •• ••• • ••• • • • ••• • • • • ••• • • http://www.floridabuildingx? X .org/pr/pr_app jLaVaro= XQlj QwtDgvQEb8FEH60... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 373B April 18,2015 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 120"unit size 49 1/4"x 121 1/4"flange size, 1/4 Temp.-air-7/16 Lami HS(3/16-.090SGP-3/16)glass 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 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-373B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210 3591-1,and 4A,from National Certified Testing Laboratories,Orlando, FL signed and sealed by Gerard J.Ferrara,P.E.,with testing performed: AAMA/WDMA/CSA 101/I.S.2/A440-05,ASTM E1886-02/05 and ASTM E1996-02/05,and TAS 201,202,203 1994 4) Supplemental Calculations to support CWS-373B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-373B. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 120"unit size,49 1/4"x 121 1/4"flange size, with max.glass daylight size of 45 1/8"x 117 1/8" • Achieves a design pressure of+701-70 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 1/4 Temp.air-3/16 HS-.090SGP-3/16 HS laminated IG glass minimum • Requires Dupont SentryGlas Plus Interlayer per Miami-Dade NOA 11-0624.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 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 Ss'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. .e ••• • • • � •• '.'+'t by.se rri�i e � so 0OZ • • vim: • • •� � Icr�*` A.Tu4/18/2015 '� '.•.� P t p.'�% Lucas Turner,P.E. '•,� '�'I to--R� @ ,+�' FL PE#58201 •;• ; ;�i;►�g '� ys�� Lucas A.Tumer • ••• 2015-0418 22:14-04:00 . . . • • • • . . . • .. .. . . . .. .. ... . . . ... . . PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES, 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yyL TO COMPLY WITH THE FLORIDA BUILDING CODE(FBCL CURRENT 1� V 44TM AYE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHn AND 13 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA.FLORIDA 34474 DEFINED IN ASTM E 1888 PER THE FBC. WWWCWS.CC 2.GLAZING OPTIONS:(SEE SHEET3) I=PVC s. GARCHITECTURAL INCLUDE,BUT ARE NOT LIMTTED TH E WN ON SHEET 2. PICTURE WINOM 121 1/4.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 12V MAX MIT WIDTH GLASS TABLES ASTM E-130604. _m -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 117116 GLASS DLA INFILTRATION TEST PRESSURE AND GLASS TABLES A ASTM E-1300-04. I.- O ———— ———————— ——' '— 8.ANCHORAGE;THE 331131Y.STRESS INCREASE HAS NOT BEEN USED u p > 49 IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR K +D OVER -- -- I DETAILS.W INDLOAD DURATION FACTOR Cdy y1.8 WAS USED FOR WOOD FLANGE L I -- - -- -- -- ANCHOR CALCULATIONS. 5� O Z •• B 8.PRRO UCf APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT N toi , • • �•�e'•• I •• W •• ••• MAX • • B S • • ••NII • • O i 7.ALL FRAMES ARE FULLY WELDED. c •• ••• • • • 8.SERIES/MODEL DESIGNATION PW-8300. • • aL1hR�9 •i••i e 8 THE DESIGNATION X AND O STAND FOR THE FOLLOWING: •� ••• • ••DLO •• •• C 0-FD(ED SASH. • . . • g • ••• ••• • ma••••• I s 10.SECTION CALLOUiS APPLY TO ALL ELEVATIONS IN A SIMILAR -- — ¢lip •• :•• •• • •••• ---- — ------- LOCATION. p.00DREW!&, • • • • ♦_g i• ••i • •• •••• e A ,rOGj.V�CEMB�.N��iy • • • •••••• fi�� Ne 58201Tum Lucas A. Z •• • • •••• 2015-04-11 O i STATE OF f�two •••••• •�•••� • • 15:08-04:00 � oNA41` �pifau+� z7- 4/1112016 LUCAS A.TURNER,P.E. FL PE#58201 1238 JABARA AVE- NORTH VENORTH PORT,FL 34268 PH.941-380-1574 SHEET GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES 8 ELEVATIONS.......1 BY: DATE ARCHITECTURAL SHAPES............._...2 ADE 05/05/07 SECTION VIEWS a GLAZING....-..........3 (pSjjEESIGN PRESSURE RATIN IMPACT RATING EXTRUSIONS&B.O.M.................-........4 ANCHOR SCHEDULE 6 NOTES............a +/-70 PSF LARGE MISSILE IMPACT CWS 373 SHEET INSTALLATION DETAILS.......................8 120 1 OF 6 tin-IuaawsTsr 19D0 SW 44TH AVE. OCAUk FLORIDA 34474 wW W.CWs.CO $300 PVC PICTURE WINDOW FULL E U M rQVA,.� IMPACT � r FULL el Tamommm � wilm ca 0 C:D z Q • •• .r e m • • • e e • • ••• • •• N '�- W .•}••• 6666•• �,• � � � F Q ••�••• a •6.9 •-- 9mg m a z •�••• ••• • 669006 0 • • m+alrh • 960 0996 i •66996 AfoN1ftoORE 6• 666 � � N6 5BZ015 • . . •6009• • z 9. 666 • 000.6• *: # • 6:6660 • •• �9? STATE OF :7Jy: 0• ••• 6666 • ��4yF�••:,,QRlOr��r Nmw �z I.SEE SHEETS FOR DETAILED ANCHOR NSTALLATION REQUIREMENT& 4/11/2015 z THRU FRAME-MASONRY,WOW OR METAL OPENING. LUCAS A.TURNER,P.E. FL PE#68201 3.OVERALL SDS MUST NOT EXCEED THE MAIC WIDTH AND HEIGHT OF 1238 JASARA AVE. RECTANGULAR WNDOw ON sHEET 1. NORTH PORT,FL 34288 PH.941-380-1574 4.AkCHOR SPACMG FO A ARCHITECTUAL FIANCE WINDOWS MUS!FOLLOW THE LAYOUT SHOWN ON SHEET S,WITH ANCHOR OESCRUnION: 1/4 CIRC SPACING MEASURED ALONG THE LENGTH of THE PRODUCT. ARCHITECTURAL TMANGLE SHAPES nn av; DA ADE 1 05/05/07 d e: _ CWS-373 B SHEET 1:1 20F8 INTERIOR GDOW'MrEMOS IQW SW 44TH AVE. 6 8 OCALA,FLORIDA 34474 www.CwS.Cc 8300 PVC ' PICTURE WINDOW �0 0� IMPACT Lu A-0 -0:. 3 8 S 1 S 8 4 0 SECTION VIEW B•S••06• ••• • 6• •• • ••• • •• •• •• N S o • 6•• ••6 • 0006•• 1*OVERAu m < Z •• ••• •• • .000 1/4'TEMPERED •• ••• 00 bd,T AIRSPACE ; •'y\ Stt'Qd,i� • • • 0::::. 7/18'LAMI GLASS ;-._� PIe 5820 s •w ••0••• • 0000•• �TWfr -#• •` �#3 ... F�+AT STRENGTH 5 6 • • • 8 AM SENTRY GLASS IONDPLASiWTEIVAYER .0:y STATE OF :,4u- 009000 •s• 6 3MV HEAT MEN" i��,�$�'+.R�ov.'rQ�r�`2 • B O 7 SIKAFLEXSWOR g�eshnim PURFECT GLA�'H' y 0 b GLASS B 411 5 1!2' RE LUCAS A.TURNER,P.E. z 8 FL PE#58201 n NORTH JABARA AVE. lU� NORTH PORT,FL 34298 SECTION VIEW A-A PH.941-M-1 574 QSHEET DOGRIPTON; z SECTION VIEWS& GLAZING DETAIL ADE 05/05/07 t:1DWO r. v.: CWS-373 B SCALE SHEET 1:1.33 30F6 � ITEAII PARTS DESCRIPTION PAM T$LIST VENDOR MATERIAL OOPWR• YYiNporovs 1 H-60M Fr., PW, Main,Head Mlkron PVC 1900 SW 44TH AVE. 2 H-6=13 Fr., PW, Main,Sill Mlkron PVC OCALA,FLORIDA 34474 3 H-60068 Fr., PW, Main,L.Jb. Mlkron PVC WWW.cWs.cc 4 H-6006B Fr., PW, Main,R.Jb. Mikron PVC • 5 5-6064 Glazing Bead(1"O.A.I.G.) Mikron PVC COMER WELD(ALL SEEM sm PVC 6 P-3752 Cap Plug, 1/2"Hole M&M Nylon PICTURE WINDOW 7 Purfwt Glaze"H",SikaFlex 552 Henkel J S ka Silicons IMPACT 8 P-3352 Set.Bilk.,85 Dur., 1 A X 5/8"x 2'Lg. Frank Lowe Rubber 9 P-3684 PW-8300 Gold Cert. Label, NFRC Tab 10 P-3881 Temporary Lbl.(NFRC(DP) o 11 P-3613 CWS Lbl. (logo) jL W Y 12 GLASS ISEE SHEET3 Cardinal Glass m 13 P-3113 fSerew Support br PVC 1 Team Plastic Rubber •••••• 3118' O • •• ••• • •• •• •• • ••f ••• • •ff••• 1 2 3 4 •• ••• •••• ff••f21/18' �� 1118' 114" 8 �•••,•`,w.'RREW?. oeu :• ••i • ••••f• 7� �J:r N. 56201 • • •.•••i • •f �9� BTATE OF ��? ` •�..•: • f PVC FRAME FLANGE-6006B PVC GLAZING BEAD-6064 ,�y'�a�OkA �`?•• z� 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE- NORTH VENORTH PORT,FL 34288 PH.841-WD-1574 LQ sHm7 DEscRIpr&: 3718' BOM AND EXTRUSIONS NW97—DAM SCREW SUPPORT-3113 D ADE 05/05/07 CWS-373 B SHEET 1:1 4 OF S ISM SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CWs.CC s•MAX.(TYP.) r MAX O.C.MID.) Ir MAX rTYP.) SEE NOTE 2 am PVC r-------`--- - ----------- PICTURE WINDOW I I IMPACT I I I I OR w QW.) .. MAX O.C. RYP.S a y. . _ •: ••• • • • • : H TOUT-(FLANGES o • . . • aaa+na",•i • ••• •• • •••• aaa RE •• ••• �375'OPg•vaOEplg'1i+.,+Q,yp� • • • •••••a S`„�i N• 58201 •t+pf'S •• ••• • •••••• •*C •*Z • NOTES. • • •••• 9ti STATE OF •• ;WALL * • �'1.aa�••1v O Vtf ate.` vry�t+�p AT EACH INSTALlAT10N LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES.SILL ANCHOR SPACING SAME AS HEAD, 2 SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114. USE SHIMS WHERE SPACE GREATER THAN 111W IS PRESENT. LOAD BEARING SHIMS SHALL BE ryNt1p,K CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTER.WOOD SHIMS ARE NOT ALLOWED. IZI-7-1 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 4/11/2015 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 MUST LUCAS A.TURNER'P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1238 JABARA AVE, 5,INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET S. PH.841.380-1374 S.ANCHOR EMBEDMENT TO SUBSTRATE SHAD.BE BEYOND WALL DRESSING OR STUCCO.FOR GONCRETEiCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE sir 5 taTnw: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND 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 ADE 05105/07 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. r. v.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-373 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS_ F&WAAMA 100(FN WINDOWS FMA/AAMA 200{FLANGE WINDOWS), FM VWDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) SHEET 120 SOP 8 TYPICAL HEAD ANCHORAGE SMIN.EMBE EE TABLE 1DMENT �►tnL701M 8Y$T6MS 0_7 UBSTRATE Y OTHERS 1900 SW 46TH AVE. MIN.EDGE DIST. 1/4'b1AX.SHIM EE TABLE i SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS WWW.CW&CC SEE TABLE 1 MIL EMBEDMENT .EDGE Dom• �M PERIMETER SEALANT SEE TABLE 1 E TABLE 1 am Pvc ER BY D OUT INSTALLATION ANCHOR PICTURE VVINDOW SEE TABLE 1 SEALANT BEHIND IMPACT FLANGE BY INSTALLER 114'MAX.81•RM _m PETER SEALANT BYALLER o m jp��LIN AND OUT Q 811MANT BEHIND I•LSTALLATION ANCHOR FLANGE BY INSTALLER c3 SEE TABLE 1 • •• IC • • • 9 HORFLONTAL SECTION a • ••• •• 6 TYPICAL JAMB ANCHOAAOE Q 0 •••••• d d • • • d 4 • •••• dJ Lupo •• �JNmr B •• Ihr MAX.SHIM • AGE BY IN jl=ER• • m Q Q2 •• •�BY ALLER i •• • •• MIN.EMBEDMENT ,,� DRE h�•`, •• .41E AND OUT EE TABLE 1 ,�VPr'.,,�GE��F..:�y. • a • • a3t• Na 58201 •; TRATES%WW"• • G*= * . •• sacs SEE TABLE t • • • •• SMEINEEDGE � • TABLE LIST, 29 L STATE OF !Ha •• f-SEM ANT UNDER SCF" A VER7tAL SECTION r10 HEAD BY INSl110 •• 8 TYPICAL SILL ANCHORAGE 10, 41z TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. �� DIST. FL PE#58201 (2.0 KSI MIL) 3118')IW TAPOON 1-112" 1.118' PERFMETER 8FALANT 1238 JABARA AVE. BY IWSTALI6R NORTH PORT,FL 34288 2" INSIDE AND OUT PH.941�-1S74 CONCRETE2.&5 KSI MBC) 3118'EL.CO ULTRACON 1° 1' C HORMWAL swrm e BOX FRAME INSTALLATION ' GROUT-FIN D CMU(ASTM 080) 3116'ELCO UURACON 1414' 2-1/T HEAD AND SILL SIMILAR FOR BOX INSTALLATION 2X MIN.SOUTHERN PINE(13-0.55) 311ir ITW T OR ELOO ULTRACON 1-y6• 716• INSTALLATION DETAILS 2XMIN.SOUTHERN PINE(H3=0.55) #10 WOOD SCOW 1-w 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE DRA pwT 16 GAUGE(0.0607 MIK STEEL STUD vio-lownwicAmoRim FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05107 (33 KSI YIELD MIN) TEKS SELF-DRWING SCREW 7HRU 0.06M 7H8' MIN,t/4'FILLET OF CONSMUCTION-GRADE ADHESIVE CAULK IS APPLIED r. 1/8'ALUM."03-715 MIN.)OR @10 GRADE 5 SELF-TAPPING 1 FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-373 B 118'STEEL(33 KSI MIN.) DRfLLM SCREW 7HRU M12F 7118^ PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REOUIREMENTS AS SHOWN FOR FLANGE WINDOWS. saN E: SHEET 1:2 6 OF 6 Florida Building Code Online Page 1 of 3 Fl0rdi Depaltmem. atxS Halle LOU in I User NegilibUbn Hot Topks I Submit Surcharga Stan&Fads I I t: IF 5•arch CHI Busines�l� Professi�na l ,� Produ+ct Approval USER:PUMC UW Regulation Product Aamoval Menu> >AQWlQkU2L=>Application Detail FL# C ApplUation Type Code Version Application Statics Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekossQlcm.cc Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ilathropgcws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ITi 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 10 Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 COI EvalRep CWS-373B 0W-6300. 120x48.IMP)dP •• ••• • • • • • •• Referenced Standard and Year(oNtandaro: " ' ' ' ' ••• ••i '•i ^ro'rro#Df A/P§R 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 • ••• • ASiT17 E186&Q6 ••• 2005 • i i • A%r?9 E199I:05 2005 •i • • •i CA jAS'201/7Q2/2$3• 1994 ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr_af4). .i: LaSl3xTpAr$tb•VGHYXQwtDgvQEb8FEH60... 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 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Data Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Surnmary of Products FIL# Nodel,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,36"x 721. Limlts of Use Installation Instructions Approved for use In HVHZ-Yes FL1301D R3 II CWS-433B(PW-8150.36x72.IMPl.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Perry:Yes Design Pressures+75/-75 Evaluation Reports Others PW-8150,36"x 72",DP—+/-75 psf.Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Impact.In HVHZ may only be used up to 30R above grade. FL13010 R3 AE EvalReu CWS-4338(PW-8150 36x72 Glass complies to ASTM E1300-04, IMP).Ddf FL13010 R3 AE Ounnex(Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fln Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use In HVHZ.-Yes F-Lt 3010 R3 II CWS-510B(PW-8150 CONTHDSL Approved for use outside HVHZ:Yes IMP)-ad Impact Resistant:Yes Verified By: Lucas A.Tumer 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other:Large Missile,Dp=+/-67.5 psf,Max.sty 74 1/8" Evaluation Reports x 72".Outer lite must be safety glass above 30 ft.In HVHZ. EU3010 R3 AE DuPont PVB NOA 13-0129 27.odf Glass complies to ASTM E1300-04. FL13010 R3 AE Eva1Rep nYS-5105(M-0150, CONT HDSL.IMP).odf EL13010 R3 AE Ouanex(M83ron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48". Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13010 R3 11 CWS-373B -8 2 Approved for use outside HVHZi Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Presure:+70/-70 Evaluation Reports Other.PW-8300,120"x 48",DP-+/-70 psf.Large FL13010 R3 AE DuPont SGP NOA 11-0624 02.edf Missile Impact.Glass Complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-3738(PW-8300.120x48_ IMP).odf FL13010k 12-1017 02.odf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Umits of Use Installation Instructions Approved for use In HVHZ;Yes FIA3010 R3 11 CWS-159D(PW-8300.72x76.IMP1.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Tumer 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other;Large Missile Impact,See Installation Drawings for M13010 R3 AE DuPont PV5 NOA 13-0129 27,Ddf Max.size and DP's.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02 odf ft.In HVHZ.Glass complies to ASV4EL30Q-04. • • • F1.13010 R3 AE Evalikeo CWS-159D(PW-8300,72x7 •• •i ••i i i i �0 R3 AE Ouanex(Miftn)NOA 12-1017 02 Ddf • • • • • • • .Created by Independent Third Party:Yes r • • • •• •• •• •• •• • • • :�19x70 No,rftkmh nftg!6at TaIWV w r•72399 thane;853-487-1824 The State of Flo7Ma Is an AAJEED employer,faLvriarlt 2037-2313 State of FleNda.;; :: ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr_app_dtl.a*x7pkaflr—WEVXQwtDgVQEb8FEH60... 6/24/2015 Florida Building Code Online Page 3 of 3 Under Fbrlda law,email addresses am punk records.If you do not want your e-mall address released In curse to a public-mcerds request,do not Send electronic mail to this andty.Instead,corbel,Ova ol%ca by phone or by traditonal mall.If you have a"questorhs,pease cmRact SS0.4S7.U95.*pursue+*to Section 455.275(1),Flatus Statutes,dieC1ve Oduber 1,2032,licensees licensed under Chapter455,FS.must provide the Department with an amall address If they have cm.The Mnaft provided may be used for oflldal communkatIon with the Ovensee.However emaa add rea5ae are public rewrd.If you do rot Trish to Supply a personal address,please Provide the Department with an am#address which can be rnade available to the public.To determine H you am a licensee under Chapter 455,F.S.,please twin ham.. Product Approval Accepts: No®kil® aeruri aim rcs MWIM •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • •• • • •• • • •• •• • • • • •• • • • •• •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr ani.W.a*x?p&a�—tGPVXQwkDgvQEb8FEH60... 6/24/2015 TT T RNER 1239 Jabara Ave. �-/ North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 159D April 18,2015 Product Description: Senes 83uu PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5(DP65 outside HVHZ) 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 61 G20-3.005(4). This product complies with the requirements of the 5'" 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.Tumor,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-IA,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-IA 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 0 configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D • 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 of grade • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade 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 test&oPtl"vpl propels Qf phis product. � 1tsn+iat,ri� • • •6 ig • d. ,} • • Z •': :• :•* :• �a 4/18/2015 ••• •• •511_% 8tmtrlr 'EDF 4►44U,; Lucas A. Turner,P.E. .'+,fl�;�.'; A y�y R.•'�+ '' FL PE#58201 ;Ptr ZD1q ��+w Lucas A.Tumer • • • • •.• 2015-04-18 22:13-04:00 �FNEA4L NOTES: ICTURE WINDOW - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN ISDESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FOC).CURRENT VVMOW STBrM EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZI 11100 SW 44TH AVE. AND 18 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1888 PER THE FBC. W WW.CWS.CC 49114 73114' 2.GLAZING OPTIONS:(SEE SHEET 3) PVC MAX OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH Mw 3.CONFIGURATIONS:• .ARCHITECTURAL SHAPES INCLUDE,BUT ARE MAX UNIT O • WID`rH MAX UNIT WIDTH NOT LIMITED TO.THOSE SHOWN ON SHEET P- PICTURE WINDOW 4S U8• 691/8, 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS MjO -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND A ———— —————— GLASS TABLES ASTM E-1 M-04. --------- —— I •POSITME DESIGN LOADS BASED OK TESTED PRESSLW_WATER INFILTRATION TEST PRESSURE AND GLASS TABLES g ASTM E-1300.04. o 0 0 A77 Ifir I S.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED g ¢ q IN THE DESIGN OF THIS PRODUCT.SEE SHEETS FOR ANCHOR tD C 4• I DETAILS.WINDLOAD DURATION FACTOR Q61.8 WAS USED FOR WOOD y 1 •• I B FLANGE I ANCHOR CALCULATIONS. HEIGHT 1 i•• • �••••: I I I a PRODUCT APPROVED FOR IMPACT RESISTANCE- SHUTTERS ARE NOT d o rsd • 1 • I I I I REQUIRED. MAX o Gooses� : 1 •• :.Q.� I I UNIT I {� ( 7.ALL FRAMES ARE FULLY WELDED. 8 � 2 •:•• • Hr L I j icc a SERIES/MEL DESIGNATION PW&300. 473 Ifir 8.THE DESIGNATION X AND O STAND FOR THE FCLLCWJINCk > > O • • • 1 •• •••i•• L i GLASS i O'FIXED BASH. O U m et • • SOLD • • • D 1 : •••••• I C i I 10.SECTION CALLOUTS APPLYTO ALL ELEVATIONS IN A SIMILARLOCATION • • • •• •••• • • I •••••• 1 I D I I ��+GPa;•yt68N8F•••Q,t,� •� ••• 1 •---Gooses— L I e II :• Ne M01 �tl4�fiTF • • A A•• ----- --- — Lucas i0.Tumor cc gRs •••••• • • 2015-04-11 yY►1 STATE OF b u • 15:044)4:00 4/11P201S LUCAS A.TURNER,P.E. FL PE L#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-3813-1574 SHEET DESCRPTION: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATIONRATING IMPACT RATING DRAWN Sr. DATE: ARC" SHAPES DETAILS . ..: :-3 ANY 48"x 72" +/-55 PSF ADE 05105/07 SECTION VIEWS.__...............................4 S. REV.: EXTRUSIONS&B.O,M........................._6 �N-� - LARGE MISSILE IMPACT cWS 159 D ANCHOR SCHEDULE&NOTES.........6.7 INSTALLATION DETAILS.__..................8 9i +/-67.5 PSF SHEET 120 1 OF 8 vvlNoow srsr>aRa 1900 SW 44TH AVE. OCALA,FLORIDA 94474 W W W.CWS.CC .m PVC PICTURE WINDOW HJLL 1ELlIPSE 1"OVAL9 IMPACT FULL Q1 lbQWc ? •9• ~ W Q d m • . gco CD • .•. . � Q � 0.000• • • eke � 96.6•. 0000•• • • • • a o Hi • • 0000•• U • W 00000• • • •• •• • • IL !; Ito 00000 ••• ...__. 00000 0 6•0 0 0 • • • 0000•• TAMM •�J PN :��+ 0 0 0.960• 1.0; Ne 58201 3 • *: Em •09060 • .90� STATE OF &�r R% �++nrruM" 1.SEE SHEETS 8 6 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME•MASONRY.WOOD OR METAL OPENING. 4/11/2015 j THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.W 9n j AND HEIGHT OF 1�FL g PJA#5=1 j RECTANGULAR WINDOWS ON SHEET 1. AVE. NORTH PORT,FL34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941 X1574 J MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS S d 7,WITH ANCHOR 1/4 SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. TRIANGILE ARCHITECTURAL SHAPES DIUM ADE 05/05/07 CWS-159 1) SHEET 1:1 20FS 3 WwDW MrB4s 1906 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW IMPACT e � —l"OVERALL00 ¢ 4 m r ovERALL mm • • • 311G ANNEALED at TEMPERED z a 67 •••••• ••• • • •• 3118'HEAT STRENGTH or TEMPERED c� 4� ZZ • • • VT AIR SPACE 3W AIRSPACE (^Y o y • • tC 9 0:00• • • 5H6"LAMINATED 7118•Lal GLASS ¢ ^�' 0000•• • • • ¢ �� • • • • 118"ANNEALED 3118-HEATSTRENGTH a kq$+� • • 000000 � • '690 DUPONT PVB WTERLAYER .090 SENTRY GLASS ICNOPLST INTERLAYER f3 0000•• • •0 •• •• aJ • • • • • VW ANNEALED 3M8"HEATSTRENGTH gQ W 0000• ••• • 0000•• 7 5 � O ••••• •• • •••• PURFECT GLAZE"H" O U m ¢ CI • • • • • e SIKAFLER 552 a PURFECT GLAZE"H. Z • • • •• 0000 SIKAFLEX 552 ,aadanmwerh 0000•• • • 0000•• as DRE b • • •• •••••• 000 ❑ t17'GLASS BETE 1 ❑ V2"GLASS BITE `Q��.ft CE NS • 0000•• . 70 0 7 No 58201 'sib 0.• 000• • ••• !*• *,i •••••• 1 1 �� IV% STATE of f(U � 0 �yo��s tiho a X0.1=��,•' 4�hy' N„;�aeaa GLASS TYPE A GLASS TYPE B 4,11 LUCAS A.TURNER,P.E. FL PE A 58201 1239 JABARA AVE. NORTH PORT,rL 34288 PH.941 380-1574 N: GLAZING DETAILS GLASS MAXSM URTE.- TYPE W x H ADE 05AW7 DP+155 A 48 X72 .• CWS-159 D DP+/-67.5 B 72 X76 SHEET 1:1 30178 3 4 WINDOW8Y nm 1800 SW 44TI4 AVE OCALA,FLOR[DA 34474 7 INTERIOR www.cws.cc 6 9 6 6 em PVC 6 6 PICTURE WINDOW 7 7 IMPACT © o 1 'L 0 0 • I -- w • ••• e 6• SECTION VIEW B-B 4 • N Z •••••• •••••• • • • • • • • • ••••0 000000 •••1••••• ••••••••• • • •.•••• ERIOR C p CC]mQ0 •Geese • • geese• • • • •• o::::••• �tttttlrrq»t •••••• t • L 0.909• 3.• No 5ffi01 TA so • • • •• • • *: f p 000.0• • 1 • • pct�y STATE OF ?�L„ "+rt�.R S��O R 1 O:•r��\��• ❑ ,��°��IOMAL�it`� 1 tht+nrmr>� 2 4/11/201 Q p LUCAS A.TURNER,P.E. _- FL PE#56201 1239 JABARA AVE. NORTH PORT.FL 34298 7 6 PH.841.380-1574 SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DATE: ADE 05/06/07 DWW#-. R CWS-15$ D SCAM SHEET 1:1.3;1 40F9 PARTS LISTFRAME CORNER CONSTRUC , ,,. ITEM PART# DESCRIPTION VAR MATERIAL 1 H-60x86 FRAME,PW,MAIN, HEAD MIKRON PVC 19DO SW"TH AVE. 2 H-6006B FRAME,PW,MAIN, SILL MIKRON PVC OCALA,FLORIDA M 74 3 H-6008B FRAME,PW, MAWwww.OwS.CC,L JAMB MIKRON PVC � 4 H-80068 WRAME,PW, MAW,R.JAMB MIKRON PVC cveRl—'%'. t �s8 PVC 5 H-6006A FRAME,PW, MAW, FW MACRON PVC PICTURE WINDOW 6 P-3113 ISCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 JSET. BLK.,85 DUR., 1/8"x 518"x 2"LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE a �_ 9 P-3752 CAP PLUG, 1/2"HOLE M&M I SILICONE S 10 S-8064 GLZ BE., Fm.(1 O.A. I.G.) MIKRON PVC 11 GLASS SEE SHEET WA-c} • •• d m o N • • ••• •• • Y�-31/9' 3 V8" 2 ,�, p •••••• •:•••: • • D ❑ W •• • i ••• ••• •i 1234 � �¢i •••••••• C�A� • m • 00900: • •• •• 2T/e" 4,ri W • • •••••• 00 ��l� Ne 58201 4 � 001-000 • ••• 33VC FRAME FLANGE-H-6006B •:•••: :9�+ STATE OF PVC FRAME FIN-H-6006A �s�7altro►nit �`, 1!a- Z�z 4/11/2015 LUCAS A TURNER,P.E. 7/18 1 t? FL PE#5=1 12MJABARA"I- NORTH VENORTH PORT,FL 342M PH.941-3WIS74 sN PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWW�: . ADE 05/05/07 Dwa 0.1 FIEV.: CWS-159 D SHEET 1:1 5OF8 14'MAX.D.C.(TYP.) B'MAX(TVP.) SEE NOTE 2 r MAX Mm) 9°MAX Or-(TYP.) am NOTE 2 4°MAX(TYP.) 1900 SW 44TH AYE. 8•MAX(TYP.J OCALA,FLORIDA 34474 — — — — — --- WWW,CWS.CC I I I 8300 PVC j MMAXO.C, I I TION I TIYPa I ANCHOR PICTURE WN DOW ANCHOR TIMPACT MAXa.c. a1 R(TYP!) ( TYP.) Trema 0 �blfi:ll .. I I I I LL � W i W ,- I I I d • • • • • ••• • • •• I LL ir • • • s • I $ $ • 0 9I I 1 IIL ••Best . •• .. .. — — --- • • • • • o • • • ••• ••• •• •••••• ANCHOR LAYOUT-1FlM D U m ¢ z • ••• •• •••• DP+688pl3F • • •• •••• , 11D�111i , •• ••• • ••i••• y�+j • •••••• � N6 58201 1I�'}1-}1 rF •• • • • • • ��! STATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD- 5�,�.$�O f}; jO 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 1/1W IS PRESENT.LOAD BEARING SHIMS SHALL BE q�n�p�n,,G CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE.SPACING AND EMBE2-1 DMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 4/11/2016 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL ORCOATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 8 88MI 1239 JASARA AVE. ra SPECIFIED IN ABLE 1,S SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT 8E USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MIMMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-ND-1574 DMENT TO SUBSTRATE SHALL BE WALL 8,INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED MU MAY INCLUUDDE BUT OR DO NOT REQUIRE 1X WOOD BUCKCO.FOR CONCRIETEMMU S BETWEENBEDMENT SHALL BE BEYOND WOOD THE PRODUCT AND SUBSTRATESKS,IF USED,INTO SUBSTRATE ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL HE MAINTAINED BETWEEN ALL FASTENERS:7 FOR MASONRY.1"FOR WOOD AND METAL . Lt WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL 13E PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTAL 1 ED TO TRANSFER WIND LOADS TO THE STRUCTURE ADE � , SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET B.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-169 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 1QU(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAWDMA 2WI30X WINDOWS).FMA/AAMAAWDMA SOO(EXTERIOR DOORS) 1'�) 8 F- 8 r V MAX.(TYR) Ir MAX O.C.(Tv.) WINCOW=rEM V MAX(my".) Y�6'MAX O.C.TTYP.) SEE NUTS 2 4'MAX(IYP,) 1868 SW 44TH AVE. 8'MAX(TYP,) SEE NOTE 2 OCALA.FLORIDA 34474 W W W.CWS.CC ---------------- Im PVC MAXIr I I PICTURE WINDOW SOC ioc. IMPACT � ¢ I I INSTALLATION I ANCHOR(IYR) Q I INSTALLATION o 0 0 ANCHOR 1TVP.1 ,L Y w w .. I I I � �aam .. I l I m • • Goo •' • •: I ( O • . 00 0 6 I I � 4 • .6,51 00 . ••000000 ---- I O • .00. . 3 _ • ••• •• • 6666 o U m C • • '• '6 i 'goes ' ANCHOR Le+1-96 P (NOES pP PeF-(� � •4ttt�va •• ••• DP aF 68 P8F • • • 6666•• • � S�po r••'•""'•ti�igi •. ••• • 00*000 7G{••Ne 882p1•s ,• 6660•• £ •• 0 6 ETQ STATE OF r�� NOTES: •••••• • • 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLES TO ALL SHAPES(SEE SIFT 2)ALONG ALL FRAME EDGES.SILL ANCHOR SPACING SAME AS HEAD. y bs•...�,.,,,� � 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEAFING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'.USE SHIMS WHERE SPACE GREATER THAN 1118'IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE SIZE,6PACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET 8. 4111/2015 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 MUST LUCAS A.TURNER.P.E. BE PROTECTED TO PREVENT REACTION. FL PE 8 58201 1239 JABARA AVE. !i INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1.SHEET 8. PH.941-M-1574 6.ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET INSTALLATIONS TO SOLID CONCRETE OR GROIJT-FlLLED CMU MAY INCLUDE BUT DO NOT REOURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND 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 nRlt BY 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THEARCFITTECT OR ENGINEER OF IiFH;ORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUBAAENT6 AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 8.SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEE? FMA/AAMA 100(FIN WINDOWS),F&WAAMA 200(FLANGE WINDOWS}, FMAIWDMA 260(130X WINDOWS),FMAIAAMAANDMA 368(EXTERIOR DOORS) 1:20 -- F8 t MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUEETABLE N+CfAI//VUu 111C MAX SHIMS1 MIN.EDGE DISI. SUBSTRATE 1800 SIV 44TH AVE. MIL EDGE DIST. SEE TABLE 1 BYOTHERS SEE TABLE 1 v 1/4•MAX SHIM BEE TABLE FLORDA MR EDGE DI[Sr- 34474 SEE A� TRATE BY OTHERS — - SEETABLE MIN.EMBEDMENT PERIMETER SEALANT— — SEE TABLE 1 INSTALLATION ANCHOR SAO PVC 8 INSTALLER SEE TABLE 1D48ME AND PICTURE WINDOW SEALANT BEHIND MSEEIN.EEMSEDMENT T'ABIJ 1 IMPACT W FLAN BY PWALLER 1/4-MAX SHIM u7v � �tµul PERIMETER PERIMETER SEALANT $ALLER FF BY�SEALANT INSIDBY E AND OUT 0 6 INSIDE AND OUT MLSTALIATKNN MICHOA uLLU,t1 x W GWp SEALANT BEHIND SEE TABLE 1 F w Q 4 m • •• FLANGE BY INSTALLER SEALANT BEHWD w MIT ABLE 7�MORS-0 • • FIN BY INSTALLER O Y' • HORIZONTAL SECTION C HORIZONTAL SECTION y •• • e • B TYPICAL JAMB ANCHO B TYPICAL FIN ANCHORAGE • s • • • HEAD AND SILL SIMILAR FOR FIN INSTALLATION t w • • • • e a • • •••••• Lu •• ••• • •• W • .00. • • c • ••••• • BEHIND 114V 114•MAX SHIM •• !f• R • •• `�glln�ppd,� • BY MR AUINT • • • MIN EMBEDMENT ..� u..rlJ •• #WE AND OUT • • • SEE TABLE 1 `� •i�C fi PI,g�.�Qy�� • •••••• Jai N• 5=1 • • • r • MUTE BY OTHERS• •• • *! 1Y •• TABLE 1 0:000: MIN EDGE DIST. }L STATE OF w EE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION ,+ �y�'Owe O.Rt.•@tt1R HEAD BY WALLER S TYPICAL BILL ANC1•I oor �yhy�OMA4�� Httn�h TABLE is APPROVED INSTALILATION FASTENERS 4/11/2016 #FRAMIEO ANC)=TYPE LUCAS A.TURNER,P.E. CONCRETE(20 KSI MIN,) 311W RW TAPOON 1-112 1-1lB' FL PE 858201 QROLR-FILEb 117 PCF MW 3/18'I1W TAFK ON PERIMETER SEALANT 1239 JABARA AVE. - BY INSTALLERNORTH PORT,FL 34288 CONCRETE(285 KSI MW) 3118•ELW lA-TRAODN 1- 1• INSIDE AND OUT PFI.841380-1574 E GROUT-FILLED CMU(ASTM G80} 9118°ELAO UITRACON 1-114' 2112• D HDRIZWNTAL SECTION B BOX FRAME WBTALLATION BRIFET FLANGE 2X MIN.SOUTHERN PINE(",55) 3f16' CON1-w 718° HEAD AND SILL SIMILAR FOR BOX INSTALLATIWd OR EINSTALLATION DETAILS L.CO ULTRACON FLANGE R ON.SOUTHERN PINE(G.0•65) #10 WOOD SCREW 1-9/8` 7/8• FLANGE REMOVAL NOTE PARTIALLY OR FULLY REMOVING THE FLANGE, DMWN WY: T FLANGE 16 GAUGE(0.080)MIN.STEEL STUD #10.18 HLTI KWBC-FLEXOR RW FULLTHFEAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MIN) TEKS SELF-DI?RIM SCREW THR U QOBC' 7/18' ADE 05/05/07 FLANGE 118'ALUM.(6082-75 MTV.)OR 810 GRADE 5 SELF-TAPPWG! FULL THFr WN.Thr FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPUED VB•STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125• 7/1V INSIDE AND OUT,FULL PERIMETER,BY INSTALLER CWS-159 D F W 2X MOV.SOUTHERN PINE •PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET {00.56) 88 WOW SCREW 1-vY 7/181 SHOWN FOR FLANGE WINDOWS. 