The URL can be used to link to this page

WS-17-1229P q h' (GCp - GCp V (mph) 175 1620 FBC for HV HZ, or Fig. 26.5- la Risk Category H Table 1.5- I, page 2 Exposure C Section 26.7 Kd 085 Table 26.6-I, page 250 Kn I Figure 26.8-1, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degec s theta 14.0 degre. Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA # 009217 Intstuctions and limitations of Use Wind Velocites in South Florida Dade Broward Palm Beach Risk Cat. 1 165 156 156 Low risk to humans (farts, sheds) Risk Cat. 2 175 170 170 Single Family Residences Risk Cat. 3&4 186 180 180 Essential Facilities 2 3 4 5 6 7 8 9 10 11 12 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0-. Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). User shall determine the mean roof height (Eave height 0 Roof Peak)f2. End zone distance • the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" If 50% of a component is in a particular zone then that component is considered to be in zone with the majorlty of the area, If questionable then place in Zone 5 Each component, window, door, mullion has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. For NOA's that require a Kd=t.0 then multiply the values Idled herein by 1.18. Wind pressures are based on Allowable stress design. Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE #58214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2 No reduction is taken for slopes less than 10 degrees. Area of Component 10.0 sf Area of component 15.0 sf Ana of component 20.0 sf Area of component 25.0 sf Area of component Area ofenmponent 30.0 sf 35.0 sf Area of component 400sf Area of component 45.0 sf Arca of componmtt 50.0 sf Area of component 55.0 sf Area of component 60.0 sf Mean Roof Height Zone 4 40.1 15 -43.4 40.6 16 -44.0 Zone 5 40.1 -53.6 40.6 -54.4 Zone 4 38.8 -42.2 39.3 -42.8 Zone 5 38.8 -51.3 39.3 -52.0 Zone 4 38.4 -41.8 38.9 -42.4 Zone 5 38.4 -50.6 38.9 -51.3 Zone 4 Zone 5 37.9 -41.4 38.4 -42.0 37.9 -49.8 38.4 -50.5 Zone 4 Zone 5 Zone 4 37.5 37.5 -41.0 -49.0 38.0 38.0 -41.6 -49.7 37.1 -40.6 37.6 -41.1 Zone 5 37.1 -48.3 37.6 -48.9 Zone 4 36.7 -40.2 37.2 -40.7 Zone 5 36.7 -47.5 37.2 -48.2 Zone 4 36.2 -39.8 36.7 -40.3 Zone 5 36.2 -46.8 36.7 -47.4 Zone 4 35.8 -39.4 36.3 -39.9 Zone 5 35.8 -46.0 36.3 -46.6 Zone 4 35.4 -39.0 35.9 -39.5 Zone 5 35.4 -45.2 35.9 -45.8 Zone 4 35.0 -38.6 35.4 -39.1 Zone 5 35.0 -44.5 35.4 -45.1 41.1 17 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 38.9 -42.5 -51.1 38.5 38.5 -42.1 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 36.3 -47.2 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 41.6 18 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 39.4 -43.0 -51.8 39.0 39.0 38.5 -42.6 -51.0 -42.2 38.5 -50.2 38.1 -41.8 38.1 -49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 36.8 -47.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 42.1 19 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 39.9 -43.5 -52.4 39.4 39.4 39.0 -43.1 -51.5 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 37.2 -48.3 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 42.6 20 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 40.3 -44.0 -52.9 39.8 39.8 39.4 -43.6 -52.1 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 37.6 -48.9 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 43.0 21 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 40.7 -44.4 -53.5 40.3 -44.0 40.3 39.8 -52.6 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 38.0 -49.4 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 43.4 22 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 41.1 -44.9 -54.0 40.7 -44.4 40.7 40.2 -53.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 38.4 -49.9 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 43.8 23 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 41.5 -45.3 -54.5 41.0 41.0 40.6 -44.9 -53.7 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 38.7 -50.3 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 44.2 24 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 41.9 -45.7 -55.0 41.4 -45.3 41.4 40.9 -54.1 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 -43.5 39.5 39.1 -50.8 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 44.6 25 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 42.2 -46.1 -55.5 41.8 41.8 41.3 -45.7 -54.6 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 39.4 -51.2 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 45.0 26 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 42.6 -46.5 -55.9 42.1 -46.0 42.1 41.6 -55.1 -45.6 41.6 -54.2 41.2 -45.1 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 39.7 -51.6 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 45.3 27 -49.2 45.7 28 -49.5 46.0 45.3 -60.7 45.7 -61.2 46.0 43.9 -47.8 44.2 -48.2 44.6 43.9 -58.1 44.2 -58.5 44.6 43.4 -47.3 43.7 -47.7 43.4 -57.2 43.7 7-57.7 44.1 1 44.1 42.9 42.9 -46.9 -56.4 43.3 43.3 -47.2 -56.8 43.6 29�,.._ -49.9„ . e-61:6 r r -48.5 -59.0 48.0 -58.1 -47.6 .✓ 1 7.,6.1t 1146?3 , f g4.9 44.9 44.4 44.4 43.9 9 -5(13 a52-t-- 48 -i9A , -v8:a -25.) -4/.9 tvliami h res V iIaye APPROVED BY DATE ZONING DEPT r BLDG DEPT r� S ECT T� STATE AND COMPLIANC rH ALL7/D A COUNTY R'JLES AND REGULATIONS 42.4 42.4 42.0 04,4 • • •55.5 • -4%9 • 42.8 •12.80 • 4f.3 • • 416.8 a:55.g•� 43.6 -57.2 • 43.9 -57.6 • • • • •. 42.0 • -516 • 43•3 • •e/5�1 • • 416 • -51.5 • 41.5 • 44 5.5 41.8 • -45.8 •42.1 • -46.2 41.5 -53.8 41.8 -54.2 42.1 -54.6 41.0 -45.0 41.3 -45.4 41.6 -45.7 41.0 -52.9 41.3 -53.3 41.6 40.5 44.6 40.8 44.9 41.1 -45.2 43.4 43.4 42.9 -47.4 to -56.8 -47.0 42.9 -55.9 42.4 -46.5 42.4 -55.0 41.9 -46.0 • 6117 41.9 41.4 -45.6 40.5 40.0 -52.0 40.8 -52.4 41.1 -44.1 40.4 -44.4 40.7 -52.8 -44.8 77012 40.0 -51.2 40.4 -51.6 39.6 -43.6 39.9 39.6 -50.3 39.9 -50.7 40.2 PR 1*1 20 p. MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address:12 NE 101 ST MIAMI SHORES, FL 33138 (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 DOOR 15-0729.14 +75.0 -85.0 +40.1 -43.4 38 3/4 x 81 3/4 NO YES 2 WINDOW FL16736.2 +60.0 -60.0 4, 4, 110 x 62 ., y 3 4, FL16736.1 ,(, 4, 4, ,(, 51 x 49 3/8 4, 1 x 2.75 1, 4 4, 1/ 1/ 4, 4, 1/ 4, 16-0218.03 y 5 1/ 1/ 4, 4, y -53.6 36 x 49 3/8 4, 4, 6 1, ./ .l, ./ 4, -43.4 1, 4, 4, 7 NI, FL16177.1 +70.0 -70.0 4, 4, 18 x 371/4 4, 4, 8 1, FL5823.1 +67.5 -67.5 1, 4, 38 3/8 x 73 4, 4, 9 1/ 1, 4, , 1, 4, 1, 4 1x4 y 10 4, 4, 1, 1, 1, ,I, 35 1/2 x 73 1, FL9520.2 4, 11 4, 4, 4, NI, 4, 4, 1' NI, 1' 12 4, FL16736.1 +60.0 -60.0 4, -53.6 721/2 x 49 4, 1/ 13 DOOR 15-0729.14 +75.0 -85.0 4, -43.4 31 1/2 81 1, 1, 14 4, 1, 4, 4, 4, -53.6 311/2 x 79 1/2 4, 4, 15 WINDOW FL16736.1 +60.0 -60.0 1, 4, 721/2 x 491/2 4, 4, 16 1, FL13O1O.4 +67.5 -67.5 4, -43.4 511/4 x 491/2 4, ,/ 17 1, FL16736.1 +60.0 -6Q. Y ' •: 4, : , • , 5,;.b , • • 721/2 x 491/2 4, 4, 18 DOOR FL11103.1 4, 4,_. •: 3._: :•: FE • 144x80 4, 4, 19 WINDOW FL16177.1 +70.0 -70.0 4, -43.4 ... 181/8 x 371/2 4, 4, 20 4, FL6890.1 +67.5 -6i.5 :. ' 4,.. : • .53.6. �•. _ . 86 x 49 3/8 1, 4, 21 I 4, -I- W -I- W .L- . . +`7 .' . -. . W : , • - I•- '•• W •.. • .• -I- • • I W -I- W 22 4, FL16736.1 +60.0 -60.0 4, -43.4 521/4 x 49 3/8 4, 1, • • • 1 • • • . •. . • . • • • . . . •. . . • .•"•• • • • 1 . • . . • .• : :. .... , •• . FHA - DIAGRAM SHEET , ttlerriciar, 3 r . ThCsorragm-t rni gam's" vidsrnixtrit 'I ssszca c liaMorts MEASURING TECH MEASURE DATE 77.07,3.'" WST' EWS NANE FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL A OF FLOORS .44:Pec.) 0,14799 „,,eet/d-e A.A.- .... Florida Building Code Online Page 1 of 2 Fibrilla Cj» Trnentl Busines Professi n Regulation NO. urvpi KCIS Home I Log In USE( Registration Product Approval USER' Pubic USsr �NGtt; ,.u?,;L s!47/7trhst.`e., a `,reZaL: unu ( Hot Topics i Submit surcharge stets & Facts Product AsorovaLMeuu > t'rodu .sr AnPiicadon Swirl > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 0 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@icws.cc Koss Erin ekossl cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc lay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc HWindows orizontal Slider Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (or Standard) Equivalence of Product Standards Certified By •••• • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •••• • • • • • • • • • • • • • • •• • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 6o Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL16736 RL cC:1 rio- ?cVVS-. /1:5S200:_74x53.lMP?.pdf t. AAM A/ W D MA/CSA/ 101 /I . S.2/A44 0 -08 ASTM E1300-04 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2004 2005 2009 1994 • • • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2#IZm6... 6/24/2015 • Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 FL * Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74° x 63°, DP +/- 60 psf. Outer lite In I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 R1 II CWS-871B (HS-8200. 74x63. IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NQA 13-0129 27,odf FL16736 R1 AE EvaIRen CWS-871B (ij { 00 74x63 IMP1,pdf FL16736 R1 AE Quanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes • ■ • • • - 16736.2 HS-B200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, !11PikET,2 11" x 63.", X•OX Limits of Use Approved for use in HVHZ.:Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", OP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions • • • • FL16 36 R1 1I CWS-869B (HS-8201 111x63. IMPI•odf - Verified By: Lucas A. Turner 58l01• • • • • Created by Independent Third PastWis • • • - Evaluation Reports • • • • FL16736 RI AE DuPont PVB N0+11 )129 27.pdf • • • Fi..1.6236 R1 AS DuPont SGP NfiA•14( 02.Ddf • • • • �24 TL16736 RI S AE bvelRep CW5 V'V-8200 411243, IMP1.11df FL16736 RI AS Quanex (Mi grlf) 2-1017 02 r.:11- Created by Independent Thirdrty:•Ye: • • faecal •• • • • •• • • • •• • - • • • • • •• • • ••• • • • - •• Oonlxt t is :' 194n NQrth Monroe Street. Taitnheccsw Fl 'PTO,/ phone 850-487-1824 The State of Florida is an Aq/550 employer. Lepvrlpht 2f47-2011 State of Florida :: Privacy Statement ' • Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. IT you do net want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1T95. `Pursuard to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they harm one. The emits provided may be used for official communication with the licensee. however email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine if you are a Ikensee under Chapter 455, F.S., please clidcl. Product Approval Acceptor GI Credit help://www.floridabuilding,org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2f1Zmb.,. 6/24/2015 rir ENGINEERING & CONSULTING, INC. URNER 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 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 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-871B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1 A, -2, and -2A, by National Certified Testing Laboratories,•. • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 301, 202; 203 •' `94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMA/t36& : • • • • 101/I.S.2/A440 `08 '.•'• 4) Supplemental Calculations to support CWS-871B, signed and sealed by Lucasek!Ferner, 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. 13-0129.271 Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 • • • • • • • • • • • • •• •• • • • • • • • • • • •• • . • •• • • •.•• • • • • • •.• • • • • • •• • • • • •• I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. t**s�sstertiai�r v : No 50201 13 or itr M M il i 4 STATE OF :: Z, 4/18/2015 (t. *4 R t c; :•' , tf Lucas A. Turner, P.E. i,�#TtrOA� �" FL PE #58201 Lucas A. Turner 2015-04-18 22:21-04:00 ORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4" MAX. OVERALL FLANGE WIDTH 74' MAX. UNIT WIDTH 3T GLASS DLO 84 1/4" MAX. FLANGE HEIGHT 63' MAX. UNIT HEIGHT 58 13i16" GLASS DLO 0 59 &PIS" MAX SASH HEIGHT TABLE OF CONTENTS GENERAL. NOTES & ELEVATIONS SECTION VIEWS & GLAZING DETAILS..,2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 A 33" GLASS DLO 5116" MAX SASH WIDTH GENERAL NOTES' 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (EEO), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1998 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3, CONFIGURATIONS: 'Or, "X0". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E4 300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES AS1M E-1300-04. 5, ANCI4ORAGE: THE 33 I i3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd-1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS, 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 11. EXTERNAL WEEP SLOT - 1/4" x 1' LOCATED 4' FROM BOTH ENDS. • • • • • • • • • • • • • • • • • • • • • • • • • • MAX. UNIT SIZE DESIGN PRESSURE•RATIVG - I TACT RATING 74" x 63" +/- 6Q OSII • • liNFIGENISItE IMPACT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Lucas A. Turner 2015-04-11 15:18-04:00 Caotiogg WINDOW SYSTEM 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.GWS.GO 8200 PVC HORZ. SLIDER IMPACT 1111P st,OTODREIV No 58201 * * * • • SIY• STATE OF ;41/47 T. 0 Vo 1Sf e .. .......... -.°41;Okftt:t's-04. 4/1117172 01: LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY. 'DATE. ADE 1011013 DWac i REY.: CWS-871 SHEET 1:15 1 OF 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I INTERIOR SECTION A -A SECTION CC ALTERNATE FIN FRAME INTERIOR SECTION B-13 NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR, HEAD IMPACT HOOK (TYR) MIDSPAN OF SASH (ITEMS 35 & 35) X SWEEP LOCK (TYP.) ONLY ENGAGED PRIOR • TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS IITEM 27) • • • • • • IC— • • • • • • 1 111: ° iii_teLift" • • -,,,, _„—.....ip • • . 1 • • • SI • IA C.—QM] 1. GLASS BITE --,,,,s(=••=••••••.•.•......•••=0•N. • • • • • •• HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS MD • • • • • • • • • • • • • • • • • • • • • • • • • a • • • • • 7/ir OVERALL 118 ANNEALED or TEMPERED • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I. 00 • • • *I& 940 000 • • • 000 • • —7/16* AIRSPACE 5116" LAMI tar ANNEALED ..99I1 DUPONT PVB INT ERLAYER ANNEALED PURFECT GLAZE "1-1* SIKAFLEX 552 I NO SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. RUDER IMPACT 4/11/2015 LUCAS A. TURN ER, P.E. ;..E Fl.. PE # 58201 NORTH PORT, FL 342E8 1239 JABARA AVE, PH. 941-3804574 I DESCRPri5k SECTION VIEWS AND GLAZING DETAIL DRAWN BY: ATE LADE 10/10/13 O I: WS-871 LE7-- 1:2 SHEET 2 OF 5 PARTS UST ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H•1497 Reint, Sash Meet. Rail Keymark Alum 2 F1-1699 Rein. S.B.R./S.S.R, Keymark Alum 3 H-1836 Meet, Rail, Excl. Keymark Alum 4 H-6052 Sash TopBot. Rail Mikron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC 6 H-6050 Sash Meet. Refit, PVC Mikron PVC 7 H-6051 Sash Side Rail, PVC Mlkron PVC 8 H-6049 Main Fr., SH, W(Ftg., PVC Mikron PVC 9 P-3029 Screen Pull Tab Summit 10 P-3033 Screen Spring, SS Hurley 11 P-3113 Screw Support, PVC Team Plastic Rubber 12 P-3218 Screen Frame Allmetal RollForm 13 P-3228 Screen Spline, .155 Dia., Blk. Dapa 14 P4754 Screen Frame Comer Key Allmetal Nylon 15 P-3342 Seam Sealer, SM•5504 Schnee Silicone 16 P-3352 Set. 81k., 85 Dur., 1/8' x 5/8' x 2' Lg. Frankt-awe Rubber 17 P-3429 Wstp., 0.270 x .187 back FinSeal, GR, Ultratab 18 P•3539 A8 x 3/4' Square TEK 2 Zlnc Fastens! Steel 19 P-4730 N8 x 1/2" Truss PH TEK 2 Zinc Fastenal Steel 20 P-3752 Cap Plug, 1/2" Hole M&M Nylon 21 P-3783 or P-5250 Spring Lack, Impact, PVC Intotbck 22 P-4779 Roller, Tandem M&M Nylon 23 P4051 A8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 24 P-4069 Keeper, Impact, PVC Irterlock 25 P-4479 Weep Cofer w/ Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P4958 Rotary Lack Sullivan Zinc 28 P-4952 Keeper, Rotary Look Sullivan ZIr1c 29 P4959 Wstp., 0.420 x .187 back FinSeal, Grt Ultratab 30 P4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Rein. S.B.R.!S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lilt Mikron PVC 38 S-6013 Scrn. Adapt., w/ Nlb, PVC Mlkron PVC 39 S-6014 Scm. Adapt., PVC Mikron PVC 40 S-6063 Fixed Rail Cofer Mlkron PVC 41 5.6064 Glazing Bead Mikron PVC 42 GLASS SEE SHEET2 CARDINAL GLASS 43 Purled Glaze '14', SlketRex 552 Henkel / Sika Silicone ARE ALUMINUM 6063-T6 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS 33 3 9/18" PVC FRAME FLANGE-6049 j--23/16' •-31/8" PVC FRAME FIN6048 "1 3/16' 1/16' 1/16" FIXED RAIL -1836 PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TCP/BTM RAIL-6052 PVC FIXED RAIL COVER -6063 PLAN VIEW-1999 I / I 6" i _... 3/16" LI 3' PLAN VIEW-2000 t/2 11 SCREW SUPPORT-3113• • • • • • L • • • • • HEAD IMPACT HOOK- 1999 0 3/18" PANEL IMPACT CATCH - 2000 • • • •• • • • • .• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • UNLESS OTHERWISE NOTED! • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • } 1/18" SASH MTG, RAIL-1497 3/16" 314" tarsi„-4 S-B-RIS.S.R. - 1498 1/4' t.. 7!8" PVC GLAZEBEAD - 6064 1/2"-.11/8"•"1 — 1i18" PVC SCREEN CATCH - 6013 5/16' CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 15/16" 1 1116" SASH REINF, 1699 7/18"--7 h»- 1 1/4" PVC SCREEN SUPPORT - 6014 --1116" ROLLER TRACK- 1776 r7/8"` 1/16" GLAZE BEAD -1112 3/8". F-1 5r18' 1/16' PVC ANTI-UFT - 6005 WINDOW SYSTEMS I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CO 8200 PVC HORZ SLIDER IMPACT %Im mo%N rlf#,!„� . No 58201 FF++ *" * Sicr 1.1:I". STATE OF '.(OAlbop`�•� 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 bESCRIPt10N: ROM AND EXTRUSIONS 12 1/2" MAX. O.C. (iYP.j 6" MAX. (TYP.) 6' MAX (TYP.1- 17" MAX. O.C. (TYP.) --1 `�-3" (TYP.) �3" (TYP.) I I i t I —� SEE NOTE 2 X (TM INSTALLATION ANCHOR (TYP.) 4" MAX. (TYP.) ' -«I-B` MAX O.G. (TYP,) 4' MAX. me.) , MAX. O.C. (TYP.) X ANCHOR LAYOUT - (FIN) SEE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE I I ER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 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 BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS S LL NOT E U. E IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. • • • • • • • iA . • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU C•''ENINGEIMOEDIE11L SyALb E BEYGVD WOOD BUCKS, 1F USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCK& BET EETETHE PRODUCTNW7SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. • • • • • • • • • • • 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL 8, WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED 8Y THE ARCt TEST•(•R ENGIWEER OF RECORD ANp INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOIRE • • ••• • • • • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONL•BY OTHERS i4LLVWtNG•IHL•CURREM:ERSIOD OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAAMDMA250(BOX WINDOWS), FMANVAJWI3 300(EXTE:IORQd1RS) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • 000 • • Carr:1 U"" WINSSYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS,CC 3t PVC HORZ. SLIDER IMPACT M Y d W d BY: !DATE: 0 to } Lc cc LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 B SHEET 4 OF 5 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE �^— I MIN. EDGE DIST, SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHOR MIN. EMBEDMENT SEE TABLE I 1/4" MAX SHIM 1/4" HIM MIN, EMBEDMENT SEE TABLE I MN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 U4' MAX. SHIM ---{ ►- INSTALLATION ANCH SEE TABLE I HORIZONTAL SECTION 1—SUBSTRATE BY OTHERS SEE TABLE 1 MN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRA14lE ANCHOR TYPE MI . NOE CONCRETE RE KSI MPL) 3116' RW TAPCON 1-1/2' 1.1/8" FfT C7 iF1CN[7 r11T PCF MRI }t1S"tn TA Rf tSR T— 2" FLANGE CONCRETE (285 KSI MN.) 3r16" ELCO ULTRACON 1" • • r• • • FLANGE GROUT -FILLED CMU (ASTM C-SO) 3/16' ELCO ULTRACON 1-1/4" • • • 2412 • • FLANGE 2X MN. SOUTHERN PINE (G.0.55) 3/16' flW TAPCON OR ELCO ULTRACON 1-y8• • • 715" • • FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 13/8" R • • • • 7/8' FLANGE 16 GAUGE (0.0601 MN. STEEL STUD (33 KSI YIELD MIN) X10-16 HIL11 KW1K-FLEXOR MA(FULL TENS SELF-DRIWNG SCREW THREAD THRU 0.060' 7/16" FLANGE 1/8' ALUM. (6063-T5 MIN.) OR 1/8' STEEL (33 KSI MIN, ) #10 GRADE 5 SELF -TAPPING/ DRILLING SCREW FULL THREAD T}#tUQ.125" • „ • r • • � !16' •- : FIN 2X MIN. SOUTHERN PINE (G=0.55) 48 WOOD SCREW 1-1/2" • • ;1 2 • •- MN. EDGE DIST. SEE TABLE i 1/4" MAX SHIN SUBSTRATE BY OTHERS SEE TABLE 1 MDL EMBEDMENT SEE TABLE 1 ____i PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION PERIMETER SEALANT------^"-'� BY INSTALLER • INSIDE irlDy7UT • • • • • • • • D HORIZONTAL SECTION • • • • • • • BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION • • • • •• FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED - MIN. 1/4" FILLET O) CONSTRUC11ON-GRADE ADHESIVE CAULK IS APPLIED • INSIDE AND PJT!FULN,. PERIMETER, BY INSTALLER. • 1Ci • PF�DD1•�IMI �,E IS IN ACCORDANCE WITH REQUIREMENTS AS • • S 4�NN FO G WINDOWS. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • ••• • • VWNDOW MITERS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WW W.CWS.CC 8200 PVC HORZ. SUDER IMPACT ,r�CEN8 r• N• 58201 y-39 11! ; # -0: :tiltSTATE OF i°ti,A (fir v°i8'ONA n * Zz 4/11/2015 LUCAS A. TURNER. P.E. FL PE* 56201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941380-1574 DEELNFTION: INSTALLATION DETAILS RAW E ADE 10/10/13 DINO 0: CWS-871 Y.: B SHEET 50F5 • Florida Building Code Online Page 1 of 2 Busine Profess! na Regulation KG BCIS Home I Log In User Registration Hot Topics Product Approval USER: Public the: Submit Surcharge Stets & Foos Product Improve) Meryl > Product or AooIk th,n Search > Ateicahon i k1 > Appil FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekosstitcws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekossilcws.cc lay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jiathrop@cws.cc Windows Horizontal Slider c a>tilt Nf:.il • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • •• • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ei Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/ W DMA/CSA/ 101/I. S.2/A440-08 ASTM E1300-04 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 .4x63 1MPLndf Year 2008 2004 2005 2009 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6... 6/24/2015 • Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 FL # Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or Ox. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in 1.G. must be safety glazed when used above 30 ft. in HVHZ, Glass complies to ASTM E1300-04. Installation Instructions fL16736 R1 II CWS-871B (HS-8200. 74x63. IMPknd( Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 ?7.od(• • • FL16736 RI AE EvaiRen CWS-871 Fi (HSppt700 `4v6*� • JMP),pdr • • • • • • FL16736 R1 AE Ouanex (MikraLhip•A 4-1017 0=.o4f• • Created by Independent Third Party: Yes • • • 16736.2 HS-8200 PVC Horizontal Slider • HS-8200 PVC Horizontal Slider, Ill419i4CT!1911" x 63", X(PX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lice in I.G. must be safety glazed when used above 30 ft. In HVHZ. Glass complies to ASTM E1300-04. Installation Instructions • • • • • • • • fL16736 RI 11 CWS-869B (HS-8iC4).L11x63, IMPlamif • • Verified By: Lucas A. Turner 582in • Created by Independent Third Patty. Yes. • • • • Evaluation Reports • • .1. • • • • FL16736 Rl AE DuPont PVB NC46•43i4 9 27.pdf • JL16 36 RI AE DuPont SGP NC#t4 11.06824 02.odf FL16736 R1 AE EvalReo CWS-QG9B (H598200 ;jai:. IMP).pdf • • • pl 16736 R1 AE Ouanex (Mikro:t N�lRi 1 -1017 UV( Created by Independent Third Parr. Yesi • • •• flack' contact t15 : 1440 North Amore SLreet Tallan,i sew FL 12194pborte: 850-487-1024 The State of Florida Is an ANEE6 employer. Copyright 2007-2013 State of Florida, - privacy Sta -:, : • gate sat ;; Jif(ll("t Statement Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact S50.487,1395. .pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an coal address if they have one. The emalls provided may be used for olltdel communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F-5., please dick Isere Product Approval Accepts: ll® %t CreditAIFE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu&ob1%2f1Zm6... 6/24/2015 URNF,R ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 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's Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (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. Installation: Units must be installed according to approval document CWS-869B. Technical Documentation: 1) This 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•kabaratoriesf 7.• Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TW3 pf, 202, 2063 • `94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMA/ESA• • • 101II.S2/A440 '08 ••••• ••••• •II AI 4) Supplemental Calculations to support CWS-869B, signed and sealed by Lucas A ¶l tner, P.E • • • • • • • •• •• •••. 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. 11-0624.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.02t 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`h Ed. (2014) Florida Building Code for use in this product. •• . • •..• • a ••.. • • • • • .. • • • • • • • • • •• 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. IP%ORE vte • No 58201 11: STATE OF 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-18 22:21-04:00 64 MI 01 R. HE HORIZONTAL SLIDER - LARGE MISSILE IMPACT 11L 114" MAX VYtMALL 1-LANGe WIOIH 111' MAX. UNIT WIDTH -r 49 15J 16' GLASS DLO -.— 24 5/8" GLASS DLO 114' 'X. 1EP,ALL MKT HEIGHT ! 1 T I I 1 GLAASS6 t O 1 ! E X r D 561 D GLA DLO e 59 MAX. SASH HEIGHT 8/16' ( C s� < 0 } A . C -10-1 A - MAX, SASH WIDTH TABLE OF CONTENTS GENERAL NOTES 8 ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS a GLAZING DETAILS3 EXTRUSIONS & B.O.M4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 GENERAL NOTES, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FEZ), CURRENT EDITION INCWDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: 'Or, "X0". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR DETAILS, WINDLOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR CALCUATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS, 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION 1-1S-6200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 - FIXED SASH 10, SECTION CALLOUTS APPLY TO ALL ELEVATIONS N A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT =1/4' x 1" LOCATED 4' FROM BOTH ENDS, •• ••• • • • • • •• • • • • • • • • • •• • • • •• • • • •• AX. UNIT SIZE 111"x63" DESIGN PREs$uRPRATIVG +/- 6VPSP: • S • S ; IaAIiGE.1111SI�E IMPACT ) • •• • • Y i+•• • • • • • • • • • • _ I NJPRCI1 A►I NG • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Lucas A. Turner 2015-04-11 15:17-04:00 Cattorm WIINDOW�W SYSTEMS e 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWW,CWS.CC 8200 PVC HORZ. SLIDER IMPACT o 0 tu a ESCRIPTION: m LUCAS A. TURNER, P.E. FL PS 4 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH.941-380.1574 13`FE81' btsrsllrnon: GENERAL NOTES AND ELEVATIONS N 8Y TEF DWG M: CWS-869 B SHEET 1 OF 6 7;0' OVERALL ale" ANNEALED OR TEMPERED -tfa" AIRSPACE —3't8' ANNEALED .090 SENTRY GLASS 9ONOPLAST INTERLAYER 1SB' ANNEALED PURFECT GLAZE SIKAFLEX 552 BITE CLASS TYPE FIXED GLASS • 7i8" OVERALL IEALED OR TEMPERED 3'8" AIR SPACE LAMI 18' ANNEALED UPoorPVBINTERLAYER EAL ED PURFECT GLAZE "H' SIKAFLEX 552 CLASS TYPED ASH GLAS •• • • • • • • • • •• •• • •• • • • • • • • • • • • • • • • LASS 01TE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • arse 1900 SW 44TH AVE... OCALA, FLORIDA 344174 W WW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT ,% ��rifnrMp jNORE1v y,. No 58201 •.'14 :t STATE OF 4/11/2015 LUCAS A. TURNER, P.E. FL PE 4 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SWAT 1'+R§!'APRON: GLAZING DETAILS ;LATE: TEF 10111/13 REV.: 8 SHEET 1:1 I 2OF8 INTERIOR SECTION VIEW A -A INTERIOR SECTION VIEW C-C ALTERNATE FIN FRAME .—HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES ° ° ° °° ° ° °° °= ° °°° °°° ° ° _ HEAD IMPACT HOOK AND °° SECTION VIEW D-D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNlITS. REQUIRED ON FIN UNITS. .JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS JITEM 23) LOCATED A' THIRD POINTS. EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. r900xw44THAVE, 8200 PVC HORZ'SLIDER IMPACT � � � �uj � � " xz 4111/2015 �o � m � mnAoA. TURNER, P.E. FL PE # 58201 ,oeJmBAn^AVE. NORTH PORT, FL 342a8 PH. 941-380-1574 ° ° ~-~— ION VIEWS n GCALE� | nvsEr / oora PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 2 H-6049 H-1681 Main Frame, SHHS, Flange, PVC Fixed Rail, Heavy Duly, Aluminum Mikron Keymark PVC Alum 3 S-6077 Cover, HD Fixed Rail, PVC Marron PVC 5 P-4638 #8 x 2 1/2" Ph Mod Truss Type A TEK Ajax Steel 6 P-3342 Seam Sealer, SM-5504 Schnee Silicone 7 S-1776 Roller Track Keymark Alum 8 S-6013 Screen Adapter, Jamb, PVC Mikron PVC 9 S-8014 Screen Adapter, Head & Sill, PVC Mikron PVC 10 11 P-4479 S-6064 Weep Cover WI Flap Glazing Bead M&M Mikron Nylon PVC 12 H-6050 Sash Meeting Rail, PVC Mikron PVC 13 H.6051 Sash Pull Rail, PVC Mikron PVC 14 H-6052 Sash Top/Bat. Rail, PVC Mikron PVC 15 H-1497 Reint. Sash Meet Rail Keymark Alum 16 H-1498 Reinforcement, Sash, Side Rail Keymark Alum 17 H4.1699 Reinforcement, Sash Put Rail Keymark Alum 18 19 P-3429 P-3783 Wstp., 0.270 x .187 back FinSeal, Gr21 Lock, Impact, PVC Ultratab Interlock 20 P-4051 #8 x 1 1/4" Ph FIN Tek, WM.. Fasten! Steel 21 P•4089 Keeper, impact, PVC Interlock 22 P-3539 #8 x 3/4" Square PH Tek, WM, Fastenal Steal 23 P-4958 Rotary Lock Interlock 24 P-4633 8-32 x 1/2" Barrel Fastener Interlock 25 P-4952 Keeper, Rotary Lock Interlock 26 P-4779 Roller, Tandem M&M Nylon 27 P-3541 #8x1/2'Quad PHTEK2Zuc Fastens! Steel 28 GLASS SEE SHEET 2 CARDINAL GLASS 29 Purled Glaze 'H" or Slkatlex 552 HenkeVStka Siilcane 30 31 P-3028 P-3218 Set. Bik., 85 Cur., 1/8' a 7/8- x 2" Lg. Screen Frame Frank Lowe At/metal Rubber RoltFomi 32 P-4754 Screen Corner Key Alimetal Nylon 33 P-4755 Screen Corner Key w/Satety Tab Alimetai NyIon 34 P-3029 Screen Pull tab Summit 35 P-3033 Screen Spring Fla. Spring SS 36 P-3228 Screen Spline Dapa 37 P-4772 Screen Cloth, Fiberglass 40 P-3113 Screw Suppoll, PVC Team Plastics Rubber 41 P-3752 Cep Plug, 1/2' Hole M&M Nylon 42 S-1577 Impact Hook, Frame, Jamb Keymark Alum 43 S-1112 Reinforcement Head, Jamb Keymark Alum 44 S-2000 Impact Channel, Sash Keymark Alum 45 P-3748 #8 X 5/8 Ph FH TEK, Znc, Painted Ajax Steel 46 S-1999 Impact Hook, Frame, Head Keymark Alum 47 H-6048 Main Frame, SW -IS, Fin, PVC MIkron PVC 48 S-6055 Roller Track, PVC, (Anti -lift) Mikron PVC 49 P-5250 Lock, Impact, PVC, w/Flipper Interlock 50 P-730 #8 x 1/2' Ph Mod Truss TEK Fastenal Steel HD MTG RAIL -reel PVC FRAME FIN-8048 PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPIETM RAIL-6052 PVC HD MTG RAIL COVER - 8077 r 50 3/16" 0I j 6' PLAN VIEW-1999 I [1:-51 6" HEAD IMPACT HOOK -1099 0 3/16' PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 0 3/16" -i5/16' • • •• s ... 4• •• • • • •718•i • t • • • • ' • • T• • • • PLAN VIEW - 1577 • • "Lull SASH IUPA•T HOOK -19107 •• • • • •• • • • •• 3/16 3' —1 i+ -i 12" LINE ITEMS NOT USED: 4, 38.39 1/1 G' SASH MTG. RAIL-1497 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 ClIZZINT WINDOW SYSTEM 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC tar FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT 15/16" I- SASH REINF, -1609 3/16" ... I 4' 711 e I».1 114" +i — 1/16' 8.8.RJS.S.R.