1:2 80F8 Florida Building Code Online Page 1 of 2 - = a ;r Depa erytai BMS FIDma 109 to user Awmatlbn Clot To -.. submt sm hB stats&Facts rJt+[-twl FF. Irl i yM]a Sda Mal L I 5lB�t1� i3usines (. Professi�nai Product Approval USER:Punlrc use Regulation Product AOOrwrel Menu>product or AcallcAbn Search>Application uat>Amon peters ✓L# 9520-RS Application Type Revision Code Version 2014 Application Status pproved Comments Archived [l Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave, Ocala,FL 34474 (352)368-6922 Ext 291 ekossGcws,cc Quality Assurance Representative Jay Lathrop Address/Phcne/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@rcws.cc Category Wind Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 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 04/10/2016 Validated By Steven M.Urich,PE 9 Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R5 COI FyaiReo CWS-836A(3 In Mull,IMP)odf •• ••• • • • • • •• Referenced Standard and Year(%Standoo) •• :S&AWJ • ••• ••i •• •e*1145P-0.6•• 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 • 9:9 • •4hTAS 2413442OW93 1994 • • • • • •• • • •• •• • • Equivalence of Product Standard •s •• • • • •• •• Certified By ••• • ••• • • • ••• • • • • ••• • • http://www.floridabuilding.orgtpr/pr�_,Vp JU. a=;uv0tVXQwtDgv1HvmuJRWcZ... 6/25/2015 Florida Building Code Online Page 2 of 2 • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Surnimary of Products FL# Model,Number or Name Description 9520.1 3'Alum.Tube Mullion 3"Altus.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In NVNZ:Yes FL9520 R5 II CWS-836A(3 in Mull.IMP).Ddf Approved for use outside HVHZ:Yes Verifled By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:WA Evaluation Reports Other:Large Missile Impact;See Installation Instnxtions FL9520 R5 AE EvaIReD CW5-836A(3 In Mull.IMP1.Ddf and Evaluation Report for complete list of Limitations 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.(IMPACT) Limits of use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 11 CWS-837A(4 In Mull.IMP).pdf Approved for use outside 14VHM Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Othen Large Missile impact; See Installation Instructions FL9520 R5 AE EvalReD CWS-837A(4 in Mull.IMP).Dd 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,Horizontal&Vertical,Fin& Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 II CWS-838A(5.5 In Mull,IMP).Ddf Approved for use outside HVHZ.Yes Verified By: Lucas A.Tumer 58201 Impact Realstante Yes Created by Independent Third Party:Yes Design Pressure(WA Evaluation Reports Other.Large Missile Impact;See Installation Instructions FL9520 R5 AE EvaIReD CWS-838A(5.5 In Mull.IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. sail contact Us::1940 North Manme Street.Tallahassee FL 32399 The State of Rerlda Is an AArEEO employer.ceovrlaht 20137.21113 stab,of Florida.::gypq Star :: ::Renmd statement Under Florida law,email addresses are public records.V you do not Trent your e-mail address released in response to a public-rewrds rsquest,do not send electronic neu to this entity.Instead,contact use office by phone or by traditional mail.R you have any questloi%ptesse cooled$50.487.1395.*Pursuant to Salon 455.27511),Florida Staludea,effective October 1,7012,Ikansees licensed under Chapter 455,F.S.must provide the Department with an enol]address U they have one.The ernatts provided may be used for official wmmrmlration with the licensee.However emaa addresses are pulAlc record.E you do not wish to supply a pluwnal address,please provide the Departmant with an email address which can be made available to the public.To determine r you area Iloansas under Charmer 455,F.5.,please cOtic UKL. Prod=Approvv�ed,RA ®FINRA E •• ••• • • • • • •• • • •• • • 'uT rnx'` • •• • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • •• • • •• • • • • •••• •• • ••• •• •• • ••• • • ••• • • • • ••• • • • • http://www.floridabuildin .org/pr/pr•$pp:dtl'$s ?p • • VXQwtDgVIHVMUJRWCZ... 6/25/2015 w URNV R VER 1239 Jabara Ave. ER Port,FL 34288 ENGINEERING&. Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 837A April 27,2015 Product Description: PVC 4"Mullion H-1759 Manufacturer: Custom Window Systems,Inc. 1900 SW 44 h 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 5h 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-837A,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3833-1B,-1C, -4,4A,-5,-5A,-6,and-6A,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-837A,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-837A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-837A,using clips as shown in CWS-837A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • 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. •.• ••i i i •'• ' •�1�i1rQtJt�l •'• •i i•� i i4'' � 2RE No 58201 LY'7>;- •�. ':' .'..''*$ •;•*•;• * 4/27/2015 • !''s' ''r= Lucas A. Turner P.E. SIATE:OF ;(U "' ••• �• •to 4 FL PE#58201 ;� ..•%'4s. R, �j2'�** Lucas A. Turner • ' ++ �� ''� 2015-04-27 • .. .. 21:01-04:00 . .. .. . . . ... . . . . 43ENERAL NOTES 4" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED MOMANUFACTURED TOCOMPLY j r SHOWN W/DIFFERENT OFTfONS THE FLORIDA BUILDING CODE(FRC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE MVS AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 11X0 SW 44TH AVE. D IMPACT U�AS DEME IN ASTM E 1998 PER THE FBC. OCALA.FLORIDA 34474 W W W.OWS.00 2 CONFIGURATIONS(SEE SHEETS 24):VERTICAL OR HORIZONTAL —_ 3.SEE MULLION CHARTS FOR MAIC DESIGN PRESSURES AND LENGTH. 411 INC (REFER TO SHEETS 2-3) MULLBAR 4.ANCHORAGE;THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE �AAPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS.WINDLOAD O DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. In S.PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. B.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER p ANCHOR CLIP ———— ANCHOR CUP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Y A I C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w • •• s 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE • • • I ® I APPROVAL • • ••• • •�•• B • • • • • 6 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY s N •••••• I APPLICASLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY l3 > •• ••• • • I • • REQUIREMENTS RESTS SOLEY W ITH THE ARCHITECT,ENGINEER OF RECORD, • • II BUILDING OWNER OR CONTRACTOR. • o •• 1000 • •• I •• •• I S.SINGLE UNITS TO Be MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS U • ••• • • • • DRAWING.SINGLE UNITS TO 13E MULLED TOGETHER MUST BE MANUFACTURED BY c • ••• • ••• • I XX CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR o • 60:00 00 0 0000 I EXTRUDED ALUMINUM. • • • •• . 0000000 I 0 1 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLEUNIT wim AND trttmngr. •• ••• SHOWN ERE IN HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS �tN 0��,Ley • • • 4- E D � PS;...E T • •••••i F• 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. EXAMPL@��3 t �•t 4Y�at� • • • • E HORI7J.VERT.MULLION VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. -+•' N• 38201 'yA% •i ••• • • FOR SECTION VIEW ONLY #; • • • •t • • ANCHOR CLIP STATE OR '1U� -- Lucas A. '',FB'y F.» �' �'�` 201ne5-04-27 ', mn+t'`�� O 0 21:01-04:00 427/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JASARA AVE NORTH PORT,FL 34258 XI X PH.941-3W1574 i St1EET TABLE OF CONTENTS IQ Q GENERAL NOTES AND -- - - _ ELEVATIONS GENERAL NOTES 8ELEVATIONS...............1 oAA DP CHARTS__........................_..................2- SOM a EXTRUSIONS................................A ADE 09127/012 EXTRUSIONS...........................__.................5 EXAMPLE VERTICAL MULLION FOR SECTION VIEWS.........................................8-7 PVC WINDOWS FOR SECTION VIEWS ONLY CWS-837 A CONFIGURATIONS ANCHOR NOTES.......3 INSTALLATION DETAILS.. .................. ..9 10 SHEET 125 1 OF 10 .m EatdWOW PMCvamw ualq f aetawaarntawmrymolimapmeaa two WSW dwIIw1wmmoromp OPENINGcm) I TWIN 39 49 51 67 W 89 753re 61 W 90 !)4 707318 114 190 128 y82 196 149318 &DOW 489!4 120.0 Iffi.0 120.0 120.0 120.0 120.0 T20. 120,0 1240 120. 120.0 120.0 1 120-0 120.0 121,0 120.0 124 VERriCAl101[LbN mire iffi.o 120.0 17A.0 120.0 720.0 lfae 1 t 1113 7163 7 toes lose 1 loss 10& loss 1068 T 1800 SW 44TH AVE. d 57 120.0 W. 120.0 120.0 it, 111.7 106.5 1 99.9 97.8 @l.fi 88.3 84.3 94.3 843 711.0 I OCALA,FLORIDA 34474 E. tl 120.0 118.6 110.3 1029 97.1 207 85.4 88.9 llf.9 78.9 77. 77,4 772 70.0 740 0 W 126.0 720.0 108.8 104 $i.i 873 fit 792 78.2 738 71.9 69.3 W.1 87.2 86.8 89.3 BB.3 i tl WtNVV.CWs.CC 79 120.0 112.1 101.4 83.1 88.5 81.7 73.1 m.t 87.6 653 83.2 80.8 5915 58.2 3 76 7166 toy. eso 67.1 7 7&6 71.1 117.9 825 1 566 sss 54.7 54.0 I saso 7aa Tao 1 70.0 Tao 70 $3.73 . 512 . s I �� $ 4. PVC 49.9 47as 70.0 aTao Tao o Ms @4 5931 s 70070. 3z MULLBA 1 5Q.9 48.9R70.0 I+MULLLENM�y 17z 70.0 D 70.0 tai 59.4 565 517 Sat 47.9 436 I IMPACT !!8 70.0 0 70.0 Me 6 564 SU 47.4 433 434 41.3 DP CHART IS FOR: TFOPLE I 7w1u 1n NON-INTERSECTED IMPACT 4"MULLION 1759,HORL70NTAL OR VERTICAL,USING(PER END): a"� 1522 CUPS -(4)110 SCREWS INTO WOOD or METAL I ,o (4)31167 F1W TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I } (4) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK m ---- --------------------------------- %• a PV04'AaOba Nl w a l8 H aC+Ewe W�mvq ma:hWH pmeaMl ame =maw fw1wm ----` I 1 ••• O ) I -1 1 • • 98 475 51• M 0.i 89 75916 81 0 67 93 R1 W 107316 114 120 126 1 132 130 149918 �OpE3404Ci �I-MUW LL LEN"+I O „w •• • 483x4 .0 129.0 120,0 120-0 120.0 120-0 190.0 1240 120.0 12L0 12x0 t I 0 190.0 120.0 120.0 i2D.0 120.0 720 0 1 120 120.0 7TAAl010M6NE877VM WQ • 1 20.0 }10.0 .0 120.0 190.0 1240 120. 120.0 120.0 120.0 120,0 1 0 120.0 I VERTM MUM 57 1ffi.0 120. 1 123.0 120.0 126.0 120.0 120.0 12_0 1240 120.0 1240 12&0 720-0 1 i2E0 740 I 110ARTWWTNPLE d1rnt •• a m 120-0 1 .0 120.0 120.0 1 120, 1 .D i2DA 120.0 120.0 120.0 124 117.5 1160 1162 114.9 70. TAD 740 ® 20. 1200 12mv Itm 170.0 120,0 120.0 117.8 713. 1W.6 1at.5 7 701.5 100.0 70.0 740 .0 740 • 0 1 tl 1 0 120.0 .9 106.9 1W.3 1W.8 971 !)4: m.0 740 70.0 70.0 .0 I OPEt•7t40 • 78 120. Y 1 1 120.0 1125 105.9 101.0 867 83.0 88.9 864 70.0 0 70.0 .0 I 812E o • • 80.0 70.4 •7Ip. 740 7Ea 70.0 70.0 70.0 mA 70.0 70.0 MO 70. • 84 .0 .0 7R0 70.11 70.0 0 711 70.0 T0.a T0.0 IDA 740 •• • .0 70.0 740 ]0.0 740 740 70.0 87,3 - ) K11/111ayi • • m m. 70 70.0 Tao Tao Tao 79.0 Tao 5 6512 g ��t�p�OMR,EW Toy 86 m. 70.0 70.0 .0 740 70.0 1 70.0 G,0 I85.3 saz 56.5 - I • 9"+'CBA"'4�,p'4� •• votes. I OPENING SIZE MULL LENWH -}. --�I ��P••b� `4lc`•.,yy� • DP CHART ISGOl:••• I 11WJSOM 38201 L� NON INTERSEOA ED IMPACT 4"MU IOM X759,HORIZONTAL OR VERTICAL USING(PER END): I VEBTIM weLUON =* * 7* •i •Y )#10 8��WOOD%r METAL roe .a (�•6)))3H 0 ITW T S or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I S�9O STATE OF 7uua -(6) 114'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK I y t+ ----------------- 6.6 1maa.lcroseanaa w c 0.e as zsawwaorY or mudmleOeW I Wir"OONA1 tnON OPEMMSUEOIL) { 39 1 45 51 1 87 1 83 69 79816 81 W 93so 107 are 114 1 120 128 192 138 145 are I 46 314 120.0 120.0 170.0 120.0 120.0 120.0 1100 120.0 12D.0 1240 120.0 1200 12x0 1 12mo 120.0 170.0 120.0 120.0 I 4/27/2015 s3 Ira 120.o 12a.o t , 120.6 i21.5 1 . 12` o120.o 0 120.0 12ao TIED 120.0 12CLO 120.0 12" 1240 120.0 I OPENING 81Z -- LUCAS A.TURNER,P.E. 57 120.0 120.0 120.0 720.0 1201 120.6 120.0 720,0 720.0 120.0 .0 120.0 120-0 120.0 120.0 240 120.0 .0 I FLPESS8201 83 tl 120.0 12ao tffi.o 120-0 tffi.o t 7ffi.o iffi.o 0 120o t2ao 12aD tffi.o D Tao Tao Tao I 1239JABARAAVE 8$ 120.0 120.0 120.0 .0 721.0 120.0 .0 720.0 120.0 l .0 120.0 72E0 1240 179.7 70.0 740 0 70.0 NORTH PORT,FL 34286 72 1200 120.0 1 0 120.0 720.0 12L0 120.0 170.0 0 121.0 1167 1718 70.0 .0 TED 70.0 746 I PH.641-380-1874 78 1240 1 0 120.0 770.0 1 120.0 170.0 1 118.7 111.9 .8 103.5 70.0 ,0 70.0 70.0 - m 170. 0 70.0 .D m.0 70.0 740 740 70.0 6 740 740 0 70.0 740 70.0 . I 0 70. .0 70.0 70.0 m.o 70.0 Tao 0 740 .0 70.0 740 I DP CHARTS o 70.0 0 70.0 70.0 .o Tao 76.0 Tao 70.0 7a m.D 70.o I NOTES: NON-INTERSECTED 70.0 761 76.0 70.0 o m.0 70.0 7aD 672 11.THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS 7110 Tao m.o 70.0 70.0 mm W.0 W.8 6252 56 CONFKRJRATION IS SHOWN IN BOLD. DATE: OP CHART IS FOR: 12.AN IN ERSECTED MULL BAR HAS OTHER MULL NON-INTERSECTED IMPACT 4'MULLION 1759,HORIZONTAL OR VERTICAL,USING ER END): ( SARIS)ATTACHED TO IT(SHOWN N DAMES) ADE OW7l012 1767 CLIPS THROUGH THE USE OF MULL BAR CUPS. AN I INTERSECTED MULL BAR WILL ALWAYS BE (6J#12 SCREWS INTO WOOD w METAL ATTACHED TO THE SUBSTRATE AT BD7H ENDS. GWS 837 A (6)14'ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 13 NON-INTERSECTED MULL BARS CAN BE ATTACHED 35 SHEET I TO THE SUBSTRATE AND CITHER MULL BARS. 1:1 2 OF 10 or I, W wAm Ow Umre I=(4)tlll m armu"Rmhm per evA end of Loaam gee ar mv✓ARgemlm✓tulan. OPEfONB SIM 4 38 45 81 57 83 so 75! 91 67 1 99 88 11018 1 114 120 125 132 138 l-i18 37 120.0 1 12MO 1260 1910 1 120.0 170.0 120.0 120.0 120.0 1 120.0 11&3 106.8 103A 88.5 a&8 88.2 820 I cy 6214120.0 0 1260 1260 120.0 120.0 .D 120.0 114.9 107.4 1 91.8 84,8 80.8 77.3 70.5 -48314 20.0 120.0 1260 120.0 120.0 .0 1128 10577. .8 98.1 88.0 78.6 2 8 70.4 87. 1900 SW 44TH AVE.4 84.8 6t.4 I OCALA,FLORIDA 34474 59 /B 1260 120.0 0 120.0 1 O 111.1 1027 110.5 88.0 80.9 8 70.4 .1 67.2 61.6 560 66.2 I WWW.CWS.CO 57 120.0 1260 1260 126Q 111.2 1028 0 8&1 78.7 76.3 61.9 85.3 3 p.8 87.0 60.7 54.1 63 120.0 12.0 1188 10&Y 89.9 81.8 ffi0 78.7 70.5 88.8 60.4 8 5&0 --WS--W2- 86 12D 0 120.0 10& 888 90.8 760 73.2 8&7 84.8 81.9 56.6 63,9 61.5 72 120.0 1121 101.4 926 85.1 78 73.1 89. 64.8 80,8 87.6 522 .7 I 441 PVC 7518 S 1062 95.9 87.7 80.7 7. fi&4 652 81.9 57.8 1 64.7 1 49.8 I MULL BAR OP CHART IS FOR: I IMPACT INTERSECTED IMPACT 4•MULLION 1739,HORIZONTAL OR VERTICAL,USING(PER END): I 1522 CLIPS (4)#10 SCREWS INTO WOOD or METAL I TmwrRIPLE 4 3118° INTO TAPCONS or ELCO ULTRAC�VS VERTICAL MLIUJON INTO SOLID CONCRETE or WOOD 1 -(4) 1/4°ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK c --------------------------------------------------- a DmfP Y .. EWC P6f,im M 1 0 USIg Bh 101Wfe aro®mpy poi B®p0m 0 IEOrnaPon. OPEMO am 0m) 11 51 1 57 1 63 69 1 789{8 81 I 87 03 1 89 110 918 114 120 126 132 138 145 9B •• 1 120.0 1 0 0 19D.0 120.0 1210 12MO 120.0 1260 127.0 12D.0 1260 120.0 1-20.0 1210 12D.0 1210 -� 37 z • do 4214 120,0 .0 1 12) 20.0 120.0 120.0i120.0 120.0 191.0 20,0 1260 1 D 1260 115.1 11 105.0 I -- -- a �p 4814 •32Jj) •1@0.0 120. 120.0 170.0 191.0 120.0 1 120.0 1260 120.0 11& 174. 108. 104.7 1 3 98.1 I S •• , 1!8 1 .0 IMO 12LO 1 1210 f91.0 .D 120.0 120.0 120.0 120. 119.5 108. 104.9 100.0 99S 67.8 8 • 87 126 1260 a 1 1 120,0 120.0 1260 1�.0 1 7.1 110.7 100.2 972 7 8&8 84.8 81.4 77.8 I 6 -� CL L 15 83 120. 126 1 1 120.0 126.0 Y .0 1197 111.6 1�.0 99.2 �.8 87.3 883 70. 782 I II O •• ids• 88 X210 120.0 120. 191.0 120.0 118.1 109.0 1�.3 96.5 81.2 32.7 80.3 788 _ __ I OFEN6VdSQE ---�•I 72 M2 A .0 132.0 •12D.0 120.0 117.3 B 1022 80.6 85. 77.7 75. I HORIZONTAL MULLION • 318 w.0 IWO•.• 120.0 11 10.1,3 87.0 91.2 88.0 ,4 73.8 -- - - I p • bP�HARr Is� I � <g • INT�RSECTEDy+AP�4"MULlfW rf,HORIZONTAL OR VERTICAL,USING(PER END): I Nt411t1191l1 1 •• •0-067 CLIPS 'V • -")#10 SCREWS INTO WOODMOYO AL •• •i 6)3116'TTW TAP(�NS or E CPljL��A4CONS INTO SOLID CONCRETE or WOOD I $ ISINDLEI i��_pr?r,•��LBNg��fi�4i • -18) 1/4*W"J4VACONSIAR* GWorGROUT-FILLEDSLOCK TWIN -----•-- --r--••---------------- --------1 �,7 I OR I =v,• N6 5=1 004 too wilm setae . 1 c%m fav=M OU wramsor praaM ental way.so mm DowOhml Orturttmrom:harepe I $ ITRIPLEI �#; * 1♦= UNITS y _ •••••• SBE(ID I LOM pS STATE OF 45 51 87 63 B8Mn.0 Bt B7 W 110.0 9 120 125 132 138 1453M I I Q^�1i, M j�4/• 37 120.0 1260 120.0 120.0 120.0 120.0 120.6 120.0 1 ,0 1�.0 120.0 1910 1 0 1210 0 12D.0 .0 1260 I MULL L84M� 1~}'1 r 4214 190. 1260 120.0 1260 120.0 1 12LO 120.0 120.0 120.0 121.0 120.0 1260 1260 120.0 120--r- 720.0 1�. I • � ""j Q 4814 120.0 120.0 12T6- 1260 120.0 120.0 1210 120.0 170.0 0 121.0 1260 120.0 260 120.0 120.0 115.1 109.5 I ��'+1reNrnas��` 63118 120.0 Y90.0 120.0 120.0 12.00 120.0 1 121.0120.0 121.0 120.0 120.0 120.0 11&7 11 1a8S 1 61 1 10I 57 170.0 120.0 1260 1260 1260 191.0 1260 120.0 0 120.0 1 .0 120.0 i 4 111.0 106.0 101.8 87.4 63 120.0 120.0 170.0 120.0 120.0 1 1260 170.0 1810 128.0 ilay 107.6 104.6 99.7 95.3 81,2 I 4/27/2015 88 120.0 1=0 120.0 12D.0 12013 1260 197,0 120. 1 O 130.0 115.5 108,2 88.0 9&1 75391,7 _.. 72 1 O 120 1210 121200.0 120.0 720.6 1 0 1160 108.3 102.6 O 80.9 I LUCAS TURNER.P.E. /8 120.0 120.0 1260 120. .0 120.0 1210 118.2 108.2 103.0 97.6 8&4 I FL PE$56201 DP CHART IS FOR: I 1239 JABARA AVE. INTERSECTED IMPACT 4°MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): I NORTH PORT,FL 34288 1767 CLIPS PH.941-31674 I -(6) SCREWS INTO WOOD or METAL D 1/4" i {8)1f4'ELCO ULTRAGONS INTO SOLID CONCRETE or WOOD I NOTES: DP CHARTS 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN W BOLD. TE: I2 AN INTERSECTED MLILL BAR HAS OTHER MULL ADE 0927/012 ( BAR(S)ATTACHED TO IT(SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CUPS.AN 7t WE- V.-INTERSECTED MULL BAR WILL ALWAYS BE CWS-837 A ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 13.NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS, 1:1 3 OF 10 REM PART 0 DESCRIPTION FRAME TYPE OPENING "7"MULLBAR CUP 'L"MULLBAR CUP 1 FI-1759 MULL 1 318'x I FLAT,PVC (r -XXX) -1767 XXX) 2 1895 FLANGEAPTER NEW NOTBECOMNIENIJED F17B7-0m Y�IMDdV9/SYSTGMS 3 51898 ADAPTER 4 58018 COVER FLANGE REM F-1571-014 F-1787 007(LiR)m 1900 SIN�AVE. 5 F1522.014 RETRO FR MULL ANCMA CLIP F-1767-OD2 FLORIDA 34474 8 81522-027 RETROF .L MULANCHORCLIP FIN NEW F-ISM-027 F-1767-=(LSF) WWW tgySO 7 F-1787-0E L-ANGLE 4'MULL CLIP,STANDARD RETRO F-1 -027 F-1767-005(L&Rj e F-1767.005L L-ANGLE 4'MULL CLIP,FIN,LEFT NEW NOT RECOMMENDED F-1787-M vw PVC 9 F-1707-MR L-ANGLE 4"MULL CLIP,FX RIGHT BoxX 1 E F-1767-CM L-ANQL4'MULL CLP,RETADFLANGE,LEFT REM F1572-014 F-1��w MULL BAR 11 F-1767-0078 4'MULL CLQ,RETRO FLANGE,FdGR IMPACT 12 010 x 11/21,PANHEAD PHB.IPS zM 13 010 FLAT WASHER 14 ULK N 15 010 OR 012 HEXWASHER D TEK SCREW•(Sw Me IbWQ 18 1898 4 HORQ MULLION CUP,PYC � 17 -5130 MUU9AR GAP 17116'CTYP.) 18 01 WASHER DTEKSCREW i•0<Or 010 FH TEK BQRmz EW • N • WOOD S 010 OR 01 ,SPEC ED IN W INnOw UNIT APPROVAL DOCUMENT o •••••T1n6' • • • ITI V) v to • • • • I1 18!101 19116"(TYP.j ¢ O j • 0 lip 0 V 1,] d a �- •1/t�'• • • � Q • ••• ••• •••••• r� 41/8° U E 7 IT / 000:00T • TOP VIEW 4314' vl • ••!RIP ADAPJt&I•S•1M, .000% 3 78' O &THRU�.) q i• ••i • •• •••• 3112" a • • 11/4' •••••• 0000" � � ••�••• ""� .114:THRU(TYP.)� ,♦♦♦♦lffnrpb�IO • t 1118" ♦ WORE* 1 • • .0001• V8° 7116•THRU{7YP.) `��+Gpt;.�CBNS'�+�.�.gry��i •• •f6APIt3E ADAPTER S-0 • • IL ® ,-3.� N. moo, s��-� •••••• C HORM MULLION CIDP S-1898 1 t3+t8' 3/t6• s1Ja• 18� 6 t lets•[rvP.) 11 78^) 7.�p !STATE OF u ; � ., 1 92116, 378' 7ne• '�"J 13/6• t8• 1� 4�•Spmna`, i�v1�_e LI 1 13h18°(TYP.y .� PVC MULL COVER-6018 4 78' 4/2712015 47MULLBAR H-1766 RETRO CLIP toy F-1622-027 12 1/a'1 LUCAS A.TURNER,P.E. pE FL PE 0 58MI 7n6'1trP.) 1239 H JABARA AVE. NORT1i PORT,FL 34288 ♦ t��(nP'1 41PH.941,MG-1574 TO RE�b10YE PIN D BREAK — 6 BOM AND EXTRUSIONS A z3n6° � 18• ADE 09127/012 TYP.FINN FRAME OL'T:1 a 7fir ' I CWS-837 A NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083-T6 UNLESS OTHERWISE NOTED. RETRO CUP(4)F-1522-014 SHEET 12 4 OF 10 FRAAAE TYPE OPEN]NO -r M"LBAR CLIP "L"Wffl BAR CLJP / 1M 1767)00() NEW NOT RECOMMENDED F4767-M2 � l YSTBMS FLANGE RETRO F-1571-014 F-1767 007(L&R)OT 1000 SW 44TH AVE. F-1767-M OCALA,FLORIDA 34474 FN NEW F-1522.027 F-1767.05tUR) WWW.CW9-CC RETRO F-1 522-M F-1767405"M 1 11 NEW NOT RECOMMENDED F-1767-M 4"PVC BOx RETRO F4522-014 F-1767-W7(L&R)w MULL BAR F-1767-M IMPACT, m 7116"(TYP) 1/4'(TYP) Q • • d I I o O • • •• 37/a' }} • i%fir • • • 123x4'1 15?6° W •••••• Z • • • Q 3x3- _� co • � t J00 •• ••• 2%4S • OUTSIDE 2314- •• :•• ••• •5- ) •• b- • ••V ANGLBIB'•MUW-CHIP,RETR(�FLG(L V F-1767-007L 'L'ANGLE 4-MULL CUP,RETRO FIG(RIGHT)F•1707-W7R aZ •• ••• ••• • ••••• •••• • • • •• _��Og�?-•.r�4EuAJ -�Sk�?nog' ••• i • ••••• N• 581 S 5 Nd • e 9 .*• tF i*e 90 OF ;- STATE fi4u E•�a Ila---� I 6 71a' 6"6 7! ,i�l��''�,�0 p�o:-•Q`?, " fnl VII m'm 114•(TVP) y� O 7116-TrYP.)� tra 1TYP.> 4/27!2015 1518 1231," 1 sr O LUCAS A.TURNER,P.E. FL PE 3#58201 41/4' t 1F16-(TYP.) 1239 JABARA AVE. 37(6- NORTH PORT,FL 34288 PH.941.360-1574 1tT 12- Lil 6' S'WET23/4' 314- I are` EMUS(ONS a- OUT80JE OUTSIDE 2 5" pUT81DE 27/16°(2)Q 27116' 1!2'(2%) DRAWN . -L-ANGLE 4-MULL CLIP,FN(LEFT)F17S7-005L "L"ANGLE 4 MULLCLO',FIN(RIGHT)F-1707-MR ADE X127/012 (WOOD CONSTRUCTION ONLY) (WOOD CONSTRUCTION ONLY) V ANGLE C MULL CLIP,STANIWD-F-1767-002 WS B�7 . d WALE SHEET 117 5 OF 10 2owwwrew L 1 1900 BW 44TH AVE. OC U A,FLORIDA 34474 W W W.CWS.CC t 1 1 If,PvC o MULL BAR FIN MUST BE REMOVED APPLYALANT ALONG FULL IMPACT WHERE W MOVED LENOTTN WINDOW FRAME WHERE WIN MULL GROOVE PRIOR TO ATTACHING COVER u� BEHIlVD • • Y • sees EEp�pp • ..••E•�•TO TfAC 1i V91RI W •3 (BA DETAIL B) SEAL BEHIND FLANGE PRIOR 3 (SEE DETAILS) • • • TOATTACHINGWOmOW e V1 • A OR¢ONTAL•MRlItBARSECTIO • ►NGE FRAM IVINCVW HORIZONTAL MULL BAR SECTION �VERTICALIHORIZONTAL MULL BAR SECTION Q ¢ •.•.•• •6 e FIN FRAME WINDOW TBOX FRAME WINDOW a • • •00 see o • • sees• it •• • sees • e e e • • • 1. e .• sees • • • so.••• APPLY SEALANT ALONG FULL— TI-TITEC • LLBAR GROOVE .:••. •..•e. e::s LENGTHPRIOR TO ATTACHQdG�DRIP 1 ,,4ga� RE4yGp�_G •••••s O �: No 58201 y s s SEAL BEHIND FLANGE SEAL PRIOR TO ATTACHWG 1 PRIOR TOAT ACMQ 1 z y RANGE ��O t STATE bl= F4 WINDOW WINDOW sy1F�F 0gpOxi (SEE DETAIL A) 2C= (BEE DETAIL A) 2 I� DETAIL •yi�Sry��„� �� TALMIJ 1 FPI MUST BE REMOVED 1 412 15 � T APPLY SEALANT ALONG FULL LUCAS A.TURNER,P.E. LENGTH OF MULLBAR GROOVE FL PE#58201 PRIOR TO AT7ACHWG FLANGE 1239 JABARA AVE. ADAPTOfi NORTH PORT,FL 34288 J o 1 f W.941-380-1574 LSECTION VIEWS VERTICAL MULL BAR SECTION a FlN FRAME WINDOW BAWD SECTION MULLS s FLANGE FRAME WINDOW ��000 ro-By 19m: 3 DETAIL Buwa ADE OSY27/012 .. CWS4337 A sGALE: $HEFT 1 6 OF 10 B A 9 1 wnmanw aTST� CD O ({ r1 O 1400 SW 44TH AVE. II I III,, O CICAM I WWW.CW FLORIDA3ddid —._.—O �._ __moi` r1O - -- B Ir'r — ___ 4"PVC�I I Ili '` f flti MULL BAR '�fv�� IMPACT r a • • • A 1 SECTION VIEW A-A • • ••• • • •• w m 9999•• • • • • • • • • TOP VIEW 9999•• W 9999•• • • • • FIN FRAME m Z • • 9999•• �' y H > • • • 9000 1 a • •• •• •• 9999• •9• • 9999• • • • • t 1 � 9999•• • • • e •9• t SEE NOTES 1 a 2 1 SEE NOTES t a t C •••••• 1 (2 EAJCLIP) (2"UP) ♦ DREtb i ••• 5'MULLBAR(H-1760) y,J 582Q1 qtr. • (SEE SEPARATE APPROVAL FOR = S -yAPPROPRIATE DP CHARTS)liffir (SEE NOTE 7WCN CLIP MAX EDGE DIST. 1 WE MAX EDGE DIST. w 9=y STATE OF rte' 3-MULLBARR(H-1 VGEEOTE 1 1�MAXEDGE DIST.ARA SEE NOTES 18 2 1rP TE APPROVAL FOR 'di Dh)AL d`• APPROPRWTE DP CHART'S) 1 SEE NOTE t {s EA.R:LIP) 1B or 19 BEE NOTE 4 �L 7 16 w 19 SEE NOTE 4 C 4.•HOAR TO 3°VERT.MULLBAR SECTION 1 4127PM15 77 J FLANGE F C 4'F(OR-TO 4•PERT,6A101.BAR TION 19 or 19 SEE N07E 4 7 LUCAS A.TURNER,P.E. 16'HOR¢.MTOV VERT.MIJU SAR SECTION FL PE Q 58201 k7 rLavtdE F NORTH PORT,FL 342208 NOTES: PH.941- 1574 SHEET DE7,D 1.SLIDE CUP INTO LOCATION AND SECURE WITH ITEM iB,AS MOWN ABOVE SECTION VIEWS 2.PREDRILLED HOLES(THRU HtV CUPS 6117 OR 5116).BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CUP WOE DISTANCE yyN By;OF 9132'AND A MINIMUM CENTER TO CENTER SPACING OF W. 3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBARCONNECTIONS, ADE OW71012 REGAADLESB OF OR03NTAT WIN(La,HOR¢ONTAL OR VERTICAL.THE FULL LEMXM P Rte.: MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTE�RSECTWG MULL CWS-837 A 4 INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SHEET CUP. PRE-DRILL PILOT HOLE THRU ALL MATERIA. 12 7 OF 10 NOTES: 1.THE MULL BAR N FOCUS FOR ANY GIVEN TWIN TRIPLE TRANSOM OVER TW IN TRANSOM OVER TRIPLE CONFIGURATION IS SHOWN IN BOLD. VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION 2 AN INTERSECTED MULL BAR HAS OT HER MULL BARS)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CUSS.AN OCALA,FLORDA 94474 INTERSECTED MULL BAR WILL ALWAYS BE W W W.CWS.00 ATTACHED TO THE SUBSTRATE AT BOTH ENDS. �— S.NON-INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BURS. 4"PVC MULL BAR IMPACT I I I II �II II L I Fes—OPENING SIZE—+i --.,{ OPI3VVMG 8L7E OPENING SIZE OPENING SIZE F� a ° °• O • 4444 • • '•' a TRIPLE TWINITHIPLETWINRRIPLE HORIZONTAL MULLION y • •••• NULLIO% • HORIZONTAL MULLION HORIZONTAL MULLION VERTICAL MULLION • •••• • •• • • OPENING • • • ° ' 44.'44444 ••• •• ••• SR •e•0 I a. p TWIN a 0,RIPLE( IUN�I • •••• iii (BELOW •••Q G Z • • • •••• I —MULL LF•NGTH •i••• MULL LENGTH MULL LENGTH — --.� I I I �j1w� sees** I --OPFNING SEE MULL LENGTH—�I ANN DRE AM• • 4444 • • • •• �� AF;.,...�T �i• 4.000• • • :�.� Ne 58101 •t��0 NOTES: %S pOH'. STATE OF 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED N THE WINDOW UNITAPF+ROVAL '.'VOiinAi�q�" WOOD SCREW INDICATED N THE WINDOW FOLLOW THE ANCHOR NG AS APPROVAL TEKD IN SHAIl BE LONG ENOUGH TO ENSURE THREE APPBDVAL FOR ATTAC14MENT To (3) OAF PENETRATION BEYOND HEAD E WALL OF MULLBAR. (#10 OR fl12)AS THE Z 2.MULL CLIP NSTALLATTON ANCHOR TYPE,SIZE,SPACING AND EMBEDMENTSHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. 427/2016 3.ALL MULL CUP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL,OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED UUC FL PE#58201 P.E. WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 4.INSTALLATION ANCHORS SHALL BE N ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT.FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE EYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS aRIXT ON ARE OPTIONAL CONFIGURATIONS AND 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN N THE CUP LAYOUTS ON SHEETS 4-6. ANCHORAGE NOTES WH Br. DATE- 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERI.Y DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 09/27/012 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN N TABL.EI,SHEET Q. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, 6WCL a: 8.SEALING AND FLASHNG STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS T�UOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-837 A FMAlAAMA 10q(FN WINDOWS).FMAlAAMA 200(FLANGE.WINDOWS(, FMANMMA 2WBOX WINDOWS),FMA/AAMMNDMA 3WIFXTERIOR DOORS) SHEET 1:1 B OF 10 e INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. � WINDOW SYItTElVS • I • i 1800 SW 44TH AVE. OCALA.FLORIDA 34474 • �I I{�r-9 i WWW.Cm.Cc 6 - y �� C3 0 V PVC MULL BAR TOP VIEW MULL CLIP 17874Q02 ANCHOR REQUIREMENT IMPACT RETRO FR a MULL EAR CUP • •• 'V ANGLE MILL BAR CUP TWO REO`D PER EACH END OF MULL Y • •••• Lu • •••• • • • • MILL BAR • • �'•I�•• 1,I MULL BAR --- •- i l( , R•ISTALLATIONANCHOR W • •••• • •"• ' •�•• J SEE TABLE 1 ANCHOR _ SEE TABLE 1 2 �I IIS J''I c _ a • - - - ;L J• ADR STRUCTURAL III ADD STRUCTURAL ELEMENTS '� ALOAd' ' � AS Fff0'D TO 1aA1a:LEVEL SEALANT ALONG bir 'ETil36 B�1'INST .. •(^. MULL BAR OUTSIDE EXPOSED - -;.s; I" ASAS RREO D TO MAKE LEVEL FOR � W • EDGE BY INSTALLER p • TALL TERSEAEANT • • IRDVSETALLER INS AND OUT • • • • MIN.EMBEDMENT PHia9ETER SEALANT MAV.EMBEDMENT C Z • *000 • •'• BEE TABLE 1 BY 01STALLER SEE TABLE 1 • SUBSTRATE BY OTHERS' •• SUMMITE INSIDEAND BY OTHERB • •i iiTABLE t • .• : SEE TABLE t 1��+�Gp:•V�GEN$ ,• y� MR EDGE DLSi. MIN.EDGE CST. >IIv�••• MO 58201 ��y' SEE TABLE t • • /-E-"\ � SEE TABLE 1 L*S �D�VERTIOALSECTfON ( E 1 VER71PALSECTION �.•; •aC TYPICAL FLANGE{RETRO FfT)ANCHORAGE `V TYPICAL FLANGE(RETRO FITS ANCHORppE 1' 8TAT8 OF HEAD AND JAMB$SIMILAR FOR FLANGE OVSTALLATION HEAD AND Utt48S SIMILAR FOA FLANGE INSTALLATION vbti ya t•j Vi�►0 voi ZONAL NOTES: 41172015 TABLE 1:APPROVED AAULL CUP INSTALLATION FASTED 1.BOX FRAME MULL INSTALLATION SIMILAR To FLANGE FRAME. LUCAS A.TURNER,P.E. TYPE Miff.U18110111111MIrFL PE S 58201 RETE(20 KSI MOT) 3/18'RW TAPCON 1• 2 SRL STOOL MUST BE FLU13H AGAINST INSIDE OF MTRLED WINDOWS 1�44MRA AVE. AFTER INSTALLATION. NORTH PORT,-1 34288 1' PH.941-380-1574 R8]LLOW m GROUT FATED CMU(ASTM G90}a r iii 114'ELSSX)ULTRA�IV 1-1k' 2112' 3.RECESS RETRO MULLION CLIP 318'MAX FOR CLEARANCE OF WINDOW t7B7 CUP AUTO SOLID CONCRETE(285 KSI M W.) UNIT AS NiEDI�. INSTALLATION DETAILS 2XMOU.SOUTHERN PINE(Li-QitS) OR 18'UW TAFKX)N ULTRACON 1_ 718• 4 FOUR(d)ANCHORS REQUIRED PER T MULL CLIP,SEE SHEETS 2 3 FLANGE �� THREE(3)ANCHORS REQUIRED PER 1'MULL CLIP,SEE SHEETS 2-3. DRAWN TE; 2XMBV.SOUTHERN PAVE((9=0.55} 1110 WOOD SC2lEW 1318° 7AP 16 GAUGE PLOO�MIN.STEEL STUD @10.16 HA.TN KWA4FLEX OR INV FULL THREAD 6.SEAT MULLION TIGHT TO MULL CLIP. ADE 09@71012 (33 KSI YIELD MW} S SELF4)R[il +�H SCREW TF#tU 0.060• 7116° IriNtt a: 11W ALUM.RN3-TS MR)OR #10 tiRAOE 5 SELFTAPPING/ FULL THREW- S.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-S37 A 118'STEEL SPECIFIC INSTALLATION DETAILS. (33 KBI MNL) DR9ILLING SCREW THFBJ 0.126 7/16 SHEET 1� 9 OF 10 wwoowm_mmqa ISM SW 44TH AVE. OCALA,FLORIDA 34474 W W W.OWS.CC V'PVC MULL BAR IMPACT >n ANGLE MULL BAR f3JP a TWO RECD PER EACH END OF WDLL RETRO FIT • •• • • • MULL BAR CUP Y • se•• •e• • • • • MULL BAR w • • • • • I MULL BAR f0 • 1r�= = INSTALLATION ANCHOR — • • e• �I SEE TABLE 1,SHT 9 _� 1�'l� SEE TAME 1, ANCHOR N, 9� 2 �j SEAMWAIDNGE op • e•e• — SEALANT ALO�mm EDGE BY •• ° OUTSIDE EXPOSED ��1etrt R MR EDGE BY INSTALLER eb e • • BY _ -- __ MIN.EMBEDMENT EXTERIOR FINISH •e e tb SEE TABLE 1,SHt9 BY OTHERS - — MIN.EMEEDMENT • 9406: PERIMETER SEALANT .; — - SEE TABLE 1,BHT 9 <Z • BY A�TALLER 009 °f a PERIMETER SEALANT INSIDE AND OUT °•° BY INSTALLER e •000 BY OTHER INSIDE AND OUT •$�' ,%"klomnjf� • .SHT 9 • �,°• SUBSTRATE BY OTHERS `r,,, 0,C ENS �'`,/�• • e x • SEE TABLE 1,SHT B rr�Q'�✓� s''•�'�i • •••• • • MAV.EDGE DIST, rrGf�v e••••• Lfa_NTRTIM SECTION SEE TABLE 1,BHT 9 e e MAV.EDGE DIST. Qr�• Ne 68201 ��10 • • 10 TYPICAL FW(•L•ANGLE)ANCHORAGE VERTICAL SECTION SEE TABLE 1.BHT B HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION fa TYPICAL FIN(RETRO RT)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION C STATE OF -*14 O R tlo 00 z� NOTES: 4117/2016 LUCAS A.TURNER,P.E. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS FL PE#58201 AFTER INSTALLATION. 1239.PMRA AVE NORTH PORT,FL 34285 2 RECESS REMULLION CUP 3/8°MAX FOR CLEARANCE OF WINDOW PH.941_380_1574 UNITAS NEEDED. SHmTtmsm pTKw 3.FOUR(4)ANCHORS REQUIRED PER MULL CLIP,SEE SHEETS 2-3. INSTALLATION DETAILS THREE(3)ANCHORS RECUIRED PER•L°MULL CUP,SEE SHEETS 2-3, FIN 4.SEAT MULLION TIGHT TO MULL CUP. o DATE: 5:FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW ADE 09/271012 SPECIFIC BVSTALIATIOIV DETAILS. x REV.: CWS-837 A SHEET 1:2 10 OF 10 Florida Building Code Online Pagel of 2 I a e_�i( �pll .". Rolla Depitwitd B=Home in rn I hear Reglatration Hot TOPIM i Submit--A- l rge Stats&Fede P,11.l ism HC .li Bus nes A Prole aI 7t� cUwrDrel Dublk Uear Regulation J3adwl Aaornvel Phu a Product or AaatlraVan Search a ApgltWIRLUd>A"11cati•n DaWl FL# FL6890-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archtved p Product Manufacturer Custom Window Systems Inc. Address,/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin skoss@cws.cc Technical Representative Erin Koss Address/Phone/Ernall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekosst$Irws.oc Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 Jlathrop@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect(dame who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Dare 07/21/2020 Validated By Steven M.Urich,PE W Validation Checklist-Hardcopy Received Certificate of Independence Fl 6890 R5 C0I Ey4j&ev CWS-16 (CA-8400 IMP).odf •• ••• • • • • • •• Referenced Standard and Year(of Stantltrd) •: •9EAO* : : : Year ••• ••: •A4MA1iW8494 10141.S.2/A440-05 2005 ASTM E130*0 •• 2004 ASTM E1886-05 2005 • ••• !'STM•E�l$96 0 i• •• 2005 • OP/�rTAS 201/ 202/283 •• 1994 00 00 0 Equivalence of Product Standards ••• • ••• • •• i• Certified By ••• • • • • ••• • • http:/lwww.floridabuilding.org/pr/pr app_tl.a�px?tamm wGSVXQwtDqu4Bg7NfwG9n... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Sunwriary of Products FL# 1 Model,Number or Name Descrlptlon 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Lim of use Installation Instructions Approved for use In HYHZ:Yes EUB90 R5 II CWS-161 odf Approved for use outside HYHZ:Yes Verified By:Lucas A.Turner 58201 Impact Reslstarab Yes Created by Independent Third Party:Yes Design pressure:+67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 ELS R5 AE DuPont PV NOA 13-0129 27,p psf,Max.size 37"x 72'.Outer lite In I.G.to be fully FL6890 R5 AE EvalReo CWS-161C(CA-8400.IMP).odf tempered when used 30 R.above grade In HVHZ.Glass FL6890 RS AE Ouanex(Mlkron)NOA 12-1017 02.odf complies with ASTM E1300-04. Created by Independent Third Party:Yes Beck Neat QsWjW ::1940 North Munroe Sleet,Tallahassee FL 32M phone:850-487-1824 The State or Florida Is an AAMEO ornployer.rAmm X2007.2013 State of plodda.:: :: Under Florida law,eman addressee we public records.If you do not want your a•mall address released In response to a public-saccade request,do tot send electronic mall to this entity.Instead,contact the office W phone or by traditional mel.If you have any quecdans,please contact 850.487.1395.'Pur3uw t to Sectbn 455.275(1),Florida Statutes,eve October 1,2B22,ficenaees 9celsed under ampber 455,P.S.must provide the Department with an eman address r they have one.The emalls provided mwy be used for otBetal wmmunkatbn w0.h the licensee.However emeY addresses are public record.If you do not wish to 9*pty a personal addrow,please provide the Department with an ern address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,plans click l m. Product Approval Accepts: securit atr+tliCa' 4141 4141• • • • • • •• • • 4141 • • • • • • 4141 • • • • 4141• • 4141 4141• 4141 • • • 4141 • •41• • 4,4141 ••e *so • • • • • • 4141 • • 4141 • • • • • % • • • % % 4141• • • • • ••• • 41 • • • 0*0 • • • http:/fwww.floridabuilding.org/pr _/prapp �a px?0 0 0 wG12VX.QwtDqu4B97NfwG9n... 6/24/2015 URNER1239 Jabwu Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 161C April 18,2015 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 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 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-161C,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 l0I/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. Limitations of Use: This product: • May be used in X config.in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-air- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- I/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade • Requires max.glass daylight sizes as shown in CWS-161C • Achieves design pressures of+/-67.5 psf • 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 0I hRequires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find 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 odUppte alprMss ofthis product. •'. ': :•• •��ttes�r�pr r ev •. . ... No 58201..s� = 4/18/2015 •• •- p .' 00 *' Lucas A. Turner P.E. FL PE#58201 wrATE:6F • Sv ipr `'A O R 1�;r', +�, Lucas A.Tumer • �iSy••" ••• A�� 2015-04-2011:59-04:00 O V. Qlet 0001.111 . •• .. . . . •• .. ... . . . ... . . ASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WPMW SY rm TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 38 174' EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVFM OCALA.FLORIDA 34474 MAX OVERALL 38 v4• AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLANGE WIDTH MAX OVERALL FLANGE WIDTH DEFINED IN ASTM E 1888 PER THE FBC. UNITWIDTH 1"'1°TM 2.GLAZING OPTIONS:(SEE SHEET 2) 8m PVC MAX SASH 1 WNTM MAX SA8 WIDTH 3.CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT RIGHT. IMPACT I —————————— A 4,DESIGN PRESSURES: — —— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND m ———— GLASS TABLES ASTM E-130D-04. 9_ �u -POSmVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER o 731la• I I __ I INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-44- w W pFLANGESEE SHEET 6 FOR INSTALLATION ALLI 5.ANCHORAGE.THE 33 1 PJ%STRESS INCREASE HAS NOT BEEN USED IN qq d m �� I I MAX64 Ifir LL I i I DETAIL WTHE DESIIND LOAD DURATIONOFTHISTFACTOR Cd=1 B WAS USED FOR WR OOD w RANGE B I $ ANCHOR CALCULATIONS O • IHT i G.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE e e •• : •• • •• I I NOT REQUIRED. le IL IL Iu x •••I •• �/• I Sgt 63• I x I 5812^ 7,ALL FRAMES AND VENTS FULLY WELDED. �u �u R :see • MAX • ` : ! I OL� MAX I �I CLASS UNIT f I DLo 8.SERIESIMODEL DESIGNATION CA-8400. e •• HEIGHT •• ••• I HEIGHT I / I •••• • : •• • ••• I 9 / I 8 X=OPTHE ERABLE SASSIGNATION H STANDS FOR THE FOLLOWING: m a z ••• • ••• •• •• I 8 • • • • • i SMAX ••• • I10-SECTION CALLOUTS,APPLY TO ALL ELEVATIONS IN A SIMILAR Oa``4NtflmBWm� r • HEIGHT I LOCATION. g o`A Ly •••• • HCIGHT I • ••\ I s I J/J I Zi`j: Ne mm `�!s • .. ..• •• • • • •• • ••• I I Lucas A.Tumer 'P} gTATE OF • I ——————— 2015-04-18 %o,�, •• • — — A by,�z• pptiperQ�$�• 22:00-04:00 'p�8'�NA4�••`� • • s GLADLO °+e►umn�` RIGHT HINGED-SHOWN x " LEFT HINGED-SHOWN LEFT HINGED-OPPOSITE 4118=16 RIGHT HINGED-OPPOSITE LUCAS A TURNER.P.E. FL PE#59201 1239 JABARA AVE NORTH PORT,FL 342sB PH.941- 1574 SHEET o TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING GENERAL NOTES AND GENERAL NOTES&R EVATIONS._....137"X63• +- GLAZING DETAILS............__..-......„.....2 -67.6 PSF ADE 06/05107 SECTION VIEWS................._.._...„......_3 EXTRUSIONS&ao.M...._„ „.............4 �� LARGE MISSILE IMPACT W. �.. ANCHOR SCHEDULE&NOTES......_....5 37”x 72” +!- F CWS-161 C IWTALLATION DETAILS.................__..S Z-67.55 PS ZIIIIIE� SHEET 1:15 1 OF 6 wmmwmreem 1900 SW 44TH AVE. OCALA.FLORIDA 34474 Www.GWS.CC $=Pvc CASEMENT IMPACT 7/6.OVERALL 718'OVERALL 1/6•ANNEALED or TEMPERED 118'HEAT STRENGTHENED or TEmpERED r o 7118'AIRSPACE ————— --7/16"AM SPACE W pW 5116'LAMINATED GLASS 8118"LAMWATEDGLASS ¢ ¢ m UB•ANNEALED I/8'HEAT STRENGTHENEDv 9) 5� Z • •• .090 DUPONT PVB SNTEfiLAYER .090 DUPONT PVB INTERLAYER _ >Lo • • ••• •• 118"ANNEALED VB•HEAT STRENGTHENED a • 0000 • • 0 • •••• 552 URFfCT GLAZE OR SS(AFLEX 869 OR e o •••••• 0.0 0 0• • • PURFECT GLAZE•W �„ 0 2 • • • • • 0 • •••••• I/T GLASS BRE I/L"GLASS BITE 0000•• • •• •• •• 1 V ip �( • • • • • •0•:•0 ••• • 0••000 © d N`1pntOaiaaa • 60*6 i• •0i 0 •• 0 00.06 GQ;•�.�C£NBFy�y�� • • 0 6 No 581D1 t�px •000.0 6 0 • :••..• A STATE OF 40s ••0••0 • 00 1690 0 0 000: 0 0 00. EH3) EEB Oiiaut��O,` 4118P2015 LUCAS A.TURNER,P-E. FL PE 8 88201 1239.LABARA AVE. NORTH PORT,FL 34288 PH.941-300-1574 GLAZING DETAILS UNIT SIZE MAX POS. DP I GLASSTYP ADE 05/05/07 37'x 63' +67.5 1 A CWS 181 c 37'x 7r +67.5 1 B SHEET 1:1 2OF8 1800 Sw 447H AVE. INTERIOR OGAIA,FLORIDA 34474 WWW.GWS= 11 8400 PVC 1 CASEMENT IMPACT 1 � LL Lu Lu ar 1a 8 1 1 8 , 3 H < C m B SECTION VIEW B-B $ O p4o O (p so • • • • �a W •••••• • •• •• •• INTERIOR v m a Oz •••.•• ••• • i••i•• ptgan►►►► ••••• •• • ��atOREt+V np. �►�� Jce"�s.r6'• • • • •• s••• t-1 4 5820 1 y •: ••• • : ••w• 10 li'P% STATE OF ►.N FRI • -�_ ` 'pis�►mhini�� 7 � - 4HWJ2D15 $ LUCAS A.TURNER,P.E. FL PE#58201 2 — 1239 JASARA AVE. NORTH PORT,FL 34288 9WffPFI.947-380-1574 SECTION VIEW A-A ALTERNATE FIN FRAME SECTION VIEWS DFA DATE: ADE 05/05407 ITEMS NOT SHOWN FOR CLARITY: DWG.: REV.: CWS-181 C 14,16-17,19-20,25,27.3Z 34.37-38,42,4445.5D SHEET 12 3OF8 P T ITHUI PART CRIPTION MA AL 31�° FRAME AND SE.,MPVC AIWHM ORRUN--- SASH ODANER 2 H RL MIK C 10N yDpW 67gT I 3 FR.,CASE., .,RIGHT PVC 2 IBM SW 44TH AVE. Emm $0308 B., PVC 3 7W OCAL A.FLORIDA 34474 CASE,W7 FW M 4 W W W.CW8.CC 6 A� MIKROPVC 921132• 7 SASH, PVC tne- sm PVC MIKRON g a H-0A L PVC GLAZING BEAD CORNER WELD CASEMENT K 8_8D84 (ALL SIDES) IMPACT 11 N RAIL S KEY 11A F EN RAIL, KEYMARK ALUMPVC FLANGE FRAME 12 ULFILcla E bNtt72 H-60308 us . 13 P .,1/0' 7/8 NKRUBBER 2t Rn 14 P 3 OUT UMMIT z ttriz• a 15 W S 2tf92 yyy--�--��I 7118 "97 NO LE TENS g u w w .. 1 1 SPRING, Y 18 TP.,WITE LEAF SEAL,FRAME AMESBURYH01m RUBE 2t/a•Le a tne- v18° O 19 RE .155 BILK a COIL,.082 X.658 0011.,.05 X.437 tC 20 P 1 RASEA1 3 -4491 P-40M o N • R • • P• . . BAC FAB PVC SASH 51 • 23 •H', 552 ELS 4.6008 k' •a•" 8 314- � � � P ,A8 X18FI8 25 X 1' 170 17!32' 1 O ••• -81 ••CWS vmaO •• RT.LABEL, t fe 1 z -3752 F PLUG,I•• MPO OLE M&M NYLON I vte• • J r�S .••�cENBa 56 V, • • USB 4P 5p, BAR WIDE.ROTO.32-- PAumnjE SCREEN RAIL SIDEEN SCREEN RAIL TOP/SIDE ` ,.r Ne 58201 8070 H 1593 tL*s •*a 1 S,SS L FAS7E '+•off it i ? •• P � E• ( RO SS P-40" LTWPINT, opts STATE O6 CAVJ 33 H atre•- y y4• sL.e Dtu% •i 36 • U14 M R LEFT/ H E E W 4v_ OR► - • 37 ne^ 3r� rvA1- rIre T, H.,RO 55 5 TO H . m PERHRE R07O SASH REINF. 4/1812015 E OPEN 81505 42 LUCAS A.TURNER,P.E. OPER 4 t/d FL PE#58201 4021 x FH /1/ ,ROTO L 1118" 1239 JABARA AVE. GASKET H E., NORTH PORT,FL 34289 45 38 4031 P 0 5 LOCKP A GT.) 7WI rr� PH.941-80-1574 47 P E MULTI } L ON �r 71 3" : 48 P-41 x 314 NAL BOM AND EXTRUSIONS 49 P 505244M(.082 ,HD PRECISION UTMT PVC SCREW SUPP�T -4641 08 x ,�7 HFASTEN�UM F ME P-3113 1506 SH ADE 05/05/07 MfKRON62 C r. . CWS-181 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083-TS UNLESS OTHERWISE NOTED, SHEET 2:1 4 OF B r MAX O.C.(TYP.) V 12 IMAX,I TYR)r MAX .C. .) SEE NOTE 2 4'MAX ITYP.) SEE NOTE 2 JAI.7' ---�'� 4"MAX(TYP.) WINDOW lIV81"E!f>: 8'MAX(IVP.) I 121Jr 11AX O.C.(IYF.) 8'MAX O.C.(IYP.) �`� 1900 SW 44TH AVE. r MAX.(7YP.) - - 4`MAX(IYP.) SEE NOTE 2 OCTA,FLORIDA 34474 e•MAX.(TYP.) Ir E NOTE P 4•MAX IT") W W W.CWS.CC I I I I ��/y� imi- / MAX OC, ' m PVC 10' i ('''P•) i CASEMENT (T O.C. / i 8` IMPACT / / MAX O.C. MkX X �O.C. X i KX X � � a INSTALLATION LL. w W \ ANCHOR(rvPJ ` INSTALLATION ITXlN \ i WSTALLATK7N ANCHOR(1YP.) 1 g Z ANCHOR(TYP) \ I fC O . i • •••• c K F • •••• 61G THRU FRAME ANCHOR W • YOUT` HINGE SIDE JAMB ANCHOR HWOE SIDE dl R(TYP.) • H - FOA UNITS uP x UNITS UP T 3T x 83' �LCHOR LAYOUT-IFIM •••••• i • • • FOR UNII8 UP TO 3T x lit" ANCHOR LAYOUT.IFIM V m d Z • • FOA uPIJ1�pT$ To3rx83` sol lrip�u�4j+' •• • yip •••• .00,00: • • • • • ��Ghr?r�10ENsh••,1c��'�i •• ••• • •• •••• �:• No 5S'L01 tp� • • • bit • •••••• 9r 9? STATE. OF _Wl • 1.INSTALL ONLW CHOR AT EACH INST"ATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. R+yi�.p ��L O R%a pr ti •• • • • •L SAM AS REjaj1�INSTALLA�ION ANCHOR USING LOAD BE SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1141. USE SHIMS WHERE SPACE GREATER THAN 1/1 s IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUC DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. � rn� 3.ANCHOR TYPE,SEM,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6 4118/2013 BE PROROTECTEDECTEDTO PREVENT REACTION.4.ALL TON ANCHNT MUST BE MADE OF OR PROTECTED WITH A CORROSIONRESISTANT MATERIAL OR COATINQ DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MM LUCAS A TURNER,P.E. FL PE p 88201 TL INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHOR SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MMIMUM 1238 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6NORTH PORT, PH.341-3Wl874 I 6 ANCHOR EMBEDMENT TO 3SHALL BE BEYOND WALL DRESSING OR STUCCO. F CONCRETFJCMU OPENINGS,EMBEDMENT SHALL Be BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. tnw1 PPSTALIATKm1S TO SOLID COONCRETENCRETE OR GROUT FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE ANCHOR SCHEDULE 8 7.A MINIMUM CENTER TO CENTER SPACING SHALL BE MAINTAIN BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL NOTES ew -DA-Tr- IL WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DEsmdED BY THE ARCHITECT OR 84ONEER OF RECORD AND INSTALLED TO TAANSIVR WIND LOADS TO THE STRUCTURE. ADE 03/05/07 SUBSTRATES SHALL MEET THE MIMMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. .: may; 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHER FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOC lMWTS: CWS-l6l C FkWAAMA 100(FIN WINOOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAAVDMA 280(BOX WINDOWS).FMA/AAMAIWDMA 3WMXTERIOR DOOM SHEET 1.20 5 OF 8 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE INTERIOR 1/4'MAX SHIM SSEEEOT�1 MR.EDGE DIST, Y17NDW 9YST� �� 1800 SW 44TH AVE. MIN.TABLE DIST. SEE TABLE 1 F BYOTHERS 6 E TABLE 1SUBSTRATE SY OTHEJCOEE. 1/4'MAX SHIM www. FLORIDA 34474 W W W.CWS.CC SEE TABLE 1 MIN.EDGE DINT. SEE TABLE 1 NW PERIMETER SEALANT WALLER DMENT 064TALLATIONANCHOR v!NV PVC M�AND OUT SEE TABLE 1 ABI MM.EMBEDMENT CASEMENT SEALANT BEHIND SEE TASLE 1 IMPACT FLANGE BY WALLESWM gg PERIMETER SEALANT NSTALLER BY BY INSTALLER MN ALL, PERIMETER SEALANT BY ICE AND OL1T INSIDE AND OU7 INSTALLATION ANCHOR S Q SEALANT BEHIND SEE TABLE 1 < m FLANGE BY INSTALLER SEALANT BEHIND rA fNTERIOR RN BY INSTALLER z INSTALLATION ANCHOR B ItORQONTALBECTIDw O �1 HORIZONTAL tiEcrrDN SEE TABLE 1 • •• 8 TYPICAL JAh16 ANCHORAGE 8 TYPICAL FON ANCHORAGE o • • • HEAD AND BILI SIMILAR FOR FIN INSTALLATION •••••• ••• • • •• w t2 0: • • . '.• ; NOTE:ADDITIONAL THRU-FRAME ANCHORS o o •• ••• •••••• (AS SHOWN IN DET,KS)RECrD ATTHE HINGE 1 • • • • SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. 9 • D • •• IW MAX a" • • • ••• ••• •• • 'a`galglfn��lp�_yz TE' •• BYA Ad R•BEAIJ11, • • MIN.EMBEDMENT ♦��''q�q';•-C N'•. (�,!i�•� •• ••• • .. SEE TABLE, .T• No ss201 �Y�,�A�% ::ba; TEBYOTHERS• ••:••• SEALANT IINDERSCR•• MIN.TEDD DIST. 9 i OW Off FE Z •i � BY INSTALLER i 9ECT(mN A _ tv 0:060: e SILL ANCHORAGE yi�xF��,�A� qjr ?�S ollml z;z_ TABLE 1:APPROVED INSTALLATION FASTED 4/1&2015 OETYPE LUCAS A.TURNEF7P.E. CONtYiETE(20KSIMW.) 3118'ITW TAPCON 1.1P2° 1-1/B7 FL PE B 88201 IMETER ABARA AVE. WALLER� NO�PORT FL 34288 CONCRETE(283KSIMIN.) 3116'ELCOLJ1.7RACCN 1• 1• INSIDEANDOUT PH.941380-1574 GROUT FILLED CMU(ASTM Ggo) 3f1S•ELCO ULTRACON 1-1I4• 2-1/T D HORIZONTAL SECTIOid SKEETUESCRIPTIZIT-- -- 8 BOX FRAME INSTALLATION 3716' G T OX INSTALLATION FLANGE 2XMON.SOUTHERN PINE(C-0.55) OR EL,CO UL7RA(Xbd 1"� 7l8d HEAD AND BILL SIMILAR FOR BINSTALLATION DETAILS FLANGE 2X MK SOU*IERN PINE(".55) 810 WOOD SCREW 1318' 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE RANGE, �� SELF-DRILLING IS GAUGE(0.08(x)MW.STEEL STUD 510-18 HLTI KWK4LEXOR TI1N FULL7HREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MON) TEKS SEDRSELF-DRILLING SCREW 7HRU 0.01 ' WISPADE I 05/Q5/07 FLANGE 118'ALUM •(6063-15 MOV.)OR S10 GRADE 5 SELF-TAPP ! FULL THREAD -MIN.1/4•FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Uwe a: 118•STEEL(33 KSI MIN,) DAG SCREW THRID C.12T 7n60 INSIDE AND OUT,FULL PERIMETER,BY INSTAL-LER. CWS-181 C FIN -PRODUCT ANCHORAGE IS 2XMIV.SPRUCE-PINE-FPR((60.42) #8 WOW SCREW 1-112° 7/1W SHOWN FOR FLANGE WINDOWS. ACCORDANCE WITH REQUIREMENTS AS SHEET 12 SOFB Florida Building Code Online Page 1 of 2 i'P 1 :el I�I�J�1= a , _r•i® 1_:r`'Iirep'�e�� "il.�id ��" 1 R J nW1C� 1211 SM Mums LOU In User ReglatrMW HptTgft Submit Surcharge StatS 6 Facts �..r, I r=r w,�s " _�P.,i rr !IM.E .v. Busines ( PrOfessinal �Public Regulation praluct Approval Men"a Product or Aeeiiratlpn Segrch>A=llcaibn Lt3t>Ap~on peW FL FL16177-Ri j Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. AddreWPhone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Koss Erin ekoss*cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.tx Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jkftrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 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.Unch,PE EZ Validation Checklist-Hardcopy Received Certificate of Independence F116177 R1 COI EvalReo CWS-8128(SH 8100 IMA NoSillAnch)odf •• ••• • • • • • •• Referenced Standard and Year(of gtandayd: •• : •• rear 06'a •• •• D0,WJK101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 • ••• • &W E19WQ9 ••• 2009 i • i • P/�?AS 2010-1223 1994 •• • • •• • • • • % • •• • • • % Equivalence of Product StandarJs • ••• • • Certified By ••• • • • • Or • • http://www.floridabuilding.org/pr/pr_aiUciaspxgp =vp£EXQwtDgvyf4ngAXhlOy... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Surnmary of Products ( FL# Model,Number or Nature Description .16177.1 SH-8100 PVC Single Hung 5H-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use In HVHZe Yes FL16177 RI II CWS-812B(SH-8100 IMP.NoSlIjAnrhl.gdf Approved for use outside HVHZ.Yes Verified By: Lucas A.Turner 58201 Impact Resistant]Yes Created by independent Third Party:Yes Design Pressure.,+70/-70 Evaluation Reports Others SH-8100 PVC Impact,no sill anchors required. ELl 6177 RI AE DuPont PVB NOA 13-0129 Safety giazing required on outer lite above 30 ft.In HVHZ, FL16177 R3 AE EvalRep CANS-812_B,(SH-8100 IMP Glass complies to ASTM E1300-04. NoSillAnchlim f EL16177 R1 AE Quanex(Mikro NOA 12-1017 02 Ddf Created by Independent Third Party:Yes sed: ra0mc a. H F Phone!850-497-1824 The state of Florida Is an AAOW employer.Caawloht 2t107.201a 4aatn e.r ct.�are ::Rhraa e'nre...e.,... :: Under Fbrda law,oral addresses are public records.V you do not want your emalf address rnteased In response to a publk-records request,do trot send electronic mall to this artily.Instead,cordact the of a by phone or by traditional real.If you]Rave any queeto,please contact a50.487.1395."Pursuant to section 455.275(1).FWda Statutes,effective October 1,2012,IWensees Ilc"$W order Chapter 455,F.S.must prevld•the Department with an emal address a they have one.The ernals provided may be used f r official mmnwntcadon with the licensee.Ifowever Boal addresses are public retard.N you do not wish to supply a personal address,please provide the Deparhrxnt sdth an arral address which can be made available to the public.To detefndne it you are a llowme Ruder Chapter 455,F.S.,please clrlr hWjL. Product ApprovalAme is: secu it ase rain NORM •• *0: •• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • •• • • •• • • • • • •• • • • •• •• ••• • ••• • • • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr_app►•dl?aSl:x9p ;vt@BYXQwtDowf4ngAXhl Oy... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812B 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 44h 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 5t 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.Turner,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 1886-02104/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 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-81213. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.Q.A. 12-1017.021 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 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. .. ... . . • • • •• ' • .•..�, r •, ,;.`�r�' Sp No 582019:0 �•; i- 04 *0 0*•;• a* 4/18/2015 •• •..�' .a« Lucas A. Turner,P.E. "' '• ••S W,; ST�t tri' FL PE#58201 •�� ! °a t��` •� ',~ Lucas A. Turner .. ... . . . .�.,W 01y... .• � *t,�� 2015-04-18 .* • • • ••• • ��f11 • 22:20-04:00 •• . . . . •• .. ... . •.• . ... . 0 SINGLE HUNG - LARGE MISSILE IMPACT �N1LN° 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �N TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHp AND 19M 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) ss ve-Max OVERALL FLANGE WIDTH 8100 PVC s17/r MAX UNIT WIDTH 3.CONFIGURATIONS:"O/X`. SINGLE HUNG -NEGATIVE GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASF ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER an a INFILTRATION TEST PRESSURE AND GLASS TABLES 1 ASTM E-1300-04. ao MAX, - -- S.ANCHORAGE:THE 331t3°rb STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR $Y F- F AN I DETAILS.W INDLOAO DURATION FACTOR Cd-1.8 WAS USED FOR WOOD ¢j • •• HEIGHT ANCHOR CALCULATIONS. • • ••• •• • •• B O g GLASS B.PRODUCT FOR IMPACTRESISTANOE.SHUTTERS ARE aIS •••••• • • DLO NOT REQUIRED. .r N • • I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL jol BE SEALANT q •006•i • • I USED AT FIXED MEETING RAIL AND JAMB Q ' •••••• • • •B • • • UNI? • Q cc • • R21C#I� S.SERIES i MODEL DESIGNATION SH43100. •••••• • •• • •• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: • • • • • I X-OPERABLE SASH,O-FIXED SASH o • • • •903116 I m@qZ • ••• •• • 1�pA7t{ � 10.SECTION CALL01Jf3 APPLY TO ALL ELEVATIONS IN A SIMILAR • •• ••i •• •}iE GLASS LOCATION. µhalt ••so*: BHT I DLO � P,rtO"•ayii • • • •• ••• e 11.EXTERNAL WEEP SLOT=1/4•x 1-114"LOCATED 4"FROM BOTH ENDS, • •••••i •• ••• I I C ��' U. 582D1 NI+ • • • U •• ••• •••••i • • - LUCBS A. ys STATE OF fW e A 20155-04-11 $i��S.lyE R 10"•p,gr 461nW -04:00 „p-15:15 GLASSDLO z:z_ 48 mr 4/11/201b MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JARARA AVE NORTH PORT,FL 34288 PH.941-38D-1574 sH GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS_-2 LN%RWN Br EDESIGNPRESSUREBAT D8/18/12 GLAaNG oETAn..........................._.a MAX. UNIT SIZE IMPACT RATINGsECTIDN VIEWS.--...........................3 TING r.4 .:ANCHOR SCHEDULEBNOTES.........s 51-7/8°x 61-3/4° 0 PSF LARGE MISSILE IMPACT CWS-812 a INSTALLATION DETAILS.................8 SHEET 1:15 1 OF6 wmmwnrrEoms 1800 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8'100 PVC SINGLE HUNG IMPACT Lli � o 7fir OVERALL IN8tf1 4iED GLASS Mr OVERALL INSULATED GLASS $ m tAPANNEALED ORTEMPERED 1AT'ANNEALED ORTEMPERED • •• 7118"AIRSPACE 7/18•AIRSPACE • • ••• • • •• 6118°LAMINATED GLASS 8118•LANNATED GLASS '� 0000•• • • • � c s • • • • • 118•ANNEALED 1AY ANNEALED D: 96••06 •••••• • • • • .0W PVB OTERLAYER BY DUPONT ,880'PVB INTERLAYER BY DUPOW 0 9 • • 000000 118°ANNEALED VW ANNEALED • S52 w 060000 • •• •• DURASEAL RYTRUSEAL DURASEAL BYTRLKMAL • .00. • • ••••• ••• • •••• • •• PURFECT GLAZE-H- BIKAFLEX 552 PURFECT GLAZE°FP'OR 31KAFLEX 552 m ¢ Z • •• •• •• • 0000 �NUfN„� • • •• ••• 00000• f 1W GLASS BITE 1 ad 10R✓FI(I •• •06 'q 1P!-GLASS Bf6E • • 6 06.09• �p'••'�CBN'••(rO�i .. .•• SAG F�} sFs•.P,y y 00000. r`3i N9 58201 gs 9:090:00* - f - 06 boos . . . 1 =v F 00000• ' A y STATE OF .W FIXED LITE SASH uTE 4HIM15 LUCAS A.TURNER,P.E. FL PE 0 58201 1239 JABARA AVE, NORTH PORT,FL 34288 PH.941-380-1574 DESORIPT GLAZING DETAILS DRXWWgY: DATE:— BAT 08/18/12 r. F _ CWS-812 8 SHEET i:1 20F8 INTERroR vw��'koowv��sYs>r'�►L� 1800 SW 44TH AVE. OC"FLORIDA34174 1 i1 W W W.CWS.CC 8100 PVC ® SINGLE HUNG IMPACT 3 1 1 1 4 m m SECTION We m • • • NOTE:LEFT SIDE •• 0•090••0• 000 • ' •• ••• RIGHT SIDE SHOWS FIXED SECTION VIEW, SASH SECTION VIEW. 0000• W •• • 00009• 0• :.-• ••• 0 0 zyS • �yj 0 • 90 000• ••• • • t BVTERIOR m a 00000 •• • 9 • 9 9 • a1hmlaw+1 0000•• a aaa�a W� � Pt10RE rh • • • 9999. �� "�•T ori 00.0 9 0000•• • 0000•• �J. � 58201 '+��f. • 0.090• L ?v•' Z •• ••• • • v: # ta= •.••• 1 • • 9O L STATE OF �41,C 1 hhl gNrAi aa� c, 6 4H 1/2015 2 LUCAS A.TURNER,P.E. FL PE$58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.841-380-1574 SRUTMUFT—M SECTION A-A SECTION VIEWS DRAWNBr DATE— BAT 0fi(18J12 NOTE:[TENS NOT SHOWN FOR CLARITY: UNU— " 20.25-28,36-37,44,51-52,5,5-56,64.87-88 CWS-812 B 1:2 SHEET SOPS PARS LIST FRAME CORNER r11 -6= Main Fr.,S VENDOR MATERIAL 3 tom. CONSTRUCTION 1 H-60.41 Main Fr.,SH,wrFl.,PVC Head Mikron VI 2 H{03t n Fr.,8H w/FI.,PVC,SIII ikron VI t 18/18 *�rr'r'�'W SYSTEM 3 H-M Mahn Fr., H, .,PVC L.Jb. MQvon VI t �z 31t� 1900 SW 44TH AVE. 4 H�BOCt1 n Fr.,SH,aWFig.,PVC,R Jb. Mtiaon VI I 2 OCALA,FLORIDA 34474 B 8-1677 M mads an 3 e WWW.CWS.Cc 8 H-81127 BMW F1a11,PVC MOvon I z t Vt8• 4 18r6" t ErL 1497 RairgSash'8 to Mast.Reil mark Alil Vi8• COINER WELD Sim Pvc 8 Sffih l3ottotn Reil,PVC MH81Nt yrrylL tne" 12 H-�04 sash sld Bot.Rall Mlluun Vinyl (ALL GIUM SINGLE I'IVI�7' 13 s-1a� nL S.B.RJS. . IS 14 s-ODB4 G4z.Be.,718' VIIry PVC McJAE FLANQE.8a01 PVC SASH SM.RAIL-8028 RIC SASH TOP RAIL-8027 IMPACT 18 81 13 Scm. PK Hark m1kran Vinyl 19 S-8014 San.Adept.,PVC,Vett. Mwon I 20 flesh Stop/Flller,P ,Vert. MBvon 1 t 1/2• 23 WISH Raintaaament,SBR Keymetk Alum 718" 1 3111i" F T6i':! o2a P-2190 I 9/tls1 25 PM9 Sasl,Cam. V 831 Plastic 25 P-3D46 P 3783 Telae Cli PdC 891 8' 1 2,18' 1116" FD D MEEM0 RAILbUrloc SCREWED TOGETHER WITH 4089 ,Impact,PVC Iltletlock eC 1l1� OUfERFRAME 3215C T w/Flap Plastic RE6NF,ONPACTHOOK-1112 tb i 32 sP-3429 W8t .,0 2=0 x.187 FfnSrapl,D 6Alretab PVC SASH SIDE RAIL-8004 FIXED RAIL-1836 n P 4&38 H ModdEw Ir • P3768 98 x 0.825 Ph PH ryP• 2 Fastertel Steel eww t 6118' IL q •39 -41751W x81.260 Ph FH TE#C* .•• Fd36 Sstem teel �� I•.t 1/8'y • -0284W x314 PH tAd98 Htdf I 1 1 44 P3342 66=888W 51%,664 • r Schnee 7/e• t S16• t 3762I ,1 a • • BM m<z •47 •P3436 89i81mc5�or PWt8C1A9jt�'H° Idle) 1/78• 1I1C 046' 1116° • 48 13-3362 gql.Eft,85 W.,,lAr x Fil$ ,132•LA F.Lowe RUQ PVC SASH STOP-8025 PVC SORM CATCH-6013 PVC FIXED RAIL COVER-sM PVC SCREEN SUPPORT M14 ,��sa1�p�Ty • •� •P-3861 T • 52 •P-3 113 8 Lbl. •••••• Pro50 •• Sash S FE 2 t3 78° 9/4• 5r8° 1/4• G4�r4`GE I _ - N• 51 01 "M • 54 FixGFi51HEGT 2 3II t !k •*?", S8 3281 S • Duraswt 1 t5i18' " t• 9 •i •133218 SemenFnyrte, liz.• Allmetat ur 7J8•m i STATE OF rW� 83 133216 !roma,Vert. Ailmetel um :dp•. ! 64 P-3321 F rtrerKey Allmatal P tlo REINF.&RRJ8.8.R.-1498 RERF. BTMRAIL-18M REP6.TOPRAIL-1497 PVC,QLA20VQ BEAD-SW �i�`Lpa O q»9.1W�� 65 P-8581 Screen Cloth,Ton 18 F s Bunanue F1 lase ,�~8h4sN@Pw w P-3=8 then!_lute,.185 M.,Blk. DM 67 P-30139 tee„Pull Teb Summit Ahmt z P'3033 Scmemn BS R.Sateen 4/11/2015 70 P3113 screw Support tw PVC T.Plastiplon 71 1-1-1638 Alum,Fixed Rao Alum LUCAS A.TURNER,P.E. 0&IF FL PE#�i 72 56083 Crnsr,Fixed 1�1 MOtrOn 1 O 1239 JABARA AVE 73 1112 RalmWeemerlt,Impact Hods Keymmk Alum NORTH PORT.FL 34288 74 •9641 >p8 x IW.Pan Head,TEK teal PH.941-380-1374 ire SHEET DE�� LINE ITEMS NOT USED: L s� 3179 8,7,11,16-17,21-22,29,31,33-38,41-43.48,49-50,55,57-al,89 a Lffooll I�-3•—�I BOM AND EXTRUSIONS irIre• tnr � SCREW SUPPORT-3113 IMPACT 1400K BAT 06/18/12 51577 CWs-812 B NOTE ALL EXTRUSIONS ARE ALUMINUM si08i-TB UNLESS OTHERWISE NOTED. SHEET 1:2 40F6 ('MAX tom•) 1T MAX O.C.(IYP.) WINDOW SYSTEMS it MAX(TYP.) 1800 SW 44TH AVE. OCAI A,FLORIDA 34474 W W W.GWS.CC 1 SEE NOTE 2 1 I 1 81w PVC MAX O.C.O. ITYPO SINGLE HUNG INSTALLATION IMPACT ANCHOR TTYP.) I I I tq N D 4•OW') I I N • •• I I N Z • • • ♦0.00• X • • • ••• s 1012 0000•• •••6.9 MAX O.C. 2 • • • • frvP.) tL • • 0000•• I t,? I � � �7 • U fJl 000000 • •• 96 69 W • • • eggs::• p • ••• ••• • 0000•• 4'{TYP.) -- • • -- -- m c ••••s •••• ••••s• 4';TYP,) • ••0 NO ANCHORS REQUIRED IN S01 • • 6 • • .::::o 0000•• . '`4 ANCHOR LAYOUT-lFLwNC3F1 .a,¢ L N�FG ,I�i 0:0009 • •6.099 � . N ' 4 ••9.6• • 58M Clk� ;lt. • NOTES: • 6 i 9.6• 5 os •• ••• • 6 • SIP, rye STATE OF r,4' 1.INSTALL O�Wan AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL ,,A•y «:D�F ,�� 2.SHIM AS REG)AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 114'.USE SHIM WHERE SPACE GREATER THAN 11118'IS PRESENT. LOAD SEARING SHIMS SHALL BE ,y��p+07Np4-o I CONSTRUCTED OF HIGH DENSTTYPLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. • pypnrn+►� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET S. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OFOR 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 S 58281 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NO1239 JA13ARA AVE. RTH PORT,,FIL 34288 SPECIFIED IN TABLE 1,SHEETS. PH-941-M-1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETECMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE apsum INSTALLATIONS TO SOLID CONCRETE OR GROur+TLLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND 7.A MINIMUM CENTER TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1`FOR WOOD AND METAL, NOTES umww-l3y- 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL W PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 08118!12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET,SHEETS.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. or. S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: OWS-812 B FMA(AAMA180{RNWINDOWS),FkWAAMA20%FUWGEWWDOWS),FMAANDMA21a(BOXWN /dW DOWS),FMA/AAMOMA3W(EKTERIORDOORS) SHEET 1:15 50F8 TYPICAL HEAD ANCHORAGE (Il�l/1/li MIN.EMBEDMENT ��//11 MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE mrEm SEE TABLE 1 114•4c: BY OT0 1900 SW 44TH AVE. SUBSTRATE BY OTHERS ME 1 SEE TABLE 1 WWW.,FLORIDA 34474 MGL Ef BED>�JT W W W.CN3.00 PERIMETER SEALANT SEE TABLE i 5YINSTALLMIN.EDGE DIST. INSIDE AND O If BLE 1 8100 Puri SEALANT BEHIND INSTALLATION ANCSINGLE HUNG FLANGE BY INSTALLER 1/4"MAX SHIM SEE TABLE I IMPACT it!N PERIMETER SEA LANT ISEETABLE I ANCHOR TIND Z • •• E BY INSTALLER _N •••••i ••• • • •• CONTINUOUS DOUBLE 3118'BEADS OF B HORIZONTAL SECTION + y • • • ••• TREMGLAZE U16M SEALANT AROUND 6 TYPICAL JAMB ANCHORAGEW • 000•• PERIMETER AT ALL INDICATED POINTS IEh o •e •e• • • BETWEEN FRAME AND BUCK BY INSTALLER g • • • LL • • •• 114`MAX SHIM U •j FLBEHI D p1 RAME BY M40-96:06 000 0 �u 0 • • id Q Z • BYIdSTEAALLEgb• • • MIN.EMBEDMENT ,Lpttuug4 • INSWE AND OUT• •• SEE TABLE 1 `e IV, i, 61la I& ••be SEE TABLE 1 BY OTHERS •e• • s�v:� NO 582D1 •S�'7� • **so*: MIN.EDGE DIST. • • SEE TABLE 1 •• ••• • •VE CAL SECTION • fa E •••••• 6 TYPICAL SILL ANCHORAGE '0% STATE OF r�ftla O1VAI.��Q�r,,�i �+Nmm" X.