• 1498 PVC GLAZEBEAD - 6064 115- PVC SCREEN CATCH - 6013 — 1/i8' ROLLER TRACK - 1776 1/16" ra 47E BEAD - 1112 a'6" 1 r 1 5r16" /16' PVC ANTI -LIFT - 6005 th a 0 Cl) W rc 4iftnsrP Pi " No 58201 ' STATE OF �,1,44 4"44+QA'0:;tt, 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380.1574 SHEET DESC I ION; 5116 1 118 BOM AND EXTRUSIONS .... rep _ N A.T.-.E. L=1—.....® 7 1/16 • • • • i- • • • • e pPORL- v SCR ili '$ 3 . . E6014 WG • PVC SCREEN SUPPORT - TEF 10li t/13 • • • • • • • • • • CWS-869 • • •• • • • • • • • • • • • SCALE NC7 LE•AiL E1tiTRUSIQNS MIE AI�IMINUMit T8 L 4LESS OTHERWISE NOTED. 1,2 • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • B SHEET 4 OF 6 5" MAX. (TYP,) 6' MAX. (TYP.) ir MAX. 0,C, (TYP.) 3' (TYR) VC 1MAX. 0.C. I II) IL 1 ' (TYP,) 1—SEENOTE 2 INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT (MI NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS I-lEAD. 2, SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 1/4", USE SHIMS WHERE SPACE GREATER THAN MS` IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE I ER. WOOD SHIMS ARE NOT ALLOWED. 3, ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET S. 4. ALL INSTALLATION 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 BE PROTECTED TO PREVENT REACTION, 5, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIW, tiptvogis sivu_Nin %•E USVIIN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEETS. • • • • • • • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRETE/CMU ORENINGS• 6MBEDMENISWILIB6 BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE, INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKSIBETWBENIIHRIPRODUCT AND4SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, • • • • • • • • • * • • 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. MANN BY: WINDOW $flTEMS I 1300 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.OWS.CC 8200 PVC HORZ. SLIDER IMPACT cx> 8 Q o uu 2 o Lu t33 Q Lu co Ci z Lu cc 4/1112015 LUCAS A. TURNER, P.E. FL PE It 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 SHEET DESCRIPTiOtt ANCHOR SCHEDULE AND NOTES 8, WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHWECEOB ENGINEER OF RECORD ANGONSTANLED TO TRANSFER WIND LOADS TO THE STRUCTURE, wrn II: Mr TEF 10/1 //13 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRSTE AND MASONdiFf SUBSTRATES MAY NOT ilE (ITACKED. • • • • • • • • • • CWS-869 B 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE SY OTH8RS FSLU5VilitG l'HECURRENIINIERION:OF THE REFERENCE DOCUMENTS: ..........__........... FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200{FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FILIAV:AgAtfAIDIR300(EXTEF:ORtpaRS) • • • • -.......... 0 • 0 • • • • 0 0 0 • • • • • • • • • • • • • IP 0 • • • • • • • • • • • • • • • 41 0 II 0 • • • 41 0 0 0 41 41 0 • • • IP 0 0 • • 3CA 1:25 SHEET 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 -~ PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEN NO FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER NSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE I TYPICAL HEAD ANCHORAGE (.__..._ MN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE I r 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE I MN, EDGE DIST. EE TABLE I MN. EMBEDMENT SEE TABLE 1 1/4• MAX. SHIM NSTALLATICN ANC SEE TABLE 1 —SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST, SEE TABLE I 1 PERIMETER SEALANT BY NSTALLER INSIDE AND OUT SEALANT BEHIND E BY INSTALLER. GHORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED NSTALLAT1ON FASTENERS FRAME NGE CONCRETE (2.0 KSI MN.) 311B' TTW TAPCON 1.1/2' 1-1($— 2' F A. mu Teorrhl (". FLANGE CONCRETE (2B5 KSI MIN.) 3/16' ELCO ULTRACON 1' • • ♦• • • FLANGE GROUT -FILLED CMU (ASTM C-90) 3/15' ELCO ULTRACON 1-1/4' , 2.112': • FLANGE 2XMN. SOUTHERN PINE (G.0.55) 3/18" ITW TAPCON OR ELCO ULTRACON 1„ � • • • • • ?/� • • FLANGE 2X MIN. SOUTHERN PINE (G-0.55) #10 WOOD SCREW I -3/B' • • 7/' • FLANGE 16 GAUGE (0,060") MN. STEEL STUD (33 KSI YIELD MIN) R10-16 HILT' KWIK-FLEXOR MN TEKS SELF -DRILLING SCREW FULL THREAD THOU 0.06T 7/16' FLANGE i/8' ALUM. (6083•TS MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF•TAPPNG / DRILLING SCREW FULL THREAD THRU 0.125" •• • • • •" •/t6" • FIN 2X MN. SOUTHERN PINE (G-0,55) #6 WOOD SCREW 1-1/2' • roe. • • • • • • •o• • • • • • • • • • • • • • •• •• ••• • • MIN. EDGE DIET, —SUBSTRATE SEE TABLE I I BY OTHERS I/4" MAX. SHIM -- SEE TABLE I PERIMETER SEALANT BY INSTALLER • 11_41DE'iD WT • • ,^-^� MIN. EMBEDMENT SEE TABLE 1 .0 B HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION HORIZONTAL SECTION PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE I SEALANT BEHIND FIN BY INSTALLER L6 f BOX FRAME INSTALLATION • • • • • • • HEAD AND SILL SIMILAR FOR BOX INSTALLATION • FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - SIN. 1/4' FIIjET OF'•CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED • INSIDE AND DUTIFUL PERIMETER, BY INSTALLER. • • PRODUCIIANCHSRA6E IS IN ACCORDANCE WITH REQUIREMENTS AS s SPVAIIN FORfLA•RJGCWINDOWS. • • • • • • • • • • • • • • • S • • • • • • • • • • • • • • • • • •• •• • • • • • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS,CC 8200 PVC HORZ. SLIDER IMPACT toots •ir+i N%o 58201•1'0% * ! tk +42 y'3 : STATE OF R g * �ra�. 4/11/2015 LUCAS A. TURNER, P,E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS • Florida Building Code Online Page 1 of 3 Florida ()epar°.mentd Bus nes 2) Pr©essi na Regulation fit-u efr-trtdtdfi:lPwa:i of.TH. .................. BUS Home I Log In ; User Registration Hot Topics Submit Surcharge Stets & Facts Product Approval USER: Publcitscs Product AoOr val Menu > Product or Anolkatfon 4satch >,Soolicatian List > Application DWI/ FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature 04/16 2015 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc 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.oc • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • Quality Assurance Representative Jay Lathrop Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop ucws.cc • • • • • • • • • •• • • • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Pi 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 2 Validation Checklist - Hardcopy Received Certificate of Independence i_L 2:.... ...uv.i... Referenced Standard and Year (of Standard) Alrn cn-Pdt Etandard Year AAMA/WDMA/CSA/ 101/I. S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQw1DgvMdF6zR4iHL... 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 Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/14/2015 04/21/2015 04/25/2015 06/23/2015 51323.) FL # Model, Number or Name 8100 Vinyl Single Hung Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, see installation dwgs. for Max. size and DP. Outer lite In I,G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Description 8100 Vinyl Single Hung (Impact) Installation Instructions FL5823 R6 I CWS-155C (SU-80Q, Imoact).pdf Verified By; Lucas A. Turner 58201 •••• Created by Independent Third Party: • • Evaluation Reports •••• FL5823 R6 AE DuPont PVB N.Q.A•lit-701:9 27.0df • • • • CLetif ( n Created by Independent Third Fltikt:olte, • 5823.2 SH-8100 Cont. Hd. & Sill •••-•-•- SH-8100 Cont. Hd. & Sill (double §igigls Flung), Irfigaiti; 74 1/8x 63^. Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max. unit size 72-7/8" x 61-3/4". Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04, 0,11-071r• • • Installation Instructions • • • FL5823 R6 II CWS-440B (SH-te00! 114P. 74x63',• • • CONTHDSL).odf • Verified By: Lucas A. Turner 58201 • • Created by Independent Third !Tarty: Yet • • Evaluation Reports • • FL5823 R6 AE DuPont PVB NCI:V.3901: Fl 5823 R6 AF FvalReo CWS 440B (SH 0, P.ealia, ,CONTHDcL) pa FL5823 R6 AE Quanex (Mikron) NOA 1 -1017 02,odf Created by Independent Third Party: Yes • 7, • 810 u • • 5823.3 SH-8100 Cont. Hd. & Sill SH-8100 Cont. Hd. & Sill (double Single Hung}, Impact, 74 1/8' x 72", Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, DP = +/- 67.5 psf, Max, size 74-1/8" x 72", Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions PL5823 R6 II CWS-491B (5H-8100, IMP. 74x72, CONTHDSL) odf Verified By; Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 ft6 AE DuPont PVB NOA 13-0129 27.odf FL5823 R6 AE Eva/Reo CWS-491B (SH-8100. IMP, 74x77, CONTI-1050.01 FL5823 R6 AS Quanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other; Large Missile, 52" x 96" WI 5 HI sash, +/- 67.5 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FLS823 R6 11 CWS-295C (SH-8100. IMP, 52x961,odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports fL5823 R6 AC DuPont PVB NOA 13-0129 27,odf FL5823 R6 AE DuPont. SGP NOA 11-0624 02.odf FL5823 R6 AE EvalRep CWS-295c (SH-8100, !Ma, 52x961.01 FL5823 R6 AE Quanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes r Bock I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vvGEVXQwtDqvMdF6zR4iHL... 6/24/2015 ' Florida Building Code Online Page 3 of 3 Coi:tart Us :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: 850-407-1.024 The State of Florida is an AA/EEO employer. Ceovricht 2007-2013 State of Florjpy, :: Privacy Statement • Accessib0gv Statement :: & b mi oratrmr[S Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dIck5515... Product Approval Aeon:lae rT Credit Car waiho SAF% •• • • • • • • • • • • • • • • •• • • ••• • • • • • •• • • • • • • • • • •••• • • • • • • • • •••• • • • • • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • •• • ••• • • • http://www.floridabuilding.org/pr/pr_app_dt1.aspx?pararn=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 155C April 18, 2015 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at up to +/-67.5 PSF, 36" x 62" unit size at up to +67.5/-75 PSF, 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite 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 5th 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-155C, signed and sealed by Lucas A. Turner, P.E. • 3) Test Report NCTL-210-3668-1, -IA, -2, -2A, 3669-1, -1A, -2, and -2A, by NatituiaCCertified . Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with twin .... performed: TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AAN4A•A 40 20r • •.' 4) Supplemental Calcs. to support CWS-155C, signed and sealed by Lucas A. Turrie l411. • • • • • Installation: Units must be installed according to approval document CWS-155C. S. •• • • • • Limitations of Use: This product: •• ••'. • a May be used in O/X configuration in sizes, design pressures, and with max. glass DLd heighhse As shown in CWS-155C • 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. 13-0129.27+ • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021. I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5ch 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. 1 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. Ntsrrr #8#44 Ri tia )f=lj,+ ,if No 58201 * ; * 4/18/2015 STATE OF ;' Lucas A. Turner, P.E. , FL PE #58201 •. o a t p.��.• Lucas A. Turner 2015-04-18 22:13-04:00 ! 1 77 174" MAX OVERALL' FLANGE HEIGHT 76' MAX. U)IT HEIGHT 37 5/18" MAX. SASH HEIGHT • SINGLE HUNG - LARGE MISSILE IMPACT (SHOWN *DIFFERENT OPTIONS) 54 3/0" ._... OVERALL FLANGE WIDTH 53 178' MAX. UNIT WIDTH .......... 48 15116" ...................... GLASS DLO 0 33.16/16" GLASS DLO X 0 0 0 Ci TABLE OF CONTENTS 46 3/B" GLASS OLD 4Q 11/16' MAX SASH WIDTH GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS & ALT. FRAME 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES5 INSTALLATION DETAILS 6 34" DLO 1 631/4' OVERALL FLANGE HEIGHT " MAX UNIT HEIGHT 30.5/1 MAX SASH HEIG 37 114" OVERALL FLANGE WIDTH 38" MAX UNIT WIDTH GLASS DLO A zz- EI ACS DLO 27' GLASS DLO 28" GLASS DLO MAX SASH WIDTH GENERAL NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2} 3. CONFIGURATIONS:'O/X'. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR ANCHOR DETAILS. WINDLOAD DURATION FACTORCd.1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. Ex I_RNAL WEEP SLOT = 1/4" x 1.1/4' LOCATED 4" FROM BOTH ENDS. 12. SWEEP LOCKS INSTALLED ON WINDOWS OVER 36' x 62". •• ••• • • • • • •• LOCATION MAX. UNIT SIZE • ©� 5�6N P��S$l��•� 19ATN° • ••IMPACT RATING NON-HVHZ t/- 65 PSF 1AF MISSILE IMPACT •• • • •: VHZ tl� x ro . •_•-(- 67.5 PS NOtt .+aa / .ks P F: HVHZ 36" x 62" • • +676 7-7t ISSP `- Lucas A, Turner 2015-04-09 12:43-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT 6. 0 DESCRIPTION: v44L .wv,?4, v P -4 '1• Ne 58201 •�•�9 f ;SC T '111 STATE OF jWfi �' O 1 +4 tkl��ya A,qf•C3\�a�,r 4 ioN NAit>f0% 419/2015 LUCAS A. TURNER, P.S. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL34286 PH. 941-360-1574 SHEET DE.SCRPT- GENERAL NOTES AND ELEVATIONS WN BY: ADE CWS-155 C SCALE: 1:1 SHEET 1 OF B • • • • • • • ••• • • • • •• •• • • •• • • •••• •• •• •• • • • •• • •• • • • • •• •• • • • •• •• • • • • 000 • • • 7/5' OVERALL INSULATED GLASS - -- 1./B' ANNEALED -7i16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT /8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "Ii' OR SIKAF LEX 552 1/2" GLASS BETE GLASS TYPE A FIXED LITE, +-� 7/8" OVERALL INSULATED GLASS ---1/5"TEMPERED 7!18' AFISPACE 5/15' LAMINATED GLASS NEALED INTERLAYER BY DUPONT EALED URASEAL BY TRUSEAL RFECT GLAZE "H" OR SIKAFLEX 552 1 1/2" GLASS BITE GLASS TYPE 8 FIXED LITE •• •• • • •a • 7/8' OVERAI l INSULATED GLASS — 1/8' ANNEALED itiEt AIRSPACE WATER GLASS 118' ANNEALED .D90" PVB INTERLAYER BY DUPONT VS" ANNEALED — DURASEAL BY TRUSEAL PURFECT GLAZE 'H" OR SIKAFLEX 552 GLASS TYPE A SASH LITE 7/8' OVERALL INSULATED GLASS 1I8" TEMPERED 7/16' AIRSPACE 5/16" LAMINATED GLASS 1/3 ANNEALED .090" PVB INTERLAYER BY DUPONT re' ANNEALED DURASEAL BY TRUSEAL 180 PURFECT GLAZE 'H- OR SIKAFLEX 552 ?" GLASS BITE • • •• • • a • • • ••• • • • • • • •• • ••• • • • • •• • •111S9sTYQE 8 • • • S ti • • • • •SASII LITE • • • • • • •• • • • a • • • • • • • • • • • • C r-'WINDOW SYSTEMS 1600 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CO 8100 PVC SINGLE HUNG IMPACT r W G 'CC CC W KL SA. fa. O a I- a 0 01.111req,�+i •`GEIV s4es#:9 No 58201 \i S TATE OF ?4W 4 ".Ya LUCAS A. TURNER, P.E. FL PE 0 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 iET DESCRIPTION: GLAZING DETAILS DRAWN KY: DATE ADE 08/10/08 DWD a: REV.: CWS-155 C SCALE: 111 SHEET 2 OF 6 • • • • • • • ••• • • • • • • • • It • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •E• • • INTERIOR SECTION VIEW A -A ALTERNATE FIN FRAME NO SWEEP LOCKS ALLOWED FOR UNITS 36" x 6T AND UNDER. ITEMS NOT SHOWN FOR CLARITY: 22, 27-28, 33-37, 43-45 • • • • • • • INTERIOR SECTION VIEW 13-8 NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW, •• • • • • • • • • • • SECTION VIEW C-C • • • • • • • • • • • 4/SWEEP LOCK REQUIRED FOR SIZES OVER 36" x 82". • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • 8100 PVC SINGLE HUNG IMPACT M1 0 w u. W -- W iY 4C a m N a 0. U 0 4 tzo Lis 4/9/2015 LUCAS A. TURNER, P.E. FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS SAA*N BY: DATE: ADE 06110/08 'awe 0: c1Lp.: CWS-155 C SHEET 1:2 30F6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PARTS LL5T ITEM PARTS H•6031 DESCRIPTION Frame Head, Flg, Single Hung MATERIAL PVC VENDOR MIKRON 2 3 4 H-6031 H•6031 H-1836 Frame Silt, Flg, Single Hung Frame Jamb, Fig, Single Hung Alum. Fixed Meet. RaII PVC PVC ALUMINUM MIKRON MIKRON KEYMARK 5 S-6063 Fixed RaII Cofer PVC MIKRON 6 1i-6027 Sash Top Rail PVC MIKRON 7 H-1497 Reinforcement for SIR ALUMINUM KEYMARK 8 H-6028 Sash Bottom Rail PVC MIKRON 9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 10 H-6004 Sash Side Rail PVC MIKRON 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK 12 13 14 S-8064 P-3118 P-3541 Glazing Bead Keeper, Sweep Lode 48 x 1/2", Pan Head, Tek PVC ZINC STEEL MIKRON SULLIVAN FASTENAL 15 16 P-4632 P-4633 Sweep Lock Barrel Fastener ZINC STEEL SULLIVAN FASTENAL 17 Block 8 Tackle Balance STEEL CALDWELL 18 Purled Glaze'H' or Sikalex 552 SILCONE HENKEL/SIKA 19 Sash Fixed SEE SHEET 2. SEE SHEET 2 GLASS GLASS CARDINAL CARDINAL 21 22 P-3429L P-4638 WeIp., 0.270 x 0.187 beck FmSeal 48 x 2-1/2 PH Mod. Truss, Type A, TEK 410 x 1 1/2' Panhead SMS NYLON ULTRAFAB STEEL FASTENAL STEEL FASTENAL 24 Flat Washer STEEL FASTENAL 5.6014 Screen Catch PVC MIKRON 26 S-6013 27 P-4051 Screen Support 48 x 1 1 /4" Ph F h TEK, W ht. PVC ZINC MIKRON FASTENAL 28 29 P-3748 P-3783 k6 x 0.625" Ouad Fh TEK, W M. Impact, Lock ZINC STEEL FASTENAL INTERLOCK 30 P-4069 Impact, Keeper STEEL INTERLOCK 31 P-4264 48 x 3/4 FH PH w/46 Head, TEK, Wttt STEEL FASTENAL P-3218 Screen Frame ALUMINUM ALLMETAL P-3321 Screen Corner Key PLASTIC M&M 34 35 P-3228 P-3581 Screen Spline Screen Cloth RUBBER VINYL DAPA WIER 36 37 P-3033 P-3029 Screen Spring Screen Pull Tab STEEL STEEL HURLEY HURLEY 38 P-3352 Sot. Bk. l/8' x S/8' x 2' RUBBER FRANK LOWE 39 P-3768 48 x 5/8 Phil Pan Zinc ZNC FASTENAL 40 P-4479 Weepeoler PLASTIC MEM 41 42 43 P3113 P-6025 P-3069 Screw Support Sash Stop Sash Cam RUBBER PVC PLASTIC TEAM MIKRON M&M 44 45 46 P 3295 p-ate P-3752 Take Out Clip Seem Sealer Hole Plug STEEL SILICONE PLASTIC SUMMIT SCHNEE M&M 47 48 H-6048 P-4959 Frame Head, FIN, Single Hung Wale., 0.420 x 0.187 back PVC NYLON MIKRON ULTRAFAB NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, PVC FRAME FLANGE-6031 PVC FRAME FIN-6048 PVC SASH STOP - 6025 VS"-'„ i' T n- me- REINF. S.8.RJS.S.R. - 1498 PVC SASH ETM. RAIL-6028 - 1/16- PVC SASH SIDE RAIL-6004 12' — t- 1 1/8" -I 4i ii MS" PVC SCREEN CATCH - 6013 8( ® 15/16' I 1t16" REINF. 8TM RAIL-1699 •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1 PVC SASH TOP RAIL-6027 z its" L FIXED RAIL -1638 1 6;16- PVC FIXED RAIL COVER - 6063 518 ...I 1. 7 -tile' REINF. TOP RAIL -I 407 12--._ 315'- FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 � 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW CWS.CC rIP� FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFFRAME 1:8 8100 PVC SINGLE HUNG IMPACT PVC SCREEN SUPPORT - 6014 tt4" « r—f 7/8"...... -� PVC GLAZING BEAD-6064 SCREW SUPPORT-3113 1/7 LUU 1�- m 4 4 N N Er cc W W o. a, I- Q 4 0 a. 5 coj '\ CI Q m O U- m 419/2015 LUCAS A. TURNER, P.E. Ft. PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SHEET OESCRIPTKDN: BOM AND EXTRUSIONS DRAWN ADE 06/10/08 DWG it; CWS-155 SCALE 1:2 SHEET 4OF6 TS' MAX, O.C. ITYP,) 8" MAX. (TYP.) 8" MAX. (TYP.) 14" MAK 0.0. (TYP.) 4' (TYP.) <" (TYP.) CCHOR LAYOUT - (FLANGE) SIZES OVER 3B"x02' 4' MAX. (TYP.) 4" MAX. (TYP.)--i MAX O.C. (TYP.) YTO MIL -8' MAX O.C. (TYP.) O x 4 ANCHOR LAYOUT - (RN) SIZES OVER 36" x BT ANCHOR AT MIDSPAN (TYP.) 6" MAX, (TYP.) ..._....;.••.•.+ 10 13/16" — MAX. O.C. (TYP,) 4" (TYP.)..i _ 4" MAX. (TYP.) 4" MAX (TYP.) ... MAX. 0.C. (TYP.) ........ 8" MAX. O.C. (TYP,) ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) SIZES 36' x 62" AND UNDER SIZES 38" x 62" AND UNDER NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD, 2, SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN tit 8" IS PRESENT, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET B. 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 BE PROTECTED TO PREVENT REACTION. 5, 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 SPECIFIED IN TABLE 1, SHEET 6. A. • S. • • • • • • • • • • 8. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINk EMBEQ eft LOBE E NL ( )D BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BE BEN TTI Ph1pD I" L TTHi '"TSTRTE INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. • • • • • • • • • • • • 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1" FOR WOOD AND METAL, 8. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OEI ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE I, SHEET 6, CONCRETE An..114141Y SUBSTRATESSRAAY NOT BeCRACKED. Hj u. W IIbtJ RE T ggl . $ S. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY pT F�iS FO OW G R OF•M REFERENCE DOCUMENTS: FMA)AAMA100(Fl:4IWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMAANDMA250(BOX WINDOWS),FMA/AAMAAMDMA388(i)ifERIORDOpR) • • • • ••• • • • ••• • WINDOW 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT 10 w a w 4/9n015 Z LUCAS A. TURNER, P.E. FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEETDESCRIPTIOIT; ANCHOR SCHEDULE AND NOTES 15FiAWN By: ADE Dw0 CWS-155 DATE: 08/10/08 SCALE: 1:25 SHEET 50F6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT —. BY INSTALLER INSIDE AND OIJT SEALANT BEHIND % FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE --- - MN. EDGE DIST. SEE TABLE 1 r MN. EMBEDMENT SEE TABLE 1 1/4' MAX. SHIM /4' MAX. SHIM MN. EMBEDMENT SEE TABLE 1 - MN. EDGE DIET. SEE TABLE 1 A VERTICAL SECTION TYPICAL SILL ANCHORAGE MN, EMBEDMENT SEE TABLE 1 114° MAX. SHIM INSTALLATION ANCHOR - SEE TABLE/ SUBSTRATE BY OTHERS SEE TABLE 1 IIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER. INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHOR TABLE 1: APPROVED NSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16' MN TAPCON 1-1/2' 1-1/8" FLANGE 2" CONCRETE (2.85 KSI MN.) 3/16' ELCO ULTRACON 1' 1" 1 FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16' fTW TAPCON OR ELCO ULTRACON 1.3/8" • 7/8" • •• • FLANGE 2X MN. SOUTHERN PINE (G-0.55) #10 WOOD SCREW 1.3/6' 7/ ' FLANGE16 GAUGE (0.060') MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7118' FLANGE 1/8' ALUM. (6063-T5 MN.) OR 1/8" STEEL (33 KSI MIN,) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125'- • • •..• • ', - • FIN 2X MN. SOUTHERN PBS (G-0.55) #8 WOOD SCREW 1-1/2" • • •7f16' •. • • PERIMETER SEALANT BY INSTALLER • • ,INSI';E AnOUT • • • • • • • • • • • %6,J BOX FRAME NSTALLATION • • • HEAD AND SILL SIMILAR FOR BOX INSTALLATION 114' MAX, SHIM MN. EDGE DIST. ----�+ --«+, -- SUBSTRATE SEE TABLE 1 BY OTHERS SEE TABLE 1 • MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND � FN BY INSTALLER JHORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR RN NSTALLATION HORIZONTAL SECTION S. FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: •MIN. 1 /411FILLET OF4CONSTj1UCTION-GRADE ADHESIVE CAULK IS APPLIED •INSIDBANES OUT, CRC INERIMETER, BY INSTALLER. • SI- F�1RFLAN EI L4 g ORDANCEWiT}IREQUIREMENTSAS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • WINDOW SYSTEMS I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT �Ltim ittyi a .�°`4 041:31,.,!* No 58201 1 STATE OF /la z�- 4/9/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 Sh EET DESCRIPTION: INSTALLATION DETAILS ATE: 06/10/08 Florida. Building Code Online Page 1 of 2 Fbrith Uepan i ien Busines Professibna Regulation casszumazi ;tat &CIS Home Log In User Registration I Hot Topks Product Approval unit: Public User Product Approval Menu FL # Application Type Code Version Application Status Comments Archived P Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Submit Surcharge Stats & Facts Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekossitgcws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc )ay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc tn•ripnrrSrt� .:roxt.+craern • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IZ Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received tandard AAMA/W DMA/CSA/ 101/I.S.2/A440-08 ASTM E1300-04 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Yea 2008 2004 2005 2009 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Oy... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method I Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/14/2015 04/21/2015 04/25/2015 06/22/20/5 FL # Model, Number or Name Description 116177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH-8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Glass complies to ASTM E1300.04. Installation Instructions FI.1.6177 RI II CWS-812B (SH-8100. IMP, NoSillAnch).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 R1 AE DuPont PVB NOA 13-0129 27.pdf . • • FL16177 RI AE f(9 valRen CWS-b12B H-8100 IMP. • • • NoSillAnchl,pdf • • • FL16177 R1 AE Ouanex (Mlkron) NOA 12-1017 A2.pry. Created by Independent Third P3rfy!:e5• • • • • [Back) !Need • • • • • • • • • • • • • • • • • • • • • • • • • fantod a •: 1940 North Monroe Street, Tallehassee_FL3739$ Phooe: 850-487-1824 • • • • • • • • The Slate of Florida is an weep ernployer. tpovnoht 2007-2013 Slate of Florida, :: privary Statement :: Jrressihlpfv f 5efund cratrrtwrt# Under Florida law, email addresses are public records. If you do not want your a -malt address released In response to a public-recordb request, cl electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please tact 8511.487.1395. ; ti• Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide theepartipen with an email address if they have one. The emails provided may be used for official communication with the licensee. However ernax addressor are pnk' lg reco . If you dgprterish VIsupply a personal address, please provide the Department with an email address which can be made available to the public. To determine you are aTkzns4e tinier Chapter 455, F.S., please clldc Item. • • Product Approval Accepts: Credit C., r • SAFE http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQw1J gvyf4ngAXhlOy... 6/24/2015 URNF,R ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 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 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th 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.L. •• • 3) Test Report NCTL-210-3815-1 A, -2, and -2A, by National Certified Testing La1boretories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAhUQI/202/2063; • 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMAJWDMA/CSA 101/W0440-08• • • 4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas Q. rimer, P.E. . • •. Installation: Units must be installed according to approval document CWS-8128. ••.• • •• •• • • • • • • Limitations of Use: This product: • • May be used in O/X configuration in sizes and with max. glass DLO heights as shewn•in CVi' ).. • 812E • • 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-I/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.27t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.02t 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°i 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. OW ill ntfiro • .• i No 58201 1 Ei * i * + • 3 STATE OF 4/18/2015 Lucas A. Turner, P.E. :tom FL PE #58201 �''ich%CaR1 r S i,��S+01VA ; Lucas A. Turner 2015-04-18 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT 53 118" MAX OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH ------- 47 11/t6' GLASS DLO A 63' MAX. OVERALL FLANGE HEIGHT TABLE OF CONTENTS 61 3/4" MAX. UNIT HEIGHT 0 8 2613116 GLASS DLO 30 3/16" MAX. SASH HEIGHT X B 6 C 26 7/8" GLASS DLO GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS. 6 A 45 1/16- GLASS DLO 48 3/8" MAX, SASH WIDTH GENERAL NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1998 PER THE FBC. 2, GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: 'Orr. 4. DESIGN PRESSURE RATING: •NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04, -POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 331/396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS, 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB- 8, SERIES / MODEL DESIGNATION SN-8100. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O - FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 11. EXTERNAL WEEP SLOT = 1/4" Y 1.1/4" LOCATED 4' FROM BOTH ENDS. • • 0 • • • • • • • • • • • • • • • •• • • • •• • • • • • MAX. UNIT SIZE DESIGN PRESySUft•E, RATING: ; • ,•.... IKINICT FIATINcr. 51-7/8" x 61-3/4" +/- 70 P•SF :. • 1 FjGe nISSILE:IN4gcT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • Lucas A. Turner 2015-04-11 15:15-04:00 I WINDOW 9T'ST 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW,CWS.CC 8100 PVC SINGLE HUNG IMPACT TED PER 2314 PBC N o w O I- 2 G7 O m ¢ 6 0 0 w fJ; No 56201 • rr :*= r STATE OF '�:/ 4/11/2015 LUCAS A. TURNER. P.E. FLPE$58201 1239 JAI3ARA AVE. NORTH PORT. FL 34288 PH. 941-3BD-1574 $14EE1 DESCAIPT10N: GENERAL NOTES AND ELEVATIONS S73<4�VN CW7-I0,A1L: BAT I 06/18/12 DWG A: tRtV,: CWS-812 I B SHEET 1:15 1 OF 6 FIXED UTE 78" OVERALL INSULATED GLASS e �8" ANNEALED OR TEMPERED 7116" AIRSPACE " LAMINATED GLASS ANNEALED .090' PVB INTERLAYER BY DUPONT 1/B" ANNEALED DURASEAL BYTRUSEAL PURFECT GLAZE "H" OP. SIKAFLEX 5522 1!2' GLASS BETE 7/9" OVERALL INSULATED GLASS 1/5" ANNEALED OR TEMPERED 7116' AIRSPACE -5/15' LAMINATED GLASS 8' ANNEALED .09.0' PVB INTERLAYER BY DUP(5IT 1/5" ANNEALED DURASEAL BY TRUSEAL URFECT GLAZE "H" OR SIKAFLEX 552 •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S. • • • • • • • • • 0•• • • • 0•• • • RE INDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW,CWS.CC 8100 PVC SINGLE HUNG IMPACT Qra=' • Me 58201 *: fro: 3 O:ti STATE OF <v. 4/11 /2015 1t w LUCAS A. TURNER, P.E, FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 SHEET DESCRIPTION; ......... GLAZING DETAILS TDATE: BAT 06/18/12 a M REE— CWS•812 B SHEET 2 OF 8 1:1 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 INTERIOR SECTIONS-8 NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • 000 • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • ••• S. • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 1100 • • Oreabnr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT ,'� 4ttiuuuq,T 0, PdDREW j�4 No 58201 ;PIS • STATE OF ,mow„ •fr(,OR10�p��' z�- 4/11/2015 LUCAS A. TURNER, P.E. FL PE*58201 1239 JABARA AVE. NORTH PORT, FL 34268 PH. 941-380-1574 SHLET 9ESCRIM* SECTION VIEWS I87 BAT 06/18/12 B SHEET 3 OF S PARTS LIST ITEM PARER DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr„ SH, w/Flg., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/Flg., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Fig., PVC, L, Jb. Mlkron Vinyl 4 H-6031 Main Fr., SH, w/Flg., PVC, FL Jb. Mlkron Vinyl 6 8-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 1+1497 Reint. Sash Meet. Rail Keymark Alum 10 1+6028 Sash Bottom Rall, PVC Mikron Vinyl 12 A-6004 Sash Side/Top/BM. Rail Mikron Vinyl 13 8-1498 Reirrt. S.B.RJS.S.R 14 S-6064 Glz. Bd„ 7/8' Mlkron Vinyl 18 S-6013 Scm. Adept., w/Nib, PVC, Horiz. Mikron Vinyl 19 S•6014 Scm. Adapt., PVC, Vett, Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. Mlkron Vinyl 23 1+1699 Relnlorcement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P•3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P3783 Lock, impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Tamar 30 P-3215 Weep Cater w/ Flap Geer Plastic 32 P-3429 Wstp., 0.270 x .187 back FilSeal, Gray Ultratab 37 P-4638 08 x 2-112 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 88 x 0.625 Ph PH SMS Hub City Steel 39 P-4051W 08 x 1.250 Ph FH TEK, W Itt, Hub City Steel 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, WM. Hub City Steel 4d P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752 Cep Plug, 1/2" Hole MSM Nylon 47 P•3438 Slkallex 552 or Purled ©laze'H" Slice/Henkel 48 P•3352 Set. Blk., 85 Dir., 1/8- x 5/8' a 2' Lg. F. Lowe Rubber 51 P•3881 Temporary Lbl, (NFRC/DP) 52 P-3813 CWS Lbl, (logo) Pro Label 53 Sash SEE SHEET 2 GLASS 54 Flood SEE SHEET 2 GLASS 56 P3281 Spacer Duraseat 62 P-3218 Screen Frame, Horiz. Allmetal Alum 69 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Corner Key Allmetel Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betlerwe Fiberglass 66 P-3228 Screen Spline, .155 Die., Blk. Daps Vinyl 67 P3029 Screen Pull Tab Summit Alum 68 P3033 Screen Spring, ES Fl. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark Alum 72 S-6063 Co er, Fixed Rall Mlkron Vinyl 73 S-1112 Reinforcement, Impact Hock Keymark Alum 74 P3541 88 x 1/2', Pan Head, TEK Fastenal Steel NO' LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33.36, 41-43, 48, 49-50, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE ED. PVC FRAME FLANGE-6031 7/8 19 16 — 1 REINF., IMPACT HOOK -1112 ./e" 1/16" PVC SASH STOP - 8025 3/4" 1•--1 3/18"-t 7-�—� t L........111s' REINF, S.B.R.tS.S.R. -1498 3/16" 1 5+16" 7t1 IMPACT HOOK S-1577 PVC SASH 8TM. RAIL-6028 PVC SASH SIDE RAIL - 6004 PVC SCREEN CATCH - 8013 3'4' 15018' REEF. BTM RAIL-1669 1/16" 0 •• ••• • • • • • • • PVC SASH TOP RAIL-8027 2 � LN 1t18" FIXED RAIL- 1836 PVC FIXED RAIL COVER - 6083 FRAME CORNER CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS,CC CORNER WELD )ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTEP.FRAME 1:B '-1 ttel W16"^ 16" PVC SCREEN SUPPORT-6014 1/4' 1" 7/a• REINF. TOP RAIL-1497 PVC GLAZING BEAD-6084 • • •• • • • • • S, • • • • ••• • sl• • • a • • • •• ••• •• • • ••• • • • • • • • •• ••• • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • ••• • 1" 3/t8" 1(_ ..(.. SCREW SUPPORT-3113 8100 PVC SINGLE HUNG IMPACT Z 0 to w ay)f-arrs+i- G4 ty G E Ntv v : Na 5B211't 'P s • :' STATE OF r,<V �rp,yRCflRLOf' t',•$ ,•,,,,g'NA,��a�� 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 OM AND EXTRUSIONS BAT 06/18/12 Owti sc R •.. CWS-812 B SCALE: 1:2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • •- • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET 4OF6 8" MAX. (TYP1 a- Max {TYP.) --� 4"IY 1 MF 4" (TYP.)- 4" (TYR.) 7" MAX, 0,C. (TYR-) — 10 1/2' MAX. O.C. L....a 0 s n L O.C. YR.) -1—...------ .1 a a, NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT - (FLANGE( SEE NOTE 2 INSTALLATION ANCHOR (TYP.) im-ro km. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, NC) ANCHORS REQUIRED IN SILL 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 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC. OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING ANO EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 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 BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEETS. • • • • • • • • • • • • • OOOOO • • •,Q 6 INSANCTALLATIONS AT OR BNS TO SOLID CONCRETDMENT TO TE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR E OR GROUT -FILLED CMU MAY INCLUDE BUTO NOT REQUIRECRETEJCMU I X WOODUU IBET E(T P�OII.IC THESUBSNO ©RATEOD UCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. • • • • • • • • • • • • 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1' FOR WOOD AND METAL MST 8 SUBSWOODOR TRATES SHALL MEET THEY M N MUM STRENGTH REQUIREMENTS S SHOWN N T B. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY EE SHEET 6. CONNEE) BY THE CRETE TE ANDITECJ �h ONRY.UUBST MAAND Y NO't E KED.OLTO TRANSFER WIND LOADS TO HE STRUCTURE. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY 4ITHERGFOLLIEWINGIIHEICUWIREINT VTIIONYORI HE REFERENCE DOCUMENTS: FMNAAMA 100(FIN WINDOWS), FMA/AAMA2O0{FLANGE WINDOWS), FMAANDMA250(BOX WINDOWS), FMNAAMANyDMA50!(EXTERIOFsDOrIRB, • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • s • •• •• • • • • • • • • • • • 1900 SW 44TH AVE, OCALA, FLORIDA 34474 wwW.CWs,cC 8100 PVC SINGLE HUNG IMPACT 4/11/2015 LUCAS A -TURNER, P.E. FL PE fJ 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941 380-1574 ET DESCRIPTION: ANCHOR SCHEDULE AND NOTES FAWN SY: 'DATE: BAT 08/18/12 8W8r. :1$V.: CWS-812 8 SCALE: 1:15 SHEET 5 OF 8 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY 6NSTALLER1/4• MAX. SHI TYPICAL HEAD ANCHORAGE -•-�--MIN. EDGE DIST. SEE TABLE I MIN. EMBEDMENT SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE I SEALANT BEHIND FLANGE BY INSTALL PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE I --�— M:N. EDGE DIST. VERTICAL SECTION TYPICAL SILL ANCHOFAGE SEE TABLE I TABLE 1: APPROVED INSTALLATION FASTENERS SU ANCHOR TYPE MIN. EMBEDM QNCRETE (2.0 KSI MIN,) 3/16" TTW TAPCON 1-1/2" 1-1 HOLD — r . T • CONCRETE (285 KSI MIN.) 3116" ELCO ULTRACON 1" a 1" • GROUT -FILLED CMU (ASTM C-90) 3/I6" ELCO ULTRACON 1.1/4" 2-11T - • 2X MN. SOUTHERN PINE (G..0.55) 3/16' aw TAPCON OR ELCO ULTRACON 1-3/8" 7/8" • • • 2X MN. SOUTHERN PINE (G=0,55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0,080") MIN. STEEL STUD (33 KSI YIELD MIN) #10.16 HILTI KWIK-FLEXOR RW TENS SELF -DRILLING SCREW FULL THREAD THRU 0,060' 7/16 • • 1/B" ALUM. (6063-TS MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" • • ••• • • • • • MIN. EMBEDMENT SEE TABLE 1 INSTALLATION ANCHOR - SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT • • • •• • • • • • • • • • • FL/I NGEAEASOM! NOTE; PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED OHORIZONTAL SECTION SUBSTRATE BY OTHERS SEE TABLE 1 MN. EDGE DIST. SEE TABLE 1 • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND GE BY INSTALLER BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION • • - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAUL j( IS APPLIED • • "VIDE AAA�445 pp PLU.L. PERIMETER, BY INSTALLER. • • • •- Pj1ODUCI" ARCIF )R GE IS IN ACCORDANCE WITH REQUIREMENTS AS • • • • SHOWN F(iliFLANGE WINDOWS, • • • • • • • • • • •_•_L__.•........... • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • svto S 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT 0 w 2 0 n 5 W LE 1111gtk. J°��p°✓ P'ip RNk' :944 Is v t No 58201 t „ 11 %I STATE OF ! 1u 4/11 /201 5 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 H . 0 SLIIIPTION: INSTALLATION DETAILS BAT 06/18/12 DWG r. CWS-812 B SHEET 80F6 1:2 Florida Building Code Online Page 1 of 3 Florida .epartmene Busbies Professi�ri Regulation ay .3F Evt SCIS Home ( Log In t User Registration Product Approval USER: Public t ser Hot Topics Submit Surcharge Slats & Facts "; • :elm ( Search Product Approval Menu > Product or ADDilcatlan Search > AoQJJcation hot > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer C Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.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.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc • • • •••• •••• • • • • • • •••• •••• •••• • • • •• •• •••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Pi Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida Ucense PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE g Validation Checklist - Hardcopy Received Certificate of Independence FLt3G10 P.3 C©I Evrl ,ep CWS-373E {P4•'-8300 t 20x4 IMP"1pt?f Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-0B 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 • Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 FL # Model, Number or Name Description 13010,1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window, 36" x 72". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-75 Other: PW-8150, 36" x 72", DP = +/- 75 psf. Large Missile Impact. In HVHZ may only be used up to 30ft above grade. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R3 II CWS-433B (PW-815,0. 36x72, IMPLodf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports • • • • FL13010 R3 AE DuPont PVB NOA 13-0129 27,121f • FL13010 R3 AC EvaiReo CWS-¢33BSPW-8150, 39k4/2,• IMP),odt • • • • • • • FL13010 R3 AE Quanex (Mikrpn - .if • Created by Independent Third P s • • 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,•(isstinuous Hedry% i,ill, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67,5 Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 72". Outer Ilte must be safety glass above 30 ft. In HVHZ. Glass complies to ASTM E1300-04, • • Installation Instructions • • • •• • • • • FL13010 R3 II CWS-510B (PWs131.54, f,,)NTHDSL. • • • • • • • JMPl.odf • • • Verified By: Lucas A. Turner 5B101 • • • • • • Created by Independent Third Ps"iw•ies, • Evaluation Reports • • • FL13010 R3 AE DuPont PVB NQA 13-0129 27.14, •• FL13010 R3 AE EvalReu CWS-410B ( W-815Q • • • • (CONTHDSI., IMP),odf • • • FL13010 R3 AE Ouanex (Mikronf AJQA ?2-1017e€?2•pa Created by Independent Third Party: Yes • 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120" x 48". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: PW-8300, 120" x 48", DP = +/- 70 psf. Large Missile Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R3 II CWS-373B (PW-8300. 120)(48. IMPl.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F113010 R3 AE DuPont SGP NOA 11-0624 02.pdf FI.j 3Q10 R3 AE EvalRep CWS-373B (PW-8300 120x48, IMP),pdf FL13010 R3 AE Ouanex (Mikronl NOA 12-1017 07.odf Created by Independent Third Party: Yes 010.4 PW-8300 PVC Fixed Wind PW-8300 PVC Fig/Fin Fixed Window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's, Outer lite must be safety glass above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R3 II CWS-159D (PW-8300. 72x76 IMP).pdf Verified By: Lucas A, Turner 56201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R3 AE DuPont PVB NQA 13-0129 27.ndf FL13010 R3 AE DuPont SCUP NOA 11-0624 02 odf FL13010 R3 AE EvejR.eo CWS-159D (PW-8300 72x76,, JMPl.ndf FL13010 R3 AE QuanejMikronl NOA 12-1017 02.odf Created by Independent Third Party: Yes fnntart Va :, 1940 North Monroe Street, Tallahassee n 17394 Phone' 850-487-1824 The State of Florida is en AWEEO employer. SooYficht 2007-7013 State of Florida :: Privazv Statement :: PrzossIbIllty Stotenon :. S!'tta,S Statement http://wow.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 3 of 3 Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emali address • they have one. The eaves provided may be used for official communication with the licensee. However email addresses are pudic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick hem. Product Approval Acte. it XStk In7E'1 Cr.editS arF • • •• • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • http://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 UR. E ENGINEERING & CONSULTING, INC. 1.239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 159D April 18, 2015 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 (DP65 outside I-IVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5`h Edition (2014) Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL • • • • • 2) Approval drawing CWS-159D, signed and sealed by Lucas A. Turner, P.E.•• •. • •. 3) Test Reports NCTL-210-3954-01 and -1 A, and NCTL-210-3955-01 and -1 A, fronrNational • • : • Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAMA/M31I4r/CSA • • • 101/I.S.2/A440-08, ASTM E1886-05, ASTM E1996-05/09 and TAS 201, 202, 203' 1994 (TAS • reports 3954-1A and 3955-1 A signed and sealed by Gerard J. Ferrara, A.E.) ."•' • •.. • • • 4) Supplemental Calculations to support CWS-159D, signed and sealed by Lucas A.'T i'ner, 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 presSty of +/-55• s f, • or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf in HVHZ or +/-65 psf • •• outside the I-IVHZ, 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 11-0624.02/ in DP65 or 67.5 units or Dupont PVB Interlayer per Miami -Dade NOA 13- 0129.27+ in DP55 units • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.021 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. .siotttltth ��oi ��.1DRE4y ri,r 01. -`.e: No 58201 ' ?a . Fi *: Or �` 1113 STATE OF ;'1u4,7 r+".#,,1ONA S 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-18 22:13-04:00 49 1/4" MAX. OVERALL FLANGE WIDTH 48' MAX UNIT WIDTH 45 1/8" GLASS DLO 73 1/4' MAX OVERAL FLANGE HEIGHT 72' MAX. UND HEIGHT 89 1181 GLASS DLO TABLE OF CONTENTS A .1 GENERAL NOTES & ELEVATIONS., ARCHITECTURAL SHAPES 2 GLAZING DETAILS 3 SECTION VIEWS 4 EXTRUSIONS & B.O.M 5 ANCHOR SCHEDULE & NOTES. 5-7 INSTALLATION DETAILS 8 I 73 114' MAX OVERALL FLANGE WIDTH 72' MAX. UNIT WIDTH 69 1/0" GLASS DLO 77 1/4- MAX. OVERALL FLANGE HEIGHT 76" MAX. UNIT HEIGHT 73 /8" GLASS DLO GENERAL NOTES; 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FRC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED IN ASTM E 1998 PER THE EEC. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: 'Cr. ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2, 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04, 4DOSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04, 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR 0:1.1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. B. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REOUIRED. 7. ALL FRAMES ARE FULLY WELDED, B. SERIES / MODEL DESIGNATION PW.8300, 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING! 0 FIXED SASH. 10. SECTION CAU.OUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. • • • • • • • • • • • • • • • • • • • • • LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ANY 48" x 72" +1- 55 PSE ljtaGE MISSILE IMPACT • • • • - , ...4‘2461a44-- HVHZ ..........._ • • • • • . 72" x 76" • • _ • •6B7V____ • • I • • • • • • • Lucas A_ Tome 2015-04-11 15:04-04:00 S hi) T S 1300 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC CTURE WINDOW IMPACT A 2 w UJ LU 0 0 < < CO I I 0 15 a LI LU a. 8 4/11/2015 LUCAS A. TURNER, P.E. FL PE t 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 0 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS PAWN BY: ADE DWG 4:CWS-159 1:20 ATE 05/05/07 EV.; SHEET 1 OF 8 • • • • • • • • • • • • • • • • • • • • • • • • • • • 555 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FALL CIRCLE 1!2 CIRCLE 114 CIRCLE FULL ELIJPSE {"OVAL,'? OCTAGON TOMBSTONE TRAPEZOID 1111 • • NOTES; SEE SHEETS 6 & 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2. THRU FRAME - MASONRY, WOOD OR METAL OPENING. I. 45`.. THRU FIN - WOOD OPENING. 3, OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF } RECTANGULAR WINDOWS ON SHEET 1. i • • • • ..•ASC P//�AUG FOR ARCHITECTUAL FLANGE AND FIN WINDOWS • • • • S FO LOW THE LAYOUTS SHOWN ON SHEETS 6 d 7, WITH ANCHOR • • • • • SfAQ*CiMEABRURED ALONG THE LENGTH OF THE PRODUCT, • TRIANGL% •• • • • ••• ••• • • ••• • ••• • • • • • • • • • • • • • • • 0410 • • • • • 410 • • • • • • • • • • • ••• • • • ••• • • • 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW,CWS.CC 8300 PVC PICTURE WINDOW IMPACT 0 s�. LL W DATED PER NEW FRC REO I AD w a C3 a c y��►I HNNrye VS ..w: N• 58201 ~VP *: * •_*: •.330\ STATE OF :�4r47 M <',s*r \V 40R1II ,„ /ONA4gq©' rrru►nnos 4/11/2015 LUCAS A. TURNER, P.E. FL PE* 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCH,PTION ARCHITECTURAL SHAPES DRAWN EV: ADE DATE: 05/05/07 CWS-159 SCALE: — 1:1 REV.: D SHEET 20FB T OVERALL 3!16' ANNEALED or TEMPERED 112" AIR SPACE 516" LAMINATED /y" ANNEALED .000 DUPONT PVB !NTERLAYER. 1/8" ANNEALED (8-, PURFECT GLAZE 'if } SIKAFLEX 552 GLASS BITE CLASS TYPE A •• • • • • • • Cat • • • •• • • • •• • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •S. • • • •• • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• • 1' OVERALL 3116' HEAT STRENGTH or TEMPERED 3/A" AIRSPACE 7i IE' LAMI GLASS 3/f6' HEAT STRENGTH --- .090 SENTRY GLASS IONOPLAST SITERLAYER —3116" HEAT STRENGTH PURFECT GLAZE SIKAFLEX 552 GLASS BITE GLASS TYPE B GLASS TYPE MAX Si W x H DP +/-55 A 48 X72 DP +/-67.5 B 72 X76 1000 SW 44TH AVE. OCALA, FLORIDA 34414 W W W.0 W S.CC STATE OF 4t 411414:NAi1G,_...s AZ 4/11/2015 LUCAS A. TURNER, RE, FL PE * 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.841-380-1574 SHEET OE$CRIPTION: GLAZING DETAILS LAT ADE 05/05/07 gar. CWS-159 REV.: D SHEET 3 OF 8 t INTERIOR SECTION VIEW A -A ALTERNATE FIN FRAME • INTERIOR SECTION VIEW B-B •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • WINDOW SYSTEMS I BOO SW 44TH AVE. OCALA, FLORIDA 34474 WW W.CWS.CC $300 PVC PICTURE WINDOW IMPACT t6 P14.9.TV,„ TG°4• No 58201 # * STATE OF fel. .pLLA F, • i�; 4,0 R.. -- 4111/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34258 PH. 941-380-1574 SHEET DE.SCRIY f4)N: SECTION VIEWS DRAWN BY: 'DATE: ADE 05/05/0T 6 Y: BEV.; CWS-159 D "LE' 1 SHEET 1123 4 OF 8 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-60068 FRAME, PW, MAIN, HEAD MIKRON PVC 2 H-60068 FRAME, PW, MAIN, SILL MIKRON PVC 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON 1 PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER 7 P-3352 SET. BLK., 85 DUR., 1/8" x 5/8" x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE "H", SIKAFLEX 552 HENKEL / SIKA SILICONE 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE 10 S-6064 GLZ BE., FXD. (1" O.A. I.G.) MIKRON PVC 11 GLASS SEE SHEET 3 PVC FRAME FLANGE - H-60068 1 VIE. 7/8" PVC GLAZEBEAD - S-6064 PVC FRAME RN - H-6006A 3' • • it • • • •• • • •• •• : : • SiRitSUI ORT-P-3113 •• ••• •• • • • •• • ••• • • • • • • • • • • • • it. • • ••• • • • • • •• • •• • • •• • • • • • • ••• • • • ••• • 4100 • • • • 00, • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • FRAME CORNER DONSTRUCTlON WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD (ALL SIDES) SCALE 1:8 8300 PVC PICTURE WINDOW IMPACT 8) At O 10 w ti d co a cc n i I - tO 0 6 w 0 0 C!) 2 0 Fo- z 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380.1574 %14Ler DESCRP714N: EXTRUSIONS & B.O.M. DRAWN 8Y: I i)ATE: ADE 05/05/07 DWG t: ;EEC.: CWS-159 D SCALE: 1:1 SHEET 5OF8 14' MAX, O.C. (TYP.) 6' 6" MAX. MAX. (TW.) 14' MAX C.C. (TYP.) rSEE NOTE 2 I 1 I 0 -INSTALLATION ANCHOR (TYP.) 4' MAX. ((VP,) 4" MAX. ITYP.) 8' MAX o.c, (TNT.) 8" MAX. O.C. (TYP.) SEE NOTE 2 0 ANCHOR LAYOUT • (FIN) DP 4./- 55 PSF INSTALLATION ANCHOR (1YP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 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 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE I, SHEET 8. 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 BE PROTECTED TO PREVENT REACTION. 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 MINI SPECIFIED IN TABLE 1, SHEET 8. • • • • • • • • • • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU a&iENING% eakINiS4L EYtJJp(DWTOOD BUCKS, IF USED, INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1 X WOOD BUCKSOBETW NITHEDPR D T UB$ � INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. • • • • • • • • • • • • 7. A MINIMUM CENTER-TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, I" FOR WOOD AND METAL 8, WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCH67ECJQg ENGIVER OF SIgCORD ANIt.�INSTAII,,I,ED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE I, SHEET O. CONCRETE AND MASOI41Y SUBS h TES M01?IWDTOE;RACKED, 9, SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DCNEIIY OTHPRS FILL WMIG iHECUIIRENVIERSIOKOF THE REFERENCE DOCUMENTS: FMA+AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA)WOMA 250(BOX WINDOWS), FMA/AIMAWDM* SDO(EXTERIIIR 01004118) • • • WINDOW SYSTEM 1900 SW 44TH AVE. OCAIA, FLORIDA 34474 WWW,CWS.CC 8300 PVC PICTURE WINDOW IMPACT 4/11/2015 LUCAS A. TURNER, P.E. FLPES58201 1238 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPI'Ic14: ANCHOR SCHEDULE & NOTES CWS-159 SCALE 1:20 A 05/05/07 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • D SHEET SOF8 6" MAX. (TYP.) ( -I 7 5/8" MAX. 0,C, (TYP.) 6" MAX. (TYP.) !.�.,..., 7518" MAX O.C. (TYP.) 0 1-1 -SEE NOTE 2 ANCHOR LAYOUT - (FLANGL) DP ./' 65 PSF 4" MAX (TYP.) 4' MAX. ITYP.) 8„ MAX O.C. (TYP.) )NSTALLAT(ON ANCHOR(TYR) 8' MAX. 0.C. (TIP.) SEE NOTE 2 0 — ANCHOR LAYOUT - (FIN) DP•-85 PSF INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATK)N 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 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTEL I ED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5, 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 SPECIFIED IN TABLE 1, SHEET S. • • • • • • • • • • • • • • 8. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OpENINGs:Mt Hi t S1 LI•B�DEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1% WOOD BUCK: BETW6EN•iH P D T UBSVATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.• • • • • • • • • • • • 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1' FOR WOOD AND METAL 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITEVjj(i ENGI ER OF ECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET. SHEET 8. CONCRETE ACID MASOTRY SUBSRiTES S f t•JOT.BE•C RACKED. • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DO(� Y OT RS AOLHO'MINGFHI CURRE EPICI OF THE REFERENCE DOCUMENTS: FMAAAAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FM/UWDMA 250(BOX WINDOWS), FMAI 'IND • 00(EXTER(OR BOORS) • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• WINDOW 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CO 8300 PVC PICTURE WINDOW IMPACT a€B a 2 LUCAS A. TURNER, P,E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 EET DESCRIP • ; ANCHOR SCHEDULE & NOTES DATE: AOE 05/05/07 G CWS-15 Sric: 120 SHEET 7 OF 8 SUBSTRATE BY OTHERS --- SEE TABLE I PER/METER SEALANT — BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY NSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE I SEALANT UNDER SCREW HEAD BY INSTALLER 0 VERTICAL SECTION TYPICAL SILL ANCHORAG MIN. EDGE DIST. SEE TABLE MIN. EMBEDMENT SEE TABLE 1 AX, SHIM 1/4" MAX. SHIM MIN, EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. BE TABLE MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM — INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE I MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANICHORA TABLE 1: APPROVED INSTALLATION FASTENERS FR E ANCHOR TYPE MIN. EMBEL*ILNI ...„...........1-1/8" GE ireLSNOir.....gpiaati4E CONCRETE (2.0 KSI MIN,) 3/16" TIN TAPCON 1-1/2' GROUT -FILED CMU (117 PCF MN.) 3/16" RW TAPCON FLANGE CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON 1" • • 114 • • FLANGE GROUT -FILLED GNU (ASTM G-90) 3/16- ELCO ULTRACON 1-1/4" I • A b 2-1/2-• FLANGE 2X MIN. SOUTHERN PINE (G.0.55) 3/16"FTW TAPCON OR ELCO ULTRACON 1-3/8" • • • • • 7/8" • • • • FLANGE 2X MIN. SOUTHERN PINE (00.55) #10 WOOD SCREW 1-3/8" • • 7/8" FLANGE 16 GAUGE (0.050") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTIKWIK-FLEX OR MN TENS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE yr ALUM, (6003-T5 MN,) OR 1/6" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD 11-IRU 0.125- :7/16" : 4 FIN 2X MIN. SOUTHERN PINE {G-0.65) #8 WOOD SCREW • _ 1.1/2- • S. . .416' MN. EDGE DIST. SEE TABLE 1 1/4" MAX. SIM - PERIMETER SEALANT-- BYINSTALLER INSTALLER 161SIDE ANDieUT • • • • • • • • • • • • --SUBSTRATE BY OTHERS SEE TABLE I MIN. EMBEDMENT SEE TABLE 1 (...9HORIZONTAL SECTION 8 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 0 HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION • • • • • • FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: -ON. 1/4' FLET OE CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED • 14-SIDE AMRILJ F1.81 PERIMETER, BY INSTALLER. • •- PRODUOF ANCHOFIAGE IS IN ACCORDANCE WITH REQUIREMENTS AS • • • • STOTVN FOFPFLANOE WINDOWS. • • • S. • • • —m- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.OWS.CC 8300 PVC PICTURE WINDOW IMPACT 0 u_ LU PER 2014 FBC LU 8 8 g 00 Ili IL 0 5: < < 0 Lt 08 z 0 111 0 IT a. 0 0 z 111111,4 10REW e:?.1 N. 58201* Z*1 * 5, 1ft IT 313% STATE OF :14/4.• R /0p,m..V.;••• stiteteuiett0 4,11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE_ NORTH PORT, FL 34288 PH. 941-380-1574 !MEET DES0/IPTION: INSTALLATION DETAILS AWN BY: DATE ADE CWS-159 MALE: 1:2 05/05/07 D SHEET 8 OF 8 ' Florida Building Code Online Page 1 of 2 Businesy} Professiona Regulation BCIS Home j Log In ; User Registration Hot Topics Submit Surcharge Stats a Facts Product Approval USER: Public User ProdU c aoQroaal Menu > Product w Ateticaton Search > AQWication let > Application Detail I FL # Yt"'CAI%',•- ".-.-...,.r�.. Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekossigicws.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 Jay Lathrop Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathropr cws.cc xterior Doors Sliding Exterior Door Assemblies iitNt,oe"t' nee • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • •• • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • Evaluation Report from a Florida Registered Architect or i Licensed Florida Professional Engineer Pii Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE r Validation Checklist - Hardcopy Received L2_Y iG3."R2..... AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1300-04 ASTM E1886-02 ASTM E1996-02 TAS 201/202/203 l.odf 2005 2004 2002 2002 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvut0... 6/24/2015 ' Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/20/2015 04/23/2015 04/25/2015 06/23/2015 Page 2 of 2 FL # Model, Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. Config. include OXXO, OXO, DX, XO. Glass complies to ASTM E1300-04. Installation Instructions Ft 11103 R2 II CWS-2985 (SGD-8900. IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 R2 AE DuPont SGP NOA 11-0624 02,odf FL11103 R2 AE EvalReo CWS-2988 (SGD-8900. 1NVP•),plj( FL11103 R2 AE Quanex (Mikrorj) NOA 12-1017 $2.odf-• Created by Independent Third Party: vet• • • • • 'Hack) • • a V • • • g' agr �!S •• j340 North Moms,. Street, Tallahast*C FLjalla tb1fd,: 810-457.1s24 • • • • •••• The State of Florida is an AtJEEO employer, Corrine/It 2097-701i State of Florida,• � Prgecv S ni " $ixresibatiN Siate•mUtl i geyi,d SLatevIIe!It• • •a •• Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, o Arid electronic malt to this entity. Instead, contact the office by phone or by traditional mail. 1f you have any questions, please c r•a•to$0487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the•Jepar•nery with an email adaress if they have one. The entails provided may be used for official communication with the licensee. However email addresses ar*ublic recall. If you dp not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are el ojder Chapter 455, F.S., please cads here . • • • • • • Product Apprm+ai Accepts • • • • • • • • • newe 13 sii nor C redaloh�a•t A •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •0•••• • • • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsTp3 GvutO... 6/24/201. 5 URNFER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 298B April 18, 2015 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5th 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 Post, FL •.... • 2) Approval drawing CWS-298B, signed and sealed by Lucas A. Turner, P.E• • • % • • • • 3) Test Reports NCTL-210-3506-1 and -IA, from National Certified Testingr iratories),• • Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMAJCS :::• ••.••• 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 •••• 4) Supplemental Calcs. to support CWS-298B, signed and sealed by Lucas A.•tufner, Installation: Units must be installed according to approval document CWS-29$B.• • • • • •• Limitations of Use: This product: • • • • • • •.. • • May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass • •: types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of +/-60 psf • Is Iarge Missile Impact Resistant and does not require the use of shutters • May be used in the High. Velocity Hurricane Zone • Requires Dupont SentryGlas (SGP) Interlayer per Miami -Dade NOA #11-0624.021. • Requires Quanex (Mikron) white rigid PVC extrusions per NOA #12-1017.02t 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 5th Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in ts►ttilthe terrsti��ng or approval process of this product. % %o'` D)REtie tte,*, C N scr (!�?.# • No 58201 •m s ` *: * :*= 4/18/2015 1.V. Lucas A. Turner, P.E. 1;frolrE aF : +` FL PE #58201 6';;;;I:10.1.1:3‘ • Lucas A. Turner 2015-04-20 12:28-04:00 • MAX • UNIT HEIGHT SLIDING GLASS DOOR - IMPACT 4S 7:'S" MAX PANEL WIDTH CI3 t:2° MAX PANEL HEED::^" 14511T'IF" MAX UNIT WIDTH AX 71.S" MAX PANEL MOTH 134 ,LASS TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS......_.._---1 SECTION VIEWS OXXO & GLAZING DETAIL--2 SECTION VIEWS oxo & EXTRUSIONS & B.OJA._.-.--._.......-...-.- A ANCHOR SCHEDULE & NOTES._.... „9 INSTALLATION DETALLs^ .„._e..... 6 1E1 'HS' MAX UNIT WWTH V T 83 1/2` MAX PANEL HEIGHT 96" MAX UNIT WIDTH 46 7Tr MAX PANEL WUr H • •• • GENERAL NOTES; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FSC), CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FRC. 2. GLAZING DETAIL: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: 'vac., -OXO','XO , "OX' 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. •POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE. WATER INFLTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. 5, ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET a FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. SERIES / MODEL DESIGNATION: SGD-8900. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X:OPERABLE SASH. 0-FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 1. EXTERNAL WEEP SLOT = 1/4 x 1' LOCATED 4" FROM BOTH ENDS. • • • Lucas A. Turner 2015-04-20 12:30-04:00 ` — • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••. • 1930 SW 44TH AVE:. OCALA, FLORIDA 34474 W W W,CWS.CC PVC SLIDING GLASS DOOR - IMPACT -aG C � �t Q"2 N0aaaaam+tty ..�� DRNB �i, No 58201 w STATE OF �t OF11 O�3 -z.z 4/3/2015 LUCAS A. TURNER, P.E. FL YE 8 58201 1239 JABARA AVE. NORTH PORT, FI..34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND EI..EVATONS DREWI' Rr ADE CWS-298 DATE 08103/08 B SHEET 1OFS J SECTION B-B PAIR OF ANCHORS AT EACH CLIP. SEE SHT 6 FOR SPACING SECTION C-C FIXED PANEL ATTACHMENT NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. 00 000 • • • • • • • • 00 • 00 • • • • • • 00 000 00 • 0410 • • • • • • • • • • • • • • • • • • • • • • *0 • • it S • • 00* • • • 000 • I" OVERALL 3/16" TEMPERED —3/8" AIRSPACE — 7116" LAMINATED GLASS 3/16" ANNEALED GLASS .080 SENTRY GLASS ICNOPLAST INTERLAYER 76" ANNEALED GLASS 000 • • • • 000 • • • • • • • • • • • • • 1100 • • • • • • • • • 0 • • • • 00 •• • • • 00 140 0410 • • • 000 • • PURFECT GLAZE "H" SIKAFLEX 552 13/16" GLASS BITE 0411411 oitios payDREW ovt.. 0 55201 VP • < 0 MS 1900 SW 44TH AVE, OCALA, FLORIDA 14474 WWW.CWS.CC 8900 PVC SUDING GLASS DOOR - IMPACT m Eml ' STATE 0* S0,0\ e,./4•44. 4/3/2016 LUCAS A. TURNER, P.E. PE * 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 EEC SECTION VIEWS - OXXO AND GLAZING DETAIL WN BY: !DATE: ADE II 06/03/08 DWG111EV.: CWS-295 13 SCALE: SHEET 1:2.63 1 2 OF 6 SECTION D-D SECTION E-E • • • • • • • • • • • • • • • • • • • • • NOTES; • • • • • • 1. ITAEMS NtaT SHOWN FOR CLARITY: 10, 29-32 • • • • • 2../ERTIOAL SECTION CAN BE SEEN ON SHEET 2. • • .SS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • * • • • • 0 0 0 O • • • • • • • C • • • • 0 0 0 • • • • • • • • • • • • • • ** f$0 • • • •• •• 0 0 0 • • • C • 0 • • 1988 SW 44T14 AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT Q tr trt 1.11 •tt w 1CO Z i Cn 15 czi 01 0i ci 44;4flu,No 58201 .1 • * * ; • ST` STATE OF (4/ 1.0\ 140 ‘94‘17,6947:eii3O. *1\4' 4/3/2015 LUCAS A. TURNER, P.E. FL PE* 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 %TM 9k,...5osPitoN: SECTION VIEWS - OXO AND XO/OX Whi BY. DAT., ADE I 06iO3/08 ow CWS-298 i B SHEET 1;2.63 3 OF PARTS LIST ITEM 2 PART NO. 1+6042 S-6040 DESCRIPTION FRAME, MAIN, SOD THRESHOLD/FILLER, SGD VENDOR MIKRON MIKRON MATERIAL PVC PVC 3 S-1722 SUPPORT BLOCK, FIXED, SGD KEYMARK ALUM 4 H-6059 PANEL TOP/BOTTOM RAIL, SOD MIKRON PVC 5 6 H-6059 146033 PANEL SIDE RAIL, SOD PANEL, INTERLOCK, FIXED MACRON MICRON PVC PVC 7 8 9 10 11 H-6060 H-6061 H•6043 P-3142 P-3342 PANEL, INTERLOCK, OPERABLE INTERLOCK, SNAP -ON ASTRAGAL, SOD. ROLLER, TANDEM SEAM SEALER, SM-5504 MICRON MACRON MKRON SULLIVAN SCHNEE PVC PVC PVC STEEL 12 P-3039 SET. BLOCK, 85 OUR. 1/8" X7/8" X2' FRANK LOWE RUBBER 13 P-3438 SIKAFLEX 552 OR PURFECT GI A#P "M SIKA/HENKEL 14 P-3429 WSTP., 0.270 X.187, SACK FINSEAL ULTRAFAB 15 16 P-3639 P-3557 #8 X 3/4" QUAD PHElPS, TEK #10 x 2, HEXHEAD, TEK FASTENAL FASTENAL ZINC 17 P-3752 CAP PLUG, 1/2' HOLE M&M NYLON 18 P-3787 #10 X 1" HEX WASHER HEAD, TEK FASTENAL ZINC 19 P-3769 LOCK & HANDLE KIT, PVC, SOD AMESBURY STEEL P-3792 3/4" KEEPER AMESBURY SS 21 22 24 P-3793 P-4136 S-1775 H-1993 MORTISE LOCK #10 x 2, PAN HEAD PHIL, SMS REINFORCEMENT, ALUM., PANEL REINFORCEMENT, ALUM., PANEL HS&D FASTENAL KEYMARK KEYMARK SS STEEL ALUM ALUM 25 27 28 29 30 31 32 33 34 35 P-4295 S-1597 S-1930 S.1726 S-1737 S-6037 S-6041 S-6046 H-6044 S-6045 FIXED PANEL CUP COVER, FIXED PANEL CLIP PANEL TRACK, ALUMINUM. SOD, SILL REINFORCEMENT, ASTRAGAL, SGD HIGHRISE SILL, ALUMINUM GLAZING BEAD 1.00', SOD TRACK, SCREEN, SGD SUPPORT WELD, SGD GLASS (SEE SHEET 2) SCREEN CHANNEL SCREEEN ADAPTOR KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK MIKRON MICRON MIKRON MIKRON MIKRON ALUM ALUM ALUM ALUM ALUM PVC PVC PVC PVC PVC 36 P-4278 WSTP., 0.2" X1.25" DUST PLUG ULTRAFAB 37 38 S-1764 P-4366 SILL THRESHOLD COVER (8900) WSTP., 1- X 7.1" X O.7' DUST PLUG KEYMARK ULTRAFAB ALUM 39 P-3302 WSTP., 0.330" X0.187' BACK FIN ULTRAFAB 40 P-4479 WEEP HOLE COVER SULLIVAN PVC 1 16" E Da, �j[ ]I7:2Q 1/8' PVC ASTRAGAL 6043 REINF.