� TABLE 1:APPROII/ED 1 4111/2015 S LUCAS A.TURNER,P.E. ANIS TYPE lAIRL EYBIED FL PE A 58201 {20 K$1 MAV) 518"IIW TAPCON 1-112' t- � 1239 JABARA AVE 2' INSIDE AND OLR C HORD ONTAL SECTION NORTH PH 8401 RT.FL 34m te" 1574 CITE(2 88 K81 MPI.) 3118°ELCD UL7RACX)M 1" t" 6 BOX FRAME PISTALIATION GRODUFOlED CMU{ASTM C�) 18"ELCO ULTRACON 1-114" 2-1/2° HEAD AND SILLSIMILAR FOR BOX INSTALLATKAV 2X MIN 60LrtFERN PAVE(o.o'Sry' 3/18' 7A 1�g" 718 INSTALLATION DETAILS OR ELCO LILTRRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE 2X Ma SOUTHERN PI IG=0.66) 810 WOOD SCREW 1-318' TAY UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED; wro 18 GAUGE(0.080°)MIN.STEEL STUD 510.16 HILTI KW IK-FLEXOR ITW FULLTHREAD BAT Dfi118/12 (J3 KSI YIELD MIN) TEKS SELF-0 VLUNQ SCREW THRU 0 ow 7/lIr MIN.1/4'FILLET OF CONSTRUCTION43RADE ADHESIVE CAULK IS APPLIED UW0-#-. _ 118'ALUM.(8063-TS MIN.)OR 510 GRADE 5 SELF-TAPPING/ FULLIHI AD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. (;(tyS 812 B 118"STEEL(33 KSI MIN.) DRUM SCRrYy TFINU 012y, 7H8" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH RECIAREMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET 12 BOFB Florida Building Code Online Pagel of 2 �.kbt T;ial1_;e`A M_M1�IA ��".` �rOd�� 1 « �+�,I�i� 1l1��",� FlIIridd DWRtEat[Cf ep5 Homo WP to user I Replabatbn Hat T•pics SubnYt Surdgrpe Stets&Facts n.bi:c t� s 1 �1Ye E0. ; BuSnes Ak��' Product Approval ovalDirOgJJ+gnal Qr �USM:P+bllcUser Regulation 2ro I Ct Approval Menu> >Aoolkalion List>Apply Detail FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approy Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.a Authorized Signature Koss Erin ekoss®cws.cc Technical Representative Erin Koss Address/Phone/Emali 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss0cws.oc Quality Assurance Representative lay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ,)Iathropocws.cc Category Windows Subcategory Hortmnta!Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Lioensed Florida Professional Engineer EZ 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.Urkh,PE 66 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 Rl COI EvalReo CWS-8710 iH5-6200 74x63 IMP]odf Referenced Standard and Year ro(,Stand#id).•; ; •E• •gd •• Year ••• ••i ••i •#AM"M�q/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 • ••• • •OS M EIQ#r*-09•• 2009 • • i i • VkTAS 241/202,1203 1994 •• • • •• • • • • • •• • • • •• •• ••• • ••• • • • Equivalence of Product Standards Certified By ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr_gpp Ml-UP t?Padm=UMVXQWtDqu8oblD/D2fIZm6... 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 PL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use installation Instructions Approved for use In HVHZ:Yes FL16736 Ri II CWS-8718(HS-8200,74x63.IMPt odf 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 Other.Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736 R1 AE DuPont DVB NOA 13--DI29 77.nd I.G.must be safety glazed when used above 30 ft.in HVHZ. 17-1-16736 111 AE Ev -8718 0jcL-U0Q.74x63- Glass complies to ASTM E1300-04. IMP1.Ddf - FL16736 R1 AE Ouanex(Mlkron)NOA 12-1017 02 p9f Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 631,XOX. Limits of Use Installation Instructions Approved for use In HVH2:Yes FL16'36 RI ii CWS-8698(HS-8200 i 1x63 IMP1 odf Approved for use outslde HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other.Large Missile,111"x 63"r DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB NOA 3-0129 27 Rdf In I.G.must be safety glazed when used above 30 ft.In FL16736 RI AE DuPont4Pp NOA 11-0624 02-ruff WMZ.Glass complies to ASTM E1300-04. FL16736 RI AE Evalikeo CWS-8698(HS-8200 111x63, IMP1.odf FLI§736 Ill AE ua Created by Independent Third Party:Yes 0 canted US:: Phone:850-487-is24 The State of Floride Is an AAAWO erep"r.Lupntcht 2007-2013 mete M Flarida.::Macy Slaberna .. :: under Ralda taw,emai addresses are public records.If you do not want your"hall address released In response to a public-records request,do not send electronic mail to the entity.Instead,contact the office by Owo or by badRienel rnei,if you have any Questions,please contact es0Asixig5.'Pursuant to section 455.275(1),Florida statutes,ctfottive ocwber 1,2012,Its licensed under Chapter 455,F.S.must provide ere Department with an emas address if they have one.The onalk provided may be used for offfrhd owrurnrnitatimr with the licensee.tlowaver emai addresses are public rewrd.If you do not wish to supply a per80eal address,please pravlde the Department with an emall address which can be made available to the public.To determine if you are a Ikensee under Chapter 455,F.S.,please tick Jim, product Approval Acceptr. in®PGR® aucurftml OEM •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• ••• • • •• • • • • •• • • • • •• • • • •• •• ••• • ••• • • • ••• • • • • ••• • • http://www.floridabuilding.org/Pr/pr 4p Yifl.Up:22 --.VMVXQwtDqugobl%2flZm6... 6/24/2015 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 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 St' 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-210-3887-1,4A,-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-871B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • 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 • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 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 l 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. iS41111101 f f yff�rt kw • •• • • •y■'e••• • •'i�r • w y+v.• • 38201 t fib'!. •. •;• •• '' 's• •�TA� •oR cv'* 4/18/2015 00 ' so ; '� •'y O FS 9�;�' �.+'� Lucas A. Turner,P.E. 4`46'9,p '"• ' 4"� FL PE#58201 f�rritNA; �► Lucas A. Tumer ••• • ' "' ' 2015-04-18 22:21-04:00 • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GENERAL NOTES: ORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCTSHOWN 140MIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BURMING CODE(PBC),CURRENT W7NDOW EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 46TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINm OCALA.FLORIDA 34474 IN ASTM E 7996 PER THE FBC. W W W.CWS.CC 75114'MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:'OX','XO-. m PVC 74"MAX UNITwIDTH HORL SLIDER 33 GLASS DLO 4.�I�TIVE DESIGN LOADPRESSURES BASED ON,TESTED PRESSURE AND IMPACT A GLASS TABLES ASTM E-13WO4. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES gAl ASTM E-1300-04. f-U ANCHORAGETHE 33 0%$TRESS INCREASE HAS NOT BEEN USED 64 Ile I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHORMAX DETAILS.WINDLOAD DURATION FACTOR Cc61.6 WAS USED FOR WOODO HEIGbIT• •• B I B ANCHOR CALCULATIONS_ y • • ••• • •• I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT • • • t • I I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO SE LEFT w ••• •• I I + I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w g W • •••• • MAX• • I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND °1 5027 • • FLYING DEBRIS. a • .HEIG� •••• X 1 C �./ 1 �g 7.ALL FRAMES AhM VENTS FULLY WELDED,SMALL JOINT SEAM SEALANT �7 • •••• : • •• •••• BASH USED AT FDO MEETING RAIL AND HEADISILL V1 •••• ••• • l' •••• I I HEIGHT o 0 • • I 8 SERIES I MODEL DESIGNATION HS-MM. • �B 73718' • 9_THE DESIGNATION X AND O STAND FOR THE FOLLOWING: i •••i • • DLO ••• 6 X-OPERABLE SASH,O-FOIED SASH ��,a� p'4 EW Ti4 • • • :••• 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR • •••• • •••• I o C#t LOCATION. ••• •• -mm, 71 • • • V •• I 8 11.EXTERNAL WEEP SLOT=V4"x 1"LOCATED 4'FROM BOTH ENDS. * ; • • C I ••• __ __ __ y9QSy BTATE OF :� C..—J 6 A -- Lucas A. �s;Fs_4 a a+926" 33'GL49S DLoJ Tumer yI4b Hson* 36 5✓18"MAX SASH WIDTH 2015-04-11 15:18-04:00 4111=15 LUCAS A.TURNER,P.E FL PE$88201 1239 JABARA AVE NORTH PORT,FL 34288 PH.941-380-1374 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS O WRi BY: GENERAL NOTES SELEVATIONS........-I ADE 1011Dt13 SECTION YIEWS fl 10 DETAlLB.,2 MAX UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING or. ANCHOR SCHEDULE a'r ......:::::::::a 7d"x 63" +/-60 PSF LARGE MISSILE IMPACT ►s-epi B INSTALLATION DETAILS..........................5 SHEET 1:15 1 OF 5 INTERK)R 7 2 v�mnm IL%� 1800 SW 44TH AVE. t 1 8 QCdHA,FLORIDA 34474 W W W.CF 8200 PVC HOFM SODER IMPACT � a via 4 0 3 • •• SECTION B-B S 8 • • 11 N • • •• • •• NOTE.FIXED LITE AT HEAD Z • 0000 • • • 1 � AND SILL IS SIMILAR. 0 > •• m w • 0000 • • • t • ¢ LuQ • 0000 � qq C w U • 0000 • • • • i •••• •0• 0000 •• • m e[ 0 • • ��gtnnrr • •••• HEAD WACT NOOK(TYP.) y+r�i � • • • 5 3% MIDSPAN OF SASH • (ITEMS 38 • .0.: • 000000 7!8`QVERALL �.'�• � 0000•• Ne- - sm01 y • • • • •• 1/8"ANNEALED or TEMPERED f •*S • •0.0 • ••• RIOR Ins AIRSPACE •_ ,f S 0000•• ur • • I &18°LAMI S'P STATE OF IN _ V8"ANNEALED %I�Fm••yd R 19.10 I ONLY PENOAGPA IOR VMIDR .080 DUPONT PV8INTERLAYER Ihln N ;n ►�� TO HIAIRICANE FORCE 1 4 `- LOCATEDATTHTRDPOINTS 1/B-ANNEALED 1 x I (� PuFIFECT GLAZE w 4/11=6 t SIKAFLEX W2 LUCAS A.TURNER,P.E. 41 FL PE#58moT 1239 JABARA AVE. B 5 NORTH PORT FL 34288 PH.941-380-1574 tT DE 1 Pl GLASS SITE SECTION VIEWS AND a GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS 20 ADE 18t10/13 SECTION C-C 1 d , ALTERNATE FIN FRAME GLASS TYPE A CWS-871 B 1:1 12 SHEET 20F5 PARTS LIST / ffm PART# DIMCHIPTION VB=R MATFJ9AL31m• st/e• CORNERCONUMCTION 1 14.1497 Reint.Sash Meet.fall Keymatk Alum 1 1/r- 2 H-1699 ReW.B.B.RJS.S.R. Keymmk AIIxn 6 5 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rall,Fxd- Ksymark Alum 1900OCAS 44TH VE. 4 H4M52 BBBhTop7BDt.Rail Mkw PVC 211118, t11� 99(18. tne• 2118• ItUr WWW.CW&CC 5 H-6048 Main MG . w/Fin.,PVC Mww PVC 6 HH305D Sash Maes.Bell,PVC Neltron PVC �1• �LSMEESS}) =a PVC 7 HSII51 Sash Side Rall,PVC Mikron PVG ��.S��R 8 H-W49 Maln Fr.,SH,%wngg,PVC Mikmn PVC PVC FRAME FLANGE-Bp48 FD(ED RAIL-183s FM SU DER P-328 ISCMM Pull Tab Summit PVC FRAME FRt4W IMPACT 10 P-3033 is=w Spft SS Hw* t 11 P-3113 Screw Supper,PVC Team Plastic Rubber 23%8' 18• 13/18' 11711, a•1 v 12 P3218 Scremt Frame Allmetal FbW- nn e 7 4 13 P-3228 Screwy SpIlm..155 Dia.,Blk. Dapa 15V 1 S6 15V 1 6 14 P4754 Screen Frame Cotner Kay Allmetal Nykm Y Lu .. tna 7118' 1118• FDO DMEETINO RAIL 15 P S�Iw,8Mrb04 Stdrrrae SIlk:one SCREWOED 7 WITH y r.2O P-3352 Scat.BIR,85 DTR. US" x 2-Lp. FMT&L-O ae RAW PVC SASH MTG.UL40M PVC SASH SIDE RAIL-6051 PVC SASH 7OPA3TM RAIL4= PYC FIXED RAIL oOVER-6063 Y:B i P-3425 Wstp.,022 x.197 back Floseal. UI1ralab y • a is I 'o �r Y+'� Squwe 2 7lnc FBsterlaN Steel 5I3 3ra• k', w • P4730 x 1/1P Truss K 2 Fasterml Steel 0 3178• 2 a w P-3732 0sp PIVQ,1P2'Halms•••• M8M Nyla1 1 1 fig+- . • O mommommool3 P-1i254r $prillg Tack,pnp3Ct,P1jC b6&M SASH MTG.RAIL-1497 SASH REINF.-IM • P4 Tandem M&M _ •!3• P-Ml 1 /4 Ph FH !W}0. Fastelwl Stec! L � Itrf 7Y8 'w. 71181 1 113 w < Z • 24 P-400 •lmpact,PVSe•• ldertock • 'i • P4479 eap GYrer vd • •• M&M Nykm 1n6• ��—I ,, W REW • P4838 1#8 x 2 112 Ph Tn�s 8114 AJwr I Steel HEAD IMPACT HOOK-tsps U16' 1/18 @�•G+ •t� EG p .1a4�ii PLAN VIEW-11x96 Y &B.RJ&&R.•1498 � Na 58@01 yL� �y 27 P495� ft"lock 8ullk®n 21nc ROLLER TRACK-1778 . . P4952 Keeps.Roteuy . . 9ullmm am snr =`*I P4859 .420 x.1 BTback FRaSsel, UftaMb C 1!4' {1 ,v * �- so P-41W 4 samd 11wener Fasleft Steel 41 STATE OF l kly: 31 S-Y 112 ReW.S. .FLI Head Keymatk Almon ' g/16 � �4,. 58'(O R%��• 32 S 1498 RHnf S.B.RB.S.R Keymwk Alum L hi 'ONAi• fi 34 8.1776 Rc0er Track Keymwk Alum Ti 1118" PYC GLAZEBEAD-8084 GLAZE BEAD-1112 hMRit 35 &1999 RwwHDDk,Hoad,Mpow Keymwk Alam PLAN VIEW-2000 PANEL IMPACT CATCH-200a TPC 11Je•�I 378• 15na• MIZZ 11P2015 36 5.2000 Perls Catch,Head,Impact Keymwk AWm f 37 S-8005 ArdlUt MIODr1 PVC LUCAS LUCAS A.TURNER,P.E. 38 S-W13 Scm.ACIMA.,trd Nib.PVC Mlkron AVG f�-3• -�� t� t tne• �n® FL PE P 1 PVC ANTI-LIFT 8005 1239 JABARA AVE. 39 S-6=1 m.AdFtpt.,PVC Mkron PVC SCREW SUPPORT-3113 PVC SEENCATCH-6013 NORTH PORT,FL 34288 40 58083 F&ed N�tI Corer M@trml PVC PH.941-W0-1574 41 5.8084 Giazhtg Bead Mk= PVC 5/ts• 1 1/ri 42 GLASS SEE SHEET2 CARDINAL GLASS BOM AND EXTRUSIONS 43 P1uW GIHZ0•H-,SBtWP 552 Henkel/Ska 310cone tne° PVC SCREEN SUPPORT-6014 U FVWN Or ADE 10/10/13 uwwt— LINE I alS NOT USED: GWS-871 g 33 NOTE ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE SHEET 12 30F5 WINDOW I3T8Tf18 MAX O.C.(1YP.) S'MA rC SW 44TH AVE. 00 +I WmP) 19 G MAX.a",) I F'-3'(1YP.) BEE NOTE 2 �MAX 9W.) 9°MAX ac."P.) OCALk FLORIDA BEE NOTE 2 WWW.CWS.Cc 84474 INSTALLATION sm PVC r ANCHOR(rYP.) TION HOFIZ SLIDER e• I I AANCHOR"PP.) IMPACT MAX 0.11 (TYP.) 17'MAX O.C. O I X I Q X • to • .00. z • • ••• r as • •••• I • • I I s � or •••••• ' � QW z w • •••• • • • _ a 6 Q - - - G u a • •••♦ • •• •• •• •••• ••••• •• •••••.•• QQa YOUT-ANCFIdRLAYOUT [FCnE cT10 • • • • • • • t •••t • •• •••• N�I�f.11/q�1 • • . ••••s• p��P>�flREdV i'�yi� S•` i so •••••• _*t Ne 58201 'sy • •• • =�� • •••• • • NOTESrA}� STATE OF J� : •••••• 'L • • ?.�O %A 0 R RO' 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ate,. C?• IONAL �� 2 SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD REARING SHIMS_MAX.ALLOWABLE SHIM STACK TO BE 1/4°. USE SHIMS WHERE SPACE GREATER THAN 1MS•IS PRESENT, LOAD BEARING SHIM,SHALL BE m+n1n+l+� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 9 ANCHOR TYPE SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET S. 4/11/2015 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 FAUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 1I 58201 1239 JABARA AVE S INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED 11N SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 5. PH-941-MO-1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETECMIU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE ANOHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TOOENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:W FOR MASONRY,1•FOR WOOD AND METAL DRAWN OATS ADE lWlDI13 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE e; SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWW"71 REV- B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: Z5 FT- PMA/AAMA 100(FIN WINDOWS},FMA/AAMA 200 FLANGE WINDOWS),FMA/WDMA250(BOX WINDOWS),FMAIAAMAWDMA 300(D(TERIOR DOORS) 1:20 SHEET 4 E 5 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT _ j SEE TABLE 1 SUBSTRATE f�fL�Lf f/lU/eL��I�LI/(`WL��Ij�J BY OTHERS MIN.EDGE DIST. Ile MAX SHIM SEE TABLE 1 MIN.EDGE DST. SUBSTRATE W mDOW SYSTou SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH ANE. SUBSTRATE BY OTHERS 1/4•MAX SHIM SEE TABLE 1 OCALA.FLORIDA 34474 SEE TABLE 1 I W W W.OWS.CC MOV.EMBEDMENT MOV.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 ALLER 9ID3ETAND OUT INSTALLATION ANCHOR am PVC SEE T'�' HORZ.SLIDER SEALANT BEHIND MOJ.EMBEDMENT RANGE BY INSTALLER 1/4'MAX SHIM SEE TABLE 1 IMPACT v, v PERIMETER SEALANT = PERIMETER SEALANT BY INSTALLER BY I STALLER INSIDE AND OUT D INSTALLATION ANCHOR INSIDE AND OUT SEE STALLA I • •• SEALANT BEHWD SEE TABLE T�ANCHOR } FLANGE BY INSTALLER SEALANT BEHIND OB w • e • • ••• • FIN BY INSTALLER • • •• 6 HOFILZONTA SECTI RAGE B HORRONTTALSECTICN t� • *00• • • • TYPICAL FIN ANCHORAGE -V H!! • • • • • HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z W ••eee• • •••• • • • • & 8 a 5 • �' 0 • •••• • •• •• • 1/4•MAX OHM it BEH WE • • • ninaE B1'INS1AllJSt• 5 ••ee •• • PER ETER • maZ • ALLER •e • • M1P1 EMBEDMENT �pf>aty • • SEE TABLE 1 ,��lo�DREfy4i • AND OUT • • • • SUBSTRATE BYb=FAS•• N• 5IL201 •SEE TABLE 1 e • •• MAV.EDGE DST. *_ • •••• • SEE TABLE 1 * i Fj 6: •••••• A VERTICAL SECTION SS BTATI? OF • • S TYPICAL SILL ANCHO TABLE 1:APPROVED INSTALLATION FASTENERS 4/11 5�' FRAAlE ANI;HOR TYPE LUCAS A.TU;ER,P.E. CONCRETE(20 KSI MOV.) 18'TIW TAPCON 1-1f2' 14— FL PE*58201 rrw PERIMETER SEALANT 1238 JABARA AVE 2• BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(268 KSI MOV.) 3H8°ELCA TARRAGON 1• 1. WIDE AND OUT PH.S41-38D-1 574 FLANGE 0110L1T-FILLED CMU(ASTM CAM) 3J16'ELf�ULTRAf701V 1-1/4" �1 r01 HORIZONTAL SECTION 8 BOX FRAME INSTALLATION EET of FLANGE 2X MN.SOUTHERN PNE(Q=0.85) 3/18- TAPCOI4 1-3f8' 718' HEAD AND BILL SIMILAR FORBOXLVSTALLATiON OR ELC.O ULTRACON INSTALLATION DETAILS FLANGE 2X MOV SOUTHERN PNE(G 0 55j 410 WOOD SGREYV t-w 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 1S GAUGE(0.080-)MW.STEEL STUD 410-18 HILn -FLEX OR RW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION ISACCEPTABLE PROVIDED: a (33 KSI YIELD MIN) TEKS SELF-DRILL NG SCREW THRJ 0.060' 7/1Ir ADE 10/10/13 FLANGE 1/8•ALUM.(8083-T5 MAL)OR #10 GRADE S SEJF-TAPPOVD AL 7HFS 4D/ FLMIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED b UVO s; 1/8•SIM(33 KSI MIN.) DRILLING SCREW THRU 0.125• 7118' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. _ PRODUCTANCHORAOE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-071 B FN 2X MN.SOUTHERN PINE(0055) 48 WOOD SCREW 1-1l2 1/2• SHOWN FOR FLANGE WINDOWS. SHEET 1� SOPS Florida Building Code Online Pagel of 2 t rI, =Qty rear a311 -� N� � sir- ,►�Il�9�c- l-4 Wkoo H0T& I Regl�ratl m Hot Teptm y _ Q �(d BUS Home Lop Bl I Hoer I Subndt5urdurQa 5tafs8Facffi i-i�-�k�b�n; � r--E:r y:�, I r;i-, S�e^ice-, BusineSCLQ Product Apprmwl Professitnal � uSeIL'Pabk User Regulation 09 Pm J=Aowmral Menu> >AmAwtlen Us t>Ap leatlon DeW FL# FL16736-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived p Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekossocws.cc Authorized Signature Koss Erin ekoss@tws.cc Technical Representative Erin Koss AddraWPhone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekow@cws.tx Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathmp@cws.cc Category WlndOw3 Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EZ 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 9- Validation Che&Ust-Hardwpy Received Certificate of Independence FL16736 ill C01 EvalReD CWS-8718(HS-8200 74x63 IMP)pdf •• ••• • • • • • •• Referenced Standard and Year•(ofSta4ar;;; : ••; dd'• Year ••• ••i ••i ••64AA"NkCSA1101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 000 •:• *00 ••GASTM41318960G90 2009 • • • • PA/TASa201/292/203 1994 •• %• % • •• • • • • • • • s •• ••• • ••• • • • Equivalence of Product Standards Certified By h4://www.floridabuilding.org/pr/p;_avi•d{CaslppQt?Pkad EVXQwtDqugobl%2fTZm6... 6/24/2015 Florida Building Code Online Page 2 of 2 1 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 Sununary of Products FL* Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 631,XO or OX. Lbnits of Use Installation Instructilons Approved for use In HVHZ:Yes FL16736 R1 II CWS-871B(HS-8200.74x63,IMp).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resiistarrt:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Others Large Missile,74'x 63,DP+/-60 psi.Outer lite in FL16736 RI AE Dupont PUB NOA 13-0129 27.Ddf I.G.must be safety glazed when used above 30 ft.In HVHZ. FL16736 111 AE EvalReo CWS-8718(HS-8200.74x63. Glass complies to ASTM E1300-04. IMP).odf FL16736 R1 AE OuanexfMikronl NDA 12-1017 02.odf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,ill'x 631,XOX, Llmits of Use Instailation Lnistructlons Approved for use In HVHZ:Yes FL16736 R1 II CWS-8698(HS-8200 111x63.IMP).12df Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact ReshUnL-Yes Created by Independent Third Party:Yes Design Pressers.+60/-60 Evaluation Reports Other:Large Missile,111'x 63',DP+/-60 psf.Outer lite FL16736 RI AE DuPont PV5 NOA 13-0129 27.odf in I.G.must be safety glazed when used above 30 ft.in FL16736 113 AE DuPont 5GP NOA 11-D624 02.odf HVHZ.Glass Complies to ASTM E1300-04. FL16736 RI AE EvalReo CWS-86911(HS-8200.111x63. IMPI,odi F 16736 RI AF O ran x(MI n)NOA 12-1017 D .ndf Created by Independent Third Party:Yes bock Contact U%::1940 North Monrea Street.Tallahassee FL 37399 phpmi 850_487-1824 The Sate of Florida Is an AA/EEO amploW.�'eenrieht 2007_2na 3 sac..of Fladda.;;gp :: under Fonda law,anal addressee are public records.U you do not want your a-"I address rpw�l In response to a publIc-recands request,do not send electronic mar to only*filly.Instead,Cmrtact the office by phone or by tratlftbnal mall.V you have arty questions,Dlease canted 850.487.1395.*Pursuant to Secilen 455.275(1),Florida Statutes,effective October 1,2012,licensees Ilaensed under Chapter 455,F.S.must provide the Deparbnalt with an ems address If they have one.The emalls provided may be used for ol comm ml®tlon with the Bohm.However•mal addresses are W bffc record.1f you do net wish to supply a personal address,please provide the Dapart iont with an emall address which can be male evallable to the public.To determine If you are a licensee under Chapter 455,FS.,please dldc hem, Product Approval Accepts: IE®®® WCuri etc`an•s hiffA •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • •• • • •• • • • • • •• • • • •• •• ••• • ••• • • • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr_�_O atpx9'arm,=--WEVXQwtDqu8obl%2fIZm6... 6/24/2015 URNER 1239 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 44"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) Ibis report,prepared by Lucas A.Turner,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 AAIMIA/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. 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-Dade N.O.A. 13- 0129.27t,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A. 11-0624.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 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. ••• ••: Soo 00: 00 ♦s �. 4A4' Li a�S ,%r 'Sr No 58201 •% ;% • ••• +~0 :* 4/18/2015 .. �..a' •; Z. •*A1 of� : Lucas A.Turner,P.E. "' •♦,C��e,,c P;;�� FL PE#58201 *#41 � ;:+' Lucas A. Turner . . ... 2015-04-18 • • ' ' 22:21-04:00 . .. .. . . . .. .. ... . . . ... . . r 4ENERAL NOTES: <:h:0RIZ0N�TALLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WM0WMTEM0fi EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHP AND ISM SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED COALA.FLORIDA 34474 IN ASTM E 1998 PER THE FBC. WWW,CWS.CC 2.GLAZING OPTIONS:(BE SHEET 2) 3.CONFIGURATION:"O)",'XO". 8200 PVC 112 1WMAx oveRAu FLANGE SLIDERweE wmTH a.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111•MAX UNrrwmrH GLASS TABLES ASTM E-13DD-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER m v INFILTRATION TEST PRESSURE AND GLASS TABLES 4915118' 248/8' ASTM E-130004. GLASS DLO GLASS DLO C A 8.ANCHORAGE THE 33113%STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR w DETAILS. WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD u! c -- ANCHOR CALCULATIONS. i ••84114 i•i • • •• i I I S.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT 8 N !REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT Fye, • • • UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT $ w W • GE r.• • • ••• �! + g MUST BEDS GED PRIOR TO EXPOSURE TO HURRICANE WINDS AND n • • • n • 83• • •••••• 59 7.ALL FRAMES AND VENTS FULLY WELDED,SMALL JOINT SEAM SEALANT t� • ••• • •• •• •• ! GLASS � O I X 89 U4" USED AT FDMD MEETING RAO-AND HEAD/SIU- w ... ..• ...••. D D Gear o • • B OLO S.SERIES 1 MODEL DESIGNATION HS-8200. m ¢z ••• • 89 0►r •"•••• 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Ti1�1st► ••• AMAX•• •••• C X-OPERABLE SASHASH ,O-FIXED SASH ,�0 h4j • REIV NGIGGHr• ••••• ! 8 Op� O""' TGy�i • ••• ! p 10.SECTION LLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR Gprr.��C • • -- - C - 11.EXTERNAL WEEP SLOT=1/4"x 11 LOCATED 4"FROM BOTH ENDS. p p.S • •••• • • • A C A ?1 S STATE OF !�� •.•••. MAX�SASH 1WIDTH 8 Z�d��tie OR1 ' Lucas A. �' sS ' °.• Tumor 2015-04-11 z;z_ 15:17-04:00 4/11/2D15 LUCAS A.TURNER,P.E. FL PE A 881 1239 JABARA AVE NORTH PORT,FL 34288 PH.941-38D-1574 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS..........1 : bm: GLAZING DETAILS..................................2 TEF 10/11/13 SECTION VIEWS CURING DET ..3 EXTRUSIONSS&B.O.M.......................... . UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING !v: .......4 ANCHOR SCHEDULE&NOTES........_.....5 111"x 63" +/-60 PSF LARGE MISSILE IMPACT c` S-M a INSTALLATION DETAILS................. ........8 SHEET 1:20 1 OF e ISM SIN 44TH AVE. OCALA.FLORIDA 34474 8200 PVC 71r OVERALLHORZ SLIDER 3MW ANNEALED ORTEIMPERED 7/i,OVERALL IMPACT 114°AIR SPACE V6'ANNEALED OR TEAAPERED m a 7/16'ANNEALED 3W AIR SPACE 3/16' NEALED 5118'LAMI o C -ON SENTRY GLASS KMtOPLAST P4T6B.AYER 116`ANNEALED pp> 3118•ANNEALED .090 DUPONT PVB INTERLAYER <m z • •• 1A1°ANNEALED O • • • PURFECT GLAZE'H' � • • ••• • • .• SIKAFLEX 352 s CO) . .... W a •••••• • •••• • • •••i• Ir •• �Q� �QBITE II , PURECT GLAZE"W • SIKFLEXSW FT• ••• .w •a.mc, eo Ire GLASS BITEoa • •••• •• 2o • .••• ••. • %.• a Ja.... .. ... #, • •••• =i�Ne 58307• _�� • •••••• • • O GJ13S TYPE 8 '9 O ti BTATE OF jr.4v SASH• S Z (ED one I;p_l:9- 411112016 LUCAS A.TURNER,P.E. FL PE$5=1 1 239 JABARA AVE. NORTH PORT,FL 34288 PH.841-380-1574 GLAZING DETAILS ORMN ar: TEF 10111/13 GWS-889 B SHEET 1;1 2 OF 8 INTERK)R WIN 1 19 or 491 1 1 1900 SW 44TH AYE. OCALA.FLORIDA 34474 W W W.OWS.CC nit 8200 PVC HORZ.SLIDER IMPACT m a 3 2 5 8 1 1 8 1 SECTION VIEW D-D O JAMB ROTARY LOCKS JAMB ROTARY LOCKS: • •• SECTION VIEW 13-B MAY BE SUBSTITUTED FOR JAMB Q • 1 • IMPACT LOCKS ON FLANGE UNITS. • •••• • •• REOUIRED ON FAV UNITS. v • •• • RS W 7 • 0000 • • S • 3137 ••• 12 a 0000 ••• • ••• ••i1 •• z •• ad HEAD IMPACT NOOK • 0000 I rrwOPSASHES p• P .�••. ,r' • l ••E,••• (r EMS44A491 A0VA G .•��GENg�aG • 0000 • 0000•• �3y t 0000•• — S'•'• l58 • 0000 • ••• IDR - -- 3.a: * :IQc� •.•••• ' 9��'6TAT8 OF f�WWC i JAMB IMPACT HOOKS(REM 4� ,,y'S�io n1�a•N�,` LO ROTARY LOCKS(ITEM 23) 1 LOCATED A7 7HIR0 POINTS. i V 4/11/2016 NOTES: -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. i MUST BE USED IN BOTH JAMS OF FLANGE UNITS. FL PE*59201 9 T ONLY ROTARYBS OF LOCKS MUST BE USED IN BOTH �1�JABARA� 34288 PH.941 -1574 1 � SH:ET 1 L SECTK)N VIEWS VMWN BY: DATE SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10111/13 JAMB IMPACT HOOK/ROTARY LOCK LOCATIONSs. - SECTION VIEW C-C 12D OWS-869 B ALTERNATE FAV FRAME sem` SHEET 12 30F8 PARTS LIST 3118' CORNER CONSTRUCTION Q., 17�R PART9 MainDESFrame,S VBttmn pAAT134AL 31AY T�j17 1 143048 Main Frame,SHRI.S,Flertpe,PVC Mlkron PVC 31W '�`)`��(,,*//((�,=t��(��-QQ'' 2 14-IM Fktad Fail,Haag*Duty,Aluminum Keymerk Akan 1 2 1900 SW 44TH AVE. 3 5-8077 C&mr,HD Fixed RaB,PVC Mlkw PVC OCAIJI 44TH A E. 34474 5 P-46M #9 x 21Pd'Ph Mad Troo Type A TE AJmt Steel 21 Ltne• 1118' 3 arta' 1116•t tn6' W".CWS.CC 8 P-3342 Seam Sealer,SM WM Schnee Silicone 7 &1778 Roller Track K Alum (�ALLSISIDES) Im PVC 8 5-6013 Screen Ad�ter,Jamb,PVC Mlkron PVC r 118• 1:8 HORZ SLIDER 9 5-6014 Screen Adapter,Head&SRI,PVC Miklos PVC PVC FRAME FLANt9 was HD MTC RAIL-1681 IMPACT 10 P-4479 Weep Cofer 119 Flop M&M Nylon PVC FRAME RN-8048 11 S-WS4 Waring Bead Mwon PVC -F 1+1311 6 12 H-6060 Sash Mmftg Rall,PVC Mkon PVC h--23'18' 1 6" r_ b v' .t 23n8• 13 H-MI Sash Pup Rail,PVC Mww PVC 1 � 3 e 14 H4M2 Sash Tep/Bot.Rd,PVC Mikron PVC t gra t yIre• 6/f Y 15 H-1497 ReIM.Sash Most Rall Keymatk Alum fns' I vts tn8' tns 2 g m IS 14-1498 Remmimcamemt,Sash,SM9 Reil Keyrlemk Alum !!" 17 H-1699 RBlnfur•owit,Sash Pup RaN KeymarltZ Alum pyC SASFd MT4 5p RAIL-� PVG SA8H SIDE RAIL-MI PVC SASH TpP/BTM RAIL-611132 PYC HD MT0 RAILCOVER-8077 • 18 X3428 0 x.187 L18ck FI8$pal, utratab FOXED MEETING RAI O •1 .9783 Lock PVC • • • Y 3118' SCREWED TOGETHER WITH • � � OUrERFRAME 20 P-4051 b8 R•N4t oh Flat Tek,Whit. Fasted 31x91 1:9 • O 21 1140M Keeper,Impact,PVC; • • 9teflocICsw a P nW 08 x W Scµiere PH Td,"• FaMenal Steal t y4. • •28 4P 4858 idBk •• •• kteAOCPc I 15n8• 1, t 1w vc • •24 rP-mm avi 1Jr F ••• Interlock7!8' tglt6• -0852 K Lack lterlock Ins° SASH MTC RAIL 107 m Q O z • 26 PA779 Rblier,faneem • • M&M Wylat PLAN VIEW-19s� BASH REINF.-1888 x+gftnnlry! HEAD IMPACTHOOK-11109 DRE •rig • •3T •°3541 tY8 x 112'Quad PH TE 2 lox Fastarnl Steel W • 28 LASS SEE HEET2 •• • CARDpW1L GLAS$ o97t8' 3t16^�®7719' 11/4• • •� • PwW Ode W or 69g0k4�2 Hankel/Ska SBtcona O Ne 88201 y �y 030 P3i128 4 Our.,1119 x 7J�8t 2'La. Frank Lone Rubber � 8• 1116 1116' '11r • 3218 Screen Fre • • AOmetal RtiftFOmf firB"�+ S.B.RIS.S.R.-1498 :-at .Q 32 P-4754 SnBtthOk4lerKey Alimstal 8 ROLLER TRACK-1776 :p STATE OF �4rr Pylon fns 'l6';Pg A.to R tfl'•'•`rwr� 33 P4755 Stxean Comer Key wiSatery Tab Allmetal Nylon I/4• �' ��•�• t?`• PLAN VIEW-2000 PANEL IMPACT CATCH-2000 34 P3tt28 Stxeen Pug tab Summit 718' t t 718' I y/r�+�,hiniui�a�, 35 P3228 Screen Spline Fla.Spring $B p yig^ en1B z� 38 P3228 Scream Spline Daps p PVC GLAZEBEAD-8084 i ��tn9° 4M 1!2015 37 P-0772 Screen Clash,FftVws GLAZE BEAD-1112 40 P-3113 Sam Support,PVC Team Plastics Rubber L 1� � 1!Y �Iwl LUCAS A.PEE a RNEP,P.E. 41 P-3762 Cup Plug,112'Hole M&M Nylon 42 81577 Impact Ftofc,Frerrre,,lamb K 12M JAFIARA AVEAlum NORTH PORT,FL34288 43 S 1112 Rehltmcemarrt,Fuad,Jemb Keymsrk Alum 718PH.841-X01574 44 8-20W Impact Channel,Sash Keymadt Alum �-- 1nG PVC SCREEN CATCH-6013 1116• PLAN VIEW-1877 PVC ANT4IJFT-6006 45 P3748 #0 X548 Ph FTi TEK,etc,Palmed AJax Steed ALUM SASH 8b1PACT HOOK-1677 BOM AND EXTftU3�NS �6• 11B' 46 5-1999 impact Hook,Frame,Head Kay-ft Aim 47 H-B048 Main Fromrs,SHIH3,Fon,PVC Mikmn PVC anis�I--g—�I 1P1 9 E: oAt 48 S-M Roller Track,PVC,(Anti-lift) Mown PVC f I 1ne• TEF 10111/13 49 P-5250 Lock,impact PVC,volloper Imerl=k SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014r - 50 P4730 198 x t!2'Ph Mad Truss TEK Fastarcal Steel UNE fTEMB NOT USED: CWS-889 B 4,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 608376 UNLESS OTHERyy ISE NOTED. SHEET 1:2 4O�'e awmcmcwm"rrm ')-+y�-�+ IBM SW 44TH AVE, 8"MAX(TVP.} 3"(TYP) I }�16 1/a4. SEE NOTE 2 MAX Rte) 6"MAX 0.C.(TVP.) DO!"FLORIDA 34474 6"MAX.ITVP.y I [MAX a.1 4^MAX(TYP.) rT WWW.CWSCC INSTALLATION 8200 PVC ANCHOR(1YP.) HORZ SLIDER MAX O.C. IMPACT 1r (TYP') Max O.C. X 0 X ( X CD X �o W • �, Lu o. •••••• ANCHOR LAYOUT-(FIN) W • •••• • • • ANCHOR LAYOUT-iFIANGEt a O W •••• ••• • •••••• • • m 4 •••• •• • •••• • •••• • •••••• jr NO 58209 S : s • s l�9Q BTATP- OP AW• • • s • t 1.INSTALL ONE XNCHOIAT EACH INSTALLATION LOCATION SILL ANCHOR SPACING SAME AS HEAD. r�i��F$�O0 E 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 1H6-IS PRESENT. LOAD SEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE MOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEETS. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING DIIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 3 582201 1239 JABAAA AVE &INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SLARSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34218 SPECIFIED IN TABLE 1,SHEET S. PH.941-380-1574 ANCHOR e.INSTALLATIONS TO OLID COTO NCRETE OTE AR OUT FILLEDCMUALL BE BEYOND AY BJCLUDE BUTSWMG OR�WONOT REQUIRE 1E X WOOD BUCKS BEEN THE PROMENT DUCT ABE ND SUBSTRA E.OND BUCKS,IF USED,INTO SUBSTRATE ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING MALL BE MAINTAINED BETWEEN ALL FASTENERS:7 FOR MASONRY,1•FOR WOOD AND METAL a S.WOOD OR MASONRY OPENM%BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. TEF 10/11/13 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOU)REMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. �� B *SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOL OWWO THE CURR24T VERSION OF THE REFERENCE DOCU : SHEEP FMA/AAMA 100(FIN WINDOWS).FMA/AAMA200(FLANGE WINDOWS).FMAIWDMA=(BOX WINDOWS),FMA/AAMA/WDMA 300(E)CTERIOR MENTS DOORS) 126 5 OF e TYPICAL HEAD ANCHORAGE EMBEDMENT SEETABLE SUBSTRATE BYOTHEAS IN.EDGE DIST. VC MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE W SY9T E TABLE 1 SEE TABLE 1 FSY OTHERS 1800 SW 44TH AVE. SEE TABLE BV OTHERS SEETABLE1 OCALA.FLORIDA WWW.CWS.CC 34474 1/4'MAX.SHIM17 (FWM DMENTMIN.EDGE DBT. PERIMETER SEALANT E 1 SEE TABLE i %/ OpMy�n�BY INSTALLER INSTALLATION ANCHOR 8200 PVC INSIDE AVD OUT SEE TABLE 1 HORZ SLIDER SEALANTBEHIND EMBEDMENTFLANGE BY INSTALLER SHOD SEE TAKE i IMPACT PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER BY INSTALLER INSIDE AND OUT D INSIDE AND OUT INSTALLATION ANCHOR Y Wq SEE TABLE ON ANCHOR 7:SEALANT BEHIND SEE TABLE 1 Q m E BY• BVSTALLER N •• ,.�� BYFIN OV$TALLER • • • B HORIZONTALBECTXIN ( C HORIZONTAL SECTION • • ••• • • •• 6 TYPICALJAMB ANCHOR/U3E B� f TYPICAL FIN ANCHORAGE • •••• • • HEAD AND SILL SIMILAR FOR FON INSTALLATION • • z • a • • • • 0 00 • •• •• 1/4'MAX SHIM! • 09FLLAONJ�WBEHM •••i -yl ••• • •• •MAETERsEiNr • • • mai • • • MIN.EMBEDMENTt�auq • • WR OLLT T. •• • • SEE TAKE 1 �a•�DRE'gr h • a hi ��•a`�}pie��R$•,� • •albST9ATE BYO •• • ? Ne 58361 �: •SEE TABLE 1 •0 0 • MIN.EDGE DBT. k *' • • ETABLEI 'Oi • 0000 A VERTI•AL SECTION •••••• 6 TYPICAL SILL ANCHORAGE STATE OF �,yQ� • • 'Si�Fs° -to %0.;., hh+YONAU TABLE 1:APPROVED INSTALLATION FASTENERS 4/1112016 FRAN19 LUCAS A.TURNER,P.E. GE CONCF E M(20 KSI MIN.) 3/18'I W TAPCON 1-1/2' /- FL PE 858201 2' BY INSTALLERS i( 1238 JABAFIA AVE, FLANGE CONCRETE M05 KSI MOV.) 3/18'ELCO ULIRAODN 1• 1' INSIDE AND OUT NORTH PORT,FL 34286 FLANGE GROUT-FILLED CMU(ASTM 680) 3/18'ELCO ULTRi4CON 1-il4' 2.1/2' D HORITALSECTION PH.941-300-1574 3fl8 BDX FRAME INSTALLATION ME T FLANGE 2X MDL SOUTHERN PINE(G.&IMi OR N 1-w 7Ar HEAD AND SILL SIMILAR POR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRA,CON FLANGE 2XMIN.SOUTHERN PINE(a-00.5M 810 WOOD SCREW 1-3/B' 7/0' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE FLANGE 16 GAUGE(0.08tn MIN.STEEL 97UD @10-18 HLTI KWDCf DCCT TW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED; (33 KSI YIELD MIN) TEKS SELF-DROING SCREW Tww MOBN' 711W TEF la/1i/13 FLAME HAT ALUM.(8063-TB Mk)OR #10 GRADE 0 SELF-TAP R-0/ FULL THREAD MIN.1/lr RLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPUED ,y; 1Ar STEEL(33 KSI MIN.) DRILLING SCREW7/16' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. THRU 0125° PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS_m B FN 2X MOV.SOUTHERN PINE P4.55) 88 WAD SCREW 1-i/L' tJ2' SHOWN FOR FLANGE WINDOWS. SHEET 1� soFs MIAMI•DADE i41IAUNII--RADE COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT Or REGULATORY AND ECONOMIq RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2594 NOTICE OF ACCEPTANCE (NOA) www.ndam1dade.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: Series`PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR,titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each runt shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless.otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire.14%.s4all be pr2vided to the user by the manufacturer or its distributors and shall be available for iapectio4 atftI)l;ste at the request of the Building Official. This NOA revises NOA No. 13-0815.0'Sand lobAstl or 014page. I and evidence pages E-1 and E-2, as ... .. . . . .. well as approval document mentioned a .ove. The submitted documentation was reviewed by Jaime D. Gascon,P.E. . 000 0 000 ir 0:6. . .. 0 0: . . .. .. NOA No.lit--110"1 MIAMI•D DE Nrmr ,r tis Ulm, Expiration Date: May 26,2016 -•••� ••• Approval Date: February 12,2015 Pagel . . . . . . . . . . . •• •• . . . •• •• ... . . . ... 0 . 1 • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sttbrnitted under previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR,titled "Impact–Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed,sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC,TAS 203---94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked–up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NDA No. 10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami–Dade Department of Regulatory,and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5th Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 201.0,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Procjtict.Qpnjrol to.PgT Incl istries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P.E,*�Prodttct'Cbr"SeCti4n Supervisor. • ••• .•• ••+ ••• �aitne D.Gasc61, E. • • • • • Product Control Section Supervisor •• •• 00 • • NOA No.14-1105.01 . •. . . .. .. .. ••• ••• • • • Expiration Date: May 26,2016 Approval Date: )a ebruary 12,2015 Or • E�1... + • • • • • • • • • • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FT"443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NDA No.11-0922 01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05126/16. .. ... . . . . . .. Jaime D.Gascon,P.E. Product Control Section Supervisor .. . . .. . . . . NOA No. 14-1105.01 ' Expiration Date: May 26,2016 Approval Date: February 12,2015 . . . . ... . . . . . . . . . . . . . . .. .. . . . •. •• 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 a , 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 TX OR 2X WOOD BUCKS IF USED, GENERAL NOTES.__.___._._.__I MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUC IONS_._.__._.._..___.1 ELEVATIONS_._.__.___._._.__12 d FIGURE 1: MULL To 2X WOE_.........._._...._2 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULTIPLE WIDTH FOR VERTICAL MULL ARCHES TOOF MULLTOIX TI8MASONRY NOTES..._._...2 MULLIONS FCPRMG � ---� � INSCRIBED Dl61DE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLOS,BUT SHALL INSTALLATION NOTES_._.__._.2 � SEE DETH RECTANODUIR NOT HAVE A GAP OF MORE THAN 1!4'FROM THE CUP. MULL TO MASONRY_........._...3 A-D,G,H; SHEET823 SHAPE MULL T08TEEL 8TUD__._.__._.3 •g m 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WWDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL----------3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS••--•-_--•_-•-3 l!! 8 W THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. SAY MULL INS CLO ____._..4 Z F BAY MULL INBTALLATIDN.___...__4 0 LLl ✓%�/ �/\�\` 1X2X.128 MULL SPEC3...._.. 8 N 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND I3 BEYOND THE SCOPE OF THESE LU _ INSTRUCTIONS. X 2JS X.376 MULL.SPECS____7 _ C SEE D ATHRLIO- 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.888 MULL SPECS........9 00 �d O SHEETS 23 - _ 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 x 4x.128 MULL sPEcs____10 _ A T� ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 x 4 X.378'r M MULL SPECS._11 Q 1 / / SHEETS a 1X4 X.378 X.MULL LL SPE.._...11 \ I • •• III I PRESSURE OF MULTIPLE MULLIONS OR FEtdESTRATION PRODUCTS SHALL APPLY. $ II• • • III I /.28X3.188 X.288 MULL 8PEC3._12 0 ••• • 1.6 X 3.28 x.100 MULL 8PECS__13 e•••gal • •• HEIGHT 9 WHFJ4 FWDWO YOUR SIZE M THE MULLION TABLES,ALWAYS ROUND UP TO 7HE NEXT SIZE SHOWN ON THE TABLE{S). 1.28 X 328 X.824 WALLSPECS__14 g � • LENISTH •••••• • JWN AL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST X 4 X 281NLLL SPECS__._._._18 Z ••••• • SEE DETAIL I. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT lO - V • f� SHEETS 128 X 2.11 X.128 MULL SPECS-18 W Q O • • •• • AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 326 DAY MULL SPECS___..18 H F • REACTIONS. 48•X 3.28 BAY MULL SPECS_.__.20 000004 •• e• •s MULLtONBtxIP DIMENSIONS...._21.23 (- Z � o 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACONIAGGRE-GATOR NOA5;ANSLAF&PA NOS FOR WOOD CONSTRUCTION; EXAMPLES •••• •• s• 00000 PRODUCTS MAY ADM-ALUMINUM DESIGN MANUALLOADING • • BE OF ANY TYPE. W (/1 N s e • MANN! •••• •• • • 000 SE IM9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING • MANUFAMFIED CODE,AND ARE APPROVED FOR IMPACT AND NON- PACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U Q ir ••••• • •• >/ j i I• •• PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d Z 0 • • • •sees• fSEE DETA7.S 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 0: •• ••iI MtOpjIRAI S1�2-3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING e U310�D1 s G100 0RI2eNTAL WIDTWHEIG14T OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA 000000 •••••• LENGTH INSTRUCTIONS: • • 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULARITRAPEZOIDAL'. PRODIICPRBV(SED to"mpift whh 1te FWd4 LeCo roPEl3NG WDTH� I H ¢•SRMULLLENM—'1 4)FWD THE CHOSEN MULLION'S MULLION CAPACITY 03S/FPI FROM TABLES 1A THROUGH laA,ON SHEETS 8 THROUGH 20 RESPECTIVELY,USING UuOdIMSCO& MULLTHE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AwrpErmLsNp OS.• MILLION CAPACITY(.BSTM OBTAINED SHAD-MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING OBTAINED IN d OPE d STEP 4HEIGHT FOR 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE W THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(L11B.THIS VALUE y-- rotes HEIGHT LENGTH �/ d REARM, d d d Muu REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1I d I LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\\\#p ....NN IL L ANCHOWSUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQIARED ANCHOR �� P?•' WCENS�•.�1�.'�� CAPACITY IS MET. ' wa NO. EED 3WCP1 E MULLION FOR VFA�TICAL u 7)IF THE MULLION CAPACITY MOM OBTAINED W THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(IBSiFfq FOR THE _ ��' .� OPENM WIDTH OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-0 _ PORVERT CAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - /e24 S SEE CORRESPONDING DETAILS MULTIPLE MULLIONS y+fto L,1 FROM FIGURE 1 ABOVE, 8)VERIFY THE DESIGN PRESSURE RATING(LBS(FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION O��•'•.,FXOR oA ,:'Np CAPACITY(LBS/M OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i COS 'I•..•I \ 9))HIGHLIGHT PT10N USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. L 4U M�ENG.E. A LYN{�I A�(tLl1E�i,P.E. FL P.E.#68706 DETAIL A: DETAIL S: MULUON u o MULLION TO 2X WOOD SUCK '""uUON MULLION ATTACHED TO 1X ButacsrRlP TYP.ANCHOR Y OR WOOD FRAMING WOOD BUCK AND MASONRY AM ATTAamlErlr $E SUBST LES 181sB d (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BroTHfRs a 1 1 G 4 6 I 1I1 I1I . LLION I IIIIII SHEET 1. a • SEE SEE TABlE9 N Q• QZO N Z HEETS EDGE OACMU E CONCRETE JETH " OCATIONS EDOEDISTAAKE 18-t8BORMLL EDGE4 FORMASONRYE MSTANCE � W D ja215�2ENORHCLE ANCHORSSTALREY9 NUe 2Y MAXFOR • ALL AUAUON9 p m fFLLW=N0fAn-1 • ' e a " e EITHER THE ••• •• •• • 4° a e a 4••• •• 4a "•• oa STANOARYmuLLI DBOpEPo Z ••••• • • a A.• : OC •••••• 4 EXTERIOR •••••• EWE 4 4 e Z Um? Q 'dy7YZaJ! DISTANCE 4 e F" •• • •••••• ° a MASONDRY • • • • •L✓�1 o 4 m WQ O •••••• • ••••• E , OFFSET CLIP 19 ANCHORS 17 Q a0yo • • RECMWMER 4 FD •••••• ••• •••@EKSEFU R NNOWSEMAY ASBE UE••••• ••• ••• � • OTHAMTS. O• • • 0 996066 iYP.ANCHOR .ANCHOR ••••• ••••• PZ 114-1 • ESUBSE -SUBSTRATE.• • . TABLES I&168 PERSUBSTRATE, SEE TABLES IS•18S •••••.• • • SEE TABLES 113468 ECOEFEND E. - kmw 8£E TA8LE8 KMIP 1&188 BMBEOMSENT BIJCI�TR� ' '� •• H8, E I, lI. r B OTHERS. •• ti . SEE NWE 1, SHEET 1. ' • ' MBH 2.7 KSI CONCRETE OR CMU RODUCPRVnM SIDE VIEW FRONT VIEW dhvompbft vv6hdw plod& FRONT VIEW INSTALLATION NOTES: MInmI O Product Contra 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION LYNy 'rrri ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE `P�4�'!'•�ICENS' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE F '•., FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET - 6 TY, 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNUSE ONLY MIAMI RADE COUNTY APPROVED �s'• <ORIDP,.•' �` ELOO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. .,S/p�'y/p1 �yG�� A L .#6870�.E. FL P. R 58705 DETAIL E: MULLION TO MULLION ® � DETAIL C: '1�"dP1' INTERSECTIONON TES: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE Mw (U CLIP) IN MAY BE INSTALLED IN-TEE'OR diOSB' o (STANDARD CLIP SHOWN) �� INTERSECTIONS. � a gF5 V Y i5 2)MAY BE INSTALLED HORIZONTALLY ' (SHOWN)OR VERTICALLY. -PER SUBSSTRATE, 1 1 TYP.AN TR 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 m EITHERTIiE I - STANDAROOR SEE TABLES IS•138M 6FFSE7 ANLL i j TOPVIEW FOR CORRESPONDING MULLION. (0 N R.ISTALLED BY d 1 1 p Fm SONNCE V 7HISMETRCb. 1 1 j RpT OM NRY VARIES J SELF•oRRISlG O1PRE•DRS.L �2 � In < �MUWONAFJD USE BMS LU m ca If " MULLION Z J EXTEPJOR • ao 4 a L • �dBE DIaTANC�. o ° m=.-FRAtMD 44•• OR RU Z Ya a • " d ES. EXTERIOR Z ply ••• 4 Q •••••• • • SEETABLES s j•• TYP.ANCHOR SEE SHEETS 21-23 FOR • PER8UBSIRATE, HOLE LOCATIONS J4 •••• • • • BUMP SEE TABLES 18.130 FRONT VIEW EDGE • • DISTANCE fill•• AITACHMENY • • •• BY OTHERS, SEE TABLES F N NOTE I, 1B-138 Q y = Q O • • •�° ♦••• SEE r • G CL r^ • Y"'. •• °. ' EDGE �•8DIS �.^''S' ••'•v�• • a '2_ T SEErABTABLESSIDE VIEW D '� • BEE •••••• MIN 2]i(81 COIOCRETE OR Ad••••• MIN 27K31 CCINCIS,TE OR CMU 1&138 •• • •••FRONT EEW•• SIDE VIEW DETAIL D: • • • MULLION ATTACHED TO 0:000* • • • STEEL STUD •••e•• • • (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYRANCHOR o. PER SUBSTRATE, `�9EE TABLES i&13e ODUCi'RBV1986 MULLION QUANTITY OF ANCHORS AND MUON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a. SEE SHEETS ® P1Yb+3,ypit IAspIalEe ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE w wt1o6. FOLLOWING SHEETS.FOR DETAILS MD,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS p� 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. \` MULLION ® ade P/od8c1 Coo+m 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. w 1111 8)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DANCE \��`�DtJY LY(y/v ELCOULTRACONORELCO1/4•S.S.AGGREGATOR MASONRY ANCHORS. FORS'TM ETES ..... ...... VEW DOOwTH�BNLDG 9jllC� CODB•A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHER& No.58705 )} D ANCHOR SPEW WOOCK EXTERIOR SIDE VIEW NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '0,n•'•. FTO I S:��(/` ANCHOR VALUES MAY BE USED. <ORIDA„••'•��`� 2)SEE CORRESPONDING MULLION TABLES, ' YAL eN`P`,l SHEETS&20,FOR QUANTITY OF SCREWS. A LYNN AAILC@�t,P.E. FL P.E.ffi b870b DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ' $ SEE DETAOSA.A !-! SHOUTS 2 AND3 FOR INSTALLATION 30*OR W TOSPECMSUBSTRATES. BAY MIAL MULLION y� m O O Z N O O O O O O O 0 O JW O O TOP VIEW 2 y SIDE VIEW I m V SHOWNWITHI'x4•x.12e TOP VIEW iS MI1LL10N 1 I i z J •• I I 7 I TYP.ANCHOR Pd' O • •EXTERIf0 • • • •• I i I i SEEEET SISSUBSTRASOR18B Z •60 4 • ••••• STA&ARD MATON CLIP I i TRTYP.ANWRAATS I 1 I I EXTERIOR ••• •• • MCDIFTED�TO I SELD 7 SEE TABLES IFI-148G, I i ,J-7 Z �- P •• �•�i••i I I i 2PERWANGLE CLIP. N F" 0 2 PER MULUCN END,MUST BE I ••• •• •• •` • LLION j I � I INSTALLED 0.19tDE OF BAY MULL I L 1 060000 • I O Y •• •• •••• II I 2•xSX.12V F N N (A • . . II 1 I ANGLE CUP, z• • I I 2PEMUWOMEND••• V •� y Q ••••• I I I MUST BE=TAILED 0. • • ••• I i INSIDE OF MULL. • ••• •• • • • �PHFfOR • ER93IRATE, 9000•• • • SEET! 1B•148 ••• • • • PIfOWDOD' STEEL.ALUM KTOWOOD.STEEL. STANDARDCLIPTO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODW ED INFIELD. I ExTERIOR i®" ®•� PRODUCrIMM^ ORDOEOptLTCNOR -�� "+n•� roeoelplyhl)lwphlheitf" pER BAMPu6da d mn ft J•Q1 BITO WOOD,STEEL. O ALWA CMU OR MASONRY EDGE OISTANCE 19101 8 USl 91t0 PER EOSE --� ANGORLTIVIV 111111177/�� PER AANGMR 4—A F NOTES FOR INSTALLATION OPTION O&H: ��` ON•••'••••• -KENS ' NOTES FOR INSTALLATION OPTIONS R 1)USE 2 ANGLE CLFS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ' LOCATIONS. 2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. �: %Ak. 3)DETAIL H:SEE TABLES 168 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE O •. 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. �C��'•• ORI9A.•'G��: S� NAL A.Li'N KWLER,P.E. FL P.E.&68705 TABLE 1AFklA• MWOon Comity Table f1bafel '+W Opening Wldih(forver8 1111100119)-Opening Height(for Mrizorte Vspeminq-Hors) sour Sol 701 In gob took t2oto tam too in n 1 Trop/rden8• Reotangder 77egA8mg. r Trep/alang. d T0• � TiepRAertq. Rmma9dM T1ep1T9mg. fteden9der T�ep✓fam81. Rodallgoter TrepIRlWfg. Heotwl9dm Trep7fawg. d Ix2x.128 LDmins Lmd1na Loadt Looft LOU" Losdna Loadlla toamn9 Luna leading Looft Lowing Lori Leadn9 toaaas Lwjft Loaft Leaft to Alum.Tubs y _ $$_ _ _ _ _ _ _ _ all muluen �g '$$ rg� •pg B�$ pg gg gg yp •g� � 421 1119 408 129.6 372 93.2 408 1168 325 79.9 408 107.8 321 BA9 408 100.4 319 62.1 408 10x.0 319 66.8 409 100.0 319 46.8 408 t018 318 39.9 406 100.0 319 36.0 408 104.0 3110 481 74.8 3t2 83.8 288 624 312 73A 262 63.6 312 67.0 248 48,8 312 632 246 418 3t2 61.3 244 37.5 312 61.0 244 312 312 SILO 2M 288 312 619 244 214 312 618 244 N 508281n 831.9 281 708 234 63.2 281 619 229 46.8 281 66.7 224 39.9 261 62.1 222 35.8 281 00.1 220 31.9 281 49.3 1 219 20.6 281 422 210 229 281 49.3 219 120.0 261 49.3 1 219 W o 64 In 628 247 879 207 43.9 247 498 202 379 247 44.8 199 Me 247 413 188 292 247 39.4 184 263 247 38.4 193 219 247 341 163 18.8 247 38.1 183 10.4 247 31Li 193 coto M y 60b 35A 200 412 170 320 200 35.4 166 27.4 200 31.5 t63 24.0 200 289 160 21.7 200 27.1 159 192 200 289 157 18.0 200 26.0 168 63m 39.1 f8 •Ills 278 101 30.3 152 2&7 101 26.8 149 247 181 248 148 144 181 US t44 16.6 181 21.7 143 g gM22.2 18� M42 24.0 465 139 209 tee 23.1 138 1a0 tes a19 134 ? • • 139 231.3 1 1a6 199 16 16.8 139 17.6 118 ? d • tas h� 15.7 126 tae fol y 118 162 1 104 0 . Q T E 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: � � p 1 0 •• •• Anohor C000 Tableb6 ANCHOR ••••• ••• to 2.78 Cowrie 3.68 Conn HOBowCMU NAe6CHU PT WaoO mm (�)X MUU ION -ANCHORCAP._ d) • • 6+16'Ebo tla•88 Ebo 6116•Elco 11C 88 Ebo 610 Smd 612 Gled Mated X Amboy lypC 3110•Ebo URZ4 0 W`Eleo U lre 3"r Ebe U&mon Im Eb0 U8reom •11dE1148C0p Paitems• e ut emn AggmQdm tftm AWeG tot Sewwt05f sMN M SMWP5I USE THl3 FORMULA TO OBTAIN THE ANCHOR N N s • •Ea9a gdelpe fmk 16 2-W 1• 2-IFt 3-W t- 2•t/CIWA 2.12' r 340 r 0.45• 081• o.3`w CAPACITY REQUIRED'CORRESPONDING TO AN U X 3 • • • ACTUAL PRESSURE REQUIREMENT FOR Tiff En10e61f ••3w• faa• fal4• 1.3x4• r t-ua• 1-t/P 1.114• 1-tw• 1414• r 1518" iS18• vsAee 2 4.76'h9n.O.O.I tma�44r C9p t =110 390ma 450 m9 890th® t me 2706® 280me 740 me 374 ms 604ms 846 ma 341 ms 4420a wows OPENING,WHEN IT IS LOWER THAN THE MULLIONeAmtbB�1.16•A1H.O.C.I oromeq l2ip 700ma taA WA WA WA 9801bs WA WA IaA WA 662IOs 865ma ,YR les CAPACITY(FROM THE TABLE)OF THE SELECTED•••••fieae443Mno.aI0112x 780ms eeoroe lawths less ms mob, 560 msmft 746fbs 8800m 1892ma amens MRS Mom MULLION.IT WILL YIELDAMINIMUMANCHORAtha.(Fq.4}: WA WA WA WA WA WA WA WA WA WA 011A I41A WA ita 9w CAPACITY WHICH MAY BE USED TO QUALIFY 1 IF1'Ap".6j 058u 196me 2250A 445M 02 bs 185 me 140 me WOW 187 me 832lbs 4791N ROas 221 tbo 280Oa ADDTf10NAL ANCHOR OPTIONS FROM THE 2Amtbla 1.15•M O.C7F 350 ms WA WA WA WA 180 ma WA WA WA WA 341 me 442 Os 66D Bb ANCHOR CAPACITY TABLE NOTE:FOR THE OFFc"QWJVE THE SAME ANCHCA PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2 TABLE NOTES: I' DtCl'ltm."D 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. DOOdtna Oodt SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. tow � A�p�� .01 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE r - FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21-23. �Ihroi °P CmOm! F- * . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' `1111 I I I I I II FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i ANGLE CLIP MUST BE USED IN PAIRS. 1� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•91 WOOD SHALL BE PRESSURE-TREATED 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.68.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.126' [I- FIGURE - No.58705 ((``I I I��I II • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•x r X.126•MULLION LEAST 12V THE MATERIALg91 AND A38.ALL ANCHORS INTO METAL SHALL&€12 ANCHORS INTO WOOD MAY BE STEELEXTEND 88 S.OR 4E ST S.S. SSCREVY THREADS BEYOND 70NAL A.LM16�G` YNfJ1 1L91-R.P.E. FL P.E.#68705 TABLE 2A Mullion Capacity Table Oper ing Width(carve ftW4pmWrg m kTom)orOpening Helght(torholtzo ynparWng m Cons) w Y Wln so Irk 701. 8081 9061 100 in 11018 1401n 116D In Ree18ne01m TreOVrdmg Rm-ed1W Tmpfrdol2. ReolmguW T.07dan8. Reolan014a Parrmar• ReoteagWat he2rTdmlp. ReoteWUar TMOTM1•• Reote+4181ar Twp mmg. ReotalguTer Tleplydaty. Rmie+pWer irapirdmg. n 1 x 2 x.376 Loft L Lotln2 14a4m• LoadOp Lo dm L� Loadlro Loadtr• londtr• L4�1n8 Los, L4adin9 LoadBg LWre LaaQinO 1na00q LosQlr• g.Y '111 Alum.Tube mullion I I all fail I a I I I I I a I I a I I I I I I I II II II II I I II 11 11111 11 1111 1111 1111 1 1 1 1 111ll a I I I a 1 z L. 421n 17&0 810 170.0 435 151.3 602 170.0 478 128.7 BW 7/40 608 113b BW 168.6 618 100.8 B82 1B&8 817 B&B. 60! 188.8 617 7&7 662 18&9 511 84.8 SO 188.8 617 68.7 602 188.8 817 O 48b 121.8 801 13&0 419 101.4 BW 11&2 410 8&e 607 70&7 403 78.0 607 1028 389 87.8 W7 B&8 397 W.8 6e7 We 388 8&7 607 89.0 398 4&4 607 88.0 398 Me 607 80.0 388 = W W.6261n 10&7 468 114.6 379 804 466 89.8 371 74.1 468 946 364 64.8 456 %8 380 67-8 458 81.3 3w 01.8 4W eta 3W 432 460 90.0 358 37.0 468 80.0 3W 4 4W 8D.0 358 LU O to-$ 86.4 400 83.3 338 712 4W 80.8 328 61.0 400 727 312 63.4 400 07-3 318 47.5 400 040 3% 427 400 623 314 96.8 400 81.8 313 30.8 400 81.8 313 2&7 400 81.8 313 m 1(1(1(+8+8+8000111 ~ 823 324 8&8 276 67.8 324 67.5 270 44.5 324 61.2 284 3&0 324 48.6 2W 34.6 324 4&8 261 31.1 azo 420 265 2&0 324 40.6 253 222 314 40.6 253 1&8 324 40.6 263 518 294 WA 252 448 284 40.2 248 38.4 284 49.8 241 3&8 294 3&8 237 29.8 204 37.1 734 2&8 281 36.2 232 224 204 3&6 23D 'W2 280 334 230 1&8 284 33A 230 ``^s 0 4&B 268 49.0 230 3&0 2W 424 228 3&4288 37.8 ?21 29.2 2W 34.1 218 2&0 2W 31.8 216 71.4 268 2&6 212 1&6 289 2&0 210 '•.7 288 277 209 748 288 27.7 209 38.0 225 37.8 lee no 226 322 191 247 226 28.4 180 226 26 2&9 M 20.0 276 23.6 182 1&0 225 221 1W 1&0 226 213 177 12.8 226 1&6 178 713 226 16.8 WeU30.8 202 320 177 240 202 27.2 173 21.8 202 239 770 1&2 202 2L6 107 77.0 202 18.7 1B4 183 202 1&4 183 129 28L t&7 1W 10.8 202 1&8 1W 8.8 202 1&0 169 N Z 2&3 1�t 29f 188 23.8 189 2&1 189 20.2 1A2 220 182 17.7 180 18.7 159 147 182 1&1 1W 142 182 188 7W 11.8 192 1&2 162 10.1 192 14.4 1W &e 182 14.2 1Wr 1&6 164 ,0.0 2a 1&4 144 18.1 728C)16.2 M7 18.8 113 • N n �ABL�42� 000000 • ANCHOR CAPACITY ADJUSTMENT FORMULA: foo • • An or CgleN Table 11m ANCHOR CAP.,,,,, C4 t�11 1�0 • • 27kCa1erele 3A COW. Hoomcuu FBbdCmOi PTW4ed metro (DP)X{ ,=ANCHORCAP.,,o ••••• AODlnrlypa 3718'Eb0 UI1te000 U4'Ebo Uifmon NIB•Elco 3118'Eb0110nieon 1!4'EIm UlOeoon UP 88 Ebo VIC Eft 1M'SB Ebo 810 eb1• 6128W 012 Btaei MULLION X Q O O AnahorCllpPeQ6me •• Uhmmon A22OMW Ulmon AO•ebsiar 9aran(06)BBre Im $am(C08) USE THIS FORMULA TO OBTAINTHEANCHOR •111:•• • Edge Dt•mise 1• 2-87 r 2-lir 3-t,r t• 2-Ur r 2-Ur r 3.1,6• T &48• 464• 0324' CAPACITY REQUIRED'CORRESPONDING TO AN Da, ••• • ACTUAL PRESSURE REQUIREMENT FOR THE FsbAu•n 4' 1.374' 1.314' 14r4• T 1•IM 1.111' 1.114' i-1M' 1-114• 1-UO' T 13B' 14re• xtbe ¢a B: ®4.76'MI..Q. I at C5p tk 39D Ws 360030 4W 830 age lbs 1044 D30 270 On 2W•s 354 MS TO 37408 W3 648 Ns 341830 23 5W Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION im,..t ' 4 G1.16•k0.O.0./ (s+C6se0 D 4808• TOO Oce WA WA WA WA 380m wA WA WA WA wA 682 rA 855108 JIM. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 1 ®3• O.C./q4is6An218 CUPS, m30 780 tbs emu ism 0a Imlbs 50•s 6W to WA mals 748 res BBD tm 1892lbs 68226 855lbs Ilwa8 MULLX)N.RWILL YIELDAMIMMUM ANCHOR 2 0 OAS RIM Q.Q I U4261,MAW Abm k wA WA WA WA N!A WA WA WA WA WA t WA WA WA 716030 CAPACITY WHICH MAY BE USED TO QUALIFY t Atehor1 F•rtA4r42; WWa tW oae 2259a 445 a30 82x28 136 c6 Me 177030 37oft M7 as 332830 4731be 770 m30 2211M 280 Wa ADDITIONAL ANCHOR OPTIONS FROM THE •• 2Albhora®1.18'AM.O-CJ FCBD .ek 240 D6 3500q WA wA WA wA IW®e WA WA WA H80 wA 9411bs 4420 BW bs ANCHOR CAPACITY TABLE :FOR THE OIF��C I%USE THE (MOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLI'. • 0 • • •• ••••• • • • 000000 • • M1.180.161 RODUCfRBYI88D • • FIGURE 1: FIGURE 2: TABLE NOTES: mroptyhGT7bb IIm I46tida�+ • • • . vomu8 CbdO Vim. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 0No SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS W ALLOWABLEI "Bem�a Pro uet 'omtol�7 FIGURE3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 111 1 I I I/ 2 0 HOLES TO BE FIGURES SHOW DRILLED INT THE FOLLOWING HOLE DIMENLOCATSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. '� � LYNN A91C!/iJ�/i `�•• ........ �10ENSF .F•p ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWRO AND GUT-FILLED '�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED No.58705 FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE(083-T6 AND BE A MINIMUM OF.126' (� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STTO BE AT 1 X T X.378 b1ULUIIN - IfIf LEAST A28'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Ors THE MATERIAL 1110&812 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ATE UU��UU��JJ UU��LLLL��J S9. ..O..... ,7SfQNAL A.LVfUN MLI!9R P.E. FL P.E.6 58705 TABLE 3A Man capacity Table 03Bflt) OpeningWai61(for imecafly4par"tn9m)orOpeningHeight(lot hcdzmlt )l spaMngmAlore) w4 (act-) so In 70to eon in I00 in 120n 140 in 1Wm neatzradw Redwine naWe Wg.I 16eetenadu 7reWfd3n5. Reefa er W WRIN•I Reslw� TraWTAsn9. Re6twOm Tm PMmt& mer TtaWOian& ReoMooft T WMW* d .376.1511E Loaem I.aadip++n1,03ft L-ft Loaft LOS" L-do LosdnS L"ft Leediq Load" Lamm Leaft Loa" Loaft LoaftImdur Lude9 sY Tube Mumon u 11 n 0 11 11 11 11 1111111111 1111''111 11 n 11 n 11 z v 42 in 170.0 M iT0.0 435 170.0 744 170.0 478 170.0 BW 170.0 BOB 170.0 882 1700 B19 170.0 ilia 170.0 521 170.0 1200 170.0 621 148.7 13M 170.0 EM 127.6 1301 t709 I 621 111.6 1301 170. 621 O 48 In 1 170.0 624 170. 850 170.0 581 170.0 992 170.0 Me 170.0 1133 1700 001 1511.8 1139 170.6 BA 158A 1339 170.0 aur 11&0 1139 1700 580 87.0 1139 170.0 ON B6./ 1139 170.0 BW Ul 00.006 170.0 747 170.0 170. 85B 700 831 167.6 1032 170.0 654 148. tO32 170.0 723 130.5 1032 170.0 747 117.4 1012 170.0 700 97A .2 170.0 7118 $3.9 1032 1TOA TW 73.4 1035 170.0 7W O 1 7 17U 612 f8 170.0 Wt 13x2 907 184.7 730 120.0 007 1626 720 IOTA 007 1480 714 96.8 W7 14t.1 710 WA 900 140.0 708 89.1 907 140.0 709 60.5 007 WA TO9 Wt. 141.1 735 161.6 600 117.6 735 13" 811 100.8 TW iI80 W9 882 TO 1082 00 784 738 98.5 683 706 TM 00.1 It18 00.8 736 019 674 WA 745 01.8 574 44.1 700 91.8 574 � J Win 121.9 800 13U 670 101.8 We 111.5 WT 87.0 ON 08.0 617 782 800 Ml ON 67.7 008 83.0 531 00.0 ON 788 825 WA BW TU 621 43A OW 788 621 38.1 We 76.8 ON Win 106.0 W7 1124 622 882 007 96.1 Bit 787 807 00.0 001 882 W7 77.1 493 WA 007 719 400 00.0 BOT 619 481 442 607 00.4 478 37.9 007 627 474 33.1 WT OLT 474 Z d g 72In 819 510 83.8 443 880 610 716 434 10 81.3 426 51.0 6tO 5fA 419 484 510 53.3 413 40.6 610 WA 406 94.0 610 489 402 2B2 610 4a/ 009 269 610 M.3 399 �L N 3 78N 89.4 008 ns 400 57.8 400 51.7 392 46A 400 04.1 300 4&4 4% 118.6 378 35.8 400 411.0 373 357 400 41.6 300 ".a 468 37.7 900 249 400 38.0 900 21.7 400 36.7 300 • 'Mtn 612 =I 1 67.5 436 008 373 48.9 436 49A Me 40.1 435 44.7 Me 36.7 435 110.0 358 at 436 35.11 361 26.8 435 MA 314 22.0 430 35.8 341 20.1 438 322 310 � Q r- • • 41.8 311/ 03.1 NO 34.8 X1'27 200 29.9 327 31.8 280 281 327 28.3 275 232 327 28.7 271 00.0 327 23.7 200 17.4 327 21.0 ?B2 14.9 seine 31.4 287 384 857 28.7 157 28.9 � 24.8 287 200 219 21.6 251 28.1 214 181 287 20.9 240 19.2 287 19.3 237 14.4 287 188 232 N X� AC,rp • •o6t• 212 • . %5 20.2 227 20A 201 17.3 227 18.0 1 16.0 186 rp to • U1 N 4 1,,In 22.3 518 227 184 18s 215 19.1 tet 15.9 215 fes 100 X Q y • ta5m 17.6 184 IIA 157 0090 a- S TEIJI 3B • •as • as• •• ANCHOR CAPACITY ADJUSTMENT FORMULA: d O O ••• • AnchorCa ai Table ANCHOR CAP.n,,,, _ Cattle W40. 2.78 Oaarete 3.00 tone. FbOogs 128U F110CMU PT Wood Mani (D-)XWO ,�,,,, ANCHOR CAP.,® g � .KA •3119•Eioo tilt o U/•Ebe Bite,Elm 3CtrEWURr tx•Oleo uft o v4•m the 8H6 t7eo N4.8o Ebo 010 Otw 012 Steal 012$ledAnc71orC6p Pe;wM•• • UOmeao AOpm(tator A99teGOW Sem.0(G5)Sm 105) ScmiVl05) USE THIS FORMULA TO OBTAIN THE ANCHOR ••• EdSe1• 2-tW 1. 2-12 3-116• 1• 2.112' r 2-I2• r 3•UB• r OAr am 0" CAPACITY REQUIRED'CORRESPONDING TO AN • • E1-3W Isla• fax• 14W r t-lir 1414• i-1x• 1-1x• t-tw tax• r tate 1.918• w8a ACTUAL PRESSURE REQUIREMENT FOR THE • ®a7s nvn.O.R 1Sluitlatdortl5ae< : ma 300 es In 1644mn 270m3 2801t_ 35405 T40m3 314 Da W4ms Si8m3 341 m5 442 to 600193 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aaelnm ld 11.16 CI ferC�eq na 700 m3 WA WA WA 3001es WA WA WA Jim WA 082 m3 Burros fl2Dms CAPACITY(FROM THE TABLE)OF THE SELECTED 4Andm 4§r AnglaC6700 ms 100 ns amrb3 1500193 teems 5401133 BBOms WA 700 ns 748(es BWtbe IWzus 882im 600 ns I12oms MULLION.IT WILL YIELDAMINIuIUMANCHOR 2Awt msW0.4rL9a 0.G I U4 .nto.126 WA WA WA WA WA NIA WA WA WA WA WA MR NIA 718ms CAPACITY WHICH MAY BE USD TO QUALIFY .1 Andsxl F ms 195 ma m ms 445 ms 572 ms 135 ms 140 ms177" 3701Ma t87 a0 3320» 473 ma 1170 ms 221 m3 200 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 iv9WSMn.O.C1F• 400» 360 ms WA WA WA WA too WAS WA WA WA WA 311 ma 442ns We We ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLOP USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ("r~CIRCLED VALUES ARE USED M THE EXAMPLE ON SHEET 24. Clift O1N3CTRBVISD N0 441 FIGURE 1: FIGURE 2: TABLE NOTES: Dtao . • • i -� 1.000' I+- • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. '0 mdttcI Contso�l P SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ``��ANY LYNN ACI FIGURE 3: . q2 .