-1726 1/2" 314' ---.1 --1/16- i_ PVC SCREEN ADAPTOR 6045 PVC OUTER FRAME - 6042 PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 REINF. -1993 3 PVC PNL INTERLOCK - 6033 PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 FIXED PNL COVER - 1597 2 11116" 1 3/8 16118" 1/16" ROLLER TRACK -1930 SILL THRESH COVER -1764 2 3/16' 114" 1/16" 1116" PVC SCREEN CHANNEL - 8044 PVC TRACK FILLER 6040 FRAME CONSTRUCTION FRAME CORNERS SCREWED TOGETHER 1:10 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT VENT CONSTRUCTION VENTS FULLY WELDED 1:10 N_ 0 Q 1 fire" REINF. - 1775 HIGHRISE - 1737 • • •.. • • • • • • • PVC WELD SUPPORT - 6046 2 I/18 • 7 0.c3)11 • • • • • • 1/16" FIXED pNL•SIURPORT • 1722 • — . - • • • • • • • • • • • PVC SCREEN TRACK - 6041 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T5 UNLESS Oryt'RWIS • • • • • Pl GLAZ8S •Bt•D'•6037 E$pEG4{FIEb. • • • • • • • • • • • • • • • • 9/16" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • 1/16" e �i w a w ER2010EOC w 0 00... 2 REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 9i d T DEBCRPRON: BOM AND EXTRUSIONS DRAWN BY: I DATE: AIDE 06/03/08 in CWS-298 B SCALE:SHEET 1:2 40F6 Li" MA(. (r(P) 8" (TYP) 8- mAx. —0. I 12" MAX 0.C. , 14" (TYP) I _ I I 1 I I I (Tye) l LTV/ I lilt I 1 I !... I ) I - [ _ I N ris, 18" MAX. O.C. (TYP) .1. — i I I - - .-• • • ..• • • I / \ / I I I I I I I Tim • • " • NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION, SILL ANCHOR SPACING SAME AS HEAD. 2, SHIM AS REOD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4, BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS; SEE TABLE 1, SHEET G. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. PROTECTED TO PREVENT REACTION. CTHOR LAYDIft USE SHIMS WHERE SPACE GREATER THAN 1/18IS PRESENT. LOAD BEARING SHIMS SHALL DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE 4. 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 SPECIFIED IN TABLE 1, SHEET 6, •• ••• • • • • • oe 5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS: EMBEDMFIT SHALL El emso tiot CtICI,AtgED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATI,o1N5iTAIOAT4ON TO,LOQI.L MU REQUIRE THE USE OF 1X BUCKS • • • • • • • oo ••• o• • • • oe BETWEEN THE PRODUCT AND SUBSTRATE. • • 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" FOR MASONRY, 1" FOR WOOD AND METAL. 8. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET B. CONCRETE AND MASONRY SUBSTRATES MY NOT BFoCRACKED.• • • • • • • • • • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWINIS THBICURREN, lleRSION ilIF THE IEFERENCE•D0CUMENTS: FMAILAMA /00(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAWDMA 250(BOX WINDOWS), FMNAAMA/WOMA 300/EXIMRIOR DMRSI) • •• •• •• • • : •• •• 000 • • • ••• • (lk s tom WINDOW SYSTE? 1000 SW 44TH AVE. OCALA, FLORIDA 34474 WW1N,OWS.CC 8900 PVC SUDING GLASS DOOR - IMPACT EMK 102/27/15 cs, 5 m ED PER 2014 PBC 2 NO.:I DESCRIPTION: 6 w UUUUUUU '' * STATE OF sl;.0" 4/3/2015 LUCAS A. TURNER, P.E. FL PE e 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380.1574 SHEET DESCRITDDM: ANCHOR SCHEDULE AND NOTES DATE: 06/03/08 WS-298 SCALE: SHEET 1:20 000 • • • • ••• • • • • • • • • • • • • • 0 0 I • • • • • • • • • • • • • • 00 00 • • • •• •• 000 • • • ••• • • SUBSTRATE BY OTHERS - SEE TABLE t PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS — BEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER TYPICAL HEAD ANCHORAGE 27/16' MIN. - MIN, EDGE DIST. SEE TABLE i U6 VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN, EMBEDMENT SEE TABLE 1 —1/4" MAX. SHRA [INTERIOR SEALANT BETWEEN SILL RISER AND FRAME BY INSTALLER MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 INTERIOR PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE AHOIIC lT1.TC Mlti E••^ -. .n- MIN ion DIST. TE (2.0 KSI MIN.} 3/16 f1W TAPCON 1" 3" CON ;z.,)}TMM.j ^ CA i'fir,.DOfI i,v4. --r 1" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" f W TAPCON 1" 3- HOLLOW OR GROUT -FILLED CMU (ASTM C90) 3/16" ELCO ULTRACON 1-1/4- 2-1/2 2XMIN, SOUTHERN PINE (Gs0.55) 3/16" fTW 7APCON 1-3/8• 1" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8• 1- 16 GAUGE (0.050") MN. STEEL STUD (33 KSI YIELDMIN) #10-16 HLTI KWIK-FLEXOR FEW TENS SELF-DR€LUNG SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7116 ABED PANEL CUP ANCHORS INTO: CONCRETE (2.0 KS! MN.) OR HOLLOW OR GROUT -FILLED CMU (117 PCF MN.) 3/16" RW TAPCON 1" 3" FIXED PANEL CUP ANCHORS INTO: CONCRETE (2.85 KSI MN.) OR HOLLOW OR GROUT -FILLED CMU (ASTM C-SO) 3/16- ELCO ULTRACON 1-1/4" 2-1/2" NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN, EMBEDMENT AND MINNOOE DIVANCE LIST1D?N 1.ABLE 1• • INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED CUP THROUGH PREDRILLED HOLES 1/4- MAX, SHIM FIXED PANEL MIN. EMBEDMENT SEE TABLE 1 HORIZONTAL SECTION i�i PANEL ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 17 7/9" MAX Q.C. ----1/4' MAX. SHIM FIXED PANEIC&P • • • • • • CLIP ANCHORS MUST • BE LOCAT90 A MINIMUM' DISTANCE 003" AWAY • • FROM ANY MAIM FRAME* ANCHOR. • • • • • • • • • • • MIN. EMBEDMENT SEE TABLE t 27/16' MIN. MW. EDGE DIST. SEE TABLE 1 INSTALLATION ANCHOR (TYP) • • • FXED PANEL CLIP IkSAIL• • • • • • • • • • • • • • •• • • ••• FIXED PANEL EDGE DIST, SEE TABLE 1 WINDOW 1900SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT LUCAS A. TURNER, P.E- FLPE#58201 1239 .IABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 .g111 5IMCRIATON: GENERAL NOTES AND ELEVATIONS D AWN BY: 0 ADE 06/03108 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • B SHEET BOF6 Florida Building Code Online Page 1 of 2 HCIlda i)eparim Busines Profess' Regulation d}'ak^Ca u: MIS Flume I Log In User Registration Hot Topic ! Submit Surcharge Stars & Facts Product Approval SER Public User PDaduct Approval Memm > Produce or Application Search > Asollcatlor List > Appilcatlon Detail FL # Application Type Code Version Application Status Comments Archived 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 ekossOcws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekossOcws.cc Quality Assurance Representative )ay Lathrop Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc • • •• • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • a • • • •• Evaluation Report from a Florida Registered Architect or ';i Licensed Florida Professional Engineer GA 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 gi Validation Checklist - Hardcopy Received Certificate of Independence 6890 R5 CDL EvalRei CWS-I61C (CA-8400, IMP),gd! Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 http://www.floridabuilding.arg/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 Florida Building Code Online Page 2 of 2 w Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/20/2015 04/21/2015 04/23/2015 06/23/2015 FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. L ml of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +67,5/-67.5 Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37" x 72". Outer lite In I.G. to be fully tempered when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. Installation Instructions • FL6890 R5 II CWS-161C (CA-8t400.411) Ddf •-•-•.---. • • • • • • • • • • a • • • • Verified By: Lucas A. Turner 58201 • • Created by Independent Third Pareys Yes• • Evaluation Reports • FL6890 R5 AE DuPont PVB NO* !VIA 27.odf FL6890 R5 AE LvaIReo CWS-1611C•(fA-8400, IMP2.cdf• FL6 u n x Miler n Vg it-1017 0,2•oolt Created by Independent Third Pa ; Yes • leach] • • •• •• • • • • • • • • • • • • • • • • • • • • SA>if'act.tie :: • 1940 North Monroe Street Tallehassee FL 32399 Phone' 850-487-182. • •• • • • The Slane of Florida Is an AA/EEO employer. c�ovriohk 2007-3pi? Statg_4f Figir a : ; Entfil y Statement :: Accessibifity Statrrnent lisfum1.2ala • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mat II you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees deemed under Chapter 455, F.S. must provide the Department with an email address If they have one. The !malls provided may be used for official communication with the licensee. Flowerer email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hen . Product Approval Accepts: Credit .vitta. • http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n-., 6/24/2015 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 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 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 then. • Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. Thy prollct testfm&. • • standards performed are outlined below. • • • • • • • • • • . •• . •• • Technical Documentation: • • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Por4,'P1 • • • • • • • • 2) Approval drawing CWS-161C, signed and sealed by Lucas A. Turner, P.E. • • • • • • • • 3) Test Reports NCTL-210-3673-1, -1A, -2, -2A, and NCTL-210-3674-1, -1A,-21'ffZV om :••• National Certified Testing Laboratories, Orlando, FL signed and sealed by Gera!d J. Ferrara,'P. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 1(97r.'.'2XA440- • •2005, and ASTM E 1886/1996 2002/2005 •'• 4) Supplemental Calculations to support CWS-161C, signed and sealed by Lucas h."Fumer, P.1.. . • • 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- 1/8Ann-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. # 13-0129.27t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.02t 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. yts,Nrn iiip 0 P4OREW.•G��i - i ▪ • No 58201 • • :73� 4/ 18/2015 or • • * r * ® Lucas A. Turner, P.E. f•• +t STATE OF J r` FL PE #58201 Jr- to ma 1110 - • Lucas A. Turner 2015-04-20 11:59-04:00 S. • • • • • • • • • • • 73 1:4' MAX. OVERALL FLANGE HEIGHT 72" MAX. UNIT HEIGHT 7Q^ MAX, SASH HEIGHT ASEMENT - LARGE MISSILE IMPACT 38 114' MAX. OVERALL ----� FLANGE WIDTH 37" _._._......... UNIT WIDTH 3S" :AX. SASH WIDTH '.'..-....- 381!4' ----+ MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH as - MAIL SASH MOTH A 64 1/4' MAX. OVERALL FLANGE HEIGHT £I@ 1/7" GLASS MAX DLO UNIT HEIGHT 91 C ao GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS... 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 sr' MAX SASH HEIGHT SLUM G DLO A •. GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED -OPPOSITE • GENERAL NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS; ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd..1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 8. SERIES/MODEL DESIGNATION CA-8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10, SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. •• ••• • • • • • •• • • • • • • • LOCATION MAX. UNIT SIZE DESIGN PRESSURE RICfING • • IMPACT RATING 37" x 63" +l- F LANG&tAISSILE IMPACT • • +J +/•618.PSF •. NON-HVHZ 37" x 72" * F • • • Lucas A. Turner 2015-04-18 22:00-04:00 ro it4je7©NA_ '!l11/1/114 4/18/2015 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT 01 y a m ¢ 9. 93It11Illi!! OREtyr� No 58201 ;F s ♦ '*; TATE OF WCste LUCAS A. TURNER, P.E. FL PE II 58201 1239 JABARA AVE... NORTH PORT, FL 34288 PH,941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS N 8a: DA ADE € 05/05/07 DWG it: :REV.: OWS-181 C ••• • • •. • ••• • • •• • • • • • •• •••• •• • •• • • •• • • • • • • • • • • • •.• • • • •• ••• • • • • • •• •• • SCALE: SHEET 1:15 1OF • 7/8' OVERALL t?d' AN4FAi FD Or TEMPERED 7f1fT MR SPACE ' LAMINATED GLASS 1//6" ANNEALED .0ED DUPONT PER INTERLAVER " ANNEALED SI.r(APLEX 552 OR PURFECT GLAZE'H' 1/2' GLASS BRE • • •• • 7/5" OVERALL 118' HEAT STRENGTHENED or TEMPERED — 7/16' AIR SPACE 6/16- LAMINATED GLASS V8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAVER 1/B' HEAT STRENGTHENED SINAFLEX 552 OR FECT GLAZE 'H' 2" GLASS BITE •• • • • • • • • • •• • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • '• • MAX UNIT SIZE MAX POS. DP GLASS TYP t' 37" >Z 63' +67.5 A 32" t 72' +67.5 B • • • • • • • • • • •• •• mrDOW SY!TEMS 1906 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS,CC 8400 PVC CASEMENT IMPACT Lu LL pT_ cc a 4/18/2015 LUCAS A. TURNER, P.E. FLPE#58201 1239 JAL3ARA AVE. NORTH PORT, FL 34288 PH. 941.380-1574 SHEET DEAcrSPTION: GLAZING DETAILS NBY: DATE: ADE 05105/07 DING CWS-181 C SCALE' SHEET 1:1 2OF6 • INTERIOR SECTION VIEW A -A ALTERNATE FIN FRAME ITEMS NOT SHOWN FOR CLARITY: 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 • • • • • • • • • INTERIOR] SECTION VIEW B•B •• ••• • • • • • •• •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • •• • • • • • • ••• • • • ••• • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ACE CWS-161 WINDOW 1 V O SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8400 PVC CASEMENT IMPACT Qw u.1 z 0 0 z REVISIONS ttttttttrrt ;tttt;,*t0REW tttrixi +}t�t?•+tG E N 0.N. 0'. + a No 58201 ' s P STATE OF • y�36,•ORt„ap; �fiy�©NAn �ttd 4/18/2015 LUCAS A. TURNER, P.E. FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 N: SECTION VIEWS [1RAWN BY: DATE: 05/05/07 REV.: C SHEET 3 OF 6 PARTS LIST ITEM PART* 1 H-60308 DESCRIPTION FR., CASE., MAIN, HEAD VENDOR MIKRON MATERIAL PVC 2 H-80308 FR., CASE., MAIN, SLL MIKRON PVC 3 4 H-60308 H-6030B FR., CASE., MAIN, JB., RIGHT 'FR., CASE., MAIN, JB., LEFT MIKRON MIKRON PVC PVC 5 6 7 I-1-6030A H.6008 H-6008 FR., CASE., W/ FIN SAS, CASE., TOP RAIL SASH, CASE.. BOT. RAIL MIKRON MIKRON MIKRON PVC PVC PVC 8 H-8008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC 9 H-6008 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC 10 11 H-1592 H-1593 SCREEN RAIL SIDE/BIM SCREEN RAIL, TOP/SIDE KEYMARK KEYMARK ALUM ALUM 12 GLASS SEE SHEET2 13 14 P-3028 P-3029 SET. BLK., 85 DUEL, 1/8" X7/8" X2" LG. SCREEN LIFT -OUT FRANK LOWE SUMMIT RUBBER 15 16 P-3113 P-3195 SCREW SUPPORT FOR PVC SCREEN SPRING, NO HOLE TENSION TEAM -PLASTICS RUBBER 17 P-3197 SCREEN CORNER KEY 18 19 P-3217 P3228 WSTP., WHITE LEAF SEAL, FRAME SCREEN SPUNE, .155 DIA, BLK M&M AMESBURY DAPA NYLON RUBBER 20 21 22 P-3281 153342 P-3429 SPACER, DURASEAL, SEE SHEET 3 SEAM SEALER, SM-5504 WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH DURASEAL SCHNEE ULTRAFAB TRUSEAL SILICONE 23 24 P3539 PURFECT GLAZE "H" , SIKAFLEX652 #8 X3/4' QUAD PH TEK, ZINC, SCREW HENKEL, SIKA 25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER 26 27 28 P3587 P-3613 P-3685 #8 X l" PH FH TEK 2, SS, SCREW CWS LBL. (LOGO) CS-8400 GOLD CERT. LABEL, NFRC TAB FASTENAL SS 29 30 31 P-3752 P-3881 P3940 CAP PLUG, 1/2" HOLE TEMPORARY LBL. (NFRC/DP) SNUBBER, SS, PVC M&M NYLON 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 49 50 P-4003 P-4004 P-4005 P-4006 P-4007 P-4009 P-4010 P-4012 P-4014 P-4018 P-4020 is 4021 P-4024 P-4031-P-4040 P-4050 P-4043 P-4146 P-4491 P-4841 TIE BAR GUIDE, ROTC. HOWE. #8-32 X 1/2' PH PH, MS, SS (ROTO HDWE. LOCK) SUPPORT PLATE, LOCK, SS, ROM HDWE. (Use W/ P-4006) LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT(_ TRACK & SLIDER ASSM., ROTO OPER., ROTO HDWE., (13') STUD BRKT„ ROTC OPER., L.H., ROTO HDWE. SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) 'HANDLE, STD, ROTC OPER, ROTO HOWE. (WHffE) HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) SUPPORT WASHER, ROTOOPER, ROTO HDWE. (SS) #8-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROTC GASKET, ROTO OPER., ROTO HDWE., 1/16" TIE -BARS, ROTO HDWE. 1-5 rOCKPO1NTS. SS (BY OA HOT.) REINF. COIL -ALUMINUM, 5052-H32 (.050 X.437), HD STRIKE, MULTIPOINT #8 x 3/4" PH FLAT TEK, SS REINF. COIL -ALUMINUM, 5052-H32 (.062 X.656), HD #8 x 5/8" PH FLAT TEK, #7 HEAD, SS ROTO FASTENAL ROTO ROTO ROTO ROTO ROTO ROTO ROTO ROTO ROTO FASTENAL HOP ROTO PRECISION STEEL M&M FASTENAL SS SS SS SS SS SS SS NYLON ZINC SS SS SS S. • IS ALaNV PRECISION STEEL FASTENAL 51 52 S-1505 S-6064 REINF. CASE. SASH GLZ BD., 7/8" KEYMARK MIKRON SS ALUM SS AI-U�i i PVC • NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • • • • i• 3 21/32' —31/8" PVC FLANGE FRAME H-60308 PVC SASH H-6008 SCREEN RAIL SIDE/BTM H-1592 PVC FIN FRAME H-6030A • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • • • 27/32' PVC GLAZING BEAD S-6064 21/37' -i+--« 1/18" FRAME AND SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 18 one" ;--i COIL, .062 X .656 COIL, .05 X .437 P-4491 P-4050 7/32" i SCREEN RAIL TOP/SIDE 1i-1593 sir 11/18" 3,32" SASH REINF. S-1505 SCREW SUPPORT P-3113 • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• 12.15651(1,01198. WINDOW SYSTEMS 190D SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8400 PVC CASEMENT IMPACT `_ova, a +•yy� ,4p,p1OREw 4tosv " " No 58201 ""''' : W.. * S* -a: ' STATE OF :4/ z- 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS SHEET 4 OF 6 12 112" MAx. o.C. (TYP.) 6- MAX. (TYR)— 6" MAX 16" MAx. O.C. (TYP.) r SEE NOTE 2 1®� ANCHOR LAYOUT - (FLANGE), FOR UNITS UP TO 37' x 72" 12 VT MAX. O.C. (TYP.) 6" MAX. (TYP.)- 6" MAX, (TYP.) 14 3/4" MAX. O.C. (TYP.) --- INSTALLATION ANCHOR l 8" MAX. O.C. (TIP.) .........- 4" MAX,(TYR)- SEE NOTE ANCHOR LAYOUT - (FLANGE. FOR UNITS UPTTO37-x 63' al" MAX O.C. (TYP.) INSTALLATION ANCHOR (TYP.) SEE NOTE 2 v+c AMEN <x 8" MAX. O.C. (TYP.) 4" MAX. (TIP.).......... 4' MAX. (TYP.) - ■ 6" MAX. O.C. (TYP.) w---INSTALLATION -.• ANCHOR (rip .) MIIIMIT MIME. 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP :) ANCHOR LAYOUT - (FIN), FOR UNITS UP TO 37" x 72" SEE NOTE 2 ■ _ .i I 1...- t � — 6' THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR WOUT - (FIN) FOR ANTIS UP TO 37" x 63" ■ NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1i4". USE SHIMS WHERE SPACE GREATER THAN I/16" IS PRESENT, WAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 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 BE PROTECTED TO PREVENT REACTION. 5. 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 SPECIFIED IN TABLE 1, SHEET B. • • • • • • • • • • • • • 5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEXMU OPENINGS, EMBEDMENT6PALs BEIDBEIYO5ID WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BEIVIEEN I( PsiOI]UCAF) TRE•StJBSTAVE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. • I• • • • •• ••• •• • • • •• 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1" FOR WOOD AND METAL 8. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE ANSI MOtrillRY SUCSTRATE&MAY NOT 0E CRAOEED. 9, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTWeRS FaLOVJNI Al CI1R=NTyEI IIJ O=T14� REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FIANGE WINDOWS), FMANVDMA250(BOX WINDOWS), FMAMAMANVj1 A 300( R S • • • • ••• • • • ••• •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW 3YSTENS ' 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W,CWS.CC 8400 PVC CASEMENT IMPACT Ml I° Q 0 W d IU o al 0 stow gilkpos G E IV Q.."?;i.. No 513201 'ro`s STATE OF j)4I �.N 1 p R"ti prr �4ir 0,0 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-350-1574 DEI'I3JIPTION: ANCHOR SCHEDULE & NOTES YY_ DA)E: ADE I 05/05/07 `OWE,. CWS-161 1:20 SUBSTRATE BY SEE TABLE I PERIMETER SEALANT. --- BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLET SEALANT UNDER SCREW -- HEAD BY INSTALLER TYPICAL HEAD ANCHORAGE ...—*—MIN. EDGE DIST. SEE TABLE 1 MN. EMBEDMENT SEE TABLE 1 =-1/4' MAX. SHIM INTERIOR 1/4" MAX SHIM A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE I INTERIOR MN. EMBEDMENT «t SEE TABLE I 1/4' MAX SHIM ---- INSTALLATION ANCH SEE TABLE 1 —SUBSTRATE BY OTHERS SEE TABLE t MIN. EDGE GIST. SEE TABLE 1 — PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE1:APPROVEDINSTALLATION FASTENERS FRAME TYPE �F 'PQE CONCRETE (20 KSI MIN.) 3/16• FTW TAPCON 1-1/2' 1.1/8" FLA FLANGE CONCRETE (285 KSI MN.) 3/1B• ELCO ULTRACON 1" • •... 1'r • FLANGE GROUT -FILLED CMU (ASTM C-90) 3/18' ELCO ULTRACON 1-1/4' • 2-1(2" • FLANGE 2X MIN. SOUTHERN PINE (G=0.55j 3/16' f1W TAPCON OR ELCO ULTRACON 1-3/Er • • •I .• • 7/. • . I FLANGE 2X MN. SOUTHERN PINE (G=0.55) 810 WOOD SCREW 1-3/8- 7/8• FLANGE 15GAUGE (0.060")MN.STEEL STUD (33 KSI YIELD MIN) #10-18HILTIKWIK+IEXOR11W 'MKS SELF -DRILLING SCREW FULL THREAD THRU 0.0E0' 7/18' • • • • FLANGE 1/8' ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KS1 MN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125' 4 • • • Y_Iti6" FIN 2X MN. SPRUCE -PINE -FIR (C�0.42) 118 WOOD SCREW 1-1/2" • TM"•• • MN. EDGE DIST. -- SEE TABLE I 1/4' MAX SHIM—•H -SUBSTRATE BY OTHERS 6EE TABLE 1 MN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT I — INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER CHORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. 815) RECID AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. PERIMETER SEALANT--^"� BY INSTALLER • INSIDE AYD GUT • • • • • ••• • HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION •• • • • •• FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FLEET OFCONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED • • :NIDDE AND OCT, fLI PERIMETER, BY INSTALLER. • LjCTNIH( EIS IN ACCORDANCE WITH REQUIREMENTS AS • *SHOWN FOR IiLA11jGE•WINDOWS. • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • 410 • • 0410 • • • 000 • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8400 PVC CASEMENT IMPACT ��a+tttrcerrftrr +�t�iORE1y T�,� +�-J Na 5B201 Sag 5 a'Q' an. STATE OF F4/ 4/1812015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEEP DESCRIPTION: INSTALLATION DETAILS DRAWN BY: ADE C SHEET SOF& MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 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 failstoperform 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•tjight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Saction.that thl$.•prAd• •.uct 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 Fk Buildit ►tole, • including the High Velocity Hurricane Zone. • •••• DESCRIPTION: Ahnninum Outswing Entrance Door-LMI • • •.•• •••••. . APPROVAL DOCUMENT: Drawing No. W04-01 Rev D, titled "Aluminum Outswing•13txtiance Door:,.sheets • • I through 5 of 5, dated 01/15/04 and last revised on 07/27/15, prepared by AL-Farooq Cerparation, sitAil and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision St'3 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 • • • •• • • • • Limitations: • • 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors at the job site at the request of the Building Official. consists of this page 1 and evidence page E-1 & E-2, as well as • • and shaltl' ..1m;t„ 61. car iu is NOA revises NOA # 14-0303.09 appro al ocument mentioned The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMIDADE COUNTY APPROVED NOA No. 15-0729.14 Expiration Date: June 10, 2019 Approval Date: March 3, 2016 Page 1 • • Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.15) 2. Drawing No. W04-01 Rev D, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on 07/27/15, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Englnee1ing Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 0$-200"4J all dated • • • 03/15/08, signed and sealed by Candido Font, P.E. • • • ••• • (Submitted under NOA No. 09-0310.15) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 • • • •• •• • • • 2) Uniform Static Air Pressure Test, Loading per FM'TAS 202-94• 3) Water Resistance Test per FBC, TAS 202-94 •• •.•• : • • • .• •••• 4) Forced Entry Test, per FBC 2411 3.2.1 and TA$; 2D2;g4 5) Large Missile Impact Test per FBC, TAS 201-94 • • • 6) Cyclic Wind Pressure Loading per FBC, TAS 43-94. • along with installation diagram of aluminum outswing door, prepared by HUYric'ane agh egring • Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 0'1715/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. •'• • • • • • • • • • C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas OO (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their "Butacite PVB Interlayer", expiring on 12/11/16. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10, 2019 Approval Date: March 3, 2016 E-1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 14-0303.09, issued to Euortech Industries, Inc., for their Aluminum Outs'wing Entrance Door - LMI", approved on 05/1/14 and expiring on 06/10/19. 2. Test proposal # 07-3527 approved by BCCO. (Submitted under NOA No. 09-0310.15) • • .... • .. • .. • • .. • •• . . .... .... • . .... • .. • • • .. .. . . .... • . .... .... . •... • . ....J. •.. • • . . . • • • Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10, 2019 Approval Date: March 3, 2016 E-2 SEE SEPARATE NOA FOR TISOM RATING 'A D DETAILS 5" MAX. HEAD/SILL CORNERS 42" FRAME WIDTH 13" MAX. HEAD/SILL a O SURFACE APPLIED FALSE MUNTINS MAY BE USED DOOR IIINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY II — ^1 / II / UU y ACIyNE a = t - LEAF _ I I \ / ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. — 3 m 7 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 31 3/4" D.L. OPG. 39 1 /6" LEAF WIDTH (4) ANCHORS AT MTG. STILE ENDS AT 3" O.C. DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY 75 3/4" FRAME WIDTH 13" MAX. HEAD/SILL 5" MAX. HEAD/SILL CORNERS SEE SEPARATE NOA FOR SIDELITE RATING AND DETAILS 1 / / / / ACTIVE LEAF \ \ \ II \ II III I \ 11H IN-AI}FlVE \\ LEAF II / -/- oh z c) 0' 0 MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA •• ••• • • • • • • • •• • • • • 29" D.L. OPG. 36 3/8" LEAF WIDTH • • • •• •• • • • • 29" O.L. OPG. 36 3/8" LEAF WIDTH (3) ANCHORS AT MTG. STILE ENDS AT 3" O.C. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • ••• • • • • • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • Engr. JAVAD AHMAD CML FLA. PE / 70592 CA . 3538 82015 roUDUCT kr'v1Wi'D o ca.pM.R whit the Pl.rld9 fluidise Cod. Acceplxece No I5-0211.14 Espindios Ove71,,,,,l G7.1"I (0y.0 m 3 a a u c 0 LU A 0 U o W wn 0 Z =Jm ¢ wwa• ffi I- zD a o: • 3 W d - Z B 3 Co_ n C ar v 79, B R P 8 0 0 S B 0 6 7.3 N drawing no. W04-01 (sheet 1 of 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT (+,„, INTO 2/6 75.0 85.0 0 ® 75.0 85.0 7.L0 85.0 2 6 75.0 85.0 3/0 7/0 75.0 85.0 3/6 75.0 85.0 2/6 75.0 85.0 3/0 8/0 75.0 85.0 3/6 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4" X 1/4" X 16-1/4' LONG ATTACHED WITH (2) #8 X 3/4" SMS HINGES SINGLE DOORS: TWO-HANDED COMB HIND EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6', 12', 35", 63-1/2" AND 92-1/2" FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 100.0 140.0 3/0 6/8 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 7/0 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 8/0 100.0 140.0 3/3 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS' MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #10 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 35" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4" X 1/4' X 16-1/4" LONG ATTACHED WITH (2) #8 X 3/4" SMS HINGES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3', 9' AND 26-3/8" FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3", 9' AND 26-3/8" FROM TOP AND BOTTOM DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' 0R 'B' WIDTH HEIGHT EXT. (+) INT. (-) 5/0 75.0 75.0 6/4 6/8 75.0 75.0 5/0 75.0 75.0 6/4 7/0 75.0 75.0 5/0 75.0 75.0 6/4 8/I 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER NFILTRATION RESISTANCE IS NOT REQUIRED UMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ITEM / PART N REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARES 1 ER006 AS REDO. DOOR FRAME 6063-T6 - 2 ER012 AS RE00. DOOR LEAF 6063-T6 - 3 VZ1566 1/ LEAF DOOR BASE BOARD 6063-T6 - 4 VZ-1483 1/ DOOR FRAME SILL 6083-T6 - 5 - 1/ DOOR SILL BASE 6063-T6 - B VZ-14B1 AS REDO. ASTRAGAL STILE 6063-T6 - 7 VZ-1535 4/ LEAF GLAZING BEAD 6063-T6 - 8 2801 AS REDD. GLAZING GASKET EPDM DUROMETER 7535 SHORE A 9 - 1 SHEAR CLIP 6063-T6 - 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 0O600X 4/ LEAF HINGES ALUMINUM GIESSE 12 #10 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REGD. BULB W STRIPPING - - 14 #10 x 2" AS REOD. ASSEMBLY SCREWS - HH SELF ORILLING 15 012 X 1-1/4 - FRAME ASSEMBLY SCREWS - SMS LOCKS DOUBLE DOORS: ACTIVE LEAF. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART S0218l ATTACHED WITH (4) #6 X 1-1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEI*RT t1111.68 ATTACHED WITH (4) #8 X 1-1/2• SMS. HINGES DOUBLE DOORS: • •• TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6", 12", 35", 63-1/2" AND • 92-1/2' FROM TOP OF DOOR • •• NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE • • • ENGAGED DURING PERIODS OF HURRICANE WARNING. • • 3/16" HEAT STREN'D GLASS .090' Interlayer Kuraray Dutacite PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE SCS 2800 SILGLAZE II GLASS TYPE 'A' • • • • 3/16" HEAT STREN'D GLASS .100' Interlayer Kuraray SentryGlas By 'Kuroroy America, Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE SCS 2800 SILGLAZE II GLASS TYPE 'B' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BBbSSED ON ASTM E1300-09 (3 SEC. GUSTS) •AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • •• • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • . • • • • • • • • • • • • • • •• •• Engr: JAVAD AHMAD CIVIL FIAAPE.N. N 705 C3692 PRODUCT RI VIS'MO Is oft Ming Wilt •Ie P1erL/• Bn idieg Cod, 4 'un(lnnre No IS-O 9.ty fepirnk,u One AXIS 14kn Dar ur/ Coated J CO 0 0 SWING ENTRA 0 -J A 0 a "QI j 6 UPDATED TO 2010 FTC UPDATED TO 2014 FTC s 0 0 S 0 0 drawing no. W04-01 (sheet 2 0( 5j TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING e EDGE AT. LT--T4 ACCESS HOLES WITH PLUGS • EDGE -Di 'r. . •. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCK #8 X 1/2" SMS 3" FROM ENDS AND 10" O.C. MAX. (4) #12 X 1" SMS AT 2. 0.C. MAX. AT CENTER OF SILL (10 041 11 REOD. AT DOUBLE (XX) DOORS ONLY TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Ij Y II SEE SEPARATE NOA Z I FOR TRANSO IL 1 RATING AND ETAILS IFS--�II 1 l�l u i I u 1 n I II L JI • II •• ••• •• • ••• • • • • • • • •• •.