••..... !F. 410ENSA:''•. Q i HOLES TO 3)MULLION E DRILLED I " I ON CLIPS SHOWN ARE NOT TO SCALE.FOR N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSTRS DIMENSIONS. 2.760 OWN ON SHEETS 21-23. � P FIGURES SHOW SUGGESTD,APPROXIMATE HOLE LOCATIONS. No.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED = ;�. FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED D31• �°�f S :'•Uj` YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 006346 AND BE A MINIMUM OF.12V 'Q SATE F 22/ ® THICK STEEL STUDS TO BE A MINIMUM GRADE 3META.SHA THICKEN GAUGE)STRUCTURAL STEEL TO BE AT FtomoP.•'G 1•X2Tb'X.375•MULLION •...... • � LEAST.12G THICK AND A30.ALL ANCHOR3 INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND !�S"'IN . THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LY�NN�A EA;P FL P.E.#68705 TABLE 4A Mullion Capeally Table UbsM ^Y7 S 0paNn9INMth(ta ve r 6 cePtapmnUgmdimm)orOpeningH 1:11(forlab nla*sP8mftmL ore) Bain So in 70 t 80 in 901n ISO In 110In 140 In I60 N 0d 1x2.76x mer 7tepTdmq. Realmgutat Tm)A4fdmt0. Raot•malm Reprrdeng. RnbVft TielJTdmg. Reotenerdm Trap/Nelg. RW-Wim TWOMmg Rmtanpdm TmQfTdmg. Reatmrgtdm Tmplydetg Reote.p4m T4�/ftla9• G ,860 Alum. Lowing 1.0809 Load00 Loaft Loaft Leadna Loade9 Loadap Lnft LoadnO L42d80 Loedtre loaft Lean9 Luft Loeda9 Loadt Loa" TUbs Z °° 421n I ON 170.0 {35 M.0 7,0 1ra0 473 70.0 888 nao 0.W 1rae 992 trao s19 frao 111E 1700 621 trao 12w Irao 60.1 1rao 1408 Tao 611 160.7 1620 Irao Bat )0.e 1820 1rao 0.21 4810 170.0 7W 170.0 624 170.0 0$0 170.0 684 170.0 092 170.0 030 170.0 1133 I'M Wt 170.0 10.75 I'M On 170.0 147 170.0 880 141.7 1417 170.0 680 121.6 1417 170.0 880 iW1 1417 170.0 880 � � N SOMSIn 170.0 747 170.0 Us 170.0 898 170.0 631 170.0 1048 1ra0 664 170.0 IM 170.0 723 IOU 1266 170.0 747 148.3 1288 170.0 768 121.0 1288 170.0 768 104.6 1298 170.0 768 01.4 1208 170.0 769 W ^ 0 641. 170.0 707 170.0 612 MA OSB 170.0 9Bt 170.0 1118 170.0 764 150.7 1130 170.0 803 1X1.0 1130 170.0 637 120A 1130 17x0 868 tooA 1130 70.0 881 88.1 1130 170.0 881 73.3 1130 17a0 881 m G83 ~ J Bad 170.0 BSS 170.0 701 148.0 916 1823 781 126.8 018 144.6 748 1X9 918 1323 735 07.8 913 123.0 T28 87.0 016 118.0 720 732 018 114.1 716 82.8 016 114.0 718 668 916 tUA 718 (� W N 161.8 830 161.9 710 128.5 630 13&0 994 I00.6 030 123.2 851 94A 830 1122 670 864 890 104.8 8W 76.0 830 99A 060 031 630 KS 649 642 830 061 B40 47.4 830 94.1 649 Z W 60 In 1921 76T 140.0BSO 1WA 767 110.8 838 841 767 108.0 924 �.6 787 08.1 914 78.4 767 99.1 BW 86.0 76t 841 800 65.0 767 ra0 693 472 781 Tat 381 41.9 767 70.2 681 D. 7251 101.7 638 TWA SO 84.8 838 91.0 3W Bat 630 63A B38 70.2 821 68.6 898 Bab 614 60A 639 82.3 6W {2.{ 878 872 BW 381 838 64.3 487 31A 898 831 49P N Z 781n M.b 67 9D.4 IBB 721 371 78.8 488 67.4 478 661 6T1 GOA 4T1 40.0 671 65.8 184 432 571 81.6 468 96.0 b11 47.0 431 30A 671 44A 447 27.0 671 HA 448 Z • 78111 80.0 54 SBA 464 88.7 512 70.8 40 57.1 642 621 458 Bao 642 W] 449 464 50 510 442 40.0 W 47.5 437 333 842 420 428 26.6 642 40.6 428 no 040. 40.1 423 fZ" � Q G • 0 !f,• 621 407 7 381 43.4 •W7 00 356 371 407 $0.8 340 326 407 US 943 UO 407 321 998 20.0 407 28.8 334 21.7 407 gal 327 18.6 407 261 9'12 181 407 230 810FW F �� G W M 421 1 160 35.8 2M0 372 314 30.7 338 324 300 20.8 3E8 28.8 304 238 358 29.1 9W 21.6 368 24.0 280 17.0 358 21.0 289 16.3 368 101 284 N O 30.1 283 30.8 838 231 283 28.9 ab1 21.8 283 S2 S2 22.6 247 18A 283 10A 244 AT 283 1&0 240 10.1 283 10.6 237 (lN h • 111 In 27.4 287 4781 242 23.1 207• 23.8 238 10.0 287 20.0 236 17.3 287 181 231 10.4 287 10.3 228 N In N • "Ib 22.0 221 18.3 229-1-1151 0.W 10.7 229 18.0. 202 Q X O O T�wwo • • • • ••• ANCHOR CAPACITY ADJUSTMENT FORMULA: ••••• Anoh•r 01 T17bie b0 �Awl 2.7k4bmteta 9.@1 dm HeOan u �aet2w M ood 91410.1 (OP,,)XANCHORCAP"°'"")eANCHORCAP._ � • • • olle'Ebo VVSSEEo WIVEW ire a6 Ebo e1081ed 012SWI N12 Wed MIULUOTd CAP.,s,,.•• ••4Aw:orC6p Patte%s • Antlm'o& yt8 Elco 1411 aeon iH Elao UNeam 19treoal 9tt5 Eboumeoon 1N•Ebe umre A9amcmt« 14&aom Appr*G M BMW(05)own(051 8«40.1(04) USE THIS FORMULA TO OBTAIN THE"ANCHOR • • Edon Uslum Oak t• 2-ve I. 2-tW 3.118' 1• 2-Ve 1• 2•ur r 3.114• r 0.45 mw 0" CAPACITY REOUIRED"CORRESPONDING TO AN F. "4• late tau• 144 r t-vr t-U4• 1.114 i-1r4• MIC MW r 144 tare wes ACTUAL PRESSURE REQUIREMENT FOR THE ®4.7b•8&1.O.C./e «mm tk 390tne 390 ma 45000. 89000. 1644tbs NOM 280ma 354 me 740mt 374 ue 880 ms 848466 341 ma M20a 68050. OPENING,VdFIEN IT IS LOWER THAN THE MULLION AtmMm t.ts ML•OIOv'aed�!(«05640 1m 706 ms WA WA WA WA 380 ma WA WA WA WA WA eel ma 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED 4A4af14Me�r 0.a/(2)ere Anpb /tag. IBoma 760 ma 680 ma 15Mft 188e ma 840 ma 060 m4 WA 760 Re Mlbs asoma 1882.1 682 tbs 1120tba MULLION.IT WILL YIELD A MINIMUM ANCHOR 0.45 9qn.a(l.I Mp.Inb.126•At n.910.4k NPA WA WA WA WA WA WA WA WA WA WA WA N� 716 me CAPACITY WHICH MAY BE USED TO QUALIFY ArroharI%-Mi(Fig.Bk 4950m 105ma 225 mt 445411 e22ma 135 Ms 1404bs 177 ma 370m1 1ST lbs 332 me 473841 110ft 221 ge 280 On ADDITIONAL ANCHOR OPTIONS FROM THE 2ArA 1. MIa.0.C/F47tp(Fq.ek TIOOIS 350mt WA WA WA NIA 190Ib1 WA WA WA taA WA 311 ms 44zros t910ma ANChIORCAPACITY TABLE. ODUt7,RBY1S813 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. owith/lX Wadde v 09-0 FIGURE 1: FIGURE 2: TABLE NOTES: 1.000' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 em1 ado PTer0tcl Cmm�01"'+ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\\\111114//7/1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 9 f p1 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" ; \CE NSF •,•.j> . • . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23 T�. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ' F- ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 680.WOOD SHALL BE PRESSURE-TREATED i '•, Z't155' (ll FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8063-TS AND BE A MINIMUM OF.126" S ATE O 4(l THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE}STRUCTURAL.STEEL TO BE ATIF •,F(OR10 .•'' \� (� LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 11 X 233 X.860•MULLION �CcSS'.......... �C9 * 01THE MATERIAL.010&812 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. �11j IONAI.E AAA UU��JJ A.LYNN FILLER,P.E. FL P.E.A 58705 TABLE 3A ' MUIIbn Capaelty Table le) I OpeningWidth(for uaAcatysperWtlnmuftL9)or0penIng Height(fwhdimNtR*gpsMr9mtm) in eom 70fa e9mMIn 10016 120 is uan login $ Rects" lar Tt 7fte. Tnrl k?4 Reolenrdar Tte1JTAenp. Reotetgular T1eNplart9• ttealaoft TfWRI g. Rook gdar TteP7Metg. Realtegda Trep T1" Reatar�rlm Tter7IMn8. Reat•gitlr TtaImong o: 1"x3.126"x Lsft Lwft Loft LoaM9 Lwft Lwft Loaft Lambe u8mg Lmft Losda9 LoatRg Loada9 LotoinO Loedlt9 I... Loedry Losatg �Y Tub•MU2 5t E 8 Q I21n 170.0 820 170.0 435 170.0 744 170A 478 170.0 869 170.0 We 170.0 OR 170.0 619 170A 1118 170.0 621 170.0 1240 170.0 621 470.01486 170.0 621 170.0 1730 170.0521 184.4 IBM 170.0 521 3 LU _ 40ht 170.0 706 170.0 524 170.0 850 170.0 684 170.0 M2 170.0 830 170.0 1133 17x.0 881 170,0 1276 170,0 877 170.0 U17 170.0 880 167.7 157! 170.0 680 135.1 1677 170.0 880 116.2 1677 170.0 880 50.625 In 170.0 747 170.0 663 170.0 888 170.0 031 170210/8 170.0 864 170.0 1105 170.0 723 1700 1316 IT&O 747 170.0 1494 170.0 768 1413 1495 170.0 768 121.8 1485 170.0 7611 1081 1495 170.0 766 m a Q Mtn 1700 707 110.0 612 Ina 0511 170.0 891 170.0 1116 170.0 764 170.0 1276 170.0 803 166.1 14M 170.0 837 149.5 1401 170.0 Ba 124.8 1401 170.0 Bel 106.0 1401 170.0 881 M.4 1401 170.0 681 t0 asn r12- 883 170.0 TOf 170.0 1083 170.0 787 168.0 1168 170.0 878 136,7 1168 187.0 M8 129.3 1158 1604 917 111.0 H66 149.7 010 926 1166 1M.8 003 79.3 1158 1M1 003 M.4 1168 U4.6 003 63fn 930 170.0 745 1M.6 1048 170.0 060 137.0 IOW IMA 800 118.6 1049 141.7 856 100.5 1019 197.0 838 93.9 19{8 12.06 028 749 1040 119.3 020 GSA 1049 1189 810 M.9 1049 1189 810 ab 95S 170.0 789 138.0 963 161.3 801 1141 856 133.7 788 104.2 MS 121.0 TIB 021 066 112.0 786 83.4 9e5 108,4 767 80.6 886 M1 749 69.6 0.44 a.1 TU 621 065 18.7 148 Z 7216 BW 1349 M7 107.0 000 114.0 682 919 803 101.1 870 80.3 803 91.2 869 71.4 803 83.8 040 84.2 803 76.0 842 53.6 803 72.2 692 469 BIX4 881 826 40.1 Bal 847 827 � N Z 78N 721 1141 01.0 721 97.0 618 78,0 721 05.1 605 68.3 721 70A 695 60.7 721 70.1 588 501 721 65.4 579 446 721 aA 6M 39.0 721 589 884 34.1 721 841 QB3 'Q r • 781n• e� 109.4 849 84.2 684 814 807 72.2 864 78.4 678 03.1 084 70.4 567 59.1 684 84.4 558 50.6 680 689 551 421 464 54.1 541 341 684 61.3 538 M.8 864 60.8 634 • fin• 458 541 •814 9446 474 614 60.0 446 41.1 $14 44.8 433 30A 514 40A 427 329 514 $7.3 421 27.4 814 33.0 412 2&6 614 30A 406 20.6 614 240 403solo 45.2 488 47.0 396 347 452 40.0 390 339 452 38.4 361 30.1 452 32.0 376 27.1 452 30.3 373 228 462 289 305 19A 162 242 358 189 452 22A 355 in@2 31.7 357 327 317 27.2 357 28.4 312 2&8 367 282 308 21.1 357 2L7 303 19.0 367 201 2M 149 367 18A 293 13.6 967 189 287 111 387 16.0 283111 N 308 242 356• 341 SM 26.0 338 20.1 290 21.9 338 2&1 2M 101 396 201 288 17.8 338 140 284 141 330 16.6 278 121 338 14.8 273 11.0 338 13A 269• •17817 283 23.1 280 2&7 269 148 289 m1 258 17.3 289 18,1 282 144 289 18.9 249 13.9 2M 14.9 246 111 2a 121 240 ag 289 114 238 9.7 289 10A 232 Q = Q Q TA1SNEr56 •• • • • ANCHOR CAPACITY ADJUSTMENT FORMULA d G •• 2.soxi Mei com.rCepTable • Hlomad4U FMN*Ao PIT wo meld (DP_)XCANCHORANCHOR CAP.- • • Ens e16o va•98 ex d16'eto v4.85 E•}eo 610 sled et25tBd eta sisal `MULLION CAP.,,,,,,,,, • ArRn re r1G Eleo u6rsm va•Fxoumacon u�� BNC DaoIBUeear va•Fxoubmcon fid• U�m Amp M•e lM Stmv(" strety pM USE THIS FORMULA TO OBTAIN THE"ANCHOR ••4A•cljorj PeNe�1s • • • • Sage dderce BN r 2-t/2• r z-frr sire' r 2-lir r 2-177 z sire z o.m• o1r o.Mr CAPACITY REQUIRED"CORRESPONDING TO AN 4134• 134' 1314' I-TC 2' tom. 1-114' 1.114' 1.114• M W IT'r z lag• 11w wm ACTUAL PRESSURE REQUIREMENT FOR THE aLanO.c.lBmryecovomel 9B00w smms 45065 00096 1 ms 270,05 280 as 365 ma 740 SO S74me Smits etBea 341t0s 442w &w OPENING,WHEN IT IS LOWER THAN THE MULLION Kowria ' omwmem(ordeet) ms 7006+ IUA WA R/A NA 380In NIA tUA NIA IUA MA Man 065 me1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED U9'N .O.C./(2�t67Ugte(3fM/(Rg leo mt 780 ma 680 be tw ma 18990,8 61963 BB0Ds NrA 760156 74869 880tffialms 112068 MULLION.RWO.L YIELDAMININIUM ANCHOR *%%atom 0 .516.O.C.IU Into.128 ANA.Oil q NrA IUA NIA IUA ILA N91 WA MA IUA NIA tuA IUA tUA IDA 1079 b CAPACITY WHICH MAY BE USED TO QUALIFY tArceSrI FCA 9�' MM 6a 196 me 2ffi Da 445 ma 82269 ISM 140 as m69 370I0a i8T 69 992169 47S Ds 17069 221164 28061 ADDITIONAL.ANCHOR OPTIONS FROM THE 2A1K41N9 1.1 W,I O.CJ 9 240 ms 350 me tUA T U!A UfA 190 ma NIA IUA NIA 111.0 WA 341 me 442 m8 a0m9 ANCHOR CAPACITY TABLE. GDL1L7,I�W� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. otseplyllq with Ifs F)odds/�,�.� F1.000'••1 Ot+ept6�16•� (.+:71,0 FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - educe rot j111t a 1177 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS 13 ALLOWABLE. 3.126' �`� ONV......• R1/ 7j�i FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 �� 10ENSLc'•, Q . • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. /;VTAIIE No.56705 ' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED [vFIGURE 4: FIGURE& FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.128 0 ;�� 4/ 1'X 3.128 X.8 MULLION THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE)STRUCTURAL STEEL TO BE AT (1•VF MULLION) ••F�ORIOA.•'•G� LEAST.128 THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND S THE MATERIAL ffi10$1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. "',i I S/0NANAV -�� A LY&lkfddli P.E. FL P.E.#58705 TABLE 8A MWIlon Capitally Table A� Opuft Width pnefOC8UyMwAng mtftm)or Opening Halght(forWw telly WMrg mdnmis) r�� Win soin 70111 Win 9081 10010 7201n 140In ISO In .g Reatenadsr Ttey7rinne. Re4lmWbsr Trep701ene. Reo1sn94er TngdfYlemO. Reme11eulat TnaJTdmg. 1>mUengukr TreyVipen9. Re4tmgin ThOmne. 1leewoft TrwTb n + TvWt6n& Rent otar TraATiimg. 1 x 4 x.126 Loadne load-9 Lwdng L408n9 Lnadn9 Lowe Loft Lmd1117 Lombg L-ft Losdn9 t43dn9 Loft Lowing twd" laadng Lwft Lo"m 21 YY Alum.Tube Eel mullion 4210 170.0 820 170.0 438 17&0 724 17&0 478 1170.0 088 17&0 608 170.0 892 174.0 518 ITQOI Mal 170.0 Get 170.0 1240 170.0 821 170.0 1486 170.0 511 14tVA 1489 170.0 621 127.6 11401 170.0 I 621 481n 170.0 708 170A 624 170.0 no 170.0 684 170.0 882 I= 030 170.0 1133 170.0 801 170A 1276 170.0 877 166.3 1909 17&0 880 1303 1305 I V10 880 111.7 1303 1 17&0 660 07.7 I= me 860 60.0281n 170.0 747 170.0 683 170.0 8110 170.0 831 17&0 1048 1".0 004 170.0 1188 17&0 723 16&1 1236 IMO 747 140.5 1236 17&0 718 117.1 1735 170.0 768 1100.41 1296 170.0 768 67.8 1235 170.0 768 64111 170.0 797 170.0 612 170.0 98817U 891 170. 111 0 8 170.0 764 164.4 11M 170.0 809 1372 1158 170.0 857 123.6 1160 170.0 066 102.11 1158 170.0 681 882 1168 170.0M 772 1188 170.0 Sol to � 0 OO in 170.0 886 170.0 701 160.7 1042 17&0 7W 1129 1042 161.1 832 126.1 1042 1487015 1112 1042 1362 001 100.0 1042 131.2 701 63.4 1042 12LI 762 712 1042 12&1 782 82b 042112M 762 J 83fn 17&0 930 170.0 748 1512 892 183.8 818 12&8 682 144A 709 113.4 992 131.0 782 1008 092 121.4 788 90.7 992 114.8 768 75A 991 100.4 740 642 1192 10" 744 6&7 692 10&0 744 2 � 68 In tW4 6417' 170.0 788 1373 947 140.0 780 11&1 047 On 788 IWA 047 117.7 751 91.0 947 10&7 730 W.7 847 102.2 W 08.9 847 96.1 713 69.1 847 912 111 51.7 947 04.0 711 z ��1999 72 In 130.8 849 1427 737 1132 818 121.8 722 9.0 849 IOU 708 842 849 98.4 806 765 819 68.7 860 WA 80 82.7 675 50.6 818 753 839 *A 849 123 862 42A 640 714 861 g W 7810 116.0 751 120.7 ea.s 782 COLO em 62.6 702 60.0 s4o 11.2 702 6&8 W9 80.2 7� 742 820 67.8 702 882 819 4&1 782 672 802 413 782 692 BW 3&1 782 6&t 686 N Z 7891 106.0 70 116 834 692 721 94.8 621 78.3 724 628 60B 8&8 114 74.4 689 682 114 8&1 691 83.4 114 88.4 683 448 724 W3 873 862 n{ 643 6W 382 nd 63.6 066 r • AO hI• 692Al 8 83 6&0 613 80.7 474 49.7 W WA 488 432 W 47.1 168 362 543 428 412 34.8 643 39A 440 26.0 6K4 342 438 248 843 32.1 431 21.7 543 30.7 426 •• 67.9 478 68.9 427 472 T97 419 40.9 478 432 412 39.8 476 30.6 408 318 478 94.8 400 28.7 478 920 396 23.8 478 228.1M 20.8 478 258 380 172 478 242 378 F g$ pa • Ice in 403 3Wq 41.1, 1 326 3*/ 34.8 1335 2&8 377 90.0 330 21.2 377 2&8 326 222 377 240 321 20.1 377 22.0 317 16.8 377 192 310 1t.4 377 • 111 N 37.1 3W 37.6 302 •SST 31.0 318 288 367 272 313 232 367 20.{ 909 208 9W 11.0 3D0 1&8 357 20.1 901 18.4 967 17.4 291 x • 1'�b 26.9 308 4®.6 279 24.6 3�8 1 2N 21.0 308 21.7 270 10.3 306 192 2W 103 300 17.3 283 I-- • %ow 17.0 1 180 ll. ljo ANCHOR CAPACITY ADJUSTMENT FORMULA:Ana r of Tabl •• • 2.7kOa6reIa &BkCooa 1bUorfAlU FWWW PTiM1bo4 mew (pp )X &.L • • • 818•[400 'W 88 So 8718•Elco IW SS E04 6108teel 0128ted 012 Sled `MULLION ••&.L cup pati go •• An�7�e•l15 84o ubaam /7a•t:tao Wom wt ww Mr am L It a 14'Eto U%tr AgraGal• IlOr m A92MG814r Sm4w in Sam(05) S4rewt64) USE THIS FORMULA TO OBTAIN THE ANCHOR • • &d9e WteOee r 2-1/r r 2-IM 3-1ts r 2-lir r 2•vr r 3-Iw r 0.45 am o.324 CAPACITY REQUIRED'CORRESPONDING TO AN Em tax• tax• lax• r 14x• lax• 1.110 1.14• 1.1x• 1.1/4• r 1315 fal5 woe, ACTUAL PRESSURE REQUIREMENT FOR THE 4.7561En.O.0 18tmMd�orOSselCAp 390 me $90f 430 to 880Ibs 1044N 270 bs 280M 3S4 ft 740bs 374 the Ibs 94893 34IIba a @s 560fse OPENING,WHEN IT IS LOWER THAN THE MULLION Anebme®2.26• 6!366416(orClfesO CUP fFIB 011 706 roe MOMS 141OMS 852 bs WA MOM WA ow as WA ewft WA 682 ft 885 Os 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTED BAnafiae®1.15 Mtn. . / (or=.,0.ft.� 880 @s 1400 pro WA WA WA NA MM WA WA WA WA WA 1363 bs 1770 be 22400A MULLION.IT WILL YIELD A MINIMUM ANCHOR ••4M14pMn 0 T Mm Or.I(2).24M& If�f1.6t MOM 780 bs Mbs tbeotbe 18968s 54028 =Ibs WA 760Ibs 740M 660166 180ft 08220 601106 1ttow CAPACITY WHICH MAY BE USED TO QUALIFY 6And=0TAff• I OA0gte COPS 4 Azo Rot 1170 m, 1020 bs 234006 284403 810!24 840169 WA 1140Iaa 1122 bs 1320 ma 28301Ds 1m ms 1327128 IMO ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arab=@0.45.6fh1.*.C.1U4ftM.12V Alum.fF8.7t NIA WA WA WA WA WA WA WA WA WA 1401 WA wA WA 143D bs ANCHOR CAPACITY TABLE. FRODUClRIMED 2Anofwre®2.P5611n.O.C/F4.7IP 949 et 360 as 330 bs 280bs Mths 4789• WA 280 Ws WA SiBbs WA 424!28 WA 34103 4d214s SBObs BIIOd�avldi fh6Nlolide 4M OM 1.15 Mtn.O.CJF 480 bs 700bs WA WA WA t1A 36028 WA NN WA WA WA 88'2.as 886108 MOM NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. '-'-I 1,00(• f'" AwepOmc , TABLE NOTES: y9ml 6 uet ontrol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 12 FIGURE f7: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE %,%%I 1 I I I I I I/ • • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. `:s"NoN_•....,,�4/(('/��i • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 13 ALLOWABLE. `�Q�'<.•'•1,WCENSF :F'p 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'0ff = N0.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW = FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - 't� • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ' TE v ,'(fj�� ATE • • • • CONCRETE BLOCK UNIT CM � SHALL CONFORM TO ASTM C-90•WOOD SHALL BE PRESSURE-TREATED YELLOW .126' �� ` • • SOUTHERN PINE WITH AN SG OOF 0.66.ALUMINUM SHALL BE 8083-76 AND BE A MINIMUM OF.126'THICK STEEL i L � •;cCOR10P;. \G� STUDS TO BEA MINIMiRd GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.122'THICK T 'ass/ONA� ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. AND A31L ALL ANCHORS INTO METAL$HALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.8108 f 1 1`1 812 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 3.S. MULLION 1•X 4'X.126' A LYNIJ MiLL�R P.E. FL P.E.#58705 TA13LE 7A �+ . Mullion Capaft Tebts 1 IN Op-Ing Width(Mrvetem*sPaMogmiftre)-Opentn9Hetght(fu rWrgminam ' ) r�te 601n 28to 70 In BON 901n 1 N 12064 140 In 18ON xt I x 4 x.375 ftaw 4w I Tn wTft1& nwilden9• 1Lesknp9m TreWTdm�S. Rmkne4dm Ti�17dem Twrftg. Rmkww TIa w". Rewanpdw itepifdan9 Rmtmmwat Tom• Radm9Wat 7t"nifan8. p y Alum.Tube 10 9 u"" LOaB'g1 Lung Lw" L0adn9 Learng Loedne L4adtng Leaft Lemli• L-ft Lmdng Leafing Leri "aft Lwft L-ft 4a Mull n 1 1 11 1 11 1 11 & h I h 14 .m o 4264 1740 020 170.0 436 170.0 744 170.0 478 170.0 886 170.0 608 170.0 882 1170.0 819 170.0 1118 170.0 621 170.0 1240 1740 621 170.0 t488 170.0 621 170A 1736 170.0 621 170.0 1983 170.0 621 J 46M 1740 706 170.0 824 170.0 860 170.0 584 170.0 02 041A 870 170.0 1133 170.0 881 170.0 1278 170.0 877 1741. 1417 170.0 880 170.0 1700 170.0 SO 170.0 !w 170.0 860 161.8 2024 170.0 a0ANIn 1740 747 170A 683 1740 898 170.0 em 170.0 1018 1740 664 170A 1196 170.0 723 1700 1348 170.0 747 170.0 1494 170.0 708 170.0 1791 1740 766 106.0 1818 170.0 760 IWA 1819 170.0 768 54In 1700 797 1740 612 170.0 868 170.0 681 170.0 III$ 17MO 761 170.0 1276 170.0 841 170.0 1474 1740 837 170.0 1696 1ma 886 159.0 1799 170.0 881 137.1 1788 170A 881 1241.0 1728 1740 881 m O SON 170.0 895 170.0 701 170.0 1083 1740 787 170.0 1240 1740 879 170.0 1417 170.0 044 170.0 1564 170.0 988 165.5 1619 1740 1033 129.8 ISIS 1740 1083 111.0 IMO 1701D 1083 97.2 1818 170.0 1083 � N 0364 1740 930 170.0 740 170.0 1116 170.0MO 1740 1302 170.0 840 170.0 1488 170.0 1015 156.7 1642 170.0 INS 141.0 1642 170.0 1122 117.5 toe 108.0 1188 1047 1042 167.9 1157 85.1 1542 167.9 1157 681n 1740 874 170.0 789 1740 1169 170.0 M 170.0 t3M 1740 1642 180$ 1472 170.011648 142.8 1472 188.6 1148 INA 1472 156,8 1130 VIA 1472 147.8 1108 01$ 1472 146.0 1104 80.3 1472 1440 1104 Z 7264 1740 1083 170.0 en 170.01276 170.0 109 IOU I= 188.2 1201 132,0 1328 149.8 1082 117.3 1320 137.8 1068 105.0 1320 12&8 1049 SU INS 117.0 1024 78.1 1320 112.6 1013 680 1320 112A 1012 g W 1p81+ �yj 7864 170.0 1122 170.0 937 149$ 1184 159.4 1013 1288 1164 1348 99 112.2 1184 128.7 978 947 1184 116.3 904 88.8 1164 107.5 ON 74.6 1184 97.6 836 64.1 1184 93.1 027 60.1 1184 823 926 N LS Z 7864 r4SJ0 1128 1700 987 1344 1124 147.0 885 118.6 1124 1248 947 103.8 1124 116.8 831 823 1124 105$ 918 S4.0 1124 93.8 905 89.2 1124 69.0 890 5" 1124 84.3 SM 51.9 1124 812 878 • 9064 1.8 1E0 80.1 aN 91.3 738 778 814 821 721 N,8 864 73.3 712 841 014 SBA TO 84.0 844 81.4 883 46.0 814 84.9 818 380 644 60.0 888 3AB 6" 47.7 882 g O • 742 01b 683 742 42 652 818 742 878 041 617 742 64,8 831 48.6 742 54.1 622 64.5 742 448 614 37.1 742 418 600 31$ 742 28.8 590 27.6 742 37.5 584 � u) �p � •• 10864 828 6,1 52.1 50 63.8 521 44.7 688 48$ 618 39.1 568 qA 606 365 688 37.3 408 31.3 500 34.2 492 29A 588 28.9 481 22.3 688 28.8 472 19.5 MB 267 468 W t • 111 N 668 N,8 �3 48.0 •666 49,8 428 41.2 656 429 487 340 555 36.0 480 320 565 34.2 473 26.5 31.3 40 2{.0 568 VA 467 28,8 688 28.3 401 160 666 22.4 442 � X Q • 12064 478 484.4 43S 38.0 •4=6 0 426 328 {76 33] 410 28.6 /75 29.8 414 26.3 178 26.0 464 216 476 2{b 464 19.0 176 21.1 395 18.3 178 18.7 387 163 478 172 381 X • f/Mis W 306 2LO 390 22.4 301 ISO am 18,8 287 180 330 17.41 283 Q � Q � 0 . • a �. !® •• • • Anyba Cp Table a ANCHOR CAPACITY ADJUSTMENT FORMULA'. • • 2.7k Owele 3bk fano. Haawcmu FBled CdAl PTV7ao0 Mala {DP,�)X`MULLON CAP.,•„a„�'ANCHORCAP._ • • • i"14w 3�8'Ebo Uft= 164•Eke IAMM d18'0100 311SI MM IA"M 17P Ea0 UIm4m U4'89Eo WWEk0 uYOSEk0 010Sel 612 Sled 912 SW s•)�H9rCtlppa8eme • ulbamn AgamOdw Ummw A99mSaW Swew(6N Swaw(05) SUMPM USE THIS FORMULA TO OBTAIN THE%1NCHOR 1' 2-u'P T24ir 3.118• r 2-tlr f• 2.14' r 3•NS r CAV 0.w 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN 1a7Y 1.974• 134' r 144 1-u4• 1.114• 1.114• MW 1.114• r 13'8' 73'8• vtdaa ACTUAL PRESSURE REQUIREMENT FOR THE 4.7GMhO.C.tSk omd C0• 39019 450 k3 890•a 1844 ae 470 ms 260 35419 74019 374 t9 384 Bre 948Iba 341 560 OPENING,WHEN IT IS LOWER THAN THE MULLION 64WM 84 225-Min (wo� ka 700 k7 wak3 1410t9 952 ka WA 560464 WA awms WA SBO tea WA 682 ka 595 Wa 11280s CAPACITY(FROM THE TABLE)OF THE SELECTED •BAnaMw®1.16-MN.O. IS (w06ae •SBOk3 1400 Om WA WA WA NA MO Ns WA WA WA t6A WA 1383W 1770 Na 2240 On MULLION.IT WILL YIELD A MINIMUM ANCHOR WW 006wh M 0 W 686 O.C.IMAtgk f 6k 110 ka 78019 MW 158019 IMM 610 tba 58019 N!A 760Ibs 74801 88419 1892 bs 882la 88619 11201ba CAPACITY WHICH MAY BE USED TO QUALIFY SAncbKs®3.4{1• BAn*043 .ek ro3 1170mS 1020 ka 2:64019 284419 810 ft SOW WA 114019 112219 132049 287849 1022 t9 1321 ms 168019 ADDITIONAL ANCHOR OPTIONS FROM THE 4/M/Mm 00.4^t,A Go./U42ytot0 AN"AWO (Fig.7r. WA WA WA WA WA WA WA WA WA WA WA WA N/A NU "We ANCHOR CAPACITY TABLE. RBVl9® 2AwMm492.26'Mk.O.C/XCHP(F19.8k 350 k3 35D•a 28019 70519 47819 WA 280ka WA 315ms WA 440M WA 34119 44219 68019 edmdbFkallb 4 AMkae®1.114'Mia.O.C/F4Ap(Fig.SX 48019 70049 WA WA WA WA 38019 WA NTA WA NIA WA 882 ks 88519 1120 Om Od(eg '�1y1` NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.002• �-- ---� 1.000• r-- a TABLE NOTES 41and ado Product C64nml FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1111 I I I I 1/I7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE Pa��••u(rENS•.�!F �: • • • • • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4• a 4.W0' No.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. - FIGURE b: FIGURE& FIGURE 7: �- • • • • 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND -� � �.�f /S •((/` GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE :Q TATE • • • • PRESSURE-TREATED3-75ANDBMIYELLOW SOUTHERN PINE WITH AN SG OF OAS.ALUMINUM SHALL BE �CORIDP.•�G\�: �83-T6 AND BEA MINIMUM OF.125•THICK.STEEL STUDS TO BEA MINIMUM GRADE 331640.045' 6' L .376• ,S ` THICK(18 OAl10E}STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND 038.ALL ANCHORS T '�,,ZONAL ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. iNTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#to&#12 1•X r X.37G r I'X 4•X.376- A.L44M MICA"P.E. ANCHORS INTO WOOD MAY BE STEEL•180 S.S.OR 410 S.S. T-MULLION MULLION FL P.E.#58705 w TABLE BA - � Mulflon Capaefty Table ibsi(tr Opening Width(for%wfice -spawng mull-)orapentng Heignt pr(t0d Req spamtng mlltorld) vvv�ttt�Y Bolo 601. 7013 Bol. 9013 16013 120 in 14013 too In 1.28"1[ �tengWv TteWr6en8• Redenptac I TtapMen0. Reasn•dar 7rsArtHenB• haArfiim9. Raotend4er Tmp/T4eng. Reeder TteptT8en9. UOPRrtarP • TMNAIeng. Reoiertguiv Tte87T0e14 4 3.1811"It Levet a Loedn9 1•eadn9 L-cm LoadnB Lowing Lafift L-ft Loaft losQn9 Loafing LondnB I=ft Loadn9 Loaft Loadn9 Leaft.206-Alum �Y Tube Mull 42 In 170.0 820 170.0 438 170.0 144 170.0 478 170.0 we 170.0 606 170.0 882 170.0 619 170.0 1t16 170.0 881 170A 1240 170.0 621 170.0 1488 170.0 021 170.0 1736 170,0 621 181.8 1788 170.0 521 W 49111 170.0 708 170.0 624 170.0 860 170.0 686 170.0 881 170.0 630 170.0 1133 170.0 081 170.0 1275 170.0 677 170.0 1417 170.0 888 164.0 1846 170.0 688 132.7 1648 170.0 880 118.1 1818 170.0 880 wMaln VILA 747 170.0 883 170.0 BMW 170.0 931 170.0 1048 170.0 684 170.0 1186 170.0 723 170.0 1348 170.0 747 167,0 1488 170.0 758 138.2 1488 170.0 766 119.3 1468 170.0 750 VIA 1488 170.0 768 � O 54 In 170.0 797 170.0 612 170.0 869 170.0 891 170.0 1116 170.8 761 170.0 1275 170.0 803 168.1 1378 170A 837 148.0 1978 170.0 866 122.3 1378 170.0 881 104.8 tale 170.0 881 01.7 1378 170.0 661 m 801n 170.0 888 170.0 701 170.0 1083 170.0 797 15LO 1168 170.0 878 138.0 1168 167.4 830 123.0 1166 166.61 919 1112 1168 180.0 812 82,7 1158 144.0 808 78.4 1168 144.8 906 890 1158 144.5 906 R LU 6313 170.0 830 170.0 Tf6 180.1 1061 170.0 813 137.2 1081 168.9 882 120.1 10.41 142.0 848 708.7 1881 1329 637 98.1 1131 126.7 830 60.1 1881 11&6 822 88.8 1881 119.1 821 80.0 1881 118.1 821 es in 167.1 8o7 170.0 788 188.3 887 151.6 $0S 119.4 867 134.0 790 MA 887 MA 777 82.8 887 112.8 787 83A 887 IOU 788 88.8 M 1000 766 69.7 057 08.0 748 622 967 688 746 z ...1 721. 120.7 804 1882 8N 107.3 804 1162 684 8fA 804 101.3 871 80.4 804 91.4 680 71.5 804 84.1 860 88.4 806 78.8 643 63.8 868 72.3 833 48.0 804 88.0 82e 40.2 ON 69.8 on = g 7803 10.04 722 114,4 630 912 722 072 618 782 722 06.3 BOB 68.4 722 78.7 688 149.8 722 70.3 688 64.7 772 86.6 613 46.8 722 69.6 670 88.1 722 88.7 686 342 772 682 564 z a- ,� 7S In 101.2 696 106.8 600 64A 685 89.8 688 723 688 7BA 677 83.3 888 70.6 888 682 886 84A 680 60.8 886 60.1 653 422 Bea as 649 862 888 61.4 697 31.8 986soIn $6.0 616 68.0 457 64.9 616 67A 449 47.1 518 50.1 441 412 515 44,7 434 38.8 618 40A 428 33.0 Old 37.4 472 27A 616 33.1 H3 23A 016 30A 407 20.8 618 20.1 404 X SV 961n 54.3 45b ale 4[M 48.3 453 471 397 38.8 469 41.0 381 39A 453 38.4 986 302 483 33.0 370 272 483 30.4 374 Me 163 88.8 360 19.4 453 24.3 360 17.0 463 2X0 368 N �p O • 403 Vito 38.1 .0 323 31.0 1168 *0 318 272 368 28.4 313 23A 388 �.2 308 212 368 22.7 906 10.1 368 20.8 300 16.8 358 18.0 241 4p 1: 0 111 N 36.1 336 US 386 28.3 336 30.1 301 28.1 338 28.1 297 22A 338 23.2 293 19A 388 209 289 17.8 338 18.1 285 � x N rn 0 •11p! 27A 290 28.3 232 �B6 238 280 19.0 28D 20.6 288 17.4 280 182 253 16.4 290 18.4 249 V H Q 3 �.R 14413 tee 201 1 3 186 • a �^ ttt1O��,tOp� W�I9Fi�R• ANCHOR CAPACITY ADJUSTMENT FORMULA: • • AnohorCa Table s ANCHOR Cqp�� -/ ••• 2.7nfbRlde 9.51tC011C. MWONc u F11e0 CMU PTW000 Tadd (UP-)X( )a ANCHOR CAP.,,, • • MULLION CAP.,, "", Nts Elco iN•88 Oco Ens Eko yr ss Eko Oto Oded 8128ted w28ted • Ataiwr 1s FJco l{Unsm UT EkoU6recm 8I1s ENovOwem U4'P.kOUMacm �oAo�CBpPetOe�nt•• • � � _ u6arem AggeUdOr uMecm A>mtdtata setez(O�screa(eb) eera+r(Os) USE THIS FORMULA TO OBTAIN THE ANCHOR • • • Za 8 on 2-vr 1• 2 trr 31/8' 7• 2-U2' 1• 2-vr 7 3.118• r 0.49• 964• 0224• CAPACITY REQUIRED'CORRESPONDING TO AN ••••• C 14+4• W4• 1474• 2- t-v4• I4 1414• t-vs• 1-1N• I•ttr r rare• tare• t91•s ACTUAL PRESSURE REQUIREMENT FOR THE 390 Me 450 880tce t ml 270Me 200 M9 ONRM 7401M 4Me 664186 =9E all m9 442 We Me OPENING,WHEN IT IS LOWER THAN THE MUWON 4 nae 1.IrNinO.a/ammma 480 Ms 700 Me RIA IVA NIA IIIA 380 0e UTA IVA IVA WA IVA 882Ms 88s6E 1120 to CAPACITY(FROM THE TABLE)OF THE SELECTED 4 gxmirL O.QI Atgb49•Ma 790 MB 690 Be 15M 0E 1096108 610 nN s60 tm AfA 7601ts 748 ma am Me 18929E 682me 8158E 1120069 MULLION.IT WILL YIELD A MINIMUM ANCHOR a rEe®0.46 um. / 126 IUA wA wa r1u WA WA WA NJA tUA tvA IUA IVA IM r9A 1430b CAPACITY WHICH MAY BE USED TO QUALIFY Ms uede 226 Re 446 Es Wts 135Me 140 R9 177069 I 37016a 187 Ms 932 we 4738E 17009 22199 288 Me ADDITIONAL ANCHOR OPTIONS FROM THE ••••• 2AMh6e 1.16 2 O.C1F M9 NOIN WAtVA NIA tUA 080 Ma NIA IVA IVA WA WA 311 Me 442®6 8806E ANCHOR CAPACITY TABLE. PRQDULT'RWAM NOTE.FOR THE CFF"61J"USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. p� II1pFlodde aCode A 08 No •i. FIGURE 1: FIGURE 2: TABLE NOTES: )'-1.280•--{ • • • • . • O SEE SHEET 1 FOR SETS 2-4 INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION B i8rol a P"Itl CMould ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��t .(LYNN Mi�f/, N FIGURE �0,,. ....., �i 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR L7rACT DIMENSIONS,SEE 3.188' a�•' 1,tGENSF•••CF.,p ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Fe 9 0 0BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .288' No.58705 IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL •'�r FIGURE 4: FIGURE 8: FIGURE 8: �O S/;A "tIS - BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 1L 01 (U 1084-TS AND BEA MINIMUM OF.128"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND T p . 1.26'X 3.188'X.265'MULLION i� s •.,(i10IP •'\'C LLO El 048'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.128•THICK AND AX ALL F ..ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL- (1-tr4•vF MULWN) ��S�OLill #10&#12ANCHORS INTO WOOD MAYBE STEEL,18.8S.S.OR410SS. AE . FL P.E.#58705 TABLE 9A MultlanCapaa8yTable a731 ltgWidth(TorCaideeDy43 On tOmuleons)orOpeningHeighl(torhaftoNatyapawftmillons) t! 501. som Tom sole In tooln 140N I 1891. 118%3.28 R4elan9ller Tnp•Me.9. Rwnn2dar TraplAm9. t•6tan•ger T•pTQma. Ree•ngaer r14P�Ama R4ela.➢aiar TrepfAmO. R44IaagNar h0V161nQ. RaonnIIdv Trap TARO& Reotml2ular TreWTAmB Iteatan9u4ar TwpT4an9. C t X.100 L08ft Leafing Loa6ne Leadl09 Lwdn9 W-ft laade0 twit Lmdre Lwdf.2 tead.2 L-ft Loft Lording Loedba twdn2 Loadn9 Load09 �Y FR7i �Muf nbe 11111111111 fill fill is I If If If 11 1 1 1a III III I' ll, N d 11 1 11 1 11 1 H 1 11 1 11 IT I IT 11 IT 11 1111 IT H IT 11 IT 11 IT 11 1111 IT 11 it H 4215 trap 00 LMA 435 140 744 170.0 478 1m9 668 110 hoe t7o.0 982 170.0 8to 170.0 Ilia 1740 621 1649 ma t70.o 621 147.7 lite f70.o 621 toes iiia t70.o e4t e4e Ilte 177.7. 