• • I, I I - \MWAI—DACE COUNTY _ APPROVED MULUON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 4" DIA. ULTRACON BY ELDD =177 KSI, Ey-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN, .21 •• • ••• D JAMBS) RU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS DIRECTLY INTO CON 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. • WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL 0R JAMBS f'e - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. • • • • • • • • • • ;E$TANTS: • • • • • • • <LL•FRAME AND LEAF CORNERS AND JOINTS SEALED WITH • • a1DSEC QR TEKNA 50729 SEALANTS. • • • •• • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • •••• • Engn JAVAD AHIIAD CML FLA. PE 1 70592 C.A.N. 3538 •KOnucr etr'V1S D as cum paying .Hll rlle plerld• Balding Cod. AtteplgatteNo V1_.,i.I'( Explrrliee Oak tia . m41"u K 0 0 OUTSWING ENTRANCE 0 6 00 3 J a 1 a u 0 0 S 5 0 drawing no. W04-01 [sheet 3 of 5 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • TYPICAL ANCHORS /- SEE ELEV. FOR SPACING " MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA SEE SEPARATE NOA FOR SIDELITE RATING AND DETAILS Tr IIT Ib (il h I �I II I IP �1 E—T (2) #8 X 3/4" SMS 1/4" MAX. EXTERIOR D.L OPG. LEAF WIDTH FRAME WIDTH SINGLE DOOR I f„ E SKIM SPACE a a 0 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING (2) 18 X 3/4" SMS aL •• • • •--y—m• • • • • FRAME ¶ TH • DOUBLE DOOR •• • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • .•. • •• . .•• • • EXT. 1/4" MAX. SHIM 1 Engr: JAVAD AMMO CML FLA. PEN 70592 CA. 3538 8 2015 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING v.oDUCT itionS0 u complylin with .• M1i Nailing Cod• yy AccePuncs du S-0I i ExpiMIr•OM< •Ri •3 AW mi CAW z 3 0 COMP —ANC\W04-01EWD a 0 date: 01-15-04 k drawing no. W04-01 sheet 4 of 5 ••• • • • • ••• • • • • • • I • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 DOOR FRAME 0 — 2.047 DOOR LEAF 1.024 1.772 .067 3.177 ICI 2.921 1.636 J C3 DOOR BASE BOARD 0 .13B�j� 059 .571 I- 1.772 3.937 1.417 FRAME SILL 0 0 1.103 .080 .238 -�I 1.043 I� SHEAR CLIP 2.402 1.76> 4 .063 r h 1.906 .744 .591 ASTRAGAL STILE 0 .094 SILL BASE 0 1.000 r 50 1.016 .846 —I 1.201 GLAZING BEAD FRAME TOP CORNER FRAME BOTTOM CORNER •• • • • • • • LEAF CeFVERS • • • • • • • • • • • •• • • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • �• • • • • • • • ll• • • • • • • En9r: JAVAD AHMAD CMl FLA. PE N 70592 C.A.N. 3538 201S I k00UC! K'4' D e• cvmprylog wNY gill PIKI4 IhrIJIng Cod. Aeteplonre No feyirodo9 Dore C. J ce 0 0 COMP—ANL\W04-01EWD 0 a 6 a A IV B a 0 c • uaI : 3/8• - 7' a drawing no. W04-01 sheet 5 of 5 • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• gill 0041 • • • 0041 • • • • • • Florida Building Code Online Page 1 of 2 rida pepa Busbies Prafessi na Regulation Kb U:, r.H PET 1 BCIS Hone Log In User Registration Hot Topics Submit Surcharge SUB & Facts rt+ __?' Product Approval USW Public User Pi luct Aucraval Meg^Y > P= pduct or Air c tlon SErrch > Aoo:icatlon ust > Application Detail jt FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Technical Representative Address/Phone/Email • • • • Koss Erin • • • • •••• ekoss@icws.cc • • • •• • • • • • • . • Erin Koss • • • • 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative lay Lathrop Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jiathrop@cws.cc • • • • . • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 2 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By $tandard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 • • • . • • • • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGBVXQwtDgvIHvmuJRWcZI... 5/6/2016 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/16/2016 02/16/2016 02/17/2016 04/12/2016 Page 2 of 2 FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum, Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant Yes Design Pressure: N/A Other: Large Missile Impact; and Evaluation Report for Conditions of Use. Yes HVHZ: Yes See Installation Instructions complete list of Limitations and Installation Instructions FL9520 R6 II CWS-836A (3 in Mull. IMP).od[ Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R6 AE EvalReo CWS-836A (3 In Mull, IMP).odf Created by Independent Third Party: Yes 9520.2 4" Alum, Tube Mullion 4" Alum. Tube Mullion, Horizontal 1 Vertic 1, Fin & Falange applications. (IMPACT) • • • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. •• • • • • Installation Instructions • FL9520 R6 II CWS-837A (4 in MIBI,'f 1P !ndf • • •• • • • Verified By: Lucas A. Turner 582414, • • • • • Created by Independent Third Party Yes Evaluation Reports • • • • • FL9520 R6 At EvalRep CWS-837A Ws Iluil, IMl l,i 1L• a� Created by Independent Third Prrtty /es • • • • •. .• •••. 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizeriai &i/srtical, Fin & • Flange applications. (IMPACT) : • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. • Installation Instructions • • FL9520 R6 II CWS-838A (5.5 RIMul. IMP),pdf • Verified By: Lucas A. Turner 58201 • • • • • • Created by Independent Third Party: Yes • • Evaluation Reports • • FL9520 R6 At EvalReo CWS-838A (5.5 in Mull, IMPLDdf Created by Independent Third Party: Yes Cant:ctg5 :: 1494.fl9tth Monroe Street. Iaia'lassee EL 32392 tflQn S50-4S7-La24 The State of Florida is an AA/EEO employer. copyright 2007-2013 State of Florida- :: privacy Statement :: Accessibility Statement •: Aefund Statement Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 550,487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one, The emails provided may be used for official communication with the €icensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Acxesta° CD ell 'd Crec iteredi http://www, floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ1.,. 5/6/2016 U ',NE ENGINEERING & .� a. CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 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 441h 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 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: I) 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-210-3 833-1 B, -1C, -4, -4A, -5, -5 A, -6, and -6A, from National • • • • • • Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard:JJ•errara, P.E.• • • a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/Q5.44TM & •: • • 1996-04/06/09, and AAMA 450-06 • • 4) Supplemental Cates. to support CWS-837A, signed and sealed by Lucas. miner, P.E.. • .•. Installation: Units must be installed according to approval document CWS-837R.. ' •. •• .• . • •.•. • •••. • • • • Limitations of Use: This product: • • • May be used up to the sizes and design pressures as shown in CWS-837A, using cli'•as• • • • . . S.• 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 hav financial interest in Custom Window Systems products for which this report is being issued. acquire, a financial interest inany other entity product. .• e, nor do I intend to acquire, nor will I acquire, a or in any company manufacturing or distributing I do not have, nor do 1. intend to acquire, nor will I involved in the testing or approval process of this 4/27/2015 Lucas A. Turner, P.F,. FL P.E #58201 Lucas A. Turner 2015-04-27 21:01-04:00 • • • • • • • • • 00000 � • • • • . ANCHOR CUP 4" PVC MULL BAR - LARGE MISSILE IMPACT !G F"E ti,i0 t0 �9 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 DP CHARTS......................................23 BON & EXTRUSIONS 4 EXTRUSIONS .......... ............................... SECTION VIEWS 8-7 CONFIGURATIONS & ANCHOR NOTES__.,.8 INSTALLATION DETAILS 9-10 SHOWN *DIFFERENT OPTIONS ANCHOR CLIP XAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FSC. 2, CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL 3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. (REFER TO SHEETS 2.3) 4. ANCHORAGE: THE 331/3%STRESS INCRF4,RP HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINOLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MILLION OP THE INDIVIDUAL WINDOW UNITS. 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MILLIONS ARE ANCHORED AS SHOWN HERE IN. 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. ANCHOR CUP ANCHOR CUP--i ANCHOR CLIP • ••• • • • • • • ••e • • • • • • • • • • •• • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • Lucas A. Turner 2015-04-27 21:01-04:00 WINDOW SYSTEM! 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W WW.CWS.CC (Pr 4" PVC MULL BAR IMPACT C a. a 0 CE 0 N sr�".tn' ^ Na 58201 L C,A * :1 'VP STATE OF ti7,4`ti * �•.�F� yoatp*a��,.. 4/27/2015 LUCAS A. TURNER, P.E. FLPE#58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 SHEET DESDNIPTICN: GENERAL NOTES AND ELEVATIONS DRAWN B DATE: 9/27/012 DWOi �.@�,CWS-83 .Al F. 1:25 R A SHEET 1 OF 10 Dagr RsImne Chen. E5F,14,Pprrtans4a:fad lam( RI041 MAW 14.1739, wdh 1522 djre mine lour (4)010 saw s or Roomy anchor* pa inch end 4f mean. Seem% pg1ow chart for farther vtlhmepa H4rne6at 48 314 531/8 57 63 58 72 76 80 84 B8 92 39 120.0 120.0 120.0 120.0 120.0 120.0 118.8 70.0 70.0 '70.0 70.0 70.0 45 120.0 120.0 120.0 120.0 120.0 1121 105.2 70.0 70.0 70.0 70.0 70.0 51 120.0 120.0 120.0 119.6 108.8 101.4 95.0 70.0 70.0 70.0 70.0 70.0 120.0 120.0 120.0 110.3 100.0 03.1 57.1 70.0 70.0 70.0 69.1 85.8 63 120.0 120.0 117.9 102.9 93.1 66.5 80.7 70.0 70.0 57.3 63.8 89 120.0 120.0 111.7 97.1 67.5 81.1 75.6 700 86.5 826 59.4. 56.4 75 319 120.0 118.6 106$ 921 82.7 78.5 71.1 88.5 82.4 58.8 55.6 52.7 81 120.0 115.1 1019 88.5 78,2 73.1 67.8 63.3 59.3 55.6 527 49.9 OPERIN0 Sig 00.4 67 120.0 112.3 99.9 8$4 76.2 70.1 64.9 60.5 566 53.2 50.1 47.4 93 120.0 110.3 97.0 828 73.8 87.8 625 531 542 50.8 47.9 45.3 98 120.0 109.1 98.0 80.9 71.6 65.5 80.4 580 52.2 48.9 48.0 43.4 107 3/6 120.0 08.6 94.6 78.9 69.3 63.2 58.1 53.7 49.9 48.7 43.8 41.2 114 120.0 108.6 94.3 77.8 85.1 61.5 68.8 522 48.4 452 120 12.0 108.6 94.3 77.4 87.2 60.6 55.5 51.t 47.3 126 120.D 103.8 94.3 772 00.0 60.0 54.7 50.1 132 1200 94.3 70.0 66.3 545 54.0 138 146 3/8 108.8 94,3 70.0 66.3 592 120.0 1086 70.0 70.0 68.3 DP CHART IS FOR: NON -INTERSECTED IMPACT 4` MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END) 1522 CLIPS - (4) #10 SCREWS INTO WOOD or METAL - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (4) 1 f4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK x 3 w 88 92 96 0e6{6n Pressure Chat. ;5E,014 fasnldersectse hpe01 /C4' A40nn 1 .1750. w041767 Dips 4*9 afr 00 810 60nwa te'emmry egchara par aeon and /71-0011741. Sao not06elma chaps further etrchaeas t4Mmdpt 48 34 531/6 57 63 66 72 OPENING 512E (In.) 39 46 61 67 63 69 75 3l8 �B1 7 87 93 120.0 120.0 120.0 120.0 120.0 120.0 120.0 80 70.0 70.0 70.0 70.0 70.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 120,0 120.0 120.0 1200 120.0 120.0 120.0 70.0 70.0 70.0 70.0 70.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 70.0 70.0 120.0 120.0 120.0 120.0 120,0 120.0 112.5 70.0 70.0 70.0 70.0 70.0 120.0 120.0 120.0 120.0 120.0 113.0 105.9 70.0 70.0 70.0 70.0 70.0 1 0 120.0 1E10 121.0 117.9 100.6 70.0 70.0 70,0 120.0 120.0 120.0 120.0 113.4 104.3 96.7 70.0 70.0 70.0 70.0 690 120,0 120.0 1S16 120.0 109.8 100.E 93.0 70.0 70.0 70.0 70.0 6.3 99 107318 114 1211.0 120.0 120.0 120.0 106.5 97.8 89.9 70.0 70.0 70.0 68.5 82.2 120.0 120.0 120.0 117.5 1032 94.1 86.4 70.0 70.0 89.5 652 58.5 120.0 120.0 120.0 1160 101.3 70.0 70.0 70.0 7110 67,3 1 120.0 120.0 120.0 115.2 100.0 70.0 70.0 70.0 70.0 126 120.0 120.0 120.0 114.9 70.0 70.0 70.0 70.0 t.. 132 12110 12110 1240 70.0 70.0 70.0 70.0 138 145 379 120.0 120.0 120.0 70.0 70.0 70.0 120.0 120.0 70.0 70.0 70.0 DP CHART IS FOR: NON -INTERSECTED IMPACT 4" MULLION 1754, HORIZONTAL OR VERTICAL, USING (PER END) 1787 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (5) 3/16' ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 1/4' ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK E Deegn Pressure Coat FOE, FaN204041aemed hpe_t PVC 4`Marto n.1750,6017670b 6676/oh(5)812544404 or 1W Bea Lerecono per each end etn48pv 666 MAMMY chart for fUr6r 0084 rap6M1Omelhn 48 3/4 531/8 67 76 B0 84 88 92 95 39 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 70.0 70.0 43 51 120.0 120.0 120.0 1200 1202 120.0 120.0 70.0 70.0 70.0 70.0 70.0 20.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 70.0 70.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70A 70.0 7D.0 70.0 70.0 83 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 70A 70.0 59 720.0 120.0 120.0 120.0 120.E 120,0 70.0 70.0 70.0 70.0 sta 120.0 123.0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 70.0 31 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 700 7410 OPENING size 9n. 87 120.0 10370 120.0 120.0 120.0 123.0 115,7 70.0 713.191 70.0 70.0 69,0 83 120.0 122.0 120.0 120.0 120.0 129.0 1116 700 70.0 74.0 70.0 65.3 96 120.0 120.0 120.0 120.0 120.0 114474 611.6 71)11. 70.0 82.2 107 1200 120.0 1200 120,0 4136. 103.50 70.00 67.2 114 120 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 126 120.0 120.0 120.0 120,0 70.0 • 192 120.0 120.0 120.0 70.0 70.0 136 120.0 1200 12110 70.0 70.0 70.0 120.0 120.0 70.0 70,0 700 • DP CHART IS FOR: NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END) : • : • : • • • 1767 CLIPS - (6) *12 SCREWS INTO WOOD or METAL - (6) 1 /4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD OPENING SIZE TRIPLE VERTICAL KILLION TRANSOM OVER TWIN T.- OPENING SIZE-1 TRANSOM OVER TRIPLE VERTICAL MULLION (55 TWIN HOPROWALNULUON 09816149 SIZE 1900 SW 44TH AVE. 4" PVC MULL BAR IMPACT ro MULL LENGTH NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. 413 zit N* 58201 'VP 144141414411161 4127/2015 LUCAS A. TURNER. P.E. FL. PE t 58201 NORTH PORT, FL 34288 PH. 941-380-1574 DP CHARTS MULLS DRAWN BY: DATE ADE 09/27/012 DWG 47: CWS-837 A 1:1 SHEET align Prmswe titan F5. in maaseod trym1 W04• Aron 141736 w052208v why four (4)H0 aerAwa ar.6fasy archon par each ed of mil. See notebntw ch.r11or Iwlher anchorage HnnaBn 37 42 1,4 48 314 59 1r8 57 63 091981N6 6rE0n. 39 120,0 120.0 120.0 120.0 120.0 120.0 45 120.0 120.0 120.0 120.0 120.0 120.0 51 120.0 120.0 120,D 120.0 120.0 118.5 120.0 120.0 1200 120,0 120.0 108.1 63 120.0 120.0 120.0 120.0 111,2 99.3 69 75 3/8 120.0 120.0 1200 120.0 111.1 102.8 91.8 120.0 1119 102.7 95.0 95.0 81 120.0 120.0 105.8 86.3 89.1 79.7 87 120.0 114.3 99.1 90.3 83.6 74.8 93 120.0 f 07.4 99.3 85.0 78.7 70.5 99 116.3 101.3 88.0 00.3 74,3 06.6 1103/8 106.6 91.6 79.6 72.8 87.3 50.4 114 103,4 88.9 77.2 70.4 65,3 59.6 120 98.5 64.8 73.5 87.1 62.3 56.0 126 84.0 80.8 70.4 84.2 58.5 53.5 132 89.9 77.3 67.4 61.5 57.0 51.2 133 98.2 74.1 84.11 59.0 54.7 145 316 82.0 70.5 01.4 562 52.1 66 72 75 303 120.0 120.0 119.7 120.0 112.1 106.2 105.4 101,4 95.9 98.9 92.5 97.7 90.9 64,2 56.1 7E2 80.7 78.0 73.1 74.8 89.4 732 68.0 65,2 6E7 64.5 61.3 64,8 60,5 57.5 61,3 57.5 54,7 55.5 522 40.5 519 50,7 51.5 OP CHART IS FOR: INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS - (4) #10 SCREWS INTO WOOD or METAL - (4) 3116' ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (4) 114' ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 5es.n Rtssure 13 eFt, RIF, kw tbnected t pact PVC 4• M41on 1} 751 with 1 67<1p6 use. sta (61 e10 awWM1 a newmrsy wrr{n)Ea per each end of 1919aa 9.natabekn. ciutbr twtha anchor.. idwe0Wn. 37 42 314 49 314 53 118 57 83 68 72 75 ate 39 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 45 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1204 120.0 51 120.0 120.0 120.0 120.0 1280 1200 120.0 120.0 120,0 57 120.0 120.0 120.0 3D0.0 )A.0 120.0 120.0 12110 120.0 63 59 120.0 i 120.0 120.0 120.0 120.0 120.0 120.0 121.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 117.3 111.3 75 303 120.0 120.0 120.0 120.0 120.0 120.0 1161 108.8 103.3 81 120.0 120.0 120.0 120.0 120.0 118.7 109.0 1022 97.0 OPENING WE (In.) 67 120.0 120.0 120.0 120.0 120,0 111.4 1013 98.0 91.2 120,0 123.0 120.0 120.0 117.1 105.0 96.5 00.6 88.0 99 120.0 120.0 120.0 119.5 110.7 138.2 91.2 65.6 81.4 110 31B 120.0 120.0 118.5 108.1 100.2 899 82.7 77.7 739 114 120.0 120.0 114.9 104.9 97,2 87.3 80.3 75.4 120 120.0 120.0 109,6 100.0 92.7 83.3 78.8 126 120.0 12D.0 104.7 45.5 813.8 79.6 :•r 132 120.0 115.1 100.8 91.5 84.8 78.2 138 120A 110.3 96.1 87.8 81A 143 319 120.0 105.0 91.5 83.8 77.6 DP CHART IS FOR: INTERSECTED IMPACT 4' MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 174" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 00.0 kmawo Choi, P62, to rtersaelad hleot PV04" A4®W, 11175, w16 1767 ellpaue au (6412straws ar 14. Bra l9seean por eaoh endat a119at See nag beb. olat for turner anchorage M(MOM n 37 42 3/4 48 3i4 531/8 27 63 85 72 39 120.0 120.0 120.0 129.0 120.0 120.0 120.0 120,0 45 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 51 1210 120.0 120.0 120.0 120.0 120.0 120.0 120.0 57 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 1 753/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 69 120.0 120.0 120.0 120.0 1200 120.0 12.0.0 120.0 120.0 78 3r8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 81 120.0 1213.0 120.0 120.0 120.0 120.0 120.0 120.0 118.2 OPE1<0NG 812E (in.) Sr 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.0 109.2 93 120.0 120.0 12110 120.0 1211.0 120.0 115.5 108.3 106.0 99 1210 120.0 120.0 120.0 120.0 118.8 109.2 1025 87.4 110 3/8 120.0 120.0 1204 120.0 120.0 107.6 99.0 910 86.4 114 120.0 120.0 120.0 120.0 116.4 104.5 98.1 90.3 120 126 120.0 120.0 120.0 119.7 111.0 907 91.7 120.0 120.0 120.0 114.3 132 120.0 120.0 120.0 100.5 101.6 91.2 138 120.0 120.0 115.1 105.1 97.4 145 39 120.0 120.0 109.5 100.1 92.8 DP CHART IS FOR: INTERSECTED IMPACT S" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1757 CLIPS - (5) #12 SCREWS INTO WOOD or METAL (5) 1/4' ELCO ULTRACONS INTO SOLID CONCRETE or WOOD • • • TWINfrHIPLE VERTICAL MULLION OPENING SIZE SINGLE TWIN TRIPLE UNITS BELOW MUU. LENGTH NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CUPS. AN INTERSECTED MULL BAR W/LL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. Cearl WINDOW SYST igoo SW 44TH AVE. WWW.CWS.CC 4" PVC MULL BAR IMPACT tc a. 0 a • 4427/2015 LUCAS A. TURNER, P.E. FL PE # 56201 1239 JABARA AVE. NORTH PORT, FL 34238 PH. 941-380-1574 SHEET bEgnipriort DP CHARTS INTERSECTED MULLS SCALE- 1:1 SHEET PART # DESCRIPTION H-1759 MULL, 1 318' x 4', FLAT, PVC S-1695 DRIP ADAPTER S-1896 FLANGE ADAPTER S-6018 MULL COVER 5 F-1522-014 RETRO FM MULL ANCHOR CUP 6 F-1522-027 RE FIT MULL ANCHOR CUP 7 F-1767-002 (ANGLE 4' MULL CUP, STANDARD 9 F-1757-005L LE 4" MILL CLIP, FIN, LEFT 9 F-1767OOSR 1-ANGLE 4' MILL CLIP, FIN, RIGHT 10 F-1767-007L 1-ANGLE 4' MULL CLIP, RETRO FLANGE, LEFT F-17674107R 1-ANGLE 4' MULL CUP, RETRO FLANGE, RIGHT 12 la #10 x 1 ix., PANHEAD PHILIPS 21NC FLAT WASHER 14 CAULK 15 16 S-1698 #10 OR #12 HEX WASHER HEAD TEK SCREW 'Nee note below) 4HOBE MULLION CLIP, PVC 17 P-5132 MULLBAR CAP 16 #10 HEX WASHER HEAD TEK SCREW 19 #10 F1I TEK SCREW • USE WOOD SCREW SIZE (#10 OR #12), SPECIRED IN WINDOW UNIT APPROVAL DOCUMENT 11/18' ir2^ - V16° DRIP ADAPTER S•1895 r 1 114' -•1 1 FLANGE ADAPTER S-18E6 P.-1 13/16"-A- 7/16" PVC MULL COVER-6018 TYP. FIN FRAME I 1 t TOP VIEW RORIZ, MULLION CUP 8-1898 4' MULLBAR H•1759 SCORE, BEND. AND BREAK TO REMOVE FIN DETAIL A 4:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. RETRO CUP (4') F-1522•027 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FRAME TYPE OPENING NEW MULLBAR CUP (F-1522-XXX) NOT RECOMMENDED "L" MULLBAR CLIP (F-17137-10(X) F-1767-002 REMO F-1522-014 F-1767-007(LBM or F-1767-002 FIN NEW F-1522-027 F-1767-005(L&F) RETRO F-1522-027 F-1767-005(LER) WINDOW SYSTEMS Tfe 1900 SW 44TH AVE. OCALA, RORIDA 34474 WWW.CWS.CC s tow BOX NEW NOT RECOMMENDED F-1767-002 RETRO F-152241f4 F-1767-007(L&F) or F-1787402 • • • • • • • • • • loursioEl 2818' 114! THIlu THRU freR1 114') 7/I 6' (TIP.) 1 5/16' (TYP.) - CIETRO CLIP (4') F-1622-0:: 4" PVC MULL BAR IMPACT 410 2 4.1 ,,,,,, ,,,,,,,,,,,,,,,,,,,,, z 2 No 58201* ...1) s. * = STATE OF 49:2 Oncz;> 44e, loi,),,4:eakoe • 4/27/2015 LUCAS A. TURNER, P.E. FL PE it 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 9 DESCRIPTION BOM AND EXTRUSIONS DRP/NES: DATE: ADE 09/27/012 Thvo 11E9.: CWS-837 A SCALE: 1:2 SHEET 4 OF 10 • • • • • • • • • • • • • • • • • • • • • • • • • • it • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • • 'L " ANGLE 4MULL CUP, RETRO FLG (LEFT) F-1767-007L I 1/8' -- 5- 'OUTSIDE' 'L' ANGLE 4' MULL CUP, FIN (LEFT) F-1787-5(AL (WOOD CONSTRUCTION ONLY) ,•••-- 2 3,4" 5- ' ANGLE 4' MULL CLIP, RETRO FLO (RIGHT) PI767-007R FRAME TYPE op "7" MULLBAR CLIP (F-1 XXX) "L" MULLBAR CUP CP-17874XX> FLANGE E NOT RECOMMENDED F-1767-002 RE F-1522-014 F-1 7(L&P} 7 2 FIN NE F-1 7 F-1757-005(L&R) RETRO F-1522-027 787-005(L&R) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC BOX NEW NOT RECOMMENDED F- 707-002 RETRO F•1522-014 .1 -007(L&R) Cr 757-002 00 00* • • • 6 • • • • • • • 00 • • • • • • 00 O01, 00 • • 1." ANGLE 4" MULL CUP, RN (RIGHT) F•1767-005R • (WOOD CONSTRUCTION ONLY) • • • • • • • 0 0 0 • • • • • • • 000 • • • O 0 • • • • • • 1/8' 1 • 'OUTSIDE' 6 7/8' 7/18' (TYP.) 7/IS' (2X) «—• - 2 7/18' • 1/4' (TYP.) T 1 9/16' (TYP.) • • ANtLE:f 411.1. CUP, STANDARD F-1787-002 ime • • • • • •416 • 4" PVC MULL BAR IMPACT 4 kg Ci 2 ›.- LLII CD 1/1 ec Iii a. 0 tu 0 - I LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-980-1574 EXTRUSIONS 0- gfaw ADE 09/27/012 ow..... CWS-837 A 1:2 SHEET 5 OF10 000 • • • • 4100 • • • • • • • • • • • • • 115 • • • • • • • • • • • • • • iot, *to • • • oti *la ••• • • • ••• • • SEAL BEHIND FLANGE PRIOR - TO ATTACHING WINDOW J (SEE DETAIL B) (A } HORIZONTAL MULL BAR SECTION \S' FLANGE FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW (SEE DETAIL A) c? B)VERTICAL MULL BAR SECTION ,6,. FLANGE FRAME WINDOW FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW (SEE DETAIL B) (�ti_ \` HORIZONTAL MULL BAR SECTION.... S FIN FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW (SEE DETAIL A) FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL •• APPLY EFAI ANT ALONG FULL - LENGTH OF WINDOW FRAME GROOVE PRIOR TO ATTACHING COVER ••• • • • • • • • • • • • • EVERTICAIJHOR¢ONTAL MULL BPLR SECTION 5)DOX FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR DETAIL A APPLY SEALANT ALONG FULL -, LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE ADAPTOR •• • •• ••• •• • • • •• i 8`h VERTICAL MULL BAR SECTION FIN FRAME WINDOW • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • �B DETAIL B ago/ r w1NDow sYYm1S 1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 4" PVC MULL BAR IMPACT UPDATED PER 2014 DESCRIPTION: O z REVISIONS a+aaa°tt�DREW ��*4 v.'� No 58201 * S 33`L CC STATE OP .Jul ►yr+S:faNA' itsaaaaa` 4/27/2015 LUCAS A. TURNER, P.E. FLPEtl58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-38D-1574 DESCRIP SECTION VIEWS MULLS GI�AWN BY; ADE D9/27/012 CWS-837 A 12 000 • • • • 0,0 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • SHEET 6 OF1 0 '21 3' IIOR7_. MULLION CUP (SEE NOTE 1) A - (16» 1.11111" MAX EDGE DIST —ULLBAR (H.1758) ./ (SEE SEPARATE APPROVAL FOR SEE NOTES 1 8 2 i,J '� PPROPRIATE DP CHARTS) (1 PAJCUP) TOP VIEW FIN FRAME (18 or 19 ) SEE NOTE 4 tt 6\ 4 HORIZ TO 3' VERT, MULL/3AR SECTION 77,% FLANGE FRAME W(NOOW SEE NOTES 1 5 2 (2 EAJCLIP) X EDGE DIBT. 1 1. Y>� SEE NOTE 1 (18or19) SEE NOTE 4 4' HORIZ TO 4' VERT, MLILLBAR SECTION 1•iA'NGL 'HAME WINDOW •• • • • • • • • • • • • •• • •• • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • IH 8 SECTION VIEW A -A SEE NOTES 1 d 2 (2 EA/CLIP) -5' MU LLEAR (H-i780) A APPREE OPRIATE DP P CHARTS) TE APPROVAL FOR 11118: MAX. EDGE DIST. -8) SEENOTE 1 02) `8 o- 1 F, SEE NOTE 4 15" HORIZ TO 4' VERT. MI II I BAR SECTION FLANGE I-HAME WINDOW • • • •• •,cA • • :1. :iE P Kr8 CATION AND SECURE WITH ITEM 18, AS SHOWN ABOVE, 2 PRE-bRILLED HOLES (THRU HA/ CLIPS 5117 OR 5118), BY THE INSTALLER. MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE OF9732' AND A MINIMUM CENTER TO CENTER SPACING OF 1/2'. L THE ABOVG SECTICEIS APPLY TO ALL MIILLEAR-TO.MULLBAR CONNECTIONS, • SIEGARD►ESOOF•DRIENTAT,ON (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH • MULL M(r6 T BE TUE SOME DEPTH, OR GREATER, THAN THE INTERSECTING MULL • • • •• • • • 4. IWIEH1OR MLtL ARCHER ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL • CUP. PRE -STALL PIL•DT HOLE THRU ALL MATERIAL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • 19D0 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT UI VI R '*� STATE OF •..kli �hlg1y41f Z W 4127/2015 _ LUCAS A. TURNER, P.E FL PEA 58201 1239 JABARA AVE. NORTH PORT, FL 34268 PH. 941-380-1574 SHEET DES EPTION_ SECTION VIEWS MULL INTERSECTIONS WN SY: ACE 09/27/012 CWS-837 I A tat 1:2 TWIN HORIZONTAL MULLION NOTES: TRIPLE VERTICAL MULLION F L OPENING RUE 1— TRIPLE HORIZONTAL MULLION 1 w 0 z w 0 I OPENING SIZE TRANSOM OVER TWIN VERTICAL MULLION i TWIIGTRIPLE IZONTAL MIA110N ULL LENGTH —.4 MULL LENGTH TRANSOM OVER TRIPLE VERTICAL MULLION OPENING SIZE i —I OPENING SIZE --- TWIN/TRIPLE VERTICAL MULLION '�--- OPENING SIZE NOTES: 1, THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSEL I tD MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON4NTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. HORIZONTAL MULLION (SINGLE TWIN ( OR (TRIPLE UNITS 'BELOW MULL LENGTH I. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS. FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (M0 OR R12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2. MULL CUP INSTALLATION ANCHOR TYPE, SIZE SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEETS. 3. ALL MULL CLIP 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 BE PROTECTED TO PREVENT REACTION. 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND AyC4)R:S1 V, 14NOj BE:USBI7 IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEETS. • • • • • • • • • • •• • • �I • ed • �•e•• • 5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU O.EV AIG . F•M�BEDkg1tT 8 ' at,curptooD BUCKS, IF USED. INTO SUBSTRATE - IX BUCKS ARE OPTIONAL 8. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. 7. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHTTNICTlM ENGINERR OF REIIORD AND IiINSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9. CONCRET! ANCr•MASONR! SS UBS1 IA:ES MAY:NEN B!CF•fiCKED. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE 9OOTHE�011041N(� T1 C�jIRFi�NT IC�1 ISC THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAAYDMA 250(BOX WINDOWS). FMA/A,910,QND 00(E TERI 009 S) • • • • NDOW SYSTEM 1900 SW 44TH AVE. OCALA, FLORIDA 94474 W WW.CWS.CC 4" PVC MULL BAR IMPACT onfl rrurr T•h10RElf TI, .��G£ tigF,1•i,„,i No 58201 y sca . STATE OF 4yr4irk ryarit��'aa 4/27/2016 LUCAS A. TURNER, P.E, FL PE C 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380.1574 IFFY UEECRIPTIT*I: CONFIGURATIONS ANO ANCHORAGE NOTES 151 INN BY: ADE CWS-837 T 09/27/012 A 1:1 SHEET 8 OF 10 • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • SPX ANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS ---- SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. TOP VIEW MULL cup 1787-002 ANCHOR REQUIREMENT RETRO FIT MULL BAR CUP —MULL BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS READ TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION SEALANT ALCt#3 OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE I TABLE 1: APPROVED MULL CUP INSTALLATION FASTENERS SUBSTRATE TYPE 1.........3/16 ANCHOR TYPE ----1W MIN. EMBEDMENT MIN. EDGE asT. FIW TAPCON 9110•00.41 CONCRETE (2.85 KSI miN.) WV ELCO ULTRACON 1-3/4' r • • remmi,..4DcAn- px_Lpr+ nut 1 rASTM C-90) or 1787 CUP INTO SCUD CONCRETE (2.85 KSI MIN.) '- ...., --rrtl"---"'"--112^ 2X MIN. SOUTHERN PINE (G-0.55) 3/16' 11W TAPCON OR ELCO ULTRACON 1 -3/0" 7/8' 2X MIN. SOUTHERN PINE (0=0.55) MO WOOD SCREW 1-3/8" Mr' 16 GAUGE (0.0601 MIN. STEEL STUD (33 KS1 YIELD MIN) #10-16 HILTI KWIK-FLEXOR rrw TENS SELF-DRILUNG SCREW FULL THREAD THRU 0.030" • 711V • • ihr AUJM. (6063-T5 MIL) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 sELF-TAPPING / DRILLING SCREW FULL THREAD THRU 0.126" • 7/161, • • • ANGLE MULL BAR CLIP TWO RSCD PER EACH END OF MULL INSTALLATION ANCHOR SEE TABLE I — ADO STRUCTURAL ELEMENTS AS REGO TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE I - MIN, EDGE DIST. SEE TABLE 1 rE-Ny VERTICAL SECTION L., TYPICAL FLANGE (RETRO F1T) ANCHORAGE — HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1. BOX FRAME muu. INSTALLATION SIMILAR TO FLANGE FRAME. : 2. SILL STOOLMUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS OF%R VSVIITIV •!.2148CRE:4811.1IdON CLIP 3/B" MAX. FOR CLEARANCE OF WINDOW • 461Nio ASINENDES. • ••• •• • • • •• 4. FOUR (4) ANCHORS REQUIRED PER 'T MULL CLIP, SEE SHEETS 2-3 THREE (3) ANCHORS REQUIRED PER 12* MULL CUP, SEE SHEETS 2-3. • • • c, 5. SEATo/AJLUON TIGHT TOjAULL CLIP. • • • • • • • • • • IIAFORIANCHOPAINE DETAILE4FOR THE WJAJDOW, REFER TO THE WINDOW • • • 41SPEICIFIC INSTALS:1011OP' DPFAILS. • • • • • • • • • • • • • • • • • •• • .• • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • WINDOW SYSTEMS 1800 SW 44TH AVE OCALA, FLORIDA 34474 WWW.V.VECC 4" PVC MULL BAR IMPACT .01,1tRgP410, ‘cENj No 58201 01, STATE OF 0 t 4/2772015 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DESCRIPTION: INSTALLATION DETAILS FLANGE WN BY; DATE ADE 09/27/012 OW3 0 iREV.: CWS-837 A SHEET 9 OF 1 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT — BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 "L" ANGLE MULL BAR CUP TWO READ PER EACH END OF MULL MULL BAR INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. ' F \ VERTICAL SECTION SEE TABLE I, SHT t0 1 TYPICAL FIN ('1.'ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIME t ER SEALANT --- BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 NOTES: RETRO FIT MULL BAR CLIP INSTALLATION ANCHOR SEE TABLE I, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 1 MIN. EDGE DIST. G VERTICAL SECTION SEE TABLE 1, SHT 9 la TYPICAL FIN {RETRO FTT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. • • • • • • • • • • 2 ERECESSi$NE RETRO MULLION CUP 3/8' MAX. FOR CLEARANCE OF WINDOW • ' • • • • • • • • • • • • • • • • • 3.PFOlR (4) ANCHORS REQUIRED PER T MULL CLIP, SEE SHEETS 2.3 • • • • . • • • • o • ••THRNE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. • • 44SE'j'MULLION TIGHT TOMULL CUR • ••• • • • • • • 000 • � � 0 • • •• • • • � • • •• • • ••• • • • • • • ••• • • • •••• •• • • • • • • •S• .• •• • • • • ••• 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC PECIFIC INSTALLATION DETAILS. •• • • • • • • • •• • • • • • ••• • • • • • • • • • • •• •• 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT 0 4 01.111 Wag.. £T EN 4 G y'1.: V r No S8201 41 STATE OF /40, O o zz 4/27/2015 LUCAS A. TURNER, P.E. FL PE It 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH.941-980-1574 WHETT DESCRIPTION: INSTALLATION DETAILS FIN ERA BY : DAT : ADE 09/27/012 DWG* CWS-837 A WALE SHEET 1:2 10OF10 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 th •Florida.B6flt1 ng Code, including the High Velocity Hurricane Zone.- '•.' . "" • •••• DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.1 • • •• APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Alumium'fube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/1'1.,,W+th ra i.ibb• B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Mianai.Dadg County''rbduct Control Revision stamp with the Notice of Acceptance number and expiration date'by'the Mie;n-'ISade County Product Control Section. •• • • • • •• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wvnv.miamidade.eov/economy LABELING: Each unit shall bear a permanent label with the manufacturer's name or' logo,; c itv: state, model/series, and following statement: "Miami -Dade County Product Control ApptQync%S unles% 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 hi advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 16-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 Page 1 ...... • . ...... . • ...... • • . . .•... ...... • OOOOO. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Deport No. if :6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter did 45/05/1.1•,4igned '•••;• •• and sealed by Marlin D. Brinson, P.E. ...... ....▪ .. (Submitted under NOA No. 10-0819.05) •• • • • • •• • . C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, com 1yi'ttg with. FAC-• 2010• • • • • and with FBC 5th Edition (2014), prepared by manufacturers aafed 01/29/ 1 5, 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. E-1 Manue ez, P.E. Product Cont , aminer NOA No. 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5ih Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. • • • • • . • •••• • • • •• • • ••• • .• •• • • • • • • • • . . • •••• • • • • • • • • • • • • • . • •• • • ••• •• • • • • • • •' • • . • • � • • • • • •• • • •• • • • • • • • '4--.24/... )1cz4u4dG" Manuel ' =•, P.E. Product Contr miner NOA No. 0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 2.3 OPENING WIDTH FOR VERTICAL MULL SEE DETAILS \ SHEETS 2-3 / 11 I / VERT. MULL LENGTH 'III 1 II \ HORIZONTAL MULL LENGTH \1 'SEE DETAILS A-D,G,H: SHEETS 2-3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH I� [—OPENING WIDTH-1 F OPENING HEIGHT MULL LENGTH SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. F OPENING HEIGHT FOR HORIZ. MULL STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 •AISI-S100.07152-2010 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE DETAILS A THRU G; SHEETS 2-3 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E. MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY FGT. I--HORIZ. MULL LENGTH —'I OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U160. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. VERT. MULL LENGTH GENERAL NOTES....... ........ INSTRUCTIONS 1 MULL TO 2X WOOD... ............... 2 MULL TO 1X & MASONRY.. ........ 2 INSTALLATION NOTES........._2 MULL TO MASONRY...... ...... ..._3 MULL TO STEEL STUD ..... ...._..... 3 MULL TO MULL 3 ANCHOR SPECS 3 ALTERNATATE CLIPS 4 BAY MULL INSTALLATION.._.. 4 1 X 2 X.125 MULL SPECS5 1 X 3.126 X .500 MULL SPECS9 1 X 4 X .125 MULL SPECS.._10 1 X 4 X .375 TUBE MULL SPECS11 1 X 4 X .376 T MULL SPECS 11 1.25 X 3.188 X .285 MULL SPECS12 1.26 X 3.26 X .100 MULL SPECS-13 1.25 X 3.25 X .624 MULL SPECS14 125 X 3.94 X .824 MULL SPECS16 2 X4 X.25 MULL SPECS 16 2 X 6 X .25 MULL SPECS17 1.26 X 2.11 X .125 MULL SPECS18 30° X 3.25 BAY MULL SPECS...._19 45° X 3.26 BAY MULL SPECS 20 MULLION &CLIP DIMENSIONS 21.23 EXAMPLES 1 & 224 LOADING EXAMPLES 25 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LEIS/FP) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR'TRIANGULAR/TRAPEZOIDAL". 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FP) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. ••• • • • • • •• 6) FROM THE ANC( R CAPACIt (LETABLE ON TIE S1,MSISHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATA IANCHCQ•LIe ATEN A� Y APPII') SELECT.AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. • • • • • • • • • 7) IF THE MULLION CAPACITY (LBS/FP) OBTAINED IN THeTAkL IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATINGGAIFT') FitSHE FESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSCj�P). OBTAINED FOR THE MULLION SYS NEM.•I•HE` OIER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. • • • • • • • • • • • 9) HIGHLIGHT•CIPPON 1W-EID AND TABT VRLUI6 USED IN PSPr•CIFIP APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. • • • • • Ln 0 J —J W I- F 2 Z H CG y CG W CC IL a IO N rc m OL 'o M (O i W O I— J 2 W Z 0) N W 80 O a� Z .0 k0 PRODUCT REVISED as complying with the Florida Building Code Acceptance No E pireli. Date Miam' 1 .. • - Product .9.014 \t\ON�ILYNN/4//�� • No. 58705 �� •, TE :• _ • • • Al0FRO P••••G•�: A. MP( fM�( : P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4000 • • • • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EMBEDMENT MULLION EXTERIOR FRONT VIEW TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B.16B BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. EDGE DISTANCE FOR WOOD SCREWS .250' MAX FOR ALL MULLIONS MULLION SEE SHEETS 21-23 FOR HOLE LOCATIONS DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOR THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS. BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR 1PER SUBSTRATE, EDG TABLES 18.188 EDGE END DISTANCE SEE TABLES SIDE VIEW 1B-16B INSTALLATION NOTES: 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 ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. •• • • • •• EDGE DISTANCE FOR MASONRY ANCHORS EMBEDMENT 1 ••• • • • • • •• • • • • • ••• • ••• • • • • • •• • •• �•• • •• • • • •• • • • • • ••• • • • • • • • • i • • • • • • • •• • • • • • ••• • MULLION EEC KSTRIP ANO ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW TYP. ANCHOR PER SUBSTRATE. SEE SEE TABLES 1B•16B MIN 2,T K51 - - EDGE CONCRETE OR CMU ) I DISTANCE, SEE SEE TABLES EDGE DISTANCE 113-163 FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-18B BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. N yy NN km 2 O M 2 I m I Z O) N O V O QO co O PRODUCT REVISED as complying With ale Florida Building Code Acceptance No - W. ' 0_5 L'X, notion Date -k W - /1021 OC�.111YNPl IM 1/, �. 410ENSF •'•F'D i No. 58705 STit E OF OC -. FLOIiIOP.%AO 1/S`S'/O)VA\-. A. L'S'NNIMILLEF , P.E. FL P.E.# 58705 ••• • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EXTERIOR EMBEDMENT TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-13B MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B EDGE DISTANCE FOR MASONRY ANCHORS MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW INSTALLATION NOTES: 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 ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI.DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. THE OFFSET CLIP IS RECOMMENDED FOR FIN.FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B-13B EDGE DISTANCE SEE TABLES 1B-13B •• • • • • • • •• FRON▪ T VIEW • • • • • • • • • • • • • • • • •• • • • • EXTERIOR • • • • • VARIES —.125 MIN. c„� :6222221I TOP VIEW DETAIL E: MULLION TO MULLION INTERSECTION NOTES: (U-CLIP) VARIES LINTERSECTION U-CLIP • • • • • FRONT VIEW MULLION EXTERIOR 1) MAY BE INSTALLED IN "TEE' OR 'CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. %12 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS SEE SHEETS 21-23 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-13B •• • F(frt 5TEEI STUDS THINNER THAN 18 GRAND COMPLIANT WITH THE FL BUILDING CODE, R2X WOOD BACKER MUST USED. • • AI tHMENT BY OTHERS. USE WOOD ANCHOR SPECS SEE SHEETS 21-23 FOR HOLE LOCATIONS MULLION • • • • • NOTES: 1) I X WCOD-BACKED STEEL STUDS, WOOD A1TpH R \:ILU€S MAY BE USED. 2) SEBaCOQREEPONDING MULLION TABLES, SliEE78 5-201 FOR QUANTITY OF SCREWS. EDGE DISTANCE SEE TABLES 1B-138 SIDE VIEW MULLION SIDE VIEW EDGE DISTANCE SEE TABLES 1B-1313 O M co 1 z 0s N CO 0 z Y} O m0 `L co co fiv PRODUCT REVISED ns complying with the Florida Building Cade 1f0-CrLL$.O Acceptance No Expifali• Date CRUE--� QQZI '- nib • Dedo t \�\�I1 11 l/I f 7 7 a��( �vr)N t1I / m: k = twos g1�6:�x_ LU, EOF / >/•) ' A IYN'r(OR.LER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) 400 \ CONDIT RD ONS. MULLION CLIP MODIFIED TO FIT FIELD CONORIONS. 411::.;,,,,,LLIoN N.„,_TYP. ANCHOR PER SUBSTRATE. SEE TABLES 113.146 t> EXTERIOR SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. EXTERIOR EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL. ALUM, CMU OR MASONRY Kr Ae 0 0 0 SIDE VIEW SHOWN WITH 1-X 4' X .125" MULLION STANDARD CLIP TO BE MODIFIED IN -FIELD. NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X .125' MULLION. 2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) MULLION TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES IB-14B EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY • • • • • • • • • • • • • • • • • •• • • • • 2' X 5'X .125' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. EDGE DISTANCE PER ANCHOR S. • • •• • • •• INTO WOOD, STEEL, ALUM OR MASONRY DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30' OR 45' BAY MULL TOP VIEW TYP. ANCHOR /PER SUBSTRATE, / SEE TABLES 15B OR TUB EXTERIOR 2" X 6' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INS DE OF BAY MULL. EXTERIOR • • • •• • Nyl EtFO:INSTALLATION OPTION G & H: • 1)l1SEs2 AYIGLE C14IpS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. • • • •• 2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. • 06) DETAIL H.SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE • • LOCATIONS. • • • • • • • • • • • • • • • • • • • • • • • • • • • IS O Tn z 0 J J 7 2 w I- 2 7 Z 7 Q F z T!) w 0 0 B $N a 03 I cc M 10 2 A V) w w to 0 I— J 7 m N co a� O a Z cn O m0 Ix to O Tce PRODUCT REVISED ns complying Wills the Florida Building Code l�s+�021$. Acccplmce No _ O Expiration Date �y LYNN b9'''( //i: NO. U3703 FLOP\1??.• .Ci..: FL P. 5B705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0010 • • • 0410 • • TABLE 1A Mullion C patty Table (Ibsft2) 1 x 2 AIum.Tube Mulllon Opening Width (forkerticailyeparTlirp mU lons) or Opening He ght (tor hori2ontely-eparTing muJorls) x .125 50 h 601n 701n 601n 901n 1001, 1201n 1401n 1601n Rectangular TrepfMang. Rectangular Leering Trep/Trlang. Loading Rectangular Loadng TraptTdeng. Loading Rectangular Loading Tsp/Td.og. ' Loadng Rectangular Loading Trepl111g. Loading Rectangular Loedn9 Trap/Meng. Loading Reeteng0er Loafing TrepRdeng. Ladng Rectangular Loading 7FaW70en9• Ladhg Rectangular Lowing Trap/Nang. Loading Lowing Lowing A & A _ a _ i .� 1 _ I _ _ I F ,b'_ Ai 6p r3 & III t L' aI 111 a # A' F 141 .i: b_ lg L' 1 .&_ l& _ a :b'„ Ai F 1 #._ IA &... l$ I �- aI a- Mull Length I 42 h 111.9 408 129.5 332 93.2 40$ 115.5 325 79.9 405 107.0 321 69.9 408 104.4 319 62.1 406 104.0 319 55.9 408 104.0 319 46.6 406 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 461n 74.9 312 83.8 258 624 312 73.4 252 53.5 312 67.0 248 46.8 312 e3.2 248 41.6 312 61.3 244 37.5 312 81.0 244 31.2 312 61.0 244 28.8 312 61.0 244 23.4 312 01.0 244 50.6251n 83.9 281 70.6 234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 210 22.8 281 49.3 219 20.0 281 49.3 219 54 In 52.0 247 57.5 207 43.9 247 49.8 202 37.6 247 44.e 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 35.4 193 21.9 247 35.1 193 18.8 247 38.1 193 16.4 247 38.1 193 CA In 38.4 200 41.2 170 32.0 200 35A 165 27.4 200 31.5 183 24.0 200 20.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 150 631n 33.1 181 35.3 155 27.8 151 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.8 181 21.7 143 681n 28.6 165 30.6 /42 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 721n 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 118 76 In 15.9 125 19.7 109 15,7 125 10.5 107 76 In 17.5 118 18.2 104 u,nune rwownmry Art rare' TABLE 1B Anchor Capacity Table (lbe) • Wood Metal Anchor Cllp Patterns Substrate' 2.7k Concrete 3.5k Caw. Hollow CMU Filed CMU PT Anchor Typo: 3/10' Eko Ullracon 1/4' Eko UllmanUWeea 5/18' Eko 3/16' Eko deacon 1/4' Eko Ultras n 1/4' SS Eko A9greGetar 5/18' Ela USmea 1/4' SS Eko AgOne6abr 910 St.N Screw (05) e1281eel Screw (GS) 912 Sled Sorel,/(O5) Edge Olalence(hY. 1" 2-12' 1' 2-1/e" 3.1re' 1' 2.117 1' 2-17 7 }tIC 7 0.48' 0.54' 0.324 Embedment (InX 1-3/4' 1.3/4' 1.3V' 1-3/4' 2' 1.114' 1.1/4' 1.1/4' 14/4' 1-1/4' 1.1/4' 2' 13/8' 1.373' w•s 5601bs 2 Anchors Min. O.C. / Standard or 08ed 13Ip (Pg. 1X 390 Ws 390 Ws 450 bs 890Ite 16441bs 2701ba 28011w 3541be 740 bs 37416s 664100 948 be 3411b, 4421a 1120 bs 1)4.75' 4 Anchor. 1.15' Min. O.C. / 8lenderd (or Offset) Clip dig. 2X 480 Wa 7001be WA WA WA WA 3501bs WA WA WA WA WA 862 bs 9051Ee 7120 ms Q 4 Anchors 3' Min O.C. / (2) 245 Angle C5ps / ffb. 3X 780Ibs 7801be 850 bs 156010s 1896 Ms 5401bs 58011a WA 780 be 7481a 680Ibs 159216a 652 lb. 69516s 715 Ws 19 2 Anchor. ®D.4S Mal. 0.0. / UQb. Into .125' Alum. (Ft. 4). WA NIA WA WA WA WA WA WA WA WA WA WA 473 In WA 170 Ix N/A 221 Ibs 2801bs 1 Anchor I FCep ff19. 5): 195 Re 195 bs 225 bs 4451bs 872 lbs 135 Ws 140 15e 177 be 37010s 157 bs 332 [Ds WA WA 341Ws 4421b 560 bs 2Mohorsfl 1.15' Min. 0.C./FCI19 (Fig. 6X 2401bs _..___ 350 Me ___.. ...�...-......,•.,„ten. N/A WA NIA rum cNIA .rnwoW la rl,M 0 WA WA WA NOTE: FOR THE OFFSET CLIP, USE THE FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 6: • • MENT FORMULA: (DP ) X ANCHOR CAP„„,,,,.\ _ ANCHOR CAP.,,, MULLION CAP.,,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIEL1Dp FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, AVIQXIM4f1Ott LICA IIGF4 . • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFAA T•1 30 SrPP•t�CIPICA11ONI. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHAWL CON M•TO�ST C-90. rib SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH SG OF10.115, ALYMINUM`tthhhTTTTTAl E T .%4D BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18GA GE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. • • •• •• : • • • • • • • • • • • • • • • . • • • •• •••• ••• • • •• • • • • • • --, 1.000' f~ -r 2.000' 125' 1' X 2' X .125' MULLION z 0 7 W CO cn 1- z Z F co a to N E W tm 0 83 60 ss a 05 AO O z co 0 tO 07 fn 0 e:0 PRODUCT REVISED as complying with tIM Florida Building Code Acceptenw No - .0 E drat'. Date 1t711/1 By JL.._. Miami - e Product )8• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • • • • • • • • • •• •• • • TABLE 2A Mullion C pocky Table (Ib0Rt2) 1 x 2 AIum.Tube Mullion Opening Width (tor verlic0tly-spaiW ng millions) or Opening Height (for hodzonte8y-sparing millions) 50 In 601n 7016 801n 901n 100 In 12091 1401n 1601n Rectangular 1-046In9 Trep'Trlanp. Lo00ng Rectanguar Long Tracrdang. Loading Rectangular Loading 'freWTrlar9. Loading Rectangular Loading Tlap/Trlang. loading Rectangular Loading Trap/Thug. Loadhg Rectangular Loading Trap/Mang. Loading Rectangular Loading TrapR118rs. loading Renton:5ar Trep/Tdang. Loading Rectangular Loading Trap/T4ang Loading x.376 IId _ �" Idid a d$�$ I I/ _ l� g 0 IId _ 1�" 1a$ d II/ _ Ig �' III iId �" �• � II 1 r. �' IIi 1g III d I tig II I 5 B r�f� t3 /Id ¢� tx&k 6 II/ y� I1 ploadhg ZIi ys IZ g� g i "- � 3IZ " y�. fi J i 42 In 170.0 820 170.0 435 151.3 662 170.0 478 129.7 682 170.0 608 113.5 932 169.5 516 100.9 682 188.9 517 90.8 632 1689 517 75.7 662 165.9 517 64.9 862 1689 517 58.7 662 168.9 517 481n 121.6 507 138.0 419 101.4 507 119.2 410 88.9 507 108.7 403 78.0 507 1026 399 67.6 507 99.6 397 60.8 507 99.0 396 50.7 607 99.0 396 43.4 507 99.0 396 38.0 507 99.0 396 50.5261n 103.7 458 114.8 379 86.4 458 99.9 371 74.1 456 90.5 364 64.8 456 84.8 360 57.6 458 61.3 357 61.8 458 60.0 356 43.2 456 80.0 356 37.0 458 60.0 356 324 456 80.0 356 541n 85.4 400 93.3 338 71.2 400 130.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 35.6 400 61.8 313 30,5 400 81.8 313 26.7 400 81.5 313 801n 62.3 324 68.9 276 51,9 324 57,5 270 44.5- 324 51.2 284 38.9 324 48.9 200 34.8 324 43.9 257 31.1 324 42.0 255 28.0 324 40.5 253 222 324 40.5 253 19.5 324 40.5 253 03 In 53.8 294 57A 252 44.9 294 49.2 246 38.4 294 43.6 241 326 294 39.8 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33.5 230 19.2 294 33.4 230 18.8 294 33.4 230 66In 46.8 268 49,6 230 39.0 268 42.4 225 33.4 268 37.5 221 29.2 268 34.1 218 26.0 268 31.8 215 23.4 288. 29.8 212 195 266 26.0 210 18.7 268 27.7 200 14.6 268 27,7 209 72 N 36.0 225 37.9 196 30.0 225 322 191 25.7 225 28.4 188 225 225 25.6 185 20.0 225 23.6 182 180 225 22.1 180 15.0 225 20.3 177 129 225 19.8 176 11.3 225 19.6 176 78In 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 192 202 21.5 187 17.0 202 19.7 165 15.3 202 15.4 163 12.8 202 16.7 160 10.9 202 15.9 158 9.6 2(r2 15.6 158 78 In 20.3 192 29.6 188 23.6 192 25.1 165 202 192 22.0 162 17.7 192 19.7 159 15.7 192 18.1 157 14.2 192 188 155 11.0 192 15.2 152 10.1 192 14A 150 8.9 192 14.2 150 90 In 18.5 144 19.0 128 15.4 144 18.1 126 951n 15,2 127 15.8 113 _ _ --_--_- --_---_- _ ••• TABLE 2B Anchor Capacity Table (Iba) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Cane. H08ow CMU Filed CMU PT Wood Metal Anchor Type: 3/16' Elco!Brecon VP Eko Ullrecon 5/16" Etc* U3recon 3/I6' Elco Ullracon 1/4'Elco Uanwon NVSS Elco AppeOelu 5'18• Moo UlVecon 1/4' SS Eko Agpre(ielor 510 Steel Borer (G5) a12 Steel Screw (OS) 412 Steel Straw (GS) Edge Distance On) 1' 2117 1" 2d/7 3-1I8' 1' 2II2" 1' 2.1rC 7 3-1/8" 2' 0.48' 0.5/' 0.324" Embedment On): 14/4' 13/4' 16/4" 1.3/4' Y 1.1/4' 1-1/4' 1.1/4' 1-1/4- 1.1/4' 1.1/4" 2" 1-3/8' 131e' wades 2 Anchors 4,75' Mb, O.C. / Standard or Offset Clip (Mg. 1): 390 be 393lbe 450 bs 690 be 1644 be 270 bs 280 Ito 3541be 74010s 3741be 664 Ibs 9481bs 34116 4421bs 560 b • 4 Anaheim • 1-15' Mb. 0.C. / Standard (or Offset) alp (Fig. 2): 4801M 700 50 N/A WA N/A WA 380 be WA N/A WA N/A WA 66216e 6851b* 11201Ds 1120 b, 4 Anchors • 3" Min. O.C. I (2) 2s5 Angle Clips / (Fig, 3)-. 780 Iba 7801W 680 bs 1560 be 1896 be 5401bs 560 be N/A 7601M 7461bs 8801a 1892 be 682 bs 6851bs - 2 Anchors • 0.45' Mtn. O.C. / U{2q, into Alum. (Fig. 4): WA NIA WA WA N/A WA WA WA N/A WA WA WA N/A NIA 715 bs ,125" 1 Anchor I FLIIp (Fla. 5): 195 be 195 bs 225 be 445 bs 8221be 195 be 140 Iba 1771b1 3701be 1871bs 3321bs 4731bs 170 bs 221 be 280 les 2 Anchors • 1.15" Mb. O.C./ F{21p (Mg. a): 240 be 350 bs WA WA N/A WA 190 bs N/A N/A WA WA WA 341 bs 442154 560 be NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CL . FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 8: • • TMENT FORMULA: ANCHOR CAP.,,.,,,,,, (DP,�) x ( ) - ANCHOR CAP.., MULLION CAP.,,.,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHSNN PRI I110Tf0 SiCALE•FOR fyXAC•T ouvisioNs, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIE FOLLOWIRG I1RME/ISIBNAWRESTR ICtIS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, AP XIMATF•FrGLEiLeI]ATI•NSIa • • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHAM-4CONFplaT0AEI:01 SP OIFIVAy� ISMS- HOdLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C O. WOOD%HACL•BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL 4NCIM INTO 'VIAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO -WOOD Gm BE �T , 18-8 S.S1OR. 410 O.S. • • ••• •• •• • • • • • •• • • • •• • ••• • • • • • •• ••• • --1 1.000" I-- 2.0LLJ45 00' " 1"X 2 X.375" MULLION rc -3 co 10 1 03 N co $O d' O O 1 O m@@0 0 N m0 0c r•RODUCT REVISED as complying with m9 Fiords Building Coda Acceptance No i -02 • D Expiration Dole Miami n- • • Pro 56ct a `�) A,U11111/r/,/ ,:s••• \ON ( LYNN . i/ll -..• •oCEN,9 ••.. O,p No.58705 `Cl 6 a A'./01c)NA - ��11, A. L' NN MIhkEFi, P,E. FL P,E.# 58705 411•0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • • • • • • TABLE 3A Mullion C pacity Table pee) 1x2.76x .375 Alum. Tube Mullion 501n Rectangular Loading 42 In 48 In 50.625 In C 601n 63 66h 72 In 170.0 170.0 170.0 170.0 ›.1 121.9 106.0 81.6 ii 620 708 747 797 735 686 607 Trep/then8. Lowing I 170.0 170.0 770.0 170.0 151.5 130,0 112.4 4i 435 524 563 612 625 670 522 Rac Loafing 170.0 170.0 170.0 1 68.3 601n rap/Trleng. Loading Opening Width Or vertically-sparslrg mUlions) or Opening Height (tor horizontely-spannrg mations) 701n Rectang4ar Loafing Loading 60 In Reeleng er Loading nap/Wang. Loading 90 In Rectangular Loading Trep/Tdeng. Loedrag 1001n Rectangular Loafing Trap/Tr1eng. Loading 120 In Redeng0er Loading 17ep/loeng. Loafing 1401n Rectangular loadnng Trep/Teeng. Loafing 160 In Rectangular Loading Loaning 41 744 850 896 607 fit 170.0 170.0 170.0 170.0 130.3 111.5 96.1 pR 478 594 631 691 611 557 511 F 170.0 170.0 167.8 136.2 100.8 $7.0 510 65.6 443 68.0 510 73.0 434 76 In 78 In 90 In 96 h 69.4 64.2 41.8 34.4 458 435 327 108 In 111 In 24.2 22.3 287 227 72.5 87.0 43.1 35A 400 381 290 257 57.6 53.5 34.8 458 435 327 25.7 287 81.7 58.8 36.4 29.9 392 373 265 252 ggE 869 992 1032 907 735 666 75.7 7 10 49.8 50 45.9 29.9 24.6 170.0 170.0 170.0 164.7 118.0 96.9 85.0 ii 506 830 684 730 699 547 501 11 770.0 170.0 148.8 120.9 88.2 76.2 66.2 992 1133 1032 907 735 668 607 170.0 170.0 170.0 152.5 106.2 90.1 77.1 y44� 519 661 723 720 590 530 493 1 170.0 151.8 130.5 107.5 75.4 67.7 58.9 �gyg 4� 1118 1139 1032 907 735 666 607 170.0 170.0 170.0 145.0 99.5 63.9 71.5 621 877 747 714 563 531 456 I 170.0 1313.8 117.4 96.8 70,6 60.9 53.0 1240 1139 1032 907 735 666 607 it 170.0 170.0 170.0 141.1 95.1 79.8 67.6 4s 521 680 756 710 578 526 461 I 148.7 113.9 97.9 80.0 56.6 50.8 44.2 E it 1301 1139 1032 907 735 666 807 ii 170.0 170.0 170.0 140.0 91.6 75.9 63.4 ti pp� 4 521 600 758 709 574 521 478 it 127.5 97.6 83.9 69.1 50.4 43.5 37.9 yp�e 2 1301 1119 1032 907 735 666 607 170.0 170.0 170.0 140.0 91.8 75.6 62.7 621 660 756 709 574 521 474 73.4 60.5 44.1 311.1 33.1 1301 1139 1032 735 666 607 170.0 170.0 170.0 140.0 91.6 75.6 82.7 521 680 758 709 674 521 474 64.3 426 51.0 510 67.9 419 45.4 510 53.3 413 40.6 510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 435 327 287 54.1 49.8 31.6 26.0 365 368 280 246 215 24.7 22.7 205 194 20.2 227 16.8 215 20.6 19.1 201 191 17.3 15.9 227 215 18.0 18.6 195 186 43.4 40.1 26.1 21.5 458 435 327 267 CE;.227 48.6 44.7 28.3 23.1 '378 360 275 244 39.6 35.7 23.2 19.1 456 435 327 287 44.6 40.9 25.7 20.9 373 355 271 240 34.7 32.1 20.9 17.2 458 435 327 287 41.8 38.1 23.7 19.3 368 351 265 237 28.9 26.6 17.4 14.4 458 435 327 287 37.7 34.4 21.0 16.9 382 344 262 232 24.8 22.9 14.6 458 435 327 313.0 32.6 19.3 359 341 258 21.7 20.1 458 435 35.7 32.2 355 16.0 195 120 In 17.6 184 17.9 167 TABLE 3B Anchor Capacity Table (Iba) Anchor Clip Patterns Fa PT Wood Metal Sa61R1e: Anchor Type: 0.ra 3/16. Eko Ullrecon (1-* ` Eko Ulrecon ... 5116' Eko NVzon N16' Eko Ultaacon 1/4' Eko tatracm 1/4' SS Eko AggnXletw 5/16' Elco UI1lacan 1/4' SS Eko AWre(7alw 1/10 Steel Screw (G5) 012 Steel Screw (G5) 812 Steel Screw (OS) Edge distance (In): I' 2-7/7 I' /21l2 l - _.._ 3-1/0' _ I' 2-1/2" ..... ..... 1' 2-1/2* ..... ..0 2' ... ra 3-11C 1_�re 2' 7.t.La' 0.48' 0.54' 1.318' 0.324' aeries Embedment(Int 1.3/4 2 Anchors 12 4.75' Min. O.C. I Standard orOffset alp (Ek. II: 390 ks 480 ins 4 Anch r4R9e+41raaaeM NYGk+liG9g. FLIC 2). 4 Anchors 4g 3' Min. O.C. / (21235 Angle Cips I (Flp_ 3 2 Ant Yu. At: IILCIlo hie 195'•Y 1 Anchor l F-C9p (F1p. 5): ins N/A 195 Re 240 ke 1- 390 ks 7001bs 7801W NIA 195106 350 ks 4501be WA 680 the WA 225 6m WA 13901es 44510 WA 16441W WA 15961b6 WA 822104 WA N/A WA 1351134 NiA WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • • • 354 be WA NIA WA 177 On WA N/A WA 370104 N/A WA WA N/A 3321134 N/A WA 1892 lb, WA 473104 N/A 341 Mx 341 PM 221104 715104 C".=-.) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP... USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • 3) MULLION AND MUeL6LON C011•15 SIMON ARE NOT tirtALg.fOR EXACT DIMENSIONS, SEE SHEETS 21-23. FIGURES SHOW SUGGESTED, PPR&MATE•10LE*006TIONi. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCZ UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED THICK. STEEL STWDS T BE A MI •1UM GRAD, 33 AN013046; Tlir4113 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND•I36. /V Irtellb METAI/SHALLf)(74ND AT LEAST 3 SCREW THREADS BEYOND co 0 co LU 4,4 co 11.1 eeZ co co to PRODUCT REVISED es complying with ihe FlOrlds Building Code B. eal de Product Coldr411-1 TABLE 4A Mullion C peaky Table (IbelR°) 1 x .860 Mullion Opening Width (for vettce57-operT(70 mt/1ion9) or Opening He ght (for horiznrtaly-9perrirg mullions) 501n 80In 701n 801n 901n 1001n 120In 1401n 1001n 2.76 x Rectangular 1.004n9 Trap/Meng. Lowing Rectangular Loading Trapidan9. Loaning Rectangular Loading Trap/Wang. Loadng Rectangular Loaning 7Fap/Tdang. Losing Rectangular Loaning TrapITdrd. Loaning R001angdar Trap/Mang. Loading Rectangular Lowing Trapl7ing. Lowing Rectangular Loadn9 T4op/TdarO. Loaning Rectangular Loaning Trep/Tdrhg. Loafing Alum. I1� III fill hi &� ��{• i _i hi 111 hi 31flu I. hi 1 h ��g••• a 11 h I11I h i 11ii �8 iLoaning II 'y . fi111 i � 111 � g c3 ihfinn hi h fi111 g inl II o �n la fir Mull Length I 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 521 138.8 1820 170.0 521 48 In 170.0 700 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 680 141.7 1417 170.0 080 121.5 1417 170.0 650 106.3 1417 170.0 880 50.8251n 170.0 747 170.0 563 170.0 898 170.0 1331 170.0 1046 170.0 684 170.0 1195 170.0 723 182.6 1250 170.0 747 146.3 1288 170.0 758 121.9 1288 170.0 758 104.5 1208 170.0 756 01.4 1286 170.0 750 541n 170.0 797 170.0 812 170.0 955 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.0 1130 170.0 559 100.5 1130 170.0 001 96.1 1130 170.0 061 75.3 1130 170.0 861 601n 170.0 885 170.0 701 1413.5 915 182.3 781 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 87.9 915 118.5 720 73.2 915 114.4 715 62.8 915 114.4 715 54.9 915 114.4 715 6317 151.8 830 161.9 710 126.5 630 138.0 694 108.5 630 123.2 081 94.9 830 112.2 670 84.4 810 104.6 882 75.9 630 99.4 658 53.3 630 94.5 849 54.2 830 94.1 849 47.4 830 14.1 049 88 In 132.1 767 140.0 650 110.0 757 119.0 638 94.3 7 105.9 824 82.5 757 98.1 614 73.4 757 89.1 606 65.0 757 84.2 600 55.0 767 79.0 593 47.2 757 70.2 591 41.3 757 782 591 7210 101.7 638 106.8 552 64.8 638 91.0 540 7 00.1 530 63.0 038 72.2 521 58.5 638 68.5 514 50.9 836 02.3 508 424 636 57.2 500 36.3 838 55.3 497 31.8 636 55.2 497 78 In 88.5 571 90.4 498 72.1 571 78.8 468 571 67.4 470 54.1 571 60.6 471 48.0 571 55.5 484 43.2 571 51.8 450 38.0 571 47.0 451 30.0 571 44.8 447 27.0 571 44.5 448 78 In 80.0 542 03.4 474 60.7 542 70.8 465 57.1 542 62.1 458 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.6 425 25.0 542 40.1 423 901n 52.1 407 53.7 381 43.4 407 45.4 355 37.2 407 30.6 349 32.5 407 35.3 343 25.9 407 32.1 338 20.0 407 20.6 334 21.7 407 25.1 327 15.13 407 24.1 322 10.3 407 23.0 319 965, 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 355 28.8 304 23.8 358 26.1 300 21.5 35e 24.0 296 17.9 358 21.0 289 15.3 358 19.2 254 108 In 10.1 283 30.8 255 25.1 283 25.9 251 21.5 263 22.5 247 18.8 263 19.0 244 16.7 283 18.0 240 15.1 283 18.5 237 1111n 27.8 287 28.3 242 23.1 287 23.6 235 19.0 287 20.6 235 17.3 267 18.3 237 15.4 287 16.5 228 120 In 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 TABLE 4B Anchor Capacity Table (Iba) Melal Anchor Clip Patterns Substrate: 2.71n Cons 0Ie 3.5k Cone. Hollow CMU Filled CMU PT Wood Anchor Type: 3/16• Eko Uliracon 114•Ekro Ullrecun 5/W EC* IIVaean 3/18-Eko Ultrecon 1/4•Eko N9xan 1/4' 83 Eke AS0neO9lor 5/16' Elco Ullncon 1/4' 53 Eko A9preOelor 910 Steel Screw (OS) 912 Steel Sorer (65) 912 Steel Sole. (GS) Edge Distance (Ink r 2-1rz• r 21n• 3-11e• r 2-112' r 2-1? r 3-Br r 0.46• 0.51• 9.321• Embedment On): 1-3/4' 1-3/4• 1314' 1-3/4' r 1-1/4• 1.Il4 1.1/4' 1.1/4' 1-1/4' 1-1/4' r 1-3/8' 1.3/5' series 4.75• Min. O.C. I Standard or Offset Clip (Fb. 1): 390 Poe 3901bs 4501b 8901be 164410s 2701bs 2601b 354Ib 740 Me 3741b 684 15$ 946 tb 341 Ms 4421b 51301b 11201b 2 Anchors Q Anchors 1.15' Min. O.C. / Stewed (r OBee6 Clip (Fig. 27. 480 M 7001be N/A WA WA WA 3801b WA WA WA N/A WA 6821b 1120 •s 4 Q 4 Anchors Q 3' Min. 0.C. / (2) 2s5 Angle Clips I (Fb. 37 760Ibs 78015s 8601be 15501b 1896114 54015e 580104 N/A 76024 748104 B801be 159210e 652 •s 7151b 280116 2 Anchor (9 0.45' Min. O.C. / UC71p, into .125' Alum. (FIg. 4y. __.. N/A ._-. . N/A ....... WA ....... WA ...aw WA WA Liss WA 14ofba WA 177 On WA 3701b WA 187Ib WA 3321bs WA 4731b WA 1701ba 2211b 2 Anchors ® 1.15' Mtn. O.CI F-Clip (Fig. 6): 240 6$ 3501bs WA WA WA WA 1901b WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24 FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 6: • • WA WA WA WA 34116s 4421b 5801b TMENTFORMULA: ANCHOR CAP.,",,,,,,, (DP,)Xk )ANCHOR CAP.,,, MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLAjIQPPBEANElN M4)LIALENGjHS AWD/Q2 OPIING WIDTHS IS ALLOWABLE. • • • • • • • • 3) MULLION AND MULLI4 CLIPS•SIOWNTIRE NUT SO WALLFQR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIE F L lipI� D�AEMSICNAL RiSTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGIESTEO,# P 1OX t E HO�tOC.T117NS.• • • 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 YELLOW SOUTHERN IINF•VAI-1 AN S OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS1110 BRA MINIM 11A GRADg S3 ND .045' (HICK (1i GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK Alp A369ALL ANCIIIC*6 IN Q TAL SFiALUIEX1ENl}'5T LEAST 3 SCREW THREADS BEYOND THE MATERIAL. lye& #12 A. HORS 13FTO1WOOD Y DE b 18�8 S. •• •• . OR 410 S.S. ••• • • • • • • • 000 • ---I 1.000" I -- -I 2.750' .850' 1' X 2.75' X .850' MULLION Mirun to co E 0 W 0. J 7 i no (D X to N X fig^ CC O 00) 10 I z 0) N co 0 0 a z 0 m0 `1 0 rc� PRODUCT REVISED as complying with the Florida Building Code 4. it, we,0_3 AeceptancDNO Q,Oal Expiration Dale 1 �1111f1 //// X\; SOS .. .. d 9/4 y ,,% Q��t • .1,10ENSF ••.F'(1 ,< i7C No.`//,/O /'UT .F'GOR1oP..'' oc ','ONAN- ,' ///1/11111'\ A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • 1110 • • • • • • ••• • • TABLE 5A Mullion C psolty Table (Ibs/R8) 1" x3.126"x .600Alum Tube Opening Width (for ver740a53-sparrirg millions) or Opening He ght (for hod2nntaly-sPernrg mt15ons) 50 In 60 In 701n 8008 90 In 100 N 1201n 1401n 1601, Rectangular L0961,0 Trep/Meng. Loedn4 Rectangular Lowing TeyMeng. Loadng Reclangis Loadn9 Trap/Mang. Loafing Rectangular Lotting Trap/Mang. Loading Rectanguer Loading hapnIerg. Looting Reclenguar Coating TrepRAeng. Loafing Rectangular Wading T,ep/bleng, Loadng Rectangular Loafing Trap/Mang. Loafing Reoinguler loadng hap/Bang. Leafing Mull �• 8� a IB aI f g €� r $g 5 f,. E is r i " fs.. IA 21 . .1 aI - a 11 `g'1 "s.. eg " D °1 r R� it @ I '15i5 n '$_ R�. z" al 1,. 111 ' 11 41 ; ) f " f _ ; dyn L' 0I g 1 £ I. 1 f 1.. P�. d�1 � , 'gam 1(a 11 f 1 a d� $1 tt� 11 i j 3 2 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1485 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 481n 170.0 708 170.0 524 170.0 550 170.0 584 170.0 902 170.0 030 170,0 1133 170.0 861 170.0 1275 170.0 077 170.0 1417 170.0 880 157.7 1577 170.0 550 135.1 1577 170.0 680 116.2 1577 170.0 680 50.6251n 170.0 747 170.0 581 170.0 898 170.0 831 170.0 1048 170.0 084 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1495 170.0 758 121.5 1495 170.0 758 1083 1495 170.0 756 54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 188.1 1401 170.0 837 140.5 1401 170.0 650 124.8 1401 170.0 881 105.8 1401 170,0 861 93.4 1401 170,0 881 6015 170.0 885 170.0 701 170.0 1003 170.0 797 158,5 1156 170.0 078 138.7 1150 167.0 028 123.3 1156 158.5 917 111.0 1158 140.7 910 92.5 1156 144.5 003 79.3 1156 144.5 903 69.4 1155 144.5 903 83 In 170.0 930 170.0 745 159,E 1049 170.0 550 137.0 1049 155.5 680 119.5 1049 141.7 640 106.5 1049 132.0 836 95.9 1049 125.5 828 79.9 1049 110.3 620 68.5 1049 118.9 819 59.9 1049 115.9 619 88 In 188.6 955 170.0 789 139.0 955 151,3 804 119.1 055 133.7 788 104.2 055 121.4 776 02,8 955 112.0 765 83.4 955 1084 757 69.5 055 90.8 749 59.8 955 98.7 746 52.1 955 98.7 748 Min 120.5 803 134.9 897 107.0 803 114.9 682 91.8 803 101.1 070 80.3 803 91,2 659 71.4 803 63.9 619 64.2 803 76.6 642 53.5 803 72.2 632 45.9 803 89.8 628 40.1 507 78 in 109.2 721 114.1 020 91.0 721 97.0 616 70.0 721 85.1 605 88.3 721 78.5 595 60.7 721 70.1 568 54.0 721 85A 579 45.5 721 59.4 569 390 721 58.e 564 34.1 721 56.1 563 781n 101.0 884 105.4 599 6/.2 884 09,4 587 72.2 654 70.4 576 63.1 664 70.4 567 58.1 684 64.4 558 50.5 084 59.9 551 42.1 654 54.1 541 35.1 664 51.3 Sae 31.6 PA 50.6 534 90 In 65.6 514 67.9 456 54.8 514 67.3 448 47.0 514 50,0 440 41.1 514 44.6 433 38.