621 O 46M 170.0 706 1740 624 1r0.0 860 1740 am 187.9 sit 110.0 610 1447 978 me 851 130.4 876 17x0 6n 117.3 9711 limo 850 91.11 978 1740 aso 4/.7. am 170.0 680 73.9 978 170.0 117.0 W GOMW 170.0 747 Me 6B3 1740 898 170.0 of lay 927 170.0 87.4 131.9 977 1668 706 1172 917 17..01 1199 105.6 927 168.3 896 87.11 927 188.3 696 76.4 827 168.9 8s5 80.8 947 1649 ON � � ((� 661. 170.0-7B7 170.0 612 164.6 1188 1740 881 192.6 889 163.9 su 1169 889 141.8 669 103.0 BW 134.0 00 92.7 069 128.8 Bw 77.3 889 178.6 852 88.4 868 120.8 864 67.8 889 1248 662 m O ODI. 1432 740 141.0 034 1144 748 1929 827. 102.3 740 117.6 600 89.6 748 f2.0 699 78.8 748 101.0 02 71.6 740 888 ON 69.7 746 29.3 689 61.2 746 83.3 641 44.8 Ail 833 $83 to CCC�� N 6301 143.7 en 150.0 678 193.1 507 119.2 86e 8B4 en 100.4 650 77.3 0" 111.0 616 118.7 977 1442 1119 etA en BID 631 818 Bn 71.0 629 4/.Y 8n 747 829 38.7 677 78.7 7.08 O J J 68b 107.8 817 114.1 630 89.7 817 91.0 519 78.9 e17 843 009 87.3 91T 16.9 We 59.8 1117 728 494 63.8 BR 647 489 448 817 04.4 493 38.4 817 817 482 316 817 89.7 U2 728 82.9 618 87.1 450 Oat 516 742 440 592 618 644 182 61.8 618 50.8 426 48.1 618 642 419 41A 618 50.7 414 34.6 610 46.8 406 29.8 618 46.0 406 269 618 440 406 Z � 78 in 70.6 486 73.7 400 69.7 486 02.0 980 602 486 alb 990 44.1 465 49.4 984 $9.2 400 45.3 977. 37.2 486 422 374 244 485 343 387 262 465 388 384 22.0 466 382 383 7a la 652 441 040 387 64.3 441 67.7 979 49.8 441 640 372 40.8 441 45.4 386 38.4 441 41.8 350 32.6 441 347 368 27.2 441 3411 319 23.3 441 33.1 948 444 441 327 345 g Z 50 4 42.4 332 43.8 M $5.4 332 37.0 289 343 332 323 284 246 319 26.8 200 23.8 851 441 278 212 932 24.1 274 171 332 212 288 182 332 1 148 262 13.3.1332 1 147 I 280 1O 8681 35A 29f 35.9 260 441 281 30.3 2" 26.0 291 244 262 21A 2B1 23.6 21B 18.4 2s1 41.3 244 17.6 291 19.6 241 14.6 291 17.1 238 12.6 281 148 492 Z O O 1084 24.8 230 26 446 230 PI.i 206 17.5 290 18.3 201 144 230 1112 188 1Q x O 1181 .6 218 �.• 1h 149 91• got 19.4••181 ifl2 418 148 181 14.1 U18 HA 1811 • 12010 ITA 187 142 170 1t. 18 is! 4h 0000•• 0000•• to N I-- •• • 0000•• CLy�N 7WBIa6 • • • AnohorCa Table roe ANCHOR CAPACITY ADJUSTMENT FORMULA: • • • •• 2.iktlXia 3.BkCan. t2dU F81edl2Al1 PTWeoO Metal (Op-) ANCHORCAP.,®,,,,, 000 ••••• • • Anohor ,1100 Elan U%.. 1/4.Seo M. "llWe- 3flr Eiw1 W. tn'Me tltamm IW 68 Elan BItr E•o WSSEbO 610Skd U1281W 01281ml �)X MULLION CAP.a,,,v.,� ANCHOR CAP. Anell•TCRPP.n • AggleSeta U6raaon Agpreeeror 87.17.77.5818erea(t75) tlotexg151 USE THIS FORMULA TOOBTANTHE'ANCHOR • • EOpe Pr 2.67 r aur 3.10 1• 2.12• r alrr r 344 r 8.4r 0.94• I axe CAPACITY REQUIRED•CORRESPONDING TO AN ••••• Em -VC taro• 14W tan• r RAN• 1-w• 14W 1410 1414• t-1/4• r tars• Tara• I "des ACTUAL PRESSURE REQUIREMENT FOR THE 2AnAw0.7B•Mtn.O.C.•SUMerd ar088etd 390 Bn 45065 890ba I844 to 27060 280ms 354 ms 74005 374 ft 664 On OWOre 341 On 442148 68D 1m OPENING,WHEN IT IS LOWER THAN THE MULLION 4 1.trlXm.o.c/B1aMaN(oro8sel)Ctp(Fp.q: 46065 700 ms WA WA wA WA 350 m3 NV. NN WA t4lA WA 882107. 118s� tt2oms CAPAGTY(FROMTHETABLEjOFTHESELECTW 4 Analan�3• ../ A7g1B Qry9 MIN; 850.6 1167.ms 189885 540 ma 650150 ILIA 78000 748ma asoma 189285 1151 ms seams Il2.O m6 MULLION.IT WILL YIELDAMINIA1llM ANCHOR 361mM•®08P min. t .tor tFg.4): N/A wA WA WA ruA WA WA WA WA NIA WA WA WA WA 950 ms CAPACITY WHICH MAY BE USED TO QUALIFY • t ! ms 195 ma 225 lbs 44585 622 On 135 On 140 ma lnma 370116 1$765 392118 473Fm 170 les 22109 29D On ADDDTONALANCHOROPTIONSFTROMTHE • •• 2Awb=Q l.f6.8W0.C/F•Cl➢ 0X tbs 960 ma WA WA WA WA 18004 141.0 ILIA RIA wA wA 9N If5 442 ms 680 me ANCHOR CAPACITY TABLE. 01WCfRBYISBD 0.000• 9rhh the.0101108 01 FIGURE 1: FIGURE 2: TABLE NOTES: 1.280" D • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION • ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. adeProdud Comral t 11111)! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,\v LYNM FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �•; �,10ENSF'•,.Q CLIP MUSHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS . Lo 1 BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC 3D1 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 6: FIGURES GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL .100' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE �I - O S ATE 6083-TS AND BEA MINIMUM OF.10WTHICK.STEEL STUDS TOBEA MINIMUM GRADE 33AND I �� .,F(ORIOp•,'G�C�: . . • .046•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.128'THICK AND A34 ALL LQ ' 116•X3.�•XA0W ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.. • 910 8 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A LYNN Mil It P.E. FL P.E.9 68705 r TABLE10A _ Mu21on Capa4•Ity Tow baNP OpenbM Wd01(forvadice*Womfrlg mtftm)orOpening Height((or horlmdalysp9rWlg and tors) C �+ 5001 WIn 7010 BON 8o In tool. 120N 1109, 180N Red..gof. Tr.prrdvg. Red.aador Re TWIR18rtg. Redstgdr T.W&M. .len%ft Tsgrginng. Redopla Tnp/lrhng, R.dg%.W TuiplTdag. IPWAd tIN Tteylden9. RetlenCIA T• Tenng. RectengUst Tivoile.g. B 126X3.28 Lowing Lmdig �gi 6g L.edmg 1--fire to.dt L..ftLeedog W-ftp• L..ft Lc-ft te.dkg L..ft Lo.Tag LoWbv LmBag 1-fto U-ft A n. AEbe fig• fig• fig• •• B.. .. muma .. .. •� •�.. .. .. .. �.. �., by Mui2n v v n v v u ., v v u v u v v v 9 00 � � � ff �8 88 $ as � � 2 !� 8a � a"a a 3 � s � �& O 421. 170.0 820 110.0 436 170.0 744 170.0 478 110.0 888 170.0 606 W.0 092 170.0 618 110.0 1118 170.0 621 170.0 1240 110.0 621 170.0 1498 170.0 621 170.0 1196 110.0 621 170.01 1983 va.0 621 48N 170.0 708 170.0 624 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170A 661 94.9 1216 170.0 817 17DA 1411 tTo.0 680 1170.0 1700 110.0 680 169.1 1979 110.0 680 148.6 1978 110.0 880 W ISOMIn 170.0 747 110.0 683 1740 698 110.0 631 110.0 1016 170.0 884 110.0 1196 170.0 723 170.0 1946 1780 747 170.0 1491 170.0 769 170.6 1783 IT0.0 768 1616 t8T7 170.0 TU 133.6 1977 1704 766 641. 110.0 787 170.0 812 170.0 468 170.0 891 110.0 11181"-1 764 110.0 1216 110.0 603 170.0 MM 170.0 837 170.0 1594 170.0' 869 166.4 7769 1740 861 191.1 t769 170.0 981 117.3 1169 179.0 881 UJ � 07 I 9410 170.0 m1TOA 701 1740 1083 170.0 797 MA 1240 170.0 BTB 1740 1417 170.0 914 161.1 1611 170.0 986 146.0 16t1 1740 1033 1248 1611 Imo 1083 503.8 1611 1704 1083 90.6 1b11 110.0 1083 (!1 ,,ee 631. 170.0 930 110.0 746 170.0 lite 170.0 869 170.0 1302 170.0 940 16&8 13M 110.0 1016 1991 070 170.0 1078 126.3 1310 Sib 1082 1WA 1970 166.9 1072 89.6 1310 166.3 FOTO 11 1370 1661 1010 0. j Nis 110.0 974 170.0 789 170.0 1169 INA 903 INA 1201 170.0 1002 1301 1248 168.8 1013 121.1 1248 IVO 1000 108.9 1248 139.0 989 20.8 1248 130.4 948 11.8 1248 129.0 976 88.1 1248 179.0 976 72N 181.8 1"It 1704 818 13&8 1049 140.2 892 N9A 1619 192.1 176 t09A 1649 159.1 860 931 iW9 109.7 848 83.9 1019 102.7 838 699 1049 981 826 69.8 iWB 812 oz0 62.1 1049 91.1 820 76 N 1427 941 149.1 822 118.9 941 1289 80b 1019 841 1111 791 892 941 101.0 717 79.3 941 817 768 71,4 941 86.6 767 69.6 841 71.8 741 61.0 991 74.0 731 44.8 941 73.3 738 > > Z i 78 i. 132.0 894 131A 763 110.0 694 116.8 767 949 641 1024 763 �6 881 91.0 740 731 894 94.1 IN 66.0 894 709 721 610 893 70.7 707 47.1 ON 67.0 701 41.3 894 88.1 698 8010 864 04 671 81.1 696 71.8 671 14.9 883 B1A 871 86.7 bid 69.7 811 69.2 668 47.7 671 629 668 410 611 48.8 661 36.8 Bit 43.1 639 30.7 871 38.7 b31 28.g ®1 319 628 Q G 06N 70.8 690 72.9 617 510 690 81.4 618 60.6 680 694 608 44.3 600 47.6 602 393 690 43A 494 35.4 690 39.6 486 94.6 690 9L7 477 26.3 6!0 31A 469 72.1 690 79.8 464 • 103N 9.7 488 10� 411 414 d8 42. 414 35.6 468 31.1 408 311 466 329 402 274 468 291 328 24.9 466 27.1 391 20.7 466 23.6 382 17.8 486 21.2 376 16.6 494 18.8 370 • 1 4b.8 111 481 480 38.2 440 3.3 308 32.7 411 94.1 387 2&8 441 39.2 982 26.4 411 272 378 229 441 249 372 19.1 441 21.6 383 18A 441 19.3 358 14.3 441 174 361 in 4y • • 1�M 38.9 918 66� y4• 302 378 3L0 A 26.9 378 1 2&8391 77.7 378 23.7 329 241 318 211 326 9.1 318 19.6 321 16.1 318 18.7 314 e X N 21.0 162 1.2 1 24191 17.6 128!1 174 1 209 1 16.01 262 1 1&3 1 236 1 1 1 1 1V N Q •• • •••••• na. r y ,"bra �� • • AAr AnoharCepadlyTable(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: €(Y • 1eYr •• 2.7koNcmte 36kCtat. HW&N FmwcMU PTW000 M[!B) (DP )X(ANCHORCAP.,,�,,,,,,eANCHOR OAP.,,, g � • • «18'EXo WSS Ek 1718•EXO Ag sS Et.O Lno 1 ted #12311601 012 Stmt LLION CAP.,,,,,,,, ••••• • 6•EkoMram vrEkoullacOn BItCE14otRrmm vrEleoU9ra4on Bib) USE THIS FORMULA TO OBTAINTF{E'ANCHOR AnollerC6P Pelle • UBleton Aggrefiet« U9scon Aggr«38t« sner(a8)Srnw suer 8461 • • • 2-vr 1• 2-ur 341W l• 2-vr r avr r 3.100• r 0.48• aw o.32r CAPACITY REQUIRED'CORRESPONDING TO AN 074• Tarr lair lair r 1-vr 1-vr 1.1w 1-vr 1.1C t-iw r 11w tare' Was ACTUAL PRESSURE REQUIREMENT FOR THE 2A« 476•LBn o.c.Aelenalt.� 3sD 189 WS cools 1SU ra 27090 260186 M 943 7401x6 3146ba M S =08 34120 042189 68918. OPENING.WHEN IT IS LOWER THAN THE MULLION 1.11•tem OA Isrenmfg.•r 480Ms 700 On NA IUA NIA NA 300 Bs NIA ILIA IIIA IUA TDA 682109 886 M1 1120 MB CAPACITY(FROM THE TAS OF THE SELECTED 3.67 .CI !f ItSlMs M09 660194 15691109 1898101 540fts em 189 14A 760118 748 lbs am N9 1892 CB 6B2Ms 686w9 1170M MULLION.IT WILL YIELD A MINIMUM ANCHOR 3+rteMA®0.61•uN. / .t00•AION. Q NA NU tux IUA HA arA NIA IF IUA 144 WA eua tUA LUA 910118 CAPACITY WHICH MAY BE USED TO QUALIFY • 1 rcMrIF g 189 195®9 225 M4 446.3 672.9 136 Ms 14D109 17/Ms 370118 '947 Ms 39790 473 Bs 170M9 221 ma 2800X ADDITIONAL ANCHOR OPTIONS FROM THE PRODULTRBVLS]ID •••• 2AWrora 1.t8•t4�OW rs 360®9 IW LUA NA qrA 1800s NIA 1UA tUA LUA IUA SftM3 442109 660gs ANCHOR CAPACITY TABLE. BopI 09rflhtltnPl.ride •••••• O No FIGURE 1: FIGURE 2: TABLE NOTES: 1.260• �ro . i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION IatM ade Pro o«CO,drn ON LOADING.SEE SHEETS 2.4 FOR GENERAL.INSTALLATION METHODS. \1111111/ FIGURES 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �v .............. ., .... ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3�. ` F''•.F•f6 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLS)IN THE FIELD FOLLOWING DIMENSIONAL RFFSTRICTIONS �.; FloBE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS No.58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 6 FIGURE 8 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 624' '•.� S BE PRIESSI RE-TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.66.ALUMINUM SHALL BE SYATE OF 6063-T6 AND SEA MINIMUM OF AW THICK.STEEL.STUDS TO BEA MINIMUM GRADE 33AND ��`�.'•,,�/,ORSOP,.•'G�"t�' * • • 045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.128'THICK AND A38.ALL i S ANCHORS INTO METAL SHALL.EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.26•X 328'X 424• • @1D 8 812 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION ALYNN149117LP.E. FL P.E.T)68705 s TABLE I IA Maden CapadfliTableObod 9 OpeMngWillh(Wvafift WmfigmLVol•)orOpan111BHetght&rbwI-ftVspat*VML8ians) 5014 601E 7014 BON 8014 1004 17014 14014 780 N m� O 726X994 Reehlgtim TtWT,bq. Retl¢�Onr Traplldong. IROS lidm Trnp'Cdag. MelaagtIn TrepTdmg. It2da ls, T pm*nO. Iledo.9dm Ta,p?d.og. Radowin T1aplydng. ReetmOWar Tr4plidaog. Rott"dx Tr pTda.S o. x.624 L..eeg LeM9g Lording Loofto I.-ft Loaft 1-ft Loadng Loadng L..d,g LtedmO taadN9 Loading Leading Loxft Loaatg Ln.&g L-ft >f v u u 1, u u u v u o u v � u ru �� za M as a $� .1 ° Gf 421n 170.0 620 170A 435 170.0 744 1740 476 170.0 89 110.0 698 170.0 880 170.0 618 110.0 1116 170.0 621 170A 1240 170.E 621 170.01480 170A 621 170.0 1736 Me 621 170.0 1983 170.0 621 48 in 110.0 706 170.0 624 170.0 860 170A 614 170.0 980 170.0 630 170.0 1193 170.0 681 1700 1276 1100 677 170. 1417 170.0 680 170.0 1700 170.0 680 170.0 1883 170.0 880 170.0 278} 170.0 800 64626 14 170.0 74T 110.0 663 110.0 {96 170.0 631 110.0 IM 170.0 684 170.0 1180 170.0 }23 170.0 1366 110.0 747 170.0 U94 40.0 768 170.0 993 170.0 766 170.0 2092 170.0 768 170.0 2381 170.0 766 �L •� fn 6610 170.0 797 170.0 812 170.0 8SS 170.0 691 INA 1118 1700 764 170.0 12}6 110.0 803 170.0 14M 170.0 837 170.0 1696 170.0 880 170.0 lots Me 881 170.0 got 170.0 801 Is" 2407 170.0 9M 8914 170.0 886 170.0 701 1760 1083 170.0 797 170.0 1440 170.0 878 110.0 1417 110.0 811 170.0 1691 170.0 988 170.0 1771 1100, 1033 1700 4126 170.0 1063 118.3 2183 170.0 1067 129.8 21M 170.0 1083 fA co { 8310 110.0 930 170.0 716 170.0 1116 400 66D 170.0 1302 170.0 970 170.0 1488 110.0 US 110.0 1673 1740 1018 110.0 1809 1700 1127 168.9 2080 110.0 1169 134.6 2060 1700 1171 117.7 2080 170.0 1171 WVjy BBN 170.0 OT4 IMA 789 170.0 1169 170.0 803 770.0 1364 170.0 1004 1100 1660 170.0 1086 170.8 1769 170.0 1166 170.0 1948 110.0 410 143.0 1968 1140 1294 172.11 1988 110.0 1786 107.2 1988 110.0 1266 Z N K ^L 721E 110.0 1083 170.0 816 170.0 1275 170.0 1009 110.0 1488 170.0 1128 110.9 1780 170.0 1}78 164.1 1791 170.0 1916 138.7 1714 189.8 1986 5769 1751 166.8 5981 99.1 1731 169.4 1362 86] 1131 1602 1352 7814 170.0 1122 170.0 991 1740 1948 110A 1080 168.6 1668 170.0 1209 141A INS 180.2 1286 131.1 t666 151.6 468 117.9 1668 1411 !Ll 809 1668 128.3 1229 87.2 1658 1223 1219 73.7 1668 121.2 1218 ,� 7814 1}0.0 1161 170.0 987 170.0 1381 170.0 1116 166.E 144 1899 4d6 138.4 1177 162.0 1224 1212 1477 139.1 1208 109.1 1471 1289 1181 809 fill 118.8 1189 R.o 1477 110.6 1168 68.2 Uzi 109.3 1164 •QI a _ 801E 147.0 1110 116.6 BBB 110.0 1110 123.9 988 101.6 1110 107.9 961 86.8 11U 86.3 938 78.9 lite 87.6 97I ILO 1110 60.7 910 692 1110 7L9 891 60.1 1110 86.8 878 41.4 1110 67.7 BIO F j O 961. 117.0 976 120.3 YT2 979 976 101.6 966 83.8 976 889 842 ?3.2 976 78.6 626 66.0 976 T12 817 68.6 876 860 1107 48.8 976 67A 789 412 916 613 778 960 976 499 787 F G • 10810 622 711 66.5 711 70.7 866 66.7 771 619 674 SIA 771 64.3 684 44T 711 49.0 666 41.1 171 449: MT 31.3 771 369 632 29A 771 96.0 921 26.7 711 32A 612 _ �L �O • 44 76.7 790 R9 801 sit 736 �D 94.1 74 68.3 MO 479 730 /8.8 81S 42.1 730 46.0 872 97.9 730 41.1 BU 31.6 790 369 600 27A 730 310 689 233 730 28.6 681 V) • 1801. 69.9 924 1 199 624 511 !RD 42.8 6?A 149 652 31.5 681 39.4 dd4 339 621 939 617 30.0 62d 32.2 631 26.0 824 21.7 817 2tA 87/ 249 609 147 624 22.6 601 x y N • 1*IR 34.7 433 466.1 400 289 420 29A 396 74.8 433 26A 390 21.7 433 22.4 386 199 433 20.0 301 17.9 433 102 316 V N Q O 0 • • ••47.47• Oa. yyy ;** ANCHOR CAPACITY ADJUSTMENT FORMULA: w horCapadtyTableplla) ANCHOR CAP.••• 229Cmcttde 91aXCodt. Ho00a•WU FID60C6SU Wa00 M68I (l�)X ANCHOR CAP.,,,OM9 Eno 114.3019C6 6'19 EXO 114'S8 F3w Ate MBg a128led ailsteelMUWON A1XIro1 3719 pco w.aM uJ•Ekou0t8con 3119 FJco Maxon 1/4•ErowratMlip Pat�I7}6•• • • u0aonU&MM A99MUM SCMW(13M Sues M SCcer(66) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge M) t z-vz 1• 2-vz oars• r 2-vr 1• 2417 z 3.16• z 0.19 0.57 0.324• CAPACM REQUIRED'CORRESPONDING TO AN T.0ltaaX sre• t.V4' ts6t• 1814' r 1-v4• 1-vr t-ur 1-vs 1-ua' 1-ur z talo tare° taw ACTUAL PRE33URE RE4UIRFMENT FOR THE 4.79 m0 O.C.4sian Dar 011181 rob 890309 4Wft 690m i 194 270103 289m 3Nhe mas 3749» BN Im 948m 341m 442nd m9OPIIJINO,WHEN RIS LOWER THAN THE MULLION .Ir Slit OC./stonow cardad)Cip(flg tm T00m IUA ILIA N7A I41A 3800a IIJA IUA IW IUA NA mr" 86598 1120m CAPACITY(FROM THE TABLE)OF THE SELECTED m QTMN.D.c.I(2)215A110Cg0 �m 7mm 6m 9E ta60m laB8919 Maine asses IUA 7601116 74BIn 6mm INSad 68209 Bmme 1120 Ma MULLION.ITWILLYIELDAMINIMUMANCHOR O.N'MN. . o.100'A11m.l�4) IUA IUA NIA IUA N/A NA IUA H A IUA IIIA IUA IUA NIA IUA 7787mCAPACITY WHICH MAY BE USED TO QUALIFY m trim 226m 44Sm 8Y2m 1SSm 1406E 112.4 374169 107 ms 392 mf 413m 170®9 200 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBVTSBb 2AnMM 1.191 O.CJF OS SBDm N/A WA NIA NM 110 as IYA IUA IIIA IUA IUA 341 Me 442 US a60m ANCHOR CAPACITY TABLE BiiB�843040 �� •••••• 9.260' A04ep0�mNo FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION I e Pro u (.onlrot ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ``1141 f t I 1 r I21j1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. O .......••,(( �� FIGURE 3. �;••,tGENSg'•.F•Q �i ANGLE 3)MULLION AND MULLION(SIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3�• x CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _7't N,).58705 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •//'' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND �'O:u j.•'� (5•:4l FIGURE 4: FIGURE 6: FIGURE 8: BE PRESSURE-TREATED FCONCRETE BYELLOW SOUTHERN PINE WITH AN SGOF ,86.ALUMINUM SHALL BE TO ASTM C-90.WOOD SHALL %�Q'•,• S ATE O • 608:476 AND SE A MINIMUM OF.1001 THICK STEEL STUDS TORE A MINIMUM GRADE 33 AND G!d' ��'�� FCOR10�;.•'•�� 1 .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.128'THICK AND A38.ALL -�" 11%sS%NAX.E� • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIA.. "101111111,11 71 r 1111111 t 1 • 910&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.26'X 304•X.624' A.LYNN MILLER,P.E. MULLION FL P.E.6 6871711 Y J TABLE 128 - Mtiltlon Capacity Table Opening wdmobruedicavy-BpamkgmlLioro)a eningHelBht(0brltotlmldaByepmring e, 60 W Bo In "in eo to BO W 100!0 120 In 14010 Note 888(8090+er 7Y�+Bien9• aeMaeeu VWnW . I+eofan9uts TeW1Mn9• RCaaogWr L�IIM*ng. aeatmgWa Tre{JA+ay tt r iMpl81an9• ReeWmt+v Tt�IfAere• aminn9uler 7tep/Ma�• 2x4x28 8 Loaft Weng Loalg Loan9 ►Dant I-" Loa0g loading Lea t• Loa61Ig LoaM9 Leong Leong Laadm Loan9 LOang Ioa20 a Alum.Tube z mkm 42 In 170.0 820 170.0 435 170.0 744 170.0 479 170.0 638 170.0 508 170.0 982 170.0 619 170A 1118 170.0 621 170.0 1240 170.0 621 170.0 1468 170.0 1736 170A 521 170.0 190.1 170.0 521 Q r 170.0 708 170.0 524 170.0 050 170.0 684 170.0 202 170.0 630 170.0 1133 170.0 861 170.0 1276 170.0 a" 170.0 1417 170.0 880 170.0 See 170.0 1863 170.0 890 170.0 2297 170.0 690 60.828 W 170.0 747 170.0 BB3 170.0 898 170.8 031 170.0 10(0 170.0 894 170.0 1196 170.0 723 t70A 1345 Intl 747 170.0 1494 470.0 750 170.0 1793 170.0 76a 170.0 2082 170.0 756 17&0 2391 170.0 796 6187 170.0 797 178.0 612 170.0 MB 170.0 091 170.0 1110 170.0 754 170.0 1278 170.0 BO3 170.0 1434 170.0 837 170.0 1684 170.0 868 170.0 1813 170.0 861 170.0 2231 17&0 981 170.0 2�0 170.0 981 LU 60b VaO BM 170.0 701 170.0 toss 170.0 70 170.0 1240 170.0 678 170.0 1417 01.0 944 170.0 16M 170.0 M 170.0 1771 ,170.0 1033 178.0 2125 170.0 1063 IT0.0 2479 170.0 1063 160.8 26M 170.0 1083 8387 t70A 930 170A 745 Me 1116 17&0 060 170.0 8702 t70.0 010 170.0 1488 17&0 lots TMA 1874 17&0 1078 170.0 1859 'IMO 1122 IMO 2231 170.0 1169 166.7 250 110.0 1171 145.9 2653 170.0 1171 0587 170.0 974 170.0 780 170.0 ties 170.0 006 170.0 1364 170.0 1002 170.0 INS 070.0 1088 170.0 1753 t70A 1166 170.0 1918 170.0 1210 170.0 2339 170.0 1270 151.9 2437 170.0 1280 132.9 2437 170.0 1288 ffi, 72 In 170.0 1083 170.0We 17&0 1205 170.0 1009 170.0 1488 170.0 1126 170.0 1700 17&0 1228 170.0 5913 176A 1315 170.0 2125 17&0 1387 1468 2164 17&0 1488 1241 2184 170.0 IM t092 2184 77&0 1530 Z LULLS 7087 170.0 1122 170.0 937 170.0 1348 17&0 1080 170.0 1670 170.0 1208 170.0 1784 170.0 1972 186.1 1960 170.0 IW USA 1800 17&0 16011 123.6 1980 181.8 1026 10&1 1980 154.0 1696 829 1980 1627 1531 ' D. TBW 170.0 1161 170.0 957 170.0 1361 170.0 1116 170.0 1611 170.0 = 170.0 1842 170.0 1369 152.7 1881 170.0 t474 INA 1801 1811 less 114.5 1881 147.3 1473 08.2 1881 1398 1459 08.0 (801 137.0 1454 rA r a 90 In t7&0 1329 Im 11N 149.1 1398 IWO 1219 127.8 I= 136.0 1188 111.8 1388 121.3 1178 g&4 1388 1102 1152 119.0 1398 101.8 1147 74.5 1399 80.8 1122 632 1399 82.7 1105 We 1388 788 INS 9087 147.4 127P 151f 058 1220 1220 127.8 1079 105.3 1220 1112 1061 01 1220 0.9 1044 81.9 1220 69.8 1028 73.7 1229 824 _Lots 02.4 1220 722 993 02.7 1220 052 977 4&1 5220 82.1 867 Q C • 10687 103.6 1 .0 �7 813 97t 898 Me 748 071 773 029 1 e84 637 67.6 071 81.9 826 Bib 971 WA 816 411 971 49.0 799 378 071 44.0 782 32A Sri 40.8 771 N • •(�{�• gg,4 818 87.3 832 70.6 019 022 879 0&1 019 70.9 am 9 �44U 919 66.7 702 47.7 919 028 774 39.7 919 44.8 758 34.1 918 4&2 742 298 91s 37.1 m !n X • 120 W 02.9 BL6 706 63.8 M 022 895 472 780 40 780 4l.4 617 37.7 708 408 888 31.8 788 342 863 27.0 788 318 641 23.8 788 2&4 031 •• 40,7 618 N2 X44 36.4 37.0 493 312 648 3119 481 27.3 648 618 20.6 478 21.8 618 228 474 1&2 028 18.6 402 162 610 173 405 19.7 687 168 448 V N Q 1 T LE 12B • •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA a Z .(n 1�n go- 022222 Anah&rCe Table ba ANCHOR CAP.m„n,l • • 2.7806cate 3.6ko=. Ift" IS Feteeaau PT cod Wast iD�)X�MULLIONANCHOR CAP.,,, ••••• ••• !WS Bea 84.88IY ane•FAA 8r 83 Elto 010 Sled 0128188 91281001 ••A�ejl�Ctlp Petle • S�EftOMlata r etoU S iG ElmuSrecm yr ExouO aton USE THIS FORMULA TO OBTAIN THE'ANCHOR Um8t011 Aggraldcr U81etm Agglaiaa SCRw(0t6)8r2J(fib) Scrsrt�9 • • Ease vs r 2.1rr 1• ave 34w• t• 2.1fr r 24tr r 3•t•' r 0.49• 0160 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Fm 0 r 1814• 1-314• lair r 1.1141 1•v4• t-v4• 1•vr 1•m, t-IW r In. tae• tales ACTUAL PRESSURE REQUIREMENT FOR THE ae•cl e7s69noc.lslaaaooro•etceptPlg ma 390M5 45018. tauFas 27969 29gms 354 Ws 40 374 PA est 91698 34 In 442 ma am Re OPENING,WHEN IT IS LOWER THAN THE MULLION III 4Aahaaf12.66•WWo.C./( OMM(aaaet)C%W6.99 74oMo9 690 uesma faAms IIA 5s0ma WA =to$ NIA eeoma NAA 692ma eMma ttwme CAPACITY(FROM THE TABLE)OF THE SELECTED s 1.71.6118 O.C/8Is10aN{a aset?CgI(Rg.0 asaw 7F8 aro NIA ILIA 706&8 WA 79BIin NIA ILIA IVA 1022100 I=Re 1880 oa MULLION.I7 WILL YIELD AMN{MUM ANCHOR la•®3'8787. .C.l ArgbCBp9 •sets 680•. 1!180 ma IM Un 58069 IIA Mite 748W ¢Boma IN2 me 682MS BMma ilM Re CAPACITY WHICH MAY BE USED TO QUALIFY sAn0a9®s' ague 1(010.el' tttoma 117069 102069 234088 2844 ma Sao lm IIA 1140108 I1rl8a 1320 ms 2935 me t022ma 797105 aRo m9 ADDITIONAL ANCHOR OPTIONS FROM THE •3A.11da®1.94•min.oz.I uap, .1210 AtaO I A to NIA tUA HM IVA IgA IVA WA NIA WA ILIA 141A IVA ANCHOR CAPACITY TABLE taB•hlIN�O.M•WW.OA./U4.0p,1�0.126•AW. B) IIA NIA Nut ILIA NIA WA NIA IVA IUA ILIA WA NIA WA 29 ma PRODUCTRBYIb'BD 2aKIM 96RO.ClFAL-V gst STOBs 370 me 316•s 749 me 71288 N/A 280®9 NIA 318108 WA 440 EDB tUA M1ma 44260 46008 B Itk6lbeF1071d9 3AK 1.71• .O.CJ Faip".14 419 m9 626me "Re 879 me NIA N9( 302.0 NIA 9.08109 116.0 IVA WA 611- 684®6 8406 � 5 O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. DatO 4f/ CIRCLED VALUES ARE USED N THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3 FIGURE 4: 2.CW EDU 6 wleel Control • • • • • • TABLE NOTES 1)SEE SHEET I FOR • • GENERAL INSTALLATION METHODS.ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ` �ON E • • • • • �'�. VCENS •.,'P � FIGURE 6: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPEJING WIDTHS IS ALLOWABLE. Q '• • • • • 260' 4.000• =y¢' N0.58705 • • THE FIELD FOLLION LOWING DIMENSIONAL MULLION RESTRICTIONS SHOWN ON HSHOWN ARE NOT TO SCALE.FOR OE S 2CT 1.23.FIGURES SHOW SUGGESTED,APPROSIOINB,SEE SHEETS 21-23.HOLES TO BXNMTEEHHOLE • • • • ' �� -p trMt- W FIGURE 7: FIGURES: FIGURES: FIGURE 10: ANGLE CLQ 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE 13LOC<UNIT ''•.,PLOR%DP•"'C • •• • • (FIGURES 6&6) (CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ' ' Fi�•` 1-J.- • MUSTPAIRS ED GAUGE). TSHALL UC LBE TURALL N83-T5 EEL O BE ATML(NIMUM OF.1251 THICK STEEL STUDS TO BE A EAST 12•THICK AND A$$.ALL ANCHORS INTO MINIMUM GRADE 33 ETAL SHALL EXTEND AT LEAST SCREW D.04V THICK(18 2'X 4'X.2ti Ml1LLtON /i/I N;4'&[%t THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY B£STEEL,18-8 S.S.OR 410 S.S. A LYNN .# 870 P E. • •• • • FL P.E.#6870E TABLE 13A MulilonOa o Tab1a �� Opening WIEW(for1offloo yspamlrgrmflorm)orOp9nbtg Height(for 1%Wwnt*t8parr4rgrraftrls) Ni^e 60In Win min Soto 7010 I 10081 I1202 t1OIn 160 to G Rwton@A3r TMOTftg. ReatePou TMI)MIn1• Rwiang.Aar 7 ReeleOplm TIap Tdom Raaten w 71 Marro• Ro*o0w 720/(825!• Rmten010m 7712/7629• Ree1en114ar Trepfdeng. Ruotmlguim Ti�lOta1S• C4 2x6x.26 Lwft Loaft Loaft Loaft Loaft Loaft Lwft Loaft Loaft Loeft Laed'Ia Lwft Looft t02IM I.=" Laft" lo.MO L-009 aum Tube wmo "Y 421n 1740 820 1711.0 438 110.0 744 170.0 478 1702 888 170.0 600 170.0 99'2 170.0 518 170.0 1118 170.0 621 170.0 1240 1740 021 170.0 1486 170.0 521 170.0 1736 170.0 621 170.0 1991 170.0 621 � OM 170.0 708 170.0 524 170.0 MO 170.0 684 170.0 632 170.0 630 170.011`133 /702 681 170.0 1276 t70.0 077 170.0 MIT 1740 So 170.0 1700 170.0 080 Me 1883 170.0 SO 170.0 2257 170.0 1168 9OMSIn 170A 747 170.0 683 ITWU 810 170.0 OMM 170.0 1048 170.0 a84 170.0 Ilea 170 723 170.0 1348 170.0 747 170.0 1404 170.0 768 170.0 1703 170.0 788 1702 2002 170.0 760 170.0 2301 170.0 768 co U In 1710 787 Veal812 170.0 W 170.0 881 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1431 170.0 837 170.0 1884 170.0 868 170.0 1913 170 681 170.0 2231 17110 861 170.0 2480 170.0 861 W R m so In 170.0 888 170.0 701 1710 1003 170.0 707 110.0 1240 170.0 878 170.0 1417 V4.0 144 1700 1694 170.0 838 170.0 1771 JMO 1033 170.0 218 17110 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1083 J 831n I70 949 170.0 748 170.0 1118 170.0 8S0 1740 1302 170A 040 1700 1436 IMA 1016 170.0 1673 170.0 1078 170.0 1869 170.0 1122 170.0 2231 170.0 1161 170.0 2603 170.0 1171 1T" 2578 170.0 1171 � 6881 170.0 974 170.0 789 170.0 Ilea 170.0 am tido ISM VGA 1002 170.0 1638 170.0 1088 170.0 1763 170A 1166 170.0 1018 170 1210 170.0 23M 170.0 1276 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z 721n 170 1083 170.0 878 170.0 1276 170 1001 170.0 1488 170.0 118 170 1703 17110 7228 170.0 1813 170 1916 170.0 218 170 1387 170 850 170.0 1188 170.0 287 170.0 1030 170 3/00 170 1630 S� 7881 170.0 1122 170.0 947 170 1348 170.0 1080 170 1570 170.0 tze 172 1714 170.0 1922 170.0 2019 170 14M 170.0 2243 170.0 1506 170.0 2682 170.0 1629 170.0 3140 170 1894 170.03689 170.0 7706 j d Z 78 in is 170.0 097 170.0 1381 170.0 1118 170 1811 170.0 1260 170.0 1842 170.0 1389 170 2072 170 1474 170.0 2902 170 1584 170.0 2783 170 1700 170 3223 170.0 1777 170.0 3883 170.0 1708 J 11- 8001 170 1114 170 1694 170.0 1328 170 IM 170.0 1498 170.0 2126 170 1883 170.0 ?391 170.0 1711 17110 2888 170.0 1915 170.0 3188 170.0 218 156.0 3413 170.0 2273 198.0 3413 /702 2301 Q C 7 081. 17M 232 170.0 I= 170.0 14U 1710 ISM 170 1822 170.0 2287 770.0 17/1 170.0 2880 170.0 1982 170.0 2533 170.0 2086 1110.0 3119 /702 2336 137.t 3199 166.8 2470 120.0 3190 158.1 225 F- tt�7 � C a • 108In 0 1 170.0 13 1847 170.0 2231 170.0 1870 170.0 2�0 1740 2078 184.6 2781 170.0 7171 148.3 2781 18fA 7333 12&0 2781 140.4 2281 106.0 2781 126.0 2234 12.7 2781 11&0 2100 1 770 1 170.0 1988 770.0 700 170.0 2283 170A ISM 170 2021 770.0 MIS 161.0 2832 162.3 2245 138.0 2802 148.4 2216 1134 2932 128.4 2186 07.8 7092 116.1 248 68.4 2032 100.3 2008 LU52 17048 160• 1702 2126 170 1869 164.1 2262 169.0 1901 796.1 2732 141.4 1084 170.1 2252 1273 1916 10&1 2282 116.1 1916 00.1 2262 804 1872 772 2262 We 1918 07.8 2262 61.4 1808 � x � N _ x ?� •• 14411 128.0 7 1043 684 1118.1 1126 882 1714 019 fIW 76.2 1684 110.7 1390 694 1861 729 1373 622 1664 85.7 1366 60.1 1664 68.0 1390 71.7 1884 49.2 1305 38.1 1684 MA 1263 N b TAQ 138 • •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA, 80. 0,0414100 • a orCa ao Table s • • • s reb a.7k O3m2ie &6k caw NdbeCMu FaedCl9r PT MeW (�I X ULUON CAP m.�.�=ANCHOR CAP.,,, ••••• ••• • •„. &IV Ebo 1f4•ea Ebo 6JiS'Elco iM Eke Eio b'teal 5702 steal 672 ateet •A.*%Cup Pattens• /118127"^' Efao U11eaa1 ifd•EMe UI2e5a11 3/16•EkoUham. vb'Eke 1102oan NUmen Agpte6eta, IV El ASW 82nwUM 8224 tab) a 12 Stan USE THIS FORMULA TO OBTAIN THE'ANCHOR • • Ed1e 2.12 r 2-1/C 3118 r 212 r 2/7 r sua r 0.48 o.s4 0924• CAPACITY REQUIRED'CORRESPONDiNG TO AN • Em 41 144 1.310 117E r Mw VIM' 1414• 14W 1414• VIM r 1.318• 1818• 1284 ACTUAL PRESSURE REQUIREMENT FOR THE 76•Mm.O.a.ftrAreof~wwCaT0q.I ma moms 450 ma 699M ma V0 roa 354 me 749211 374 ma ON Its 341.11 44212 66o9x OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aneba3 4.88.0 7481.0.a I ow aa(eron"" #W* M-8. 90043 17801113 323248 54023 Maim =r. 1480 ma 748 me 12721113 189223 wits 88528 1170 m4 CAPACITY(FROM THE TABLE)OF THE SELECTED 1.71•MN.0.1/BteMad 033e6f71P IFID•f 11801bs /400 On 101023 2896169 WA M 9401be WA 1086183 WA NIA WA 1363 ba 1770 r13 2240 ma MULLION.IT WILL YIELD A MIM MUM ANCHOR 4 tare 443• / A1gbC7P3 780 m3 88023 1680ma 189823 61065 600i8e WA 78025 748 me 88028 1880104 682 me 888 a• 1120 me CAPACITY WHICH MAY BE USED TO QUALIFY • 8Awn"63- a AnObC0p3f .ek rm 186023 ISM 3120168 379223 Io60m3 1120 ms NIA Man 1498 m3 1780183 376418 1363 ms iMIb3 2248 ma ADDITIONAL ANCHOR OPTIONS FROM THE • 12Awb=@i.VhIhL0.01M2A5AMb CUP3 me 2100184 U40a13 3730be NIA NJA 13M ore WA 16.0185 WA WA WA 2046163 2651013 3360 PA ANCHOR CAPACITYTABLE. O))Ut. RSV69W 13V min.O.C./UCapA1b.126'A152.(li.8k WA WA WA WA WA WA WA WA NIA N7A WA HNA 7101 1610 m3 0�whhab"01lda B Anomie®040 Mtn. .129AWw(N0.8k NW WA WA WA WA NA WA WA WA WA WA WA WA WA 20819* F-2.�0'-•{ 1oa4pta¢wN0 �i-FVC7.0 2Anehae 4.80' O.CJF+COP".tOk 390 39023 450 ms 8901113 t818a13 2701113 28DIbe 30418 74023 374 m3 Webs MOM 341 ms 442183 660013 Due 4 Archoo 01.71'Ka.O.CJ .IIr 59011A 71101811 BOB 4s 12.08185 WA WA 170163 WA 899 no WA � NN WA 832 m3 6481611 112D ma •260• NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: omni ale PrOdud Comm FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES. FIGURES:FIGURE 114 ROLIRE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1777111 I 1!//7 LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �� (•,......k( '�i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$IS ALLOWABLE \•t�-.•'`,7GEr'ISF '•. • • • •• • (L000' • • • • • • •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS (40.58705 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ FIGURE 5: FIGURE e: FIGURE 7: ANG� SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. U/; UnPAW. CL9� 4}SUBSTRATl=6:CONg4ETE SHALL CONFORM TO Aq 307 3PEgFICAT10N3.HOLLOWAND GROl1T-FTLLED f, . gATEIW(FIGURE CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE TREATED 'Oil . ALOR70P] HUE MI7 T YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083-76 AND BE A MINIMUM OF.126• i,FS ••'•..THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUD .STRUCTURAL STEEL TO USED BI 'J,&ION. USED BE AT LEAST A26•THICK AND A38A ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW r X S•X.26' A.LYNN lU1LLER,P.E. THREADS BEYOND THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#68705 r TABLE 14A Mullion Capacity Table atl(1 Opening Width(lory tlaM epanringmtAon9)orOpeningHeight(for hod *spmvIgn Cons) C 50 in 6DN TOIn BO In coin SOON 1271• 14001 1601• °L ReoWr4Wer 7tepTAetg. Reetet•Uar T�ITOegg. Reotergl0er ftepT0en9. Reol r Ttep•TAan9. >� Tre74Map. Naz T C 1.28'k 2.11" L08ft Loa46• L-ft Loaft twit =wft Loaning Looft Loft Lwft Lwft uxtn9 Rl�reer TLeft Loaft Losom Lwdbv tw&rdA a 1! XTubeMull Z � m I.