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 614 30.4 406 20.8 514 29.0 403 90 In 54.2 452 55.7 404 45.2 452 47.0 390 38.7 452 40.9 390 33.9 452 38.4 384 30.1 452 32.9 370 27.1 452 30.3 373 22.6 452 26.0 385 19.4 452 24.2 359 16.9 452 22.8 355 1081n 38.1 357 38,9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.6 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.0 357 18.0 203 13.0 357 18.2 287 11.0 357 15.0 283 11115 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 28,1 298 21.9 338 23.1 202 10.5 338 20.8 288 17.5 338 19.0 204 14.6 338 10.5 278 12.5 336 14.8 273 11.0 335 13.6 289 1201n 27.7 269 28.2 283 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 15.4 289 10.3. 249 13.0 289 14.0 248 11.e 289 12.6 240 9.9 289 11.4 238 8.7 289 10,4 232 TABLE be. Anchor Capacity Table (Ibs) Anchor Clip PatternsAnchr Su5s9ale. 2.71t Corcide 3.5k Cask. Hallow GNU Feed CMU PT Wood Mdr type ytC Elco Mncn V4'Ek085040n y17 Eico UIIImM S'16'EICa UAiam 114'EkoUancon 114'SS Eko Agge0afor 5116'Eko Uracon VC SS EIco A99IeGatcr 810 Steel Sow035) A12816E1 Scree(G5) 012 Steel Screw (G5) Edge 0stance6n) 1' 2.112 1' 2-1/2 3.1/8' r 2-1/2 1' 2-112 2 3-1/3• 7 0.48' 0.54' 0.324' Embedment On) 1314' 1-344' 1-3/4' 1.3V' 2 1-1/4' 1.1/4' 1-1/4' 1.114' 1-1/4' 1-1/4' 2 1-Yr 1.193' varies 2 Auction g) 4.75- Min O.C. / S1a4re Er offset Cep (Fla 1) 390 Ds 390 Ds 450 Ds 890 Le 1614 Ds 270 As 260 8s 354 an 74010e 374 Ds 664 Its 046 Ds 34110s 442 Ds 56016 4 Alraors 0 1.15' Mkt O.C. / SlrMam (or Or6N) Cap 69g 23 490 in 7001as NIA WA N/A NIA 383 Da N/A WA WA WA WA 682 D5 865 re 1120 Me 4 ArclOrs et 3' MD. O.C. I (2) 2i5 Argle Caps / (FT0 3) 7801n5 763 Ds 680 On 1560 Le 1666 Ds 540 Ds 5601hs NIA 760113s 748 Ds 860 9s 1892 8s 032 Ds 8859s 112010s 3 Ant hots Q0.45'MD. O.C./ 0Caap, Into Alum. RE 4) N/A WA N/A WA NIA WA WA N/A WA N/A WA WA NIA WA 1073 Ds .125' 1 Arc10r/ F-Cp (Fl9 5) 105lbs 105133 225 DS 445 D9 ea A16 1358s 140 Its 177 Ds 37011s 187 Ds 392108 473 Da 170 As 221 es 280 08 2 MOWS 0D 1.19' kOn 0.CI FLep (Flg 6) 240 Ds 350 Ds N/A WA NIA N/A 103 ice NIA WA N/A WA WA 341133 4421m 560 0A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STAN..RD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE5: FIGURE6: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X (ANCHOR CAP.,,,,,,,,,\ _ ANCHOR CAP.., \ MULLION CAP.,,,,,,,. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPO ♦ISN BEOVYEEKMUIL LEt4GTHSeiN(JOR OPENING WIDTHS IS ALLOWABLE. • •• ••• • • • • 3) MULLION AND MUtliON CLIPSSHOVITARl+ NOW TOsSC4LE:6OR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED ly THEI LD O OMNG9IMEMStIONAL•RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SU•(BESTEp,P PR Yjf /Te)-II E LQCAUIONS. • •••• 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 YELLOW SOUTHER" PIpIF•4ITH AN G OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO ,vE A MINI M G DE 33 AND .04f" THICK4(18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICKAND M6. ALL cps T ETAL !HALL EIeTEMD AT LEAST 3 SCREW THREADS BEYOND THE MATERIAI AO & #1 :A. CHORSIINTO 0I MAW BeiTFfEL,S8-86.S. OR 410 S.S. • • • • � •••• • • • • •• • 3.125' 1-1.000'-I .50 1' X 3.125' X .5' MULLION (1' VF MULLION) 1 5 0 0 OA YE �7}ram 0 0 W 0 (n J 2 en X 0 6 k 0 O M A 0 INEW MULLS TO SHEETSET z N 135 §O V O ..O z co 0 .(1) 10 0 0 5.0 PRODUCT REVISED as complying with M8 FMMIM S Building Code 16� QI$.O� Acceptance �Q021 Bllpiretian Dale By Mi Dodo Product ,\\\t111 s Ny \-1'NN /y// �.••\CENSC •'••. "P r: •,T1r/� (4G. 56705 CY. = -.� •. Siurz- VF O .,�1OR10F: \(y A. LY{YNIMILLER, P.E. FL P.E.# 58705 •.. • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • •• •• •• TABLE 6A Mullion C paclty Table (Ibslf2) 1 x 4 AIum,Tube Mullion Opening Width (for vSNcaly-spar0'rg mllions) or Opening He 0ht (for h5dzoMa9y-sparring millions) 60 In 60 In 70In 50In 90In 1001n 120In 1401n 180 In Rectangular Loading Trap/Tong. Loping Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Meng. Leming Rectangular Lowing Trap/Mang. Loading Rectangular Loading Trap/Mang. Losing Rectangular Losing Trap/Mang. Loading Rectangular Losing 16Opldeng. Lowing Rectangular TrapRdong. Rectangular Traplydag. x .126 11 � 'i 111111 �.. hh ill 11i iI iiiiiif $ i� h� � i fl ��,. hh � i 111 �.. h� � 1fiiiiiiif i h i h �u i flilililflflfl �,. h� y� OC y g 66 •Losing 9 66 R^ 63 ii •••Lo.dng Y sT6 ii1 $Laminnng ii li �•Loedng 111 '" l Mull Length 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 688 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 145.0 1409 170.0 521 127.8 1459 170.0 621 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 081 170.0 1275 170.0 677 156.3 1303 170.0 600 130.3 1300 170.0 880 111.7 1303 170.0 680 97.7 1303 170.0 580 50.6251n 170.0 747 1701 583 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 773 156.1 1235 170.0 747 140.5 1235 170.0 758 117.1 1235 170.0 706 100.4 1235 170.0 756 87.5 1235 170.0 756 641n 170.0 797 170.0 012 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 123.5 1165 170.0 656 102.9 1158 170.0 651 $82 1158 170.0 561 77.2 1158 170.0 561 601n 170.0 885 170.0 701 188.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 148.7 516 111.2 1042 136.8 801 100.0 1012 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 631n 170.0 930 170.0 745 151.2 902 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.0 758 75.6 992 108.4 745 84.8 992 108.0 744 56.7 992 109,0 7M 661n 165.4 947 170.0 789 137.6 947 146.0 766 118.1 047 130.3 788 103.4 947 117,7 752 91.9 947 108,7 736 82.7 947 102.2 727 69.9 947 95.1 713 59.1 947 94.0 711 51.7 947 04.0 711 72 In 135.9 649 142.7 737 1132 849 121.6 722 97.0 649 108.9 708 84.9 549 98.4 696 75.5 849 88.7 688 67.9 849 82.7 675 56.6 049 75.3 859 49.5 049 72.6 652 425 840 72.4 651 76 4, 115.5 762 120.7 865 96.3 762 102.6 852 825 782 90.0 640 72.2 762 00.9 629 84.2 762 74.2 620 87.8 702 69.2 613 48.1 762 62.5 602 41.3 782 59.9 597 36.1 782 69.4 595 761n 106.9 724 111.4 634 09.0 724 94.6 821 76.3 724 62.9 609 08.8 724 74.4 599 59.4 724 88.1 591 53.4 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 587 33.4 724 63.5 565 90 In 69.6 543 71.13 453 68.0 543 60.7 474 49.7 543 52.0 436 43.5 543 47.1 458 18.6 543 42.8 452 34.8 643 39.5 448 29.0 543 34.9 436 24.6 543 32.1 430 21.7 543 30.7 426 96 In 57.3 470 58.9 427 47.8 476 49.7 419 40.9 478 43.2 412 35.8 478 36.5 406 31.8 476 34.1 400 28.7 478 32.0 395 23.0 475 20.1 388 20.5 476 25.6 360 17.9 476 24.2 376 108 In 40.3 377 41.1 341 33.5 377 34.6 335 26..8 377 30.0 333 25.2 377 28.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 304 1111n 37.1 357 37.0 323 30.9 357 31.6 318 26.5 357 27.0 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 1201n 29.3 306 29.8 279 24.5 306 25.1 274 21.0 308 21.7 270 18.3 306 19 2 287 18.3 306 17.3 283 144 In 17.0 212 17.2 196 ----.•----_. _-.. .. .. TABLE 6B Anchor Capacity Table Ilbsl Anchor Clip Patterns Substrate: 2.7k Concrete 3.5a Cone. Hollow CMU Filed CMU PT Wood Metal Anchor Type 3/18' Eke Unison tie Eko Uluacn S/16' Eno UlOecon Y16' Eko Ullrecn 1/4' Eko UBrecm 1/4' SS Eko A9gne0ekr 5/18' Deo Utrecon 1/4' SS Eke AggnAabr 010 Steel912 Screw 635) Steel Screw (05) 1112 Sled Screw (G5) Edge Wlaroe Onk 1' 2.12' 1' 2•tl2' Y1/8' 1' 2.1/2' 1' 2-1/Y 2' S1/B' 2' 0.48' 0.51' 0.324' Embedment (In): 1.3(4' 1-3/4' 1.3/4' 1-314" 2" 1.1/4' 1-1/4" 1.1/4" 1.1/4' 1-7M' 1-1/4' 2' 1a/8' 1J/0' series 2 Anchors @ 4.76' kiln. O.C. / Stendeed or Met Cap (Fg- 152k 39010s 3901bs 450 b. 8901be 18441bs 2701oe 280 Ibe 354 Its 740 ba 3741be 664 (6e 948 69 341 M 412I66 560 (5s 1120 IN 224015s 4 Anchors 0 2.25' Mln. O.C. / Standard (or Obel) C9p (Flo. 3): 7001le 700 bs 580 bs 1410Ibs 05216e WA 580 Ilse WA 830 bs WA 68O lbe WA 682 Ds 68510s Anchors 1.15' Mn. O.C. / Standard (or Obet) Cep (Fla. 4k 060 Ds 14001bs WA WA WA WA 7801bs WA WA WA WA WA 13831ba 1770 bs 8 0 4 Anchor. 0 3' MIA O.C. /(2)2a5 Angle Ceps l(Rg. 5): 760 b9 760 be 88O Ds 15601be 1800 bs 540 bs 58015s NIA 760 be 748 be 6801bs 189210s 682 De 585 Its 1120 his 6 Anchors 3" Mln. O.C. / (2) hi Argo Clips I (Fk. 6k 11701bs 117015s 102015s 234010s 2844 ba 810 bs 8401b9 WA 114010s 1122 Ds 1320 Ds 2838 (5s 1022 Ds 1327 be 1680 be 4 4 Anchors 0.45' Min. O.C. / UC1p• Into Alum. (Ng. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 bs Q .125' 2 Anchors 0 2.25" Mtn. 0.C. FCllp (Fig. ay 3501bs 35015s 290 Ds 705 De 476 Its N/A 2801b. WA 315 (6s WA 440165 N/A 341 Ds 4421bs 580 Ms 4 Anchors 0 1.15' Mln. 0.C/ FC9p (Fig. 9): __ _ _.._ _.. 480 Ds _..__ _.____ 700 bs .. ...... N/A ..... WA .....,., „��..o WA roar WA cre.,neon 3801es r•I 10 WA WA N/A N/A WA 6921bs 68516a 1120 Ili NOTE: FOR THE OFFSET CLIP, FIGURE 1: • FIGURE 5: • FIGURE 2: • • • FIGURE 3: • I • • FIGURE 6: • • • FIGURE 4. • • • • • • • • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. FIGURE 8 • • FIGURE 7: FIGURE 9 • • • • TMENT FORMULA: (DP ) x ( ANCHOR CAP.,„„,„.,) ANCHOR CAP.,,, MULLION CAP.,",,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 20 tdR C1E4E 0AL41NSiALLAIION NligTIVIDS. • • • • • • • • •• • 2) LINEAR II•�TERPOI�fSION•BE'•WE�N (AUL• ::NGTI�S• . ND/OR OPENING WIDTHS IS ALLOWABLE. • • • 3) MULLI0144AND IfitiletiON Cl•Ilt S! QV I A E NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING IMEf1S181A1L RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATin 6ONCR E SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT ( (MU) SliAtt,pONFORMIRO ASTi1 C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTH RN PINE WITH ANS:G/OF 55'iLUMIN M!MAR. Bit 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUQ TO BE y MINIISUM•GR/8DEi3 P ID 145" WI K ( GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND•Ai6•ALL HORS INTCIMEISAL SHALL EXTE D / LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS NTO WOOD MAY BEISTEEL, 184 S.O. 0 41 S.S. 4.000" 1.000" 74 1' CO rc -3 0 CO CO 8 1 u CO FW W S <n 0 -J J SW IZ Z A 09 N CO O Y ggO `?L N 125" 1" X. MULLION PROOUCI' REVISED as complying with We Melia Building Codc�O.11a, O Acceptance No 7 Expimlinn Date 20Lt Miami de ►ro all's6! ON"17 x.�0\1:(KN d9/41 \ �� .• �ICENSF '•.F'P ' t No.58705 STATE F 1'V, 7�;38 I 0 //j///i\/�i;tllss. A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• • • • • •••• • • • • • • •• •• TABLE 7A Mullion C pacify Table (Iba7R2) 1 X I Alum. dallier.I Opening Width (for vertically -spanning mullions) or Opening He ght (for horizorlaly-sperm ng mo8lons) 50 In 60 n 701n 80 In 90 In 100 In 120In 1/0 In 160 In ■ .976 Tube Rectangular loafing Trap/Nang. Loafing Rectangular Loading Trap/Tdan°. loading Reeten5uler touting Trep/Tdang. Lowing Rectangular Loading Tlap/Trian9. Loading Rectangular Loo.0 g Trap/ Nang. Leading Recanguler 'Lading Rep/Thong. Lowing Rectangular losing Trap/irking. Loedn9 Rectangular oaten Trap/Marg. Lowing Rectanguar Lading TrapTlone. lading fill uu g, ^ dig 11 a i$ 11 in 2^ aI I/ i in ah 1 a r1 n z• hh l nn h l g• d it i la m / I mm nn h it 1 fi la nil h 1 nil h 11 h 11 11 1 11 1 fi cn rg s 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1458 170.0 621 170.0 1735 170.0 521 170.0 1903 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1411 170.0 880 170.0 1700 170.0 060 170.0 1983 170.0 880 151.8 2024 170.0 850 50.825 In 170.0 747 170.0 563 170.0 696 170.0 031 170.0 1046 170.0 864 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 170.0 1793 170.0 756 158.0 1919 170.0 756 136.5 1919 170.0 756 54In 170.0 797 170.0 612 170.0 956 170.0 1391 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 868 169.9 1799 170.0 661 137.1 1799 170.0 651 120.0 1799 170.0 661 60In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1610 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 83 In 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1458 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.6 1542 1613.6 1168 100.7 1642 167.0 1157 B6.1 1542 187.9 1157 86 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 163.8 1146 120.5 1472 158.0 1130 107.1 1472 147.5 1100 91.8 1472 140.0 1104 60.3 1472 146.0 1104 7210 170.0 1083 170.0 870 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 112.5 1012 76In 170.0 1122 170.0 937 149.6 1164 159.4 1013 128.2 1154 139.9 994 112.2 1164 125.7 970 99.7 1184 115.3 964 59.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 927 58.1 1164 92.3 925 78In 166.1 1124 170.0 967 138.4 1124 147.0 065 118.6 1124 126.E 947 103.5 1124 115.6 931 92.3 1124 105.E 916 63.0 1124 90.5 906 69.2 1124 80.0 690 59.3 1124 84.3 601 01.9 1124 83.2 578 901n 108.1 644 111.E 760 90.1 844 94.3 738 77.2 844 82,1 724 87.6 844 73.3 712 60.1 644 80.5 702 64.0 644 61.4 893 45.0 644 64.2 678 38.6 844 50.0 666 33.8 644 47.7 562 96 In 89.1 742 91.5 663 74.2 742 77.2 652 83.6 742 81.2 641 55.7 742 59.8 631 49.5 742 64.1 622 44.6 742 49.8 614 37.1 742 43.6 600 31,6 742 39.8 690 27.6 742 37.5 584 108In 62.6 556 63.9 530 52.1 508 63.6 521 44.7 565 46.6 513 39.1 666 41.4 505 34.8 588 37.3 498 31.3 586 34.2 492 26.1 566 29.6 481 22.3 556 26.8 472 19.5 506 24.7 466 111 In 57.6 555 68.8 503 46,0 555 49.5 496 41.2 655 42.9 487 36.0 655 30.0 480 32.0 555 34.2 473 28.6 555 31.3 407 24.0 555 27.1 457 20.6 555 24.3 448 10.0 555 22.4 442 120 In 45.6 475 46.4 433 38.0 476 39.0 426 32.6 475 33.7 420 28.5 475 29,0 414 25.3 475 26.8 409 22.6 475 24.6 404 19.0 475 21.1 395 10.3 475 10.7 357 14.3 475 17.2 361 14410 26.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 78 Anchor Capacity Table fibs) Anchor Clip Patterns Subetrale: 2.7k Concrete 3.5k Caw. Hollow CMU Filled CMU PT Wood Meld Anchor Type: Y16'Eke Ultmca 7/4'EkoUerecm 5/18' Eko usecon Y78'EkoUllmann 1M'EcoUlheem 1/4' SS Eko Aggro:Mt* 5/16' Elco Macon 1N' SS Eko AppreGator 910 Steel Screw(05) 912 Steel Screw(G5) #12 Steel Smear(G5) Edge galena (in): I' 2.1/2' 1' 2-1/2' 3.1/9' 1' 2-1r2" 1' 2-1/2' 2' 3.//e' r 0.40' 0.54' 0.324" Embedment (in): 1-3/4' 1-3/4' 1-3/4' 1-3/4' r 1.1/4' 1.1/4' 1-1/4' 14/4' 1-1/4' 1.1/4' r 1.3/8' 1a19' series 2 Anchors 0 4.75' Min. O.C. 1 Standard or Offset alp (F19. 162)( 39014s 390104 450 be 89015s 1644 104 270 be 2001bs 354 bs 740 bs 374154 684 Ibs 946 bs 341 Iles 4421be 560 be 4 Anchors @ 2.25' Min. O.C. / Standard (5O6se0 Clip (Fg. 3): 700 bs 70314a 580 bs 1110 Ibs 952Iba WA 58014s WA 63015s N/A 080 lbe WA 682144 685 Re 1120 004 6 Anchors @ 1.15' Mh. O.C. / Standard (or Mel) Clip (Fig. 43. 860 be 140015s WA WA WA WA 7801es WA N/A WA WA N/A 1363Ibs 1770 144 2240 84 4 Anohas ®3"Min. 0.C./(2)205 Angle Cape /(Fig.5): 780144 780 bs 68015s 15601bs 189614e 540 Iles 560Ibs N/A 760 ha 7491he B601bs 189214s 6621bs 68515s 1120 M 6 Anchors Ill 3' Min O.C. 112) 2r5 Angle Clips / (Fig.8k 117014s 11701a 10201bs 23401es 2844Ib0 8101bs 8401bs WA 11401be 11221bs 1320 bs 2638144 1022144 1327144 108014a 4 Anchors ® 045' Min. O.C. / U 0p, Into .125' Alum. (Fig. 7): WA N/A N/A N/A WA N/A N/A N/A WA N/A WA WA N/A NIA 113010s 2 Anchor. 012.25. Mh. 0.C./ F12ip (R0. ay 350Iba 350144 290 War 705 bs 170 bs N/A 280 Re WA 315 bs WA 44015s N/A 341 9n 4421bs 5601a 4 Anchors ® 1.15' Mh. 0.C./ FClip (Fig. 97. 480 bs 7001bei N/A N/A WA N/A 380Ibs WA N/A N/A WA WA 682 9m 605154 1120 ha NOTE: FOR THE OFFSET CLIP, USE THE SAM FIGURE 1: • FIGURE 5: • • FIGURE 2: • • • FIGURE 3 • • • • FIGURE 6: • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. FIGURE 4: • • • FIGURE 8. FIGURE 9. • • FIGURE 7: • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,„„, )X( )-ANCHOR CAP.,,, MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• ••c • • • • • 2) LINEAR I:TERPOLATIQN AETNEER MULL liENC•THSATJ./OR OPENING WIDTHS IS ALLOWABLE. •• • • •• • • 3) MULLION AND MULLION CZISH44W ARE IOW TO DCALE. FOR EXACT DIMENSIONS, SEE 4.000" HOLISM 219J . HOLISBE LE"D H FIE.D FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES S OW GSES1E49, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FIIiED•D CRETEJ8LOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURL•TRENWED YELLOW SO LIE N PINE WPM AN 9G OF 0.55. ALUMINUM SHALL BE 8063-T5 �4J BE MINIMUM, DF•12�•F' DICK. ST1EL STUBS TO BE A MINIMUM GRADE 33 AND .045' THICIL(78 GAU )ySTRUC URAL SiEE",TC59E A AS .125' THICK AND A36. ALL ANCHORS INTO ¥F•TOL SH L EXTEND Al•LEA6T *SCREW THe S EtYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BeSTEEt, 18-8 S.86011410 .�. 1.662' I -- .375' 1' X 4' X .375' T' -MULLION -.1 1.000" )-^ 4.000' .375' 1 X4'X.375" f MULLION geqx ggn N tn km O CO I Z 01 02 tq0 0 O Y O go E1 0 rr� PRODUCT RSVISED as plying with she Flbrid• Buildicomng Code / O 218 p Acmplence No !rp - 3 e peal', Date /ZOZ( 87 Miani Dade Product •. i \\`�,�''t 1.-NN....... 4/4�� i/ . No.56705 A. LS'NNIMILLE'A, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • •• •• • ' • • • • • • • • • • • IS •• • ••• • • • • • • • • • • • • • • • • • • • TABLE 8A 1.25" x 3.188" x .266" Alum Tube Mull 42 In 48 In 50.625 In 54 In 60 In 63 In 80 In 721n 781n 78 In 90 In 98 In 1081n 50 In Rectangular Lading 's 170.0 170.0 170.0 170.0 170.0 170.0 167.1 128.7 109.4 101.2 65.9 54.3 38.1 Trap/Nang. Loading 60 In Rectangular Lading Trap/Inane. Lading Mullion C paelty Table (Mae) Opening Width (for varticaly-sparring muff ore) or Opening He ght (for horizontally -spanning mullions) 701n R8Nen9uler Lading rnp/rlen9. Loafing 801n Recnn9ular Loading mpinlen9. Loading 901n Rectangular Lading Trap/thane. Loafing 1001n Rectangular Lading Treplllleng. Lading 1201n Rectangular Loading 11o./7leng. Loading 140 In Ractengufar Loading Loadng 160 In Rectangular Loading Loading 1a 620 708 747 797 085 930 957 804 722 655 515 453 358 1 fi a 170.0 170.0 170.0 170.0 170.0 170.0 170.0 135.2 114.4 105.8 68.0 55.8 39.0 11 435 524 663 612 701 745 789 698 630 600 457 404 323 1 11 170.0 170.0 170.0 170.0 170.0 160.1 139.3 107.3 91.2 54.4 54.9 45.3 31.8 fgyg` ZS i 744 850 896 958 1063 1051 957 804 722 6135 515 453 358 ao 170.0 170.0 170.0 170.0 170.0 170.0 151.6 115.2 97.2 60.5 57.5 47.1 32.8 it 478 584 631 891 797 850 505 664 618 53$ 449 307 318 1 3 170.0 170.0 170.0 170.0 158.9 137.2 110.4 91.9 78.2 72.3 47.1 36.6 27.2 1g 668 992 1048 1118 1158 1051 957 804 722 685 515 453 358 8 1 170.0 170.0 170.0 170.0 170,0 155.9 134.0 101.3 85.3 78.5 50.1 41.0 28.4 id1 506 630 684 764 878 582 700 671 608 577 441 391 313 31 170.0 170,0 170.0 170.0 139.0 120.1 104.4 60.4 68.4 63.3 41.2 33.9 23.8 992 1133 1195 1275 1158 1051 957 504 722 685 515 453 358 11 170.0 170.0 170.0 170.0 187.4 142.0 121.6 91.4 78.7 70.5 44.7 38.4 26.2 ZI 519 661 723 803 930 848 777 680 596 585 434 385 308 170.0 170.0 170.0 163.1 123.6 106.7 92.8 77.5 60.5 66.2 36.6 30.2 21.2 1/ 1116 1275 1345 1378 1158 1051 957 804 722 685 515 453 356 170.0 170.0 170.0 170.0 156.8 132.3 112.8 84.1 70.3 64.5 40.6 33.0 22.7 11. 521 677 747 837 919 837 787 650 580 560 428 379 304 1 170.0 170.0 167.0 146.8 111.2 96.1 83.6 64.4 54.7 60.6 33.0 27.2 19.1 I 1240 1417 1488 1376 1156 1051 957 604 722 665 515 453 358 1 170.0 170.0 170.0 170.0 150.0 125.7 106.6 75.8 65.5 60.1 37.4 30.4 20.8 itit 521 680 758 856 912 830 759 643 580 553 422 374 300 a 170.0 154.5 139.2 1223 92.7 60.1 69.6 63.6 45.6 42.2 27.5 22.6 15.9 ppppg 2i 1458 1646 1466 1378 1156 1051 057 804 722 605 515 453 358 r� 170.0 170.0 170.0 170.0 144.8 119.5 100.0 72.3 50.5 64.3 33.1 28.6 15.0 S I 521 680 766 861 905 622 750 633 570 543 413 368 203 s 170.0 132.7 119.3 101.E 79.4 66.6 59.7 46.0 39.1 36.2 23.5 19.4 1735 1548 1468 1378 1158 1051 957 804 722 685 515 453 170.0 170.0 170.0 1760 144.5 119.1 90.0 60.0 56.7 51.4 30.5 24.3 521 630 768 661 905 821 748 620 565 537 407 360 re 151.6 116.1 104.4 91.7 69.5 80.0 52.2 402 34.2 31.6 20.6 17.0 1769 1545 1468 1376 1158 1051 957 804 722 685 515 453 ff 170,0 170.0 170.0 170.0 144.8 119.1 98.9 69.8 56.2 50.7 29.1 22.9 521 850 750 851 905 821 748 628 564 536 404 358 1111n 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 267 22.0 338 23.2 293 19.5 3313 20.9 289 17.6 338 10,1 265 120 In 27.9 290 26.3 264 23.2 290 23.8 260 19.9 290 20.6 258 17.4 290 152 253 15.4 290 16.4 249 144 In 16.1 201 18.3 186 AnchorCapecIty Table Ube) Anchor Clip Patterns Substrate 2.7It °envoi. ask Cox. meow OAU Filed CMU PT VV00:1 Meta • Anchor Trot 616 Elm MI= cn 1/4' Elcou6rocon ume. 3/16 Elco Ulm m 1/4' Elco1.111rocon NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATT FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP... k MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1 ) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR 11191iIERPCM:ON:ETEE6IIMULLIREFISTHS411D/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MUILVDN GLIP6 SItOVVil Alt T AO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-&311HOLESEIO NE DRILIAD T LD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN 016SHEEIM2,23. MURES OHOWIFU E%-le APPROXIMATE HOLE LOCATIONS. 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 PRES Re -/MATED YELLOW SWITHERN PII1E WITH AN SG OF 0.55. ALUMINUM SHALL. BE .265' co ce a. 141 co cn ILI CO to co co co Ce co 0 cn -J Csl Se - co co FRoDUCT REVISED as complyrng with the Fithian Acceptance No "'"' Ex 'notion Date 4azi e Product TABLE 9A Mullion Capacity Table (Ib9IR2) 1.25 x Alum. Opening Width (for ver9e/ y-spanning mullions) or Opening Height (for horizontally -spanning mullions) 5501n 6017 701n 801n 90 6 1001n 120In 1401n 160 6 X 3.25 Reelen9ubr Loadng Tn ernan5 Loadng R.epngupr Ladng Trep(Tdang. Loading Rectangular Loading Twarlsg. L99dn9 Reetangular Laving Tr9prlaan9. Loading Raeten.N' Luring Tnp7dang. Laadg Racisn:ulu Laadig Rap/aiang. Loading Remote/tar Ladng Trap/Mang. Loadin9 Reeengubr Loading Tnp/Triena Loading Rectangular Lading Trep/Trlerg. Loading MOO Tuba II 1 42 In 170.0 620 170.0 435 170.0 714 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 152.3 1118 170.0 521 127.7 1118 170.0 521 109.5 1118 170.0 521 95.8 1118 170.0 621 40In 170.0 708 170.0 524 170.0 650 170.0 584 167.8 978 170.0 630 146.7 978 170,0 661 130.4 978 170.0 677 111.3 976 170.0 880 97.8 978 170.0 660 83.8 978 170.0 880 73.3 978 170.0 680 50.825 6 170.0 747 170.0 563 170.0 696 170.0 631 150.7 927 170.0 664 131.9 027 166.5 706 117.2 927 159.1 699 105.5 927 156.3 896 87.9 927 168.3 695 75.4 927 156.3 695 65.9 927 1563 695 51 in 170.0 797 170.0 812 154.5 869 170.0 691 132.5 889 153.E 683 115.9 889 141.6 689 163.0 869 134.0 660 92.7 889 129.8 854 77.3 869 128.6 652 66.2 869 128.6 652 57.9 869 128.8 652 6010 143.2 748 153.E 634 110.4 748 132.3 620 102.3 748 117.8 608 89.5 748 107.8 599 79.8 748 101.0 592 71.8 746 96.6 587 597 746 93.3 583 51.2 746 93.3 583 44.8 748 93.3 563 83 in 123.7 877 132.0 579 103.1 677 113.2 526 88.4 677 100.4 555 77.3 577 91.4 548 88.7 677 85.2 539 51.9 877 61.0 534 51.0 877 77.0 529 44.2 877 76.7 529 38.7 677 78.7 529 66 In 107.8 617 114.1 530 89.7 617 97.6 519 76.9 617 88.3 509 67.3 617 78.3 600 59.8 617 72.8 484 53.8 617 68.7 489 44.6 617 64.4 483 38.4 617 63,7 482 33.6 617 63.7 462 72 In 82.9 518 87.1 450 69.1 618 74.2 440 59.2 618 85.2 432 51.6 516 68.8 425 16.1 518 64.2 419 11.4 618 50.7 414 34.5 518 46.8 408 29.6 51$ 45.0 405 25.9 518 45.0 405 16 In 70.5 465 717 408 58.7 465 62.6 398 50.3 485 54.9 390 44.1 465 10.4 384 39.2 465 45.3 378 35.2 465 42.2 374 20.4 485 39.3 387 25.2 465 38.5 364 22.0 465 38.2 363 7810 65.2 111 66.0 387 54.3 441 57.7 379 48.6 441 50.8 372 40.8 441 45.4 sea 36.2 141 41.6 380 32.6 411 38.7 353 27.2 441 34.9 349 23.3 441 33.1 346 20.4 441 327 345 90 N 42.4 332 43.8 295 35.4 332 37.0 269 30.3 332 32.3 284 28.6 372 28.8 280 23,6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 Zee 15.2 332 10.8 282 113 332 18.7 260 965., 35.0 201 35.9 260 29.1 291 30.3 256 25.0 291 28.4 252 21.9 201 23.8 248 19.4 291 21.3 244 17.5 291 19.5 241 14.6 201 17.1 238 12.5 291 15.6 232 106 in 24.6 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 18.2 198 111 1n 22.6 218 23.1 107 18.9 218 19.4 194 16.2 216 16.8 191 14.1 219 14.9 186 1201n 17,9 187 182 170 14.9 187 15.3 167 - - TABLE 9B AnchorCapactty Table (Ibis) Anchor Clip Pane MS Substrate: 2.7k Concrete 3.5k Caw. Haw/ CMU FOkd C76U P7 Wood Metal Anther Type3718' Eton Ullman 1/4' Eke Ultreoon 5n6' Eke U6�an Eke Ultracan 114' Elco Ullmann 1/4" 8S El0o 00680eter 55/16' Eke UllmannAp•e0eter 1/4' SS Eko 610 Steel Sorer (05) 812 Steel 9c1ew IC5) 812 Steel Screw (G5) Ergo Obl6nagny 1' 2-1/2' 1' 2-7/2' 3.1/0' 1' 2-i/2' 1' 2.172' 2" 3-1/8• 2' 0.48' 0.54' 0.324' Embedment (Inj. 1-3/4' 13/4' 1-Y4' 13/4' 2' 1.1/4' 1-114' 1-1/4' 1.1/4' 1-114' 1-1/4' 2' 13/8' 13/8' merles 2 Anchore ®4.75' Min. 0.C. / Standard or Offset alp (FM. 17 390 bs 390 be 4501bs MO be 1644 lb* 270 be 260126 354 )0s 740 Ibis 37416s 664 Ibs 963lbs 341 bs 4421be 560 bs 4 Anchors 1.15' MM. O.C. 151and9rd (or Offset) Clip (Fig. 2) 480 ba 7001ba WA WA N/A WA 3801bs WA N/A WA WA WA 6621ha 885116 1120 Ds 89 4 Anchors 0 3' Mn. 0.C. / (!) 2,5 Angle Clip / (FI9. 3y 780 bs 780 Ito 6801bs 1560116 18961s6 540164 5601bs WA 750 I66 746 lb, 8E0 bs 18921bs 882 bs 88515s 1120 be 3 Anchors @ 0.51' Min. 0.C. / U4:Op, Into .100' Mt n1. fig. 4) WA WA WA WA N/A WA WA WA NIA WA WA WA WA WA 950 Da 1 Anther / FLlle 1F15. 5k 10515.0 19515s 22515.8 445 bs 622116 135106 140 bs 177 )06 370164 157156 932106 473156 170106 221 bs 280 lb, 2 Anchors 0 1.15' Mn. 0.0 / F-00 (Fig. 67. 240 be 350 26 WA N/A N/A _ WA 190166 WA N/A WA WA WA 341 Ibs 4421136 560 bs FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • FIGURE 2: • • • • • • FIGURE 8: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) x ( ANCHOR CAP.,,,,,,,, _ANCHOR CAP.,,, MULLION CAP.,,,,,,ea USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS��2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAQ INTERPEOL4TIOEI 131:PN f4•4UL:. LIIIGT4-i! XND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND M9LtIOISCLIVS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-25. HOLESTCpBE ORILLEDAIN •115 MELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN MSHEeIS 51-23. P) URE9SHOV1 SLZGSSTED, APPROXIMATE HOLE LOCATIONS. 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 PRESISUREWREATEDMELLOW SOUTHERN POE WITHIAN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND B A MINIM(itel OF .'leg" }HICK. SPEEeSTSDSTO 8E A MINIMUM GRADE 33 AND .045'T IIK (1 GAUGF). L CT STL �Q A L T .125' THICK AND A38. ALL ANCj10RS INT WETAL S E)( EN�EE A-LEAST;SC�EV THREADS BEYOND THE MATERIAL. 410 IL WO ANCYORS INTO WOOD MAY BE STEjL•18-8 S.4OR410 S.S. 1.25' X 3.25' X.100' MULLION .100' U W a CO -J 2 0 X N X N 0 0 (0 P 1 Z go O 8 Z (n O .O Y O PRODUC! REVISED u complying with the Florida Building Code {y-o2,% ,03 Acceptance No /1D�jI Expiration Dale By MI Dade product 1111111 L// •i; No. 58705 - A. LYNN MILLeR, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • TABLE 10A Mullion Capacity Table (baRP) 1250325 6.624 Alum. Tuba Mullion 50 in Rectangular Long 50 421n 40 In 50.626 in 541n 60 In 63 in 66In 72 in 76 in 78 in 90 In 96 in 103 In 1111n 120 in 144 in 170.0 170.0 170.0 170.0 170.0 170.0 170.0 167.E 142.7 132.0 85.9 70.0 49.7 45.1 35.3 21.0 'fraplfriang. Loading 601n Rectangular loading TrapITnan0. Lea6rg 701n Redanguler Loading Openin0 WM (for vasicey-seeming =Nora) or Opening Height (Erhorizotiafy5penrirg mullions) TrapTnan9. Loading Loving 80 In Trap/Nang. Loading 90 in RadanpAar Loading Tnp]fnang. Loading Radangua Loading 100 in Trlyf4ag. Loading 120 i1 Radanpolar Loafing TrapTnang. Loafing Rulangolu Loading Loading Rectangular Loading Loading 1 is a 620 708 747 797 885 930 974 1049 941 894 671 690 466 441 378 If 13 170.0 170.0 170.0 170.0 1700 170.0 170.0 110.0 149.1 137.6 88.7 72.1 60.0 46.7 36.9 435 624 563 612 101 745 789 878 922 783 596 527 421 400 344 la 170.0 170.0 170.0 170.0 170.0 110.0 170.0 139.9 118.9 110.0 71.6 59.0 41.4 38.2 30.2 ue 4a 744 850 896 956 1063 1116 1169 1049 941 894 671 590 466 441 378 fi la 170.0 170.0 170.0 170.0 170.0 170.0 170.0 150.2 126.8 116.9 74.9 61.1 42 9 39.3 31.0 71 %a 478 504 631 691 797 850 903 892 805 167 685 518 414 393 339 e 170.0 170.0 170.0 170.0 170.0 170.0 155.6 119.9 101.9 34.3 61.4 60.6 35.6 32.7 25.9 11 $a 4a 868 992 1046 1116 1240 1302 1248 1049 941 894 671 590 466 441 378 iv 170.0 170.0 170.0 170.0 170.0 170.0 170.0 132.1 111.2 102.4 65.3 53.4 37.1 34.1 26.8 506 630 684 764 870 940 1002 615 791 753 676 609 400 387 334 04 f€ 170 0 170.0 170.9 170.0 170.0 156.6 136 2 104.9 09.2 82.5 517 44.3 31.1 28.6 22.7 .s as }a 992 1133 1195 1275 1417 1370 1246 1019 941 891 611 690 466 441 378 a Sc 170.0 170.0 170.0 170.0 170.0 1700 159.6 119.1 100.0 91.9 58.2 47.5 32.9 30.2 23.7 toe t5 519 661 723 803 944 1015 1013 860 717 740 666 502 402 382 329 ia 170.0 110.0 170.0 170.0 161.1 139.2 121.1 932 79.3 73.3 47.7 39.3 27.6 25.4 20.1 og '0a fa 1116 1215 1345 1434 1511 1370 1216 1049 941 894 671 590 466 441 378 s 170.0 170.0 170.0 170.0 170.0 170.0 147.1 109.7 91.7 94.1 52.9 43.0 29.7 27.2 21.3 ell f 4 521 677 747 837 996 1076 1000 640 766 730 668 494 396 376 325 51 170.0 170.0 170.0 170.0 145.0 126.3 100.9 83.9 71.4 66.0 43.0 35.4 24.9 22.9 16.1 IA s a 1240 1417 1494 1594 1511 1370 1248 1649 941 694 671 590 466 411 378 170.0 170.0 170.0 170.0 170.0 164.0 139.0 102.7 85.5 73.3 48.6 39.6 27.1 24.9 19.6 11 ga fa 621 690 756 856 1033 1092 909 933 751 721 551 498 391 372 321 fI 170.0 170.0 170.0 156.1 120.6 1044 69.9 59.5 65.0 35.0 29.5 20.7 19.1 15.1 A 1468 1700 1793 1759 1511 1370 1240 1049 941 894 671 690 466 441 378 } if 31 170.0 1700 170.0 170.0 170.0 155.9 130.4 94.3 77.6 70.7 43.1 34.7 23.6 21.5 16.7 U f K 521 680 766 861 1063 1072 979 825 744 707 639 477 382 363 314 If 170.0 189.7 152.5 134.1 103.6 89.5 71.8 59.9 61.0 47.1 30.7 25.3 1711 16.4 ta 31 1735 1979 1877 1759 1611 1370 1243 1049 341 191 671 690 466 IV le 170.0 170.0 1553 Imo 91.2 74.0 67.0 39.7 316 21.2 19.3 ig ig 521 680 766 1163 1070 976 920 737 701 631 469 315 356 41 170.0 148.6 133.5 117.3 90.6 79,1 66.1 52.4 44.6 41.3 26.9 22.1 15.5 14.3 ft 41 1913 1979 1877 1769 1511 1370 1241 1049 941 894 671 690 666 441 4. 170.0 170.0 170.0 170.0 170.0 155.3 129.0 91.1 73.3 66.1 37.9 29.6 19.6 17.1 621 680 766 861 976 736 696 626 464 3/0 351 262 21 2 242 17.5 262 17.0 239 15.0 262 15.3 236 TABLE 10B Anchor Capacity Table (lbs) Anchorellp Panama Anclwr Type 3/16. Elco Ulric on 1/4` Eko Macon thb... 3,16. Elan Wane cs 1/.4. EkoUrtracon FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEA: INTERPOL:11CA LLING1:16 AND/OR OPENING WIDTHS IS ALLOWABLE. SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-WLI4D.CONCREV BLOCK UNIT (CMU) S.-1ALL COINFORM TO ASTM C-90. WOOD SHALL BE PRESFUR-E.TREATEDWELLOIVOIJTHERNiN WIZIN4 SG OF 0.55. ALUMINUM SHALL BE 6063-75 AIND BS A MINIMUM, OF IOW WICK. SITEEL ST9DVO BE A MINIMUM GRADE 33 AND AN142121 INT; (PETAL SHALP EXtENP AT LEAST I SOREVOTHREADS BEYOND THE MATERIAL. MO 817 ANC ORS INTO WIDD MAY BE STEPL14P-8 S./ OR 410 S.S. MULLION 0 co 0 to cNi co 0 4/2 Building Code , Acceptance No ."1" st' Ex nation Date I:iV:11.1d ,e02 a. IA63Lt llA Mullion Capacity Teble (Morel 1.26 x.024 Alum. Mu15on Opening %Mdth (forvedlcalyspelning mulliors) orOpening Height (OrhodzortelyspenNng mullions) 50n 60 in 70 in 80n 90in 100n 120n 140 in 1601n %3A4 Tube Rectangular 1.o.N1g Trepm Loading Reclenguiar LoeAng nap/Nang. Loading Rodrt r104i.ng. Lending Trap/rrieng. Loading Reclanguler Leafing Tnp/Tdang. Leading Real. q.ar Leading Trap/Trlang. Lading Rectangular Leading Traprrrian9. Longing Rectengule Loading Trap/Wang. Loading Raclmgd., Lee irg Tr.p/rieng. Landing Reclanguler Loading Tre9/rrieng. Loading .. 2t a•. 5 _ 3�. t• 44 E a%=• 38. ' ., 9E 4'4 E. '' 3& @a <aI is t i€ @E I 4a .F @ u �'k64 UU. E.. oa Uv 4,2 .1 u s' IE E... :€, u 1 'a 1 It1 3€ • �@ 44 .