- 42 Bab 187.0 428 M02 628 Me 410 1030 828 138.9 414 901 679 134.0 411 fiat 628 INA 411 721 We !137.1 411 801 628 134.1 411 61.8 628 134.1 411 48.1 878 134.1 411 6.8 403 Me 333 806 403 04.7 328 880 403 68.4 320 604 403 81.4 317 83.7 403 79.1 316 48.3 403 76.8 314 40.3 403 Tae 314 34.8 403 VIA 314 302 403 789 314 J = 33 382 91.0 301 See 387 79.3 294 68.8 362 71.6 289 BL6 300 672 288 407 362 84.8 284 412 382 X838 283 34.3 302 638 283 28.4 382 83.8 283 26.7 362 63.6 283 .8 318 74.1 287 68.8 318 642 281 48.8 318 57.7 258 424 318 638 253 37.7 316 80.8 260 33.9 318 4a5 249 28.3 310 48.1 248 242 $18 49.1 248 21.2 318 49.1 246 km .6 268 63.1 219 4L2 268 46.7 214 38.3 268 407 210 309 � 37.2 207 27.5 258 34.9 204 247 258 .33.4 203 208 268 322 201 17.7 268 322 201 1S6 268 3Z2 201 J 7 234 48.8 200 36.0 234 39.1 198 3a6 744 34.7 192 207 234 31.5 189 237 734 20.4 168 21.4 234 28.0 184 17.6 234 28.8 183 182 234 28.8 183 13.4 231 286 183 .� d 7.2 213 38.4 187 3LO 213 33.7 179 286 213 288 176 232 213 27.0 173 209 213 28.1 170 18.8 213 237 169 146 213 22.2 167 13.3 213 72.0 187 11.8 213 22.0 16B Z co ffi• g 8.8 179 30.1 168 23.9 179 288 162 204 178 71.8 149 17.9 179 203 147 189 179 187 'I" ? �! 0.3 18120.4 140 20.3 181 2L8 187 17.4 781 180162 181 17.0 13328 162 23.8 133 188 152 189 131 101 162 17.5 128 H - 'a' TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z~Q Q her Capacity Table beANCHORCAP.,,,,,,m, r" X 61L3tmw 2.7a Cmemte Im cm. nomw CMU I FMd CW I PTWooO I Ltet• I X( )=ANCHOR CAP.,,, to •'- N18•Eko Or SS Ekd Gnr Eko v4•BBEko #10Sten #128fe81 9128tee1 MULLION CAP'""°^°° a- AnCIrorTyPB: 3�18•Ek000eem 774•Eloo UtllBLm 3116•Ek000azm 1/4•Eko UtUacm X AnohorCOp Pa@s�la •• 1m19[m A9gre62t4t lAkeom AQ7refirlM BCRg(66)Bereo((46) sd&1(� 113E CIT FORMULA TO OBTAIN THE'ANCHOR Y • • ••• EOge e(6n 1 2- i &1I1 s Ire r 2.17Y 1 212 r 8118 r am7 0.64 o92r CAPACITY REQUIRED'CORRESPONDING TO AN t= N •• fin 1SIY 14r4• t3/P r 1ar4• 1.87• 1.114' 1-114• a114 7-vs• r 1.3+8.• 15.8' valt� ACTUAL PRESSURE REQUIREMENT FOR THE • 4Af171.13413'M:n.O.C.7 Z< 0 / 1 T80 783 ma 680I[6 18600a 7141889 640100 68003 WA 7509• 746 88000 189299 GRUB IN 13088 OPENING,WHEN IT IS LOWER THAN THE MULLION Q O O •••••• CAPACITY(FROM THE TABLE)OF THE SELECTED 0.4,906 • • • • MULLION.IT WILL YIELD A MINIMUM ANCHOR _ • • • • CAPACITY WHICH MAY BE USED TO QUALIFY • • • *::a:: •.••• ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. •••••• TABLE NOTES: ••.••• • •• ••• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. mwum 11288' -1 eompiy6lg tsvibbu iL 1b9Florlda • 0.0 0 0• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ••f@6 1; • • ••0• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. _ ,.6.O •••••• 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 4 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,118' i a Ptedec9 Cm FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11%%A I i t It//"" ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125' \` �,0 ,....... Af CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0310.WOOD SHALL BE PRESSURE-TREATED ;`�� y10ENgF•,�F�:� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF AW I THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 128•X 211•X.12G MULLON No.56705 LEAST.12W THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW TFIREADS BEYOND INTEGRAL FIN MULLION) THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. t&iOF/S !rte�'•.FL .....`,•''•\'?� S trnnj7` A.LYNN MILLER,P.E. FL P.E.#58705 r TABLE 16A Mulilon Capalft Table-pamIAS Opening Width Qavarfiratlyap9fWng mt�als)orOpening Helght(torfolSzOr7a6y 9parrtnp»amore) ��1� 5010 BON TON 6010 11010 10010 12010 11010 IRON I2�1�1�¢dIl Reamoft 71ey181w19. Re¢Nn80lar I TwmwzRmttopuler TfWTftV. Rmfen9Unr mWre m ftewa9m Tom• Reelffladw beiwfdm�. Neewwor T�apfMmg. Raefet�gulm '7mM8er0• tieatm9Ner TieplTdmiy p$ 918"30 Loaft Loaft Le9M9 Loft Loed� Luft L-ft Lee•99 Loaft usam Waft Lowing Lom9a9 Lwft Lowing Lom)e9 Loft L ft OEM AL ia co S! . t-u o 4210 170.0 820 1170.01 435 170.0 744 170.0 478 Inc 80 170.0 606 Inc 992 170.0 619 170.0 1118 170.0 621 Inc 1240 170.0 921 Inc 1488 170.0 52t IMG t736 170.0 621 149.1117401 Inc 1 521 W 4810 170.0 708 170.0 524 1 Inc BSO 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 891 170.0 1276 170.0 OR 170.0 1417 Inc ON 162.2 t622 170.0 880 130.8 I= Inc 980 1%2 1622 Inc 880 � N BOA28tn 170.0 747 Inc 553 170.0 896 170.0 631 Inc 1048 170.0 664 Inc 1t95 190.0 723 Inc 1345 170.0 747 11942,1443 Inc 7118 136.0 1443 170.0 768 117.3 1443 170,0 768 100.0 1163 Inc 768 W 0 6110 170.0 78i 170.0 812 170.0 988 170.0 881 170.0 1118 170.0 784 170.0 1278 170.0 BOS 180.0 1363 170.0 B37 1443 1363 170.0 866 120.3 1367 170.0 661 103.1 1335 170.0 881 B02 5363 170.0 551 6010 170.0 866 170.0 701 170.0 1063 170.0 TBI 187.0 1216 Inc 878 14&1 1218 170.0 844 128-9 1218 159.8 838 1t8A 4418 167.1 924 97.4 1218 14&1 613 63.5 1216 148.1 913 73.1 1216 140.1 913 6310 170.0 930 Inc 748 Inc 1116 Inc 660 16&2 11W is" 833 131A 1160 163.0 914 118.8 1160 141.0 892 105.1 1760 1343 BB6 97.6 it60 Ux.7 871 78.1 1160 1283 870 032 1150 1203 M � W � 6610 170.0 074 170.0 788 16L4 1018 185.0 881 530.8 1048 14&8 884 114.3 1018 13&1 860 101.6 1048 1214 839 81.4 1018 11&6 830 78.2 IOU 108.4 921 65.3 1048 1032 818 67.1 10W 1082 818 Z to m 7210 110.8 880 147.0 781 117.0 880 12&0 748 100.8 880 110.5 734 8&0 8B0 100.0 722 783 880 91.0 712 70.4 880 88.2 703 88.7 890 783 893 609 880 78.8 608 44A 850 7&4 60 jLl W 7810 it&7 780 120.1 eW 89.8 790 1064 878 65.0 780 93.3 683 744 790 e94 652 88A 790 78,0 643 69.8 780 712 936 48.8 700 86.1 824 429 780 BLt 818 37.4 790 61.5 8t7 t a 7010 11&8 780 t15.5 667 82.3 780 96.1 544 7&1 760 954 632 693 760 77.1 921 61.8 750 70.0 612 65.4 7t• 667 605 463 760 58A 644 39A 760 K2 ee9 34.0 760 5" 886 Q Q m Q 9010 721 � 74A 600 60.1 603 92,0 491 61.5 693 54.8 493 4&1 50:1 484 478 40.1 SM 44.4 468 3&t 50;4 404 482 30.0 683 3&2 452 26.8 683 339 445 226 6% 31.8 442 9810 69.4 492 81.1 443 49.5 496 51A 435 0.4 496 44.6 427 37.1 486 3&9 421 33.0 495 35.1 415 2&7 186 332 408 24.6 496 28.1 4W 21.2 496 20.6 394 1&6 495 25.0 390 N LU M- O 10810 107 12.8 353 34.8 391 36.9 348 20.8 391 31.1 312 2&1 391 27.6 337 233 391 24.9 333 20.8 391 22A 326 17.4 391 19.7 SH 14.0 391 MS 316 • 111 N 36.4 371 3B2 380 92,0 370 33A 330 27A 370 28.8 328 24.0 370 289 Y20 21.4 370 224 318 10.2 370 204 312 18A 370 1&/ 306 N N • •560b 30.4 317 9 2811 25.3 17 284 217 317 226 280 IRS 317 IRO 278 1&0 317 174 273 1~.3 p Q Q 3 • 144 N 174 9 • 0. trf Q • AnohorCa d Table bs '' ANCHOR ANCHOR CAPACITY ADJUSTMENT FORMULA: • SebsUeta 2.7kCOlbide s.6kC91b. Ho0a1C9tU FBIe0C501 P7 AtaNi (DP_)X( )°ANCHORCAP.,,,, •••••• • • �11�'Eke lllUmm tw'alto NtreoSn 5fur Ee0 3118'Heo ltlOmon 114'Eko Utre9an tw•es Ebe 5158•Etao 1w•se ibo41"40:8W0123Wded 0128NdMULLK)N•j1404ojC6p Patle • A t05acOn ApyeOma Utt aeon A9metlefm038) 8eww(O q USE THIS FORMULA TO OBTAIN THE'ANCHOR • E69e 2 tIT f• 2-trt 3.119• t' 2-u2• 1• 2•u2' r 3.1.06• r AP 0924 CAPACITY REQUIRED'CORRESPONDING TO AN Em0ednl P law• faro• law• r 1.1w' 1-fw• 1-va• 1•fw• 1•u4• 1-u4' r 18' vmba ACTUAL PRESSURE REQUIREMENT FOR THE Atmhov8®PAfi•O.a! 0585/ 39 M 460to9 89044 i70010s 27D tJp 280159 364No 7w0m 374 roe Na 94e0m@3 880 Om OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Arollls®3A'99n ac.r(2J•�t•A1g10 CQp3/lFr•yt tam 780 me 790 as 1eJ0 Ns Swtm 540 We 66o tlm WA 1120 rm 7w roe 890 6m 10920» ms 1120 roeCAPACITY(FROM THE TABLE)OF THE SELECTED 2.7P BOa O.G/ 2t6A1pSe 05D6/ITi9.97 11200» 11200» M1130 92w100 2ffi41A WA Bw lbo WA 10590» WA 13200» WA 0.e 180011» MULLION.IT WILL YIELD MINIMUM ANCHOR ••••• CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE •••••• • •••••• ANCHOR CAPACITY TABLE. s wuh D �OD111 i •• FK?URE1.�••••• �9�ft do • • •••• TABLE NOTES: 8 Q�S�.,.�� ••••• 9 ••• •� • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. „ • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. leml Co09m1 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. 51 I 117 I1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 .125' \�� ONY LYNN M. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. C� FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. QC,,.•'•L)CENSF'•,•F� 3.260' 14': 7t:. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND OROIff-FlLLEO No.50%05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083.76 AND BE A MINIMUM OF.126• - U THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND A45•THICK(1S GAUGE}STRUCTURAL STEEL TO BE AT 3V BAY LEAST.126'THICK AND 0.38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MU Y O�.• Si i1.'((ff (/j\ • • THE MATERIAL.&10 8.H12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. F '•.;°<ORiOP,.•' \\�`� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. a�? A.LfIdpVIN1LL�R,P.E. FL P.E.O 68705 TABLE 16A k 9 Mullion C6 9e T•bte Opering Width((orlat•9ca*spudrg m 9cm)cr Opsning Height(tort1071mrlteb 6p6711nB Mtn-) 606 606 706 806 006 Mob 1206 1406 1606 Realen90ier Tmp'Idan9. Reo6i0Wer Tlepll0en9• Rm08l9ldaz 71g01t1a81. Rwfe�la TbIVT0a11p. ReCWguiar Tmp716.1p. RaalenAly Taa{JT0en9. Reo6ngi0er TteNTdeag. Reai®tplLar Tm{JTAu1p. ResLn9�8er Tmplf4sn0. p$> 3.26°46 Looting Loa" Coating I"" Loaft Lestilgl Loa" Lambg �➢ U dOg �0 1•oati11D Laedtq Lomft L6eQtte Loaft L�+g Loaft IiY BA MUu fillI a I a a a I , Is m Z 0 01, I"A 620 170.0 438 170.0 744 170.0 478 170.0 888 17H 806 170.0 092 170.0 519 170.0 1118 170.0 621 170.0 1210 170.0 621 170.0 I'M 170.0 521 170.0 1738 170A 621 180.3 1871 1700 821 � W 486 170.0 708 170.0 W4 170.0 no 170.0 884 170.0 1192 1700 830 170.0 113$ 170.0 681 1700 1278 170.0 OR 1700 1417 170.0 680 183.7 t837 170.0 880 1402 1037 170.0 880 122.6 1837 1700 880 N BOA261n 170.0 747 1700 883 tm 898 1700 831 170.0 1048 1700 884 170.0 11116 1700 723 170.0 1346 170.0 747 1704 1494 170.0 766 147.1 1652 AOA 788 12&1 15% 170.0 768 110.4 1682 1700 768 64 In 170.0 787 170.0 6f2 170.0 008 1700 891 1704 11t$ 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 166.2 1465 170.0 866 /2&S 1456 /704 661 110.0 1455 170.0 861 074 7455 110.0 bel y 806 170.0 888 170.0 70t .00.0 1083 1700 700 170A 1240 1700 878 157.1 1309 170.0 914 139.7 1300 170.0 896 126.7 IWO 1015 994 104.8 1300 187.1 982 W.6 1309 187.1 982 1&$ 1309 167.1 982 636 170.0 030 170.0 748 170.0 1118 170.0 860 1824 1247 17U 910 142A 1247 184.5 883 t2&7 1241 IV-$ 900 114.0 1247 144.3 652 964 1247 1382 MO StA 1247 136] 1X15 71.3 1247 136.7 936 W 086 170.0 074 170.0 769 7700 1189 170.0 800 148.4 tt90 10:7.7 965 129.9 1190 147.0 948 118.4 1190 739.0 028 1034 11110 12&4 914 884 4180 119.6 896 142 1190 118.1 893 84.9 1100 118.1 893 Z � 726 1614 1010 1694 077 134.7 1010 144.0 60 116.0 1010 127.2 842 101.0 1010 114.7 809 80.8 1010 405A 017 80.8 1010 Na 907 67.3 1010 90.8 796 67.7 1010 WA 780 603 7010 87.7 789 786 1374 900 1433 792 114.5 908 122.0 776 9&1 000 107.1 781 859 004 882 749 78.5 808 682 736 88.7 908 824 720 57.3 906 74.7 718 49.1 000 71.2 710 424 800 704 708 � Z a 786 127.1 081 13U 764 1009 881 tR.5 738 804 861 9&8 726 7&4 881 BBb 713 769 801 414 703 63.8 441 76.1 894 610 681 8&1 881 464 881 81.6 876 39.7 881 617 072 �" Q � a WIn 827 648 85.4 874 60.9 646 721 684 89.1 840 02A 664 81.7 818 WI 046 48.0 040 804 637 41.4 648 47.0 530 34.8 818 41.5 510 29A 046 392 611 28.9 801 3&6 607 o Oe6 062 888 70.1 608 88.8 688 69.1 409 4&7 508 81.4 491 424 868 �.6 489 379 668 41.4 478 311 608 3&1 470 28.4 888 13.1 469 24.3 688 30.6 452 21.3 888 2&7 447 N IWII� � � 1086 47.0 44% 48.4`•409 39.9 449 472 300 342 449 36.7 393 29.0 449 31.7 307 2&8 149 20.8 362 219 449 20.1 977 20.0 449 22.7 344 17.1 NOrOL4 381 1&0 449 189 360 0 1116 44.1 42� 4.0 9� 3&8 426 379 370 31.5 425 32.8 373 27.8 425 20.1 387 24.8 409 292 909 221 426 244 358 18.4 425 207 350 16.(1 425 3p -T O to MLA 1R 34.9 381 384 331 29.1 101 8 _128 219 381 28.8 321 21.8 384 228 977 10.4 384 204 313 173 861 18J 309 Q Z 0 1446202 2% 44 1113 17.1 •2d0 T LE 1 • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA' • • AnObar Ce OI Table be ANCHOR CAP.,,,,,,, Sobslmtx 2.7kCama 3Akc m. PAbwcmu F0e8CMU PT Ate9i �)X( )_ANCHOR CAP._, •••••• • • • Or Ebe 144 08 ma 5/1r E7o0 114•s9 Eb0 Oto steal Ot28teal M28teel MULLK)N •oyMYciC1P P•8e • A°atTV•&1f El.IOU.. fa Eka UB mm srlr Elm UO son W Ek0 tleraom tAOsoon At19reLbafa UBlaeon A99mealor e01ew(067 samw(G61 saew(a57 USE THIS FORMULA TO OBTAIN THE'ANCFiOR • • Eepagstanoe t 2-trr r 2.11r 346• P 2,- r z-1tr r 3-wr 0.4r oAP 1 324 CAPACITY REWRED'CORRESPONDINGTOAN ••••• •• • Embeen a• I-w Fara• 1.114• z t-vr 1.144 1•i/a• 1.111• 1414• 1.114• r 'aur 146• v16ee ACTUAL PRESSURE REQUIREMENT FOR THE 2Annom®rkw 0.a/t9lzkrvy6c"s1".17 8804413 48008 89008 Imrm 2700s 28008 3540s 740 on 374 ft ?M 94orm 34108 442MS 0s OPENING.WHEN RIB LOWER THAN THE MULLION 1 ®3.s►9. ./(27 An91s CBp41(Mf* 7044. 780 780 ms 1670 M. Mon 8400. 50008 WA 1120M6 743 M. 8801bs 189208 66208 886188 112004 CAPACITY(FROM THE TABLE)OF THE SELECTED . 41271•.0614 O.0 (21288 w. ! CAPACITY WHICH MAY BE USED TO QUALIFY 3 It200e t0100s 96808 22x6100 2254 ms WA 646.13 WA 101.000 WA 154008 WA 1022 ms 1327 013 1160158 MlAL10N.RWRL YIELDAMINIMUM ANCHOR ADDITIONAL ANCHOR OPTIONS FROM THE •••••• • ••i••• ANCHOR CAPACITY TABLE. camp" Ula P""• •••••• •• ulldiOA Coda 1 / •• FIGURE 1: • • TABLE NOTES: 1-10 1 � • •• •• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. • • SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Y4mtOt eCOOttd FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. \\111111,111" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \p .......... • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .126'Q.Y t\�:'L,\CENSE '•;F•0. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q . ' No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-F91ED n FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083•T6 AND BE A MINIMUM OF 13125• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT STATE W: LEAST.126•TRIC K AND A35.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3SCREW THREADS BEYOND �� 001210, • • THE MATERIAL.410&912 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A. ER,P.E. FL P.E.#58705 --1 1.aao• r-- --� ,.000• �-- I-,.000•-, r-,.26o•�I �� -m . Lana• �- -� 1.aoa• �- r I .125 t--1280' •n aeni 2.760• .126' 3.128• •1w 3.188' d.126' .125' 2 760' .125• 2.000• 2.000' 2.118' N 126• , 288" . 8 L .376' ' 1 T li ' I 1'X 2•X.1281 MULLION t'x2'X.3751MULLION P X 2.7SX.376•MULLION V X 2.76•X.880`MULLION 1'X3.12VX.V MULLION 128'X3.IWX.288'MULON 1.28'X2.11'X.IWMULLION Q N 8983.78 ALUM. 6063.76ALUM. 6083-T8 ALUM. 6063-TO ALUM. 8083.78 ALUM. 0003.70 ALUM. 80tsi-TS ALUM. X-SECTION XSECTIN XSECTION X-SECTION XSECTION XSECTIN XSECTION m N }-�f--.125' {-�x.128 --I I--.125' � y � 1 TI TABLE A Z LU g STANDARD CUP I 2X6 ANGLE CUP 6033-TB ALUM. �yTOALUM Dlmendon Value On) For Mullion: ? Q 2.000' XSECTIN 2.128' 11-CI.� 2.000' XSECTION A 1.625 Q. Z 126• I 0083-T$ X�SECTION I 125• B 2.854 1'X2'Aluminum V = L Alumbwm Z � ��33CCii C 0.895 Tube Mullion D 0.740 .,zsT • e• •740•"" B 2.404 A 1.125 1•X2•x.376• li 0 Y Aluminum S N y • • • •s .377 5000'{ C 0.836 Tube Mullion U � Q ''� 3.126' _ SEE MIN. _ .375'M16.1. I� D 0.490 a �� Q MIN. D AIL F. 4 ••c•tc • t • .338'MIN. A 1.676 �_ • r-------� - --- - --------- - --- B 3.000 1•X2.76"X t AJHOULE U-CUP A F-------1 •• L_ -_-•J •••••-J 6083-TB ALUM. `- "-------------- --' 2X8 ANGLE GYM C 0.767 .376 A11X1'llflum ••• •• • •t • TOPVIEW 8083.7� D 1.118 T�Mullion ••••• ••• • `'o••e6AMIDARD CUP CEt4TER OF ANCHOR HOLE MUST UE WITHIN THE E .450 Min. •a•t• 6063-T8 ALUM. _DASHED BOUNDARY.SEE SHEETS 617 FOR THE A 1.312 WRENH�O JJ Rr O��L�N=LJtE••TOPVIEW CENTER OIF LIENOR ANCHOR O.C.DISTANCE.MAXOAUM ANCHOR 1'X 2.7G X SHEETSP�2ANCI�R OA.••• DASHED HOLE DIAMETER:ANCHOR DIAMETER 1118'. B 3.000 .85C{ •••••tDISTANSX=. U-= M ANCHOR H L BOUNDARY.SEE C 0.478 AIUmInUm • D 0.838 DIAMETER AN N DIAMETER t �.... SHEET3 517 FOR THE 0 � ••••• ANCHOR O.C. TABLE B RODUCPRBBISHHD • •••••i •••••• POT Pert# A 2.000 armgtfytuswkhthe Florida DISTANCE.MAXIMUM 1•X3.126'X MINI Dimension(sheet 8 2.837 aalo8ca •• s.600' • see• .378' DIAMETER A�NCHtDR Mullion Std.Clip Offset Clip U.Cllp Angle Clip •�'AIS ocep�ry dao ••MIN.% • • • • M� DIAMETER r t/t8. 1"X2•X.125"(6) 68806 W0113M 881118M SM43M 665511M CD O,1 Tube Mull Seto _ • • 1"X2•X.375°(8) 88808 68114M M81110M SM44M 668512M A 2.826 I Product onuol r- -------------------I 1.26'X3.188' 1'X2.76 X.376(r7 887 88116M 6881120M 888245M 888513M B 3.282 F X.285•Alum I I f X2.76 X.850"(8) 66808 668116M 6581121M 668246M 666514M C 0.882 Tube Mug LYNN 1 i--- ---i D I B 1.762 1'X3.126 X.600'(9) W07M 6881116M M1114M 666242M WS5115M D 128'X2.11'X I ijI.2WX&18VX.2W(i2)j S8641M 166611117MI66611113MI SM41M I 668616M A 1.813 .121'Alum X No.58705 `------ ------ = I 1.28'X2.11°X.126(18) 89370 WA WA WA 88817M Tube Mull = 125' I C OFFSET CLIP Tfi OF TOPMEW 1)HOLES TO BE DRILLED 94 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. '.�,� SS. ; .740' .,LORIO UG „ G 2)SEE SHEETS 6.20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. '� � A.LYNN MIP.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.9 58705 --� 1.�0' � --{ 1.000• � 1A8x-1 • A� •386' � r .12b• ® � -i f- .126• &' q� 082' II p � 4.000' 4.00!3' 4.00.43r I 0' 2.826' 2.� .126' 808&78 ALUM. `•126' 2X6 ANGLE CLIP "•o .126• XSECTION I UCLIP 2'000' 6083•TSALUM. I .1�' I 6063-TO ON I X-SECTION .1$' m .126' .126' L 031• 1 .126' O 126 r CENTER OFANCHOR HOLE MUST UE WITHIN THE J .376' 'i�'J 376' DASHED BOUNDARY.SEE SHEETS 6.20 FOR THE _ ANCHOR O.C.DISTANCE MAXIMUM ANCHOR 1•X4'X.125� 1'X4'X.37S -T 1'X4'X.375 -T HOLE DIAMETER:ANCHOR DIAMETER+1118•. W 0 MULLION MULLION T-MULLION 6.600• Ems, G1 Z �j y 6083.76 ALUM. 8083-TS ALUM 0083-70 ALUM. 3.126' C� �CU .378• .MIN.375' F+ Q tO 376' CREATE F•Q.R,4 MIN. XSC-CTION X-BECTON XSECTION MN �-DETAIL F.SKEET 4 COZ 7 1280' .376' Z W S` r--"- , I r-------ti CENTER OF r--------- -----------i .376• 2 i i i i ANCHOR HOLE j MIN. m � 2 1266' it I I I I t i MUST LIE WITHIN I I n- THE DASHED I F I BOUNDARY.SEE 1= _-- _-- SHEETS 5.20 FOR OR 2.876' I I I I THE ANCHOR O.C. F I I I- a3o 3.04' i i I i i F I A�MMUM i i yW Z 3260` 3. 10D• L i i i I DIAMETER ANCHOR H� i I 14 14 ------- Q .100• 0D• ------� I �------'-� O�EMR+1118'. ----------- ---' • SQ • 2X6 ANGLE CUP:06 • • 824' STANDARD CLIP UNCLIP 6063.78 ALUM. ••• �I .020'1�-•1••••• -�{.820'h� • -�H .620' CENTER OF ANCHOR HDLE MUST LIE 6W3TOPV�. 8083-TTG BALUM. TORY EW WITHIN THE DASHED BOUNDARY.SEE PvIEW •••••• • • • SHEETS 620 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. • 125X 3.28'X.100' 1.26•X 3.24X. 4' • 126'X 3.84•X.824• k��R-MGGZI CHOR HOLE • MULLION • MULUW6•••• MULUONDimendon Value{]n) For Mullion: Dlmendon Value Qa)ForMWlion: • 6005•T6ALUM. 80�T8ALUM 6005-TS ALUM. ETER+11M8•. Goo*•JFSECTON• •• X-SECnOl1• •• XSECTION F 1'X4 F 1. 9. O 1.000 .125 O 0.600 X.824' • • • • • H 2880 Alunlletm H 1.436 Aiuminum ••••• ••• • •••• • • 3.408' 6.600' 1 3.000 Tule miclim 1 3.280 7bbe Mull)on ••••• �• • 125 •••• 1.8777 126• M .376' F 3.187 11X4•X F 2.625 1.25•X3.84• • • 1-37-P- o • •• I 0 0.767 .376' O 1.125 X.625 U •••••• _-____-� H 2. Alumlrann H 1.500 Alum)numh'INSw1lhlbe !odds • • ••• - I 3.000 Tube&T I 32130 TubeMWOan dlaStbN • I i i I i F 2.250 1.28'X328' F 2.813 30• Mull •••••• • •••• I 1 I ' I I O 0.760 X.100' F 2.876 458e Mu6 �. • .126• •• ••• H 1.500 AlumimnMl • • • • 12V 46° 2.260' i i I i i I •oeeo ;!-� • HI 3.260 Tube Mullion•• ••• I1I3.260. Y MULLION 3.260• I I I TABLE D \ r ------- - ------' Mull Dlmendon `% .,......,•�� /i 30•BAY MULLION • W63.76 ALUM. ` 1 I I I POT Part 0 OR>/� // 6063-T6 ALUM. I XSECTION I (dteet8) Mullbn Std COP OHeat COP U�Iip Anglo Otlp \,�'�.• VCENSF'•.F� X-SECTION 1 G OFFSET CLIP 1•X4'X.128'(1M 89384 688111M 601122M 888'241M 888818M �'• ••.* �� .126• I 6083•TBALUM. 1'X4•X.376•(11) 86810 6MI12M 6Wii23M SM42M SWiSM - , 14o.58705 .225J '22VT�-.981•• 4•. TOPViEW 11 Xx.378.7 IMB (11) SM M112M 1123M OWNIM BB�19M 740• * 1r = NOTES: 126•X&25•X.107(13) 20160 6861127101 M1124M 6882410M $W118M SATE F� ` 128'X&W X.824'(14) 28161 OM128M 88 li M 680a411M 6886118M '�•' 1)HOLES TO BE DRILLED N ME THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ON ON THIS SHEET. 'O VJ� 12VX3.84-X.824'(15) 20M82 6MI17M 8861128M 888241M 86�17M :'��.'•.,F(ORIUP.•'G,��.` 2 SEE SHEETS 620 FOR SUGGESTED,APPROM MATE HOLE LOCATIONS. 30 De0tea(19) 88849 WA WA WA e8B9110M % SS+ ........ 45 Degree(20) I 88880 I WA WA I WA 6685111M �OIVA1. .� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.'i,LY�INAI L61�P.E. FL P.E.O 68706 TABLE E Mull Dimension PGT Part# (sheat o) Mullion Std.Clip U Cllp Angle Clip I "�f`'125* FU'� .' 125 --1 I--.1252°X4"X.25(18) 88802 ON201M SM71M 8886112Mid2"X8"X.28"(in 88804 888202M 888272M 888 im STANDARD C.IP U-C.IP 2X6 ANGLE CLIP8063-TS ALUM. 8863•TBALUM. 806&T8 ALUMXSECTION 2.126• 2.000X-SNOTES1)HOLES TO BE DRILLED IN THE FIELD FOL1 OWING 125 .128' 125 t D3 DIMENSIONAL RESTRICTIONS OMEN ON THOS SHEET.2)SEE SHEETS 8.20 FOR SUGGESTED,APPROXIMATE I {-1.490'-- T HOLE LOCATIONS. 1.490• -1 W 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 6.600• _ g D U=1 HERE TO F�:3.600'-�'"� CREATE F-CLIP, 6.000' 378' W N 2000" .376' r SEE DETAIL F. .376' MIN. � Z ~ MIN. r SHEET MIN. .375 O t2t$btl ,25V y -- ------ --------� -- I� ffi - --------------- i I i I------ T Z L RK 4.000• i i I i i d a- v F -i----- -- - - -r 3.438' £ + 3.438' --------I V TX4'x2V I i i Z p MULLION I 3.438' I I Q 6083-Te ALUM. I I I I p O XSECTION MIN. N Z �- ------ ---I--- -------� -- -- L-------------------"--1 MW. J S2 �- STANDARD CLIP 2X6 ANGLE CLIP V Q U4:LIP,8063.78 ALUM CENTEROF ANCHOR HOLE MUST LIE 8083-TB ALUM. CENTER OF ANCHOR HOLE MUST L� 8083-78 ALUM. •2 • • WITHIN THE DASHED BOUNDARY.SEE TOPVIEW D FO X 4'MULLION SHEET I6 WRHOR THE DASHED 80UP1DARY.SEE TOPVIEW a •••••• ••• • : .*a. ••• SHEETS 6-20 FOR THE ANCHOR D.C. TOPVEW SHEETS 6.20 FOR THE ANCHOR O.C. x- • • • • • k!AUEI UM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE,MAXIMUM ANCHOR HOLE 6 6 6 6•• OR DIAMETER MUM WITH THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+IHB'. •••••• • • • • SH b•20 FOR THE ANCHOR O.C. • • • • 6.600' DIST MAXIMUM ANCHOR HOLE • • •••••• CUT HERETO DIAMETER ANCHOR DIAMETER+1/15. b.000' -moi CREATE F-CUP. • •••• --2.. _ •••••• MIN. r-SEE DETAIL F. MPI. MW. 6666• ••• 6.0.00 .378' • • 0.60• •• 6666 ----- I r------ � • • • • 00 09 • i icmq�tyinyvri0�dwptodda •0.66• i , , U • • • •6000• i I i I � � � �� 06••00 •6i06• i I i I • • • • -,-- -,- j • edod oMro1 66• •6.0 6.000" • • e ; -r-- - i 4.8�' ¢ t 6.438' �e + -------I • i I i 6.438' I 6.435 7 xe•x2e I I i I , , � •''LRCENSF ••.'� MULLALUM XSECION I ' TION No.68105 - i � .376. � i � '- ---------i MIN. %�(�•'•, ATE STANDARD CUP U•CLIP 2X6 ANGLE CLIP ��`•'•FlOR10P.•'•U,�. .Z80' 8063.78 ALUM. 8083.78 ALUM. 8083.78 ALUM ii SSJ �'.��`• TOP VIEW USED FOR r X 6'MULLION.SHEET 17 TOPMEW ,,, TOFVIEW A.LYNN MILL9 ,P.E. FL P.E.#58705 r 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+600.00.0 PSF. NO MMORS IN HEM 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 7r AND THE OPENING WIDTH IS 3r+32+1'-'.REFERENCING SHEET 25.THE COLUMN USING RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLtS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 24W AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. #L' ~SEE SEE FROM TABLE 3A,SHEET T.THE V X 2.75'X.376'MULLION(LENGTH o 7r,OPENING WIDTH-M MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-0&3 PSF AND WOULD Q ad FENESTMITON DETAILS, NOT BE SUITABLE FOR THIS APPLICATIOI•L b PFJIDUCT'S SHEETS s' APPROVAL\ 24 FROM TABLE 4A,SHEET 8,THE 1'X 2.76'X.060'MULLION(LENGTH P 7r.OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE a 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 036 LBS. WiLUONDo LEN 37H - 2)USE TABLE 46 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2XS W ANGLE CLIPSWITH(4)912 ANCHORS HAVE A CAPACITY OF 886 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL Z DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCITS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS.WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -J _ 24 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. g D'L o IN THIS EXAMPLE,THE DESIGN PRESSURE REWIRED WAS+1.00,0 PSF.T*OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS,ALTERNATIVELY, UJ 0 NOANCHDRB IN WnHXAV sILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: c I 0 (60 PSF)X 4i 036 F)=LBS 524.9 LBS (MAYBE USED TO QUAUFY#10 SYEEL SCREWS FROM TABLE 4B) hh ? THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.316`.THE OPENING REQUIRES A DESIGN PRESSURE OF+80.01.80.0 PSF. FOR THE VERTICAL.MULLION. Z~ O 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 37+7r+1"=106'AND THE OPENING WIDTH IS 38•+x'+1'm73'.REFERENCING SHEET 26• Q O THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.316'AND WILL EXAMPLE 2.MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0%56.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SI7J=,USE THE NEXT LARGER SIZE AVAMBLE. J MOLL wroTn FROM TABLE 3A,SHEET 7,THE 1"X 2.75•X.375'MULLION(LENGTH-108'.OPENING WIDTH a 80*)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-/-1&1 PSF 0_ '�I= AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Y • FROM TABLE 12A.SHEET 10.THE r X 4'X.2W MILLION(LENGTH=108',OPENING WIDTH=W)HAS A DESIGN PRESSURE OF+1-09.7 PSF WHICH EXCEEDS THE REQUIREMENTS AO OL O AN • • NEE FOR THE OPENING AND MAY BE USED IN THIS APPUCAT'ION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. O • • •• SDE D iT • FENESTRATiNM BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD r TO TFT:WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WDTH IS 36'+36'+r=74'.NOT 77 AS PREVIOUSLY "a ••• •• O$kM)S 9 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCA"FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN IRPPROV • • THE 73'DIMENSION(35•11r4r•Ur+r=73"). • ' • ' ••*08 i 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SLASTRATE.IN THIS EXAMPLE,ASSUME THE POURED r 1 CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CUP WARE TO BE CENTERED WITHIN THE B',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. • • • r E • '-- USING THE STANDARD CUP WITH(8)31`10'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND •IeHBsI• St • D;L�••• THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. • SHIR"24 • SHErj•• FOR THE HORIZONTAL MULLIONS • • • • • BECAUSE THE VERTICAL MULL WILL BE A r X 4'X 250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER • FOR • • •• 9900 RODIJCTRBVISSD ••y�i L/ G/ MULLION TYPE COULD BEgiOSEN. � plppp(�(pa • b� /f! •y,J�•e• 1)THE MULLION LENGTH IS 35'AND THE OPENING HEIGHT IS 3r+72*L-r=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALRRUWGULAR LOADING MAYBE 1 �j- ••• •• • •• ••• USED.FROM TABLE 12A,SHEET 10,THE r X 4•X.28M MULLION(@ LENGTH-42".OPENING HEIGHT=12V)HAS A DESIGN PRESSURE OF 0-770.0 PSF WHICH EXCEEDS THE No r • 0000•• _ REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPI}IGATICN.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. tZ0 •• • • o�.••• 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE Ir tw e, aet Control ••• •• • SHIITE • WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE In CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 20 ANGLE CLIPS WITH •:•••• �-s4 (4)3110'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 111 I!11 ANCHOR CAPACITY OF 521 LBS. `�\\CNV LYNN y11�7ji�i �a4.IroRlz 3e,HDRIZ 4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION.USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHOR ,��•' \GENS '• Q�� FAl1LL LENDIH MULL LENGTH CAPACITY IS 1074183 WHEN USING 3 ANCHORS,WHKN•I IS GREATEfR.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 L83.THE '•.� OPENINO WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. *: No.58705 _ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - f - +1-84.7 PSF FROM THE VERTICAL MULLION; N-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO CMU; •' I ATE OF `y4- M-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). •'•, THE LOWEST DESIGN PRESSURE IS+-54.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. %��S••,fiCOR%OP,•�G,\`� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULUON SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION ��'',,S%NAI-�y� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.L i MB(flK P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.O 58705 i EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUfR1ANGULAR LOADING: PW PIN PW I SHIDH SHlDH S%"wH SHIDH PW O t 4 4 4 4 ,i -.-I Y. — Ui O �r] LOADING OF VERTICAL MULLION LOADING OF VERTICAL.MULLION ca SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 3fl4 Z LOADING OF VERTICAL MULLION ply i ca Z 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION d PIN N Pw PW PWS` o 0 1PW `.� z 2 1 N SWDH SH9DH - - - SH1DH Q OJ SMH •• ..LOADRdO QQ..FF VERTICAL • ••• LOADING OF HORIZONTAL MULLION • SILL OF WINbOWS NOT AN� WITH INTERSECTING VERTICAL MULLION 1 r- •••••• • •• •• •• PWD/ PW ••••• ••• • 000000•0••• • • 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I •• • •• HANO• I NOTES: • Alm•• PW PW 1 OpUCT,,dlREVISEDft complyhl8 wlih Uca p1mMa • I 1)DRAW WGS ARE duns Otdt •• • • 0000•• 1 RERESENTATIONS OF TYPICAL IN. -4 ' • •• j F9y CONFIGURATIONS • %• i PW CONFIGURATIONS NOT SHOWN • / • • • •• �r • / • / / 1 / / MAY BE EXTRAPOLATED FROM // •• / � � 1 � � THOSE SHOWN. �. t N 2)IF THE LOADING TYPE CANNOT LYNN BE DETERMINED,USE `�•�t\O,.• ((�< �i PW RECTANGULAR LOADING. P.; �LCENSF PW •.x P4V I / 3)SEE PRODUCTS'APPROVAL FOR = :• No.56705 ACTUAL ANCHOR LOCATIONS. G PANEL OF HINGED LOADING DOOR NOT CAPTURED OR ANCHORED WITH ILNT�ERSECTING ING OF VERTICAL HORIZONTALLIMULLIONS j `r .'• tl a-• �s ' �� ATE f �. sGo :fl�., atomn�•:��t 1 LOADING OF VERTICAL LOADING OF HORIZONTAL A.CA N)IL�ER,P.E. MULLION MULLION FL P.E.#58705