• P U itg$ s€ E_. t@ u Orr 3 L U I i€ .2 II U sea 4,2 .B u l E._. .41 (.1 ti_' 4U .E. I .� �€ U it 41 E I U ii 1.... E2 Ue %a 4z' E I u t1 l€ E.-- 4 . e ih4 „ .� I u € S. .8 s U. G I� 4c2 b' I U V.fa 45. : U. 42 .y I U tnit I „ .� _ U. .t1 „ . i u le. 'J .. U. u Hi 4a a U "' 1e 9 ^. U€ 0 1H 4d Mullion Length 12 in 170.0 620 170.0 435 170.0 744 1/0.0 478 170.0 666 17011 506 170.0 992 170.0 619 110.0 1116 170.0 621 170.0 1210 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 621 181n 170.0 700 170.0 524 170.0 650 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 50.626 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1646 170.0 684 170.0 1195 170.0 723 170.0 1315 170.0 747 170.0 1494 1700 766 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 61 in 170.0 797 1700 612 170.0 956 170.0 691 170.0 1116 170.0 751 170.0 1275 170.0 603 170.0 1131 170.0 837 170.0 1691 170.0 856 170.0 1913 170.0 661 170.0 2231 170.0 161 160.2 2403 170.0 061 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 148.3 2163 170.0 1063 129.8 2163 170.0 1063 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 1569 2060 170.0 1169 134 5 2060 170.0 1171 117.7 2060 170.0 1171 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1361 170.0 1002 170.0 1551 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1266 107.2 1956 170.0 1286 72in 170.0 1063 170.0 676 1700 1275 170.0 1009 170.0 1408 170.0 1126 170.0 1700 170.0 1228 154.1 1734 17D.0 1315 138.1 1734 169.0 1306 115.6 1734 155.9 1364 99.1 1734 150.4 1352 86.7 1734 150.2 1352 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 1556 170.0 1209 147.4 1556 1652 1285 131.1 1556 151 5 1266 117.9 1556 141.3 1251 98 3 1556 121.3 1229 84.2 1556 122.3 1219 73.7 1556 121.2 1215 76 In 170.0 1151 170.0 967 170.0 1311 170.0 1116 155.9 1177 169.3 1215 136.4 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1/71 116.9 1169 77.9 U77 110.8 1158 66.2 1477 109.3 1154 90 in 142.0 1110 146.5 986 111.4 1110 123.9 966 101.6 1110 107.9 951 60.8 1110 96.3 936 78.9 1110 07.5 922 71.0 1110 80.7 910 59.2 1110 71.3 091 60.7 1110 65.6 878 44.4 1110 62.7 870 961n 117.0 975 120.3 872 97.5 975 101.5 156 53.6 975 61.3 642 73.2 975 78.5 129 65.0 975 71.2 817 58.5 975 65.4 807 49.8 975 57.4 789 41.8 915 52.3 776 366 976 49.3 767 10a in 82.2 771 64.0 696 68.5 771 70.7 605 68.7 771 61.3 614 51.4 771 54.3 664 15.7 771 19.0 655 41.1 771 44.9 647 34.3 711 38.9 632 29.4 771 35.0 621 26.7 771 32.4 612 111 in 75.7 730 77.3 661 63.1 730 65.0 650 64.1 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.6 730 35.6 600 27.0 730 31.9 589 23.7 730 29.5 681 1201n 69.9 624 61.0 569 49.9 624 51.2 560 42.8 624 44.3 552 37.6 624 39.2 644 33.3 624 35.3 537 30.0 624 32.2 531 26.0 624 71.7 619 21.4 624 24.6 509 10.7 624 220 501 144 In 34.7 433 35.1 400 209 433 294 396 24.8 433 25.4 390 21.7 433 22.4 385 19.3 433 20.0 381 17.3 433 18.2 376 I ADLt 110 Anchor Capacity Table Ube) Anchor Clip Patterns� Substrate 2.7k Conc1110 35k Conc. Hdbw CMU Fl9ed CAW PTWoo4 Meld 3'1B Elec. Wham 1/f EkoUemcon 516' Elto Ultreton &1E EIc0lMretal Vf EkoVNeca1 1/4' SS Etc A(peo9M &I V MG unman 1/41 SS Eico AggraGalor 010 Sled Screw (136) F12 Steel Screw (05) e12 Steel Strew (05) Ecte Crsle1e(n) 1' 24/2' 1' 2.1/2 sue. 1' 2-1/2 1' 2-//r r }Ile" r 0.48' 0.54' 0.324" Emne011a1104) 1314' 1314' 13/4' 13'4' r 1.1/4' 1-1/f 1474' 1-7/4' 1-1/4' 1-1/4' 2 1-316' 14/8' vales _ 2 Anthers 0 475' Min O.C. / Standard or Oleel Op 090 1) 370 Ds 390 be 450 Ds 890 R16 1644 Ilb 270 en 280 De 354 Ds 7401136 374 Ds 664 ID 946103 341 bs 442106 560 RA 4 Anthers 01.151 Mkt O.C. / Slance1e (or Out) CBp (Fig 23 48010s 760 be N/A WA N/A N/A 38D Ite N/A WA N/A WA WA 6321te 885 b6 1120 be /Archon 0 3 Min. O.C. / (2) 215 Arpin Clips / (Fl9 3) 7801es 780106 680 bs 156) Rs 1698 be 540 Ds 560 106 N/A 760208 74810s 86010s 1892 be 602 Ds 865 D6 1120 Its 4 Archon 0 0.54' Mln. O.C. / UClip, Into .100' Alum (Fig 43 N/A N/A N/A WA N/A WA WA N/A WA N/A WA WA N/A WA 1267 b6 1 Ar0160I FCIp (619 53 19510s 195 be 225 615 445101 822105 13510s 140 es 177 Ds 370113s 18710s 33210s 473 Ds 170 b9 22110s 280 Ds 2 Anchors 0 1.120 Min 0.CJ FCIp 619 61 240 Ds 359 Ds NIA N/A N/A N/A 190 Its N/A WA N/A N/A WA 341 Ds 442 b6 560 11:6 FIGURE 1: • • FIGURE 3: • • FIGURE4: FIGURE5: • • • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP ) X (ANCHOR CAP.,,,,,,, \ E ANCHOR CAP.., MULLION CAP.,,,,,,,, / USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, •• ••• • • • • • •• 2) LINEAI•INTERPOLAITIOH BE4i WGEN MULY LE11GTTIS AND/OR OPENING WIDTHS IS ALLOWABLE. • • •• • • • • • 3) MULLIOMAND MMLL&NONPCLIPS 9HOM)N Alit IUOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS SHOWN Or'rS3 EE1S' -223.F1 lLtElOMN RES"SHOliSUGG fED, APPROXIMATE HOLE RESTRICTIONSOIOCAS. 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 PRE UI - IiEATED 2iELLOW SOUTHERN PINE WITIA,N SG OF 0.55. ALUMINUM SHALL BE 6063-T5 4D B A MINIMI,�4 .1 0' �4ICK. SIEL•STQDS i0 BE A MINIMUM GRADE 33 AND .045' THICK (184DAUCj). RI T TFfL A T .125' THICK AND A36. ALL ANCHORS INTO METAL SHAL0EXiENM AT LEAST 41SCQEIAI.1I-(READS BEYOND THE MATERIAL. #10, Al PANCNORS INTO WOOD MAH BE STE9L•1►8 S.S•OR 470 S.S. 1.25' X 3.94' X .624' MULLION ID N m re C3 CD 1 a b a I z g0 a 0 O z 0 .co 0 5:0 xx� PRODUCT REVISED as complying with the Finn& RAzonp480Codo )Cn-025E.03 M Sap' 'on Dale rTf/�r • �//102� 2 Mi. Dade Product e.'"� 0111lit!//, , \�� Sl Yid1+! /d/ *r)h ..... �� '� s\CLt4Sg '•=1", -.(.: • • No.567U5 • A. CVNNI MILLf?R, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • ••• it • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 12A Mullion Capacity Table (IbsNt2) 2 0 Alum. Mullion Opening Width (for vertically -spanning mtillons) or Opening He ght (for horizonlely-6per9inil mullions) 50 In 80 in 701n 80140 PO In 1001n 1201n 1401n 16010 Trap/Mang. Rectangular Losing TreplTrleng. Loading Rectangular Loading Trap/7d0ng. Loafing Rectangular Loading Traplilleng. Lowing Rectangular Losing TrepfTdeng. Lowing Rectangle/ Loading Tmp(Trleng. Losing Rectangular Lowing Trap/Tang. Loading Rectangular Loading Tom/Meng. Loafing Rectangular Laing T1eprMang. Loadng Rectangular Loading Lowing 4 2.25 Tube it/ceII1 p 8E b. g• 1 _ I b. �• i II _ I gin/11 I $ l _ I �• 1 5a la1 _ II b. �• a g 3t.1 I IIi �'„ III b.� IIii1 I la 1 !I I ' . a fat I I III I l g i .• I 1l I IxEa G IIli11 I I i :.1786 2 42 In 170,0 620 170.0 435 170.0 744 170.0 478 170.0 sae 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 ' 1 170.0 1735 170,0 521 170.0 1933 170.0 521 4a In 170.0 701 170.0 524 170.0 650 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 877 170,0 1417 170.0 650 170.0 1700 70.0 680 170.0 1983 170.0 680 170.0 2287 170.0 680 50.8251n 170.0 747 170.0 561 170.0 856 170.0 531 170.0 1048 170.0 654 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 755 170.0 1793 170.0 756 170.0 2092 170.0 768 170.0 2391 170.0 756 54 In 170.0 797 170.0 612 170.0 958 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 558 170.0 1913 170.0 681 170.0 2231 170.0 881 170.0 2560 170.0 881 801n 170.0 e05 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1063 1e0.e 2630 170.0 1061 63 In 170.0 930 170.0 745 170.D 1116 170.0 350 170.0 1302 170.0 940 170.0 1485 170.0 1015 170.0 1873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.9 2653 170.0 1171 68 In 170.0 074 170.0 769 170.0 1189 170.0 903 170.0 1384 170.0 1002 170.0 1556 170.0 1086 170.0 1753 170.0 1155 170.0 1945 170.0 1210 170.0 2333 170.0 1275 151.9 2437 170.0 1288 132.9 2437 170.0 1280 72 I 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1485 170.0 1126 170.0 1700 170.0 t22a 170.0 1913 170.0 1315 170.0 2125 170.0 1357 14533 2154 170.0 1488 124.8 2164 170.0 1529 1092 2184 170.0 1530 170.0 1122 170.0 037 170.0 1346 170,0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 1413.6 1960 170.0 1505 123.5 1960 161.E 1548. 106.1 1960 154.0 1535 92.9 1960 152.7 1631 78 In 170,0 1151 170.0 987 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 1542 170.0 1389 152.7 1561 170.0 1474 137.4 1861 182.1 15011 114.E 1861 147.3 1473 90.2 1861 139.8 1469 65.9 1681 137.5 1454 9010 170.0 1328 170.0 1144 149.1 1398 158.0 1219 127.8 1361 136.0 1198 111.5 13138 121.3 1179 994 1398 110.2 1162 59.5 1398 101.8 1147 74.5 1395 89A 1122 83.9 1396 827 1105 55.9 1398 78.9 1096 98 In 147.4 1229 151.5 1098 127,9 1229 127.8 1079 105.3 1229 111.2 1061 1229 98.0 1044 81.9 1229 89,6 1029 73.7 1229 82A 1016 67.4 1229 722 893 527 1229 65.9 977 46.1 1229 62.1 067 10810 103.E 971 105.E 877 66.3 971 89.0 682 74.0 971 77.2 849 84. 88.4 837 57.5 971 61.6 826 51.6 971 56.5 816 43.1 971 49.0 798 37.0 971 44.0 782 324 971 40.5 771 111 In 95.4 919 97.3 632 70.5 019 81.9 819 58.1 919 70.9 506 919 62.9 794 53.0 919 56.7 764 47.7 919 51.8 774 39.7 919 44.8 758 34.1 919 40,2 742 29.8 919 37.1 732 1201n 75.5 706 76.5 716 62.9 786 84.5 705 53.9 786 55.6 695 47.2 785 49.4 688 41.9 788 44.4 677 37.7 756 40.5 668 31.6 786 34.9 653 27.0 786 31.0 641 23.6 756 28A 631 144 In 43.7 546 44.2 504 38.4 548 37.0 408 31.2 548 31.9 491 27.3 6/8 28.2 485 24.3 546 25.3 479 21.8 546 22.9 474 182 548 10.5 484 15.6 646 17.2 455 13.7 646 15.5 448 TABLE 126 Anchor Clip Patterns Sub8I/l0 2.71 Concrete 11.,n.,ap.8,y 3.5k Cont. ,...,.1,..., Hdbw CMU Filed CMU PT Wood Meld Antba typo 3/19 Orotarsal VC EIco Ultracon 912 Elco Ullman Etc°Ullre[m VC Ek oUlrecon NVSS Eko Agpr�rr 5/12 Eko Uerrm 1/4' SS EIco AggnX)alr 111D Steel912 Strew (G5)S[rew Steel (05) •12 Sleet Screw (GS) Edge Olstarce On) 1' 2-112 1' 2•1l2" 3118' 1' 2417 1' 2-172 2 31/6' 2 0.48' QSC 0.92C Embednml fn) 13/4. 13'4' 1-3/4' 13,4- 2 1-1/4' 1-1/4' 1.1/4' 1-1I4' 1.1/4' 1.1/4' 2 139' 13'2 lades 2 Anchors ®4.79 Min 0.C. I Standard rO0el Cop ft. t62) 303 en 343 Its 450 65 B90105 1644 bs 2701bs MO Its 354 65 740106 374.5 664153 946 Its 341 •s 442 9B 566105 4ArcIan O.C. / 3tencild(r 063$1) Clp(F19. 3) 7401bs 74065 633 bs 1485 Re 1424 Ito N/A 56065 N/A 0951te NIA 880b5 N/A 55265 6854• 11200n ®2.69'Mtn 6 Arkt1On M 1.71' MO 0.C. I Standard (r Met) Clp gig- 4) 885103 758103 1946 Its NIA N/A 705 Its N/A 799103 N/A WA WA 1022186 1327 os bs 160010a 1120103 4 Aaron Min. O.C. / (2) 305 Argo Clips I (Flg 5) 700 bs 7 693 Ibs 15601ts 1806 135 560105 NIA 7601ts 74813 680 b6 1802 bs 68265 685 ®3' BArctnn Mln. 0.C. / ) 2[5 Argo Caps / gig. 6) 11701135 1170 Ms 10201Ds 2340133 2844105 840 Rs N/A 1140 63 1122 bs 132.0165 2538 Rs 10221135 1327 65 1653 It6 ®3' 0.C.l UCOp,Int0.129' Alum. (Flu 7) N/A WA N/A WA N/A N/A WA N/A WA NIA WA WA WA N/A 3Arhors®1.34'Mln. 6Archon00.64'Mln. 0.C. /UC8p, Into Mom. fig 5) N/A WA N/A N/A N/A N/A WA NIA N/A N/A WA WA N/A WA 21 560105 .122 2 Maas 0 262 Min 0.C./ FCdp (Fl4 g) 370105 370163 315Ibs 743 Its 712163 N/A 250 to NIA 348 Ito N/A 440106 WA 34143 4421te 3Anc has ®1.71-Mh.O.C./*CM (Rg.10) 44365 5251D5 37915s 0731s N/A N/A 353 Rs NIA Sag Ilia N/A WA N/A 511 Os 6645n 640105 NOTE: FOR THE OFFSET CLIP, USE THE SAME AN FIGURE 1: • FIGURE 5: • • FIGURE 2: • • FIGURE3: FIGURE4: • • I FIGURE 6: • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10 • • • • • • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. UCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLE NOTES: TMENT FORMULA: (Dp..) X ( ANCHOR CAP.,„„,,„„ _ ANCHOR CAP.,,, MULLION CAP.,„,.,„,./ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. •• • • • • • • • • •• 1) SEE SHEET 1 FOR INSTRUCTIONS ON US1NG8FHIiTATLE5AANE SI' ET•25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • • 2) LINEAR INTERPOLATION BF/EN Wig LEAOS /R9eR frEING� •ID1HS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • 4) SUBSTRATES: CONCRETE -TALL:0NFORI4 TQ CI11 �PECIFI ATIflNNS•H OW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO4ISTM Coo. W000•S L PggESSUR -plcLLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606175 AND BEA MINIMUM OF .625-/HICK. STED TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL SitiEllallf0 BEAT LEAST .121 THII0( AND A3i N! ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. .250' 2.000'-'- 4.000' 2" X 4" X .25" MULLION N m Ili O M 40 i7 e I C) co O O z O .'O 0 No oQ. PRODUCT REVISED as complying with A6 Fibrils Building Code 16 -021$.0$ Acceptance No Enpiroti. Date SIr-R1Lt.(.. 2511 By Mian Dodo Product Con ., \n�.( 1.Y NPI ML ('0, •L ,r / No I:8705 "_ i�. S iEOF >t A. LYfhJ 4ILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •• •• TABLE 13A Mullion Capacity Table (beets) 2 x 6x Aium. Mullion Opining Width (for uorticaly-speuvi g millions) or Opening He gilt (for horizontally -sparring millions) 50 In 60 In 70In 00 in 00 In 100 in 1201n 140 In 100 in Rectangular LoasinO Top'16an9. Lowing Rectangular Loosing Trap/Mang. Loafing Reclan04r Loodnp Trap/Tderg. Lasing Rectangular Loosing Trsp/Tdeng. Loosing Recl•Igllr Loosing 11eprhlong. Loosing Rectangular Loading TrspRdrg. Loading Rectangular Loafing TrepRdeng. Loosing Rectangle Lasing TreplTdan9. Loednd Rectangular Loading TleprTdelg. Lowing' .26 Tuba 8 l 1q1pp `EC A 3 x �Ke 3 II ?r� A. 3 1{�� I; QK 3 5� a 3$ � D .16 � c3$ i; a: i@� 6 S_$ �E� K S_g a �f: �K 4 II i-,. d` il c• rS 11 Sa �p cT $ d�� S� 2� a.-, •'�. 3$ d� I I b I 1.. z. E 11 �ea t: $ II11 � i ..• 11 I 1 Aa• S. 18 �o If' $ i d�a: D 1 1J i� v.. h $ yq{ K 3 � II ZE. 8" ci ' $ 'yy �K Lg¢' r1 .� �� S d` 3 �� a$ 4i 0 la l .. 3I 1� 4 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 002 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170,0 521 170.0 1083 170.0 521 489, 170.0 708 170.0 524 170.0 850 170.0 584 170.0 002 170.0 630 170.0 1133 170.0 801 170.0 1275 170.0 1177 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1083 170.0 880 170.0 7267 170.0 600 0 St 50.6251n 170.0 747 170.0 503 170.0 890 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 758 541n 170.0 797 170.0 612 170.0 955 170.0 691 170.0 1110 170,0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 661 601n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 875 170.0 1417 170.0 044 170.0 1594 170.0 990 170.0 1771 170.0 1033 170.0 2125 170,0 1083 170.0 2479 170.0 1063 170.0 2633 170.0 1063 63 W 170,0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1109 170.0 2603 170.0 1171 170.0 2075 170,0 1171 68 n 170.0 974 170.0 760 170.0 1189 170.0 903 170.0 1304 170.0 1002 170.0 1558 170.0 1008 170.0 1753 170.0 1155 170.0 11148 170.0 1210 170.0 2335 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 72 In 170.0 1063 170.0 878 170.0 1275 170.0 1000 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1013 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1408 170.0 2075 170.0 1529 170.0 3400 170.0 1530 781n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 3140 170.0 1894 1700 3509 170.0 1705 781n 170.0 1151 170.0 087 170.0 1381 170.0 1118 170.0 1011 170.0 1250 170.0 1842 170.0 1369 170.0 2072 110.0 1474 170.0 2302 170,0 1504 170.0 2763 170.0 1700 (70.0 3723 170.0 1771 170.0 3663 170.0 1708 9041 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170,0 2125 170.0 1853 170.0 2391 170.0 1793 170.0 2650 170.0 1018 170.0 3188 170.0 2125 158.0 3413 170.0 2273 136.5 3413 170.0 2301 081n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2005 100.0 3199 170.0 2338 137.1 3199 108.E 2470 120.0 3199 158.1 7429 1081n 170.0 1594 170.0 1409 170.0 1013 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 7781 101.0 2333 123.5 2781 140.4 2281 105.0 2781 125,0 2234 02.7 2781 118.0 2100 111 In 170.0 1638 170.0 1454 170.0 1968 170.0 1700 170.0 2293 170.0 1932 170.0 2021 170.0 2149 151.6 2032 162.3 2245 136.8 2032 148.4 7216 113.6 2632 128.4 2166 07.6 2632 115.1 2126 85.4 2532 100,3 2098 1201n 170.0 1771 170.0 1580 170.0 2125 170.0 1659 154.4 2252 159.9 1901 135.1 2252 141.4 1964 120.1 2252 127.2 1930 108.1 2252 116.1 1015 00.1 2252 89.8 1072 77.2 2252 86.0 1838 07.6 2252 81.4 1808 144 In 125.1 1554 128.8 1445 104.3 1561 108.1 1425 89.4 1564 91.5 1407 78.2 1554 80.7 1300 69.5 1584 72.3 1373 02.8 1584 65.7 1358 52.1 1584 56.0 1330 44.7 1584 40.2 1305 30.1 1564 44.4 1283 TABLE 13B Anchor Clip Patterns Substrate: Anchor Type: Edge Ostence On): EmbMnml tiny 2 Anchors 0 4 75' Mn. O.C. / Standard or Vise( CIp (Fg. 152): 4 Anchors ®4.68' MN. O.C. I Standard (r Oese1) COp Tic. 3): 8 Anchors ® 1.71' MM. O.C. / Standard (r O94e1) COp (F6. 4): 4 Anchors @ 3' Min 0.C. /(2)2,5 Angle Clips (Fig. 5): 8 Anchors *3' Min. O.C. / (21215 Angle C 0e I (FIE 07 12 Anchors 46 1.5' Mln. O.C. / (2) 2s5 Angle Cape 1(Fig. 7): 4 Anchors a 1.34' Mn. O.C. / U-Dip, Into .125' Alum. (Fg. 5). 8 Anceon 12t0.54' Min. O.C. / UC y, into .125' Alum. (Flp. 97 2 Anchors @ 4.68' Min. O.CI FL6p (Fig. 10)1 4 Anchors 48 1.71' Mn.O.CI F-COp (Fg. 117 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 2.7k Concrete war Eko Ultracon 1' 1-3/4' 390 Ns 700 80 118015e 7801bs 15601a 18601a WA N/A 300 Who 2.1/2" 1.314' 300 Who 7801b. 14001be 780 We 15801b1 21001a WA WA 3901b/ Anchor Capacity Table libel 114' Eko U6reoon 1' 1-3/4' 450 bs 900 lbs 101010a 13801W 1380Ibe 1440 Ice WA WA 450 Who 212' 1.3/4' 89010e 1780 Moo 259510s 15801bs 3120 lbs 37801a WA WA 8901a 3.5k Cane. 5116' Eko UIaa00n 3-1i8' 2' 1544 9rs 32321bs WA 1896 ale 3792 in WA WA WA 1018 We 3/16' Eko 00econ 1-1/4' 2701ba 540 W3 WA 540 Ws 108010a WA WA WA 2701a 2.1/Y 1.114' 28015s 5801ba 9401be 5801bs 11201a 1320 Ws WA WA 2801a FIGURE 1: • • FIGURE 5: • • FIGURE 2: • • FIGURE 3: • • • • 590lbs FIGURE 8: 700.1 FIGURE 4: • • • • • a • • 5051a 12981a WA N/A 4701a Hollow CMU 1/4' Eko Ullrocon 1' 1-1/4' 354 be 708Ma WA N/A WA WA N/A N/A 354 40. WA 2.12' 1.1/P 7401be 14001bs 1065 Who 7801bs 15201a 15001a WA WA 740 tbs 5331a TABLE NOTES: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE tp• Y Vi SISEE 1 FOg INST UC IONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOApING• 5E4 SFigET•S 2- FC t GgrIERAL INSTALLATION METHODS. 2) SIREAN INUERMOLAITIOY iF•TWE •ES/ MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • tieLLIORAND MOLLIOIRCLIPS O-OWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1/4' SS Moo AggreGalor 1.1/4' 3741a 748Ib, WA 74816s 1498 ale N/A WA WA 3741a WA 5/16' Etoo U6reem 3.1/6' 1.114' 6641a 12721bs N/A 8801a 17130 tbs WA N/A WA 636 la F6.d CAW 1/4' SS Eko AggreG•Ir 7 7 940 Ws 10921bs WA 18921bs 37841bs WA WA N/A 048 We N/A WA PT Wood •10 Steel Screw (05) 0.40' 1-3/8' 341 Ice 682 •s 13031M 6829. 1363 ale 2045ta WA WA 341 Ws 412 Steel Screw (05) 0.54' 1.V8' 4421bs 8851a 1770lb 885 Ibe 1770 Ws 2854 Ws N/A N/A 4421a Me1el 112 Sleet Screw 405) 0.324" series 5110 Ms 11201be 2240 roe 11201a 2240 lbs 3300 Ice 1430 lbs 2861 We 5601bs 8821ba 8851a 1120 lbs TMENT FORMULA: (DP x ANCHOR_ANCHOR CAP.,,, `MULLION CAP.,,,,,,.,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 7: • • • • • • ANGLE CLIP • (FIGURES 5-7) MUS AE USE PAIR ./ • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • R) SUBSSRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCR LOCK UNIT (E(CM') SI47ALL•COMFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • WITFIAN Se 01.0.55. ALUMINUM SHALL BE 6063-75 •• BEAK 5 12 J CK ANC,), I A HORS INTO ADE 33 METAL HALLD .045" THICK E XTGAENDAAT LEAST 3D BE A 19CREW STEELL TO NIMUM OF • THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. .250' 2' X['L'LG%1!!!!!!�' MULLION 6.000' IA yyN y � Y m O CO A 1 I W Z N AO a O N A `1 I PRODUCT REVISED as complying with the Pitrtda Building Code 16��1a O Acceptance No B , ilati.. Date :4F?Z/ - Zo%l Miam e . Product ,...� 1111II/Ill/!• R 56705 ••. LINT OP LIIJ\ • A. L1/NaMILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • TABLE 14A Mullion C paclty Table (/belly) 1.28" x Tube Opening Width (for vertically -spanning millions) or Opening He phi (for hodzonlally-epaning millions) x 2.11" 501n 60 In 701n 801n 901n 1001n 1201n 1401n 1E01n Rectangular Loadlry TrepTdarg. Loading Re0I9nguler Loading Tny7dan9, Loading Re0len9ular Loading TrapRd31g. Loading Rectangular Loading Trap/Warp. Loading Rectangular Loed rp Tre78Tdarp. Loadrp Rectangular Loading Tr9 Trlan9. Loading Rectangolar Loading Trap/Marg. Lading Rectangular Lording TrepTrlarp. Loeaal9 Rectangular Loading Trap'01675. Loading 11 I. AI." 11 11 I 11 1 ii II 11 I 11 I 111 1 II 11 I 111 I I 11 g 11 1 111 II I 11 II 11111 1 I I il I 11 I 11 II 11 I il a 11 I 111 II 1 ii II 11 1 ii II 11 I 11 II 11 1 il1 II g54 g 421n 1442 528 167.0 428 120.2 526 145.9 419 103.0 526 138.9 414 90.1 528 134.6 411 80.1 526 134.1 411 721 526 134.1 411 80.1 628 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 48 1n 96.6 403 106.0 333 60.5 403 94.7 325 69.0 403 50.4 320 80.4 403 81.4 317 53.7 403 78.1 315 48.3 403 78.8 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 314 50.625I4 82 3 382 91.0 301 666 382 79.3 294 58.5 382 71.9 289 51.5 362 87.2 286 45.7 362 64.6 284 41.2 382 63.6 283 34.3 362 63.6 263 20.4 382 83.5 283 25.7 382 63.6 283 In 67.8 318 74,1 267 56.5 318 64.2 261 48.5 318 57.7 258 424 318 535 253 37.7 310 50.8 250 339 318 49.6 249 28.3 318 49.1 248 24.2 316 49.1 248 21.2 318 49.1 248 60 In 49.5 258 53.1 219 41.2 268 45.7 214 353 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 256 33.4 203 20.6 25a 322 201 17.7 256 322 201 16.5 258 32.2 201 63 N 42.7 234 45.6 200 35.8 234 39.1 195 30.5 234 34.7 192 26.7 234 31.8 159 23.7 234 29.4 188 21.4 234 28.0 184 17.8 234 28.6 183 15.3 234 23..5 183 13.4 234 20.5 183 68 in 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 178 23.2 213 27.0 173 20.6 213 25.1 170 166 213 237 169 15.6 213 22.2 167 13.3 213 220 108 11.8 213 22.0 186 72 In 28.8 179 30.1 155 23.9 179 25.8 152 20.4 179 22 5 149 17.9 179 20.3 147 15.9 179 18.7 145 78 In 24.3 161 25.4 140 20.3 181 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 781n 226 152 23.5 133 18.6 152 19.9 131 16.1 152 17.6 128 _ . - - - - TABLE 14B AnchorCllp Patterns Substrate Archer Type Edge olslance(nl Em68Qnenl MT 4 Archon ®7 Mln. O.C. I (2) 2c5Arpk 015l TV_ 15 FIGURE 1: • • 2.7k Concrete 3r16' Eko Ullrecm 1' 13'4' 78010s 2.12 13r4' 780 As Anchor Capacity Table (Ib•) ire Eke unra0n 1• 1-3r4• 680Ito 212 1314' 15WC9 ANGLE CLIP MUST BE USED IN PAIRS. 3.51( Cart. 5/16' Eko Winton 3-1R' 7 180610s 3/16' Eko Wtracon 1' 1-1f4' 540E6 _ 2-12 1-1/4' 560 NA Hollow CBS 1r4' Eko Mimeo 1' 1-1/4' WA 2-12 1.1/4' 7E0 has 1/4' SS Eko A99Rcator 2' 1-114' 74816 N16' Eko gigaton 3-116' 1-17! Fakd5MU 174' SS Eko A83eGdor 7 2- PT Woo e1051ed Scree(G5) 0.4a• 139' 412 Steel Scree (G5) 0.54' 1.3157 Md• 912 Steel Screw (G5) 0.324' vanes 88016s 1802 Ps 682 os 88 an 143) Re TMENT FORMULA: (Dp )X(ANCHORCAP.„,„„„..).ANCHORCAP.,,,, `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONIOPrt TI AC430�SP:CIF IRONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNITI(CMU) SHALL CONFORM•TO &STY C-t 3. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINERNITH Aft SG CIF 0116. ALUMINUM SHALL BG 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TQ B 5 M 4J(ORJM Q E 31 ARID .055' -1ICK (1SGAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND 3 . ALL p OR O METAL S01ALC EXYLh4D AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • •• • r-1.266"1 2.116" L f .125" 1,26' X 2.11' X .125' MULLION (INTEGRAL FIN MULLION) FL CERT. OF N Z 0 J 2 w m Z 7 -J co H w cc U 0_ 2 N CO co a 10 I U io O o c N O m0 Y O m:0 PRP..UUCT REVISED as complying with the Raids ito Coda Acceptance 03 Acpan «1W IoZI$. Expinllion lb2..I I9 M Dade Product .‘)IIIIII ) ryo.58705 :.4. 8114 of A. LYPIN'M)I'.L�R, P,E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • . TABLE 15A Mullion C paoity Table (Ibale2) 3.25" DEO. BAYMULL1 Opening Width (for vertically -spanning millions) or Opening He gilt (for horizontally -sparring mullions) 50 In 0015 70In 80 In 90In 1001n 120 In 140 In 16015 Trep/Onne- Reotenpder Loo0 Trep176ang. Loedng Rectangular Loafing Trap/Nang. Lowing Reclenp4or Loading Tr4I✓Tdan9. Loedng Rectangular Loading Trap/Tdan9. Loading Rectangular Lowing Trap/Mang. Loedng Rectangular Loedng TreptTdong. Loading Rectangular Loading Trepllnang. lading Rectangular Loedng TrepITdeng. Rectangular Loading Linking 30 AL- 24 fi/I41llfi g _ �1 aE z• s.. Z• hihh 8 A , A 1111 �F n ih1II1II I11g pB D g _ $ t> 8g lliln D E Sp II $ ��' fifill ihI F lfif "' f I� i l�lln g �^ I8 l I 8 intro $Loading 3 _ I l 42 In 170.0 620 170,0 435 170,0 744 170.0 470 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1458 170.0 621 170.0 1735 170.0 621 149.1 1740 170.0 521 {{s O -I ae i 48 In 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 860 162.2 1512 170.0 650 130.5 1622 170.0 600 114.2 1522 170.0 850 50.8251n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 604 170.0 1195 1700 723 170.0 1345 170.0 747 164.2 1443 170.0 756 138.9 1443 170.0 768 117.3 1443 170.0 756 102.6 1443 170.0 756 64 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 180.4 1353 170.0 937 144.3 1353 170.0 856 120.3 1353 170.0 881 1031 1353 170.0 661 90.2 1353 170.0 881 60 In 170.0 585 170.0 701 170.0 1083 170.0 797 167.0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.8 936 118.9 1218 152.1 924 97.4 12113 146.1 913 53.5 1218 146.1 913 73.1 1218 146.1 913 83 h 170.0 930 170,0 745 170.0 1110 170.0 650 150.2 1150 168.8 933 131.4 1160 153.0 914 116.6 1150 141.9 898 105.1 1150 134.2 885 07.6 1150 126.7 871 76.1 1150 128.2 870 85.7 1160 128.2 070 6e In 170.0 974 170.0 789 152.4 1048 165.8 881 130.E 1048 146.6 884 114.3 1048 133.1 850 101.6 1048 123.4 8339 91.4 1048 110.6 830 76.2 1046 109.4 821 65.3 1048 1062 018 57.1 10413 108.2 618 72 In 140.6 500 147.9 764 117.4 660 126.0 748 100.6 860 110.0 734 58.0 880 100.0 722 78.2 880 92.0 712 70.4 880 88.2 703 68.7 800 79.2 693 60.3 800 76.5 658 44.0 830 76.4 690 78 In 119.7 790 125,1 690 99.8 790 108.4 6713 135.5 790 93.3 863 74.8 790 63.9 652 66.5 790 780 643 59.9 790 71.7 835 49.9 790 65.1 824 42.8 790 62.1 619 37.4 790 61.5 617 78In 110.8 750 115.5 657 92.3 760 98.1 044 79.1 750 65.9 632 69.2 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 605 40.2 750 59.4 594 39.0 750 58.2 588 34.6 760 65.5 680 72.1 563 74.4 500 60.1 583 62.9 491 51.6 563 64.8 483 45.1 583 48.9 475 40.1 563 44.4 468 39.1 563 40.9 482 30.0 683 382 452 25.5 663 33.3 445 22.5 563 31.8 442 9010 h 59.4 495 51.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 38.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 26.0 394 18.0 495 25.0 390 90 1081n 41.7 391 42.13 353 34.8 391 35.9 348 29.8 391 31.1 342 28.1 391 27.8 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 316 111 In 38.4 370 392 335 32.0 370 33.0 330 27.5 370 21.8 325 24.0 370 25.3 320 21.4 370 22.8 318 19.2 370 20.9 312 10.0 370 113.1 300 120 In 30.4 317 30.9 289 25.3 317 28.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144In 17,6 220 17.8 203 _ _ - ••.....^^ ..... ^,N.^ TABLE 15B Anchor Capacity Table (Ma) Anchor Clip Patterns Substrate: 2.76 Concrete 3.56 C400. HO60nl CMU F16ed CMU PT Wood Metal Anchor type: 3l1e'Eko Unman 7l4'Eko (MaconUlbecon 5/16' Eko 3'18'Eko UlUacon 1H'Eke Ultra 1/4' SS Eko AppeOela 5/18• Elea Ullman 1/4' SS Eko AggreGalor 910 Steel Screw(05) 912 Steel Shrew IG5) e12 Steal Screw(05) Edge Distance lh3 1• 2-1n• 1' 2.1T2' Y1/8' 1' 2.1/2' 1• 2-1? Y 3-1/8° 2' 0.48' 0.51' 0. 324' Embadnent (Inr. 1-3/4' 1.3/4' 1-3/4' 1.3/4' 2' 1.1/4• 1.1/4' 1.1/4- 1.1/4• 1-1/4' 1-1M• r 1-3/6• Ilea 14/13• 442 !be 0009 580 bs 5' Min. O.C. / (2) 2n5 Angle Cape / (F19. 1): 3901ba 390Ibs 450 9e9 890 Poo 1700 be 270 Ms 28015s 354Ihs 7401bs 374 Ilea 720 iba 946 Ns 341 8851be 11201be 2 A0ohO0 59 3.5• Min. O.C. / (2) 715 Ample Clips f (FI9, 27 7601b9 78010s 790 6n 1670Ito 2525Ibs 540 ha 5801bs WA 1120166 74815e 88010s 18921M 5521ba 1327 •a 13511 •a 4 Archaa ig 8 Anchors a 2.71' 1Nn. O.C. / (2) 2e5 Angle airs / (Fie. 30 11201bs 1120 Ibe 9581ba 224810s 225410s WA 5401bs N/A _ 10591ba N/A 1320 Ns WA 1022I6e FIGURE 1: FIGURE 2: • FIGURE 3: • • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• ••• • • • • • •• 3) MULLION AND MULLION CLIPS SHOWN PE NOT TOjSCFR�. SOReEX&CT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING Nip S Rl TICTI:HS� Het' �N ON SHEETS 21-23. • FIGURES SHOW SUGGESTED, APPROXIMATE MOLE Lc ATTON* •• ••• •• • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO Ad' 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM IJRASiE•31 AND .04.5" THICK (18 GAUGE). T TRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SMALL EXXENli) , AT LEI.SC13Ee4•THREADS BEYOND THE MATERIAL. #10 114112 ANCHORS INT(DWOOD MAY BE •TESL, 11-6 SeS. OR 440 S.. • • • • • • • • • • •• • • • • • • • • It • • ••s • • • ••• • STMENT FORMULA: (DP ) X ( ANCHOR CAP.„,,,,,,,,\ _ANCHOR `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125• 30° BAY MULLION Li) Ck Zi m 0.' O 4D) CD I U {W- W W 0 co - J -I 2) IW iz z 05 MO O 0 8� z Y O O 42 PRODUCT REVISED as complying with the Florida Building Code )(o.OZIB-Q Acceptance No 3 P epimlicn Data41i19/•• 11)1I Mi Dade Product 11111111// ( wN 4 ns1. li87O5 • (71 Irt_ FATE OF C(i J. • PLORIOF.'`\G; A. LY'NN MILL:ELR, P.E. FL P.E.# 58705 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • TABLE 16A 3.26"46 DEO.AL BAY MULL 42 In 461n 50.6251n 54 h 00In 63h 06 in 721n 78 In 781n 90 In 06In 1081n 111 In 1201n 1441n 50 In Rectangular Leering sue. 170.0 170.0 170.0 170.0 170.0 170.0 170.0 181.8 137.4 127.1 82.7 88.2 47.9 44.1 34.9 20.2 2: 11 620 70$ 747 797 855 030 974 TisprNen0. Lowing r 1010 905 881 548 568 449 425 384 253 170.0 170.0 170.0 170.0 170.0 170.0 170.0 169.8 143.0 132.5 85A 70.1 48.9 45.0 I1 435 524 563 612 701 745 789 877 792 754 574 505 405 385 801n ReNengler Losdng f 170.0 170.0 170.0 170.0 170.0 170.0 170.0 134.7 114.5 105.9 68.9 58.8 39.9 38.8 $4: 744 850 598 056 1063 1118 1160 1010 906 861 648 588 449 425 Trap/Nang. Lowing 8 2; a 170.0 170.0 170.0 170.0 170.0 170.0 170.0 144.6 122.0 112.5 72.1 59.1 41.2 37.9 p 11 478 584 531 091 797 850 903 850 775 738 564 499 399 379 70 In Rectangular Losing ii 11 170.0 170,0 170.0 170.0 170.0 162,9 146.4 115.4 95.1 90.8 59.1 48.7 34.2 31.5 11, 588 992 1048 1118 1240 1247 1190 1010 906 581 646 568 449 425 Mullion Capaohy Table (lbsOt2) Opening Width (for 1erOcally-sparn1rg mtlliorls) or Opening He ght (for holimr4ay-sparring mdflo o) 120 h Traprlbenp. Loafing 170.0 170.0 170.0 170.0 170.0 170.0 163.7 127.2 107.1 98.8 82.0 51.4 35.7 32.8 01 it 506 830 884 754 $78 940 965 842 781 725 554 491 303 373 601n Reclengrler Leering 1 170.0 170.0 170.0 170.0 157.1 142.5 129.9 101.0 85.0 79.4 51.7 42.6 29.9 27.0 d 992 1133 1195 1275 1309 1247 1140 1010 906 631 645 586 449 425 Trapr74eng. Loading • S i1 170.0 170.0 170,0 170.0 170.0 184.5 147.0 114.7 98.2 85.5 56.1 458 31.7 29.1 1 519 681 723 803 044 963 945 628 749 713 545 463 ' 387 387 90 In Rectangular LoeM8 so 170.0 170.0 170.0 170.0 139.7 128.7 115.4 89.8 78.3 70.8 45.0 37.9 26.6 24.5 2: $� 1118 1275 1345 1434 1309 1247 1190 1010 906 881 646 558 449 425 Trap/Wang. Lowing 1 170.0 170.0 170.0 170.0 170.0 152.0 138.5 105.8 88.2 51.0 50.9 41.4 28.8 26.2 I 521 877 747 037 966 985 928 017 738 703 537 478 382 382 1001n Rectangular Loading 1 170.0 170.0 170.0 155.2 125.7 114.0 103.0 80.8 88.7 63.6 41.4 34.1 23.0 221 1240 1417 1494 1455 1309 1247 1190 1010 906 861 046 588 419 425 Trap/Mang. Loading f� 170.0 170.0 170.0 170.0 163.5 144.3 128.4 96.9 82.3 75A 47.0 38.1 26.1 24.0 g 521 650 758 856 994 952 914 8m 720 694 530 470 377 358 Rectangular Loading 1 11 170.0 153.7 147.1 129.3 104.5 95.0 56.5 07.3 57.3 53.0 34.5 28.4 20.0 18.4 I 1488 1637 1552 1455 1309 1247 1190 1010 008 561 648 568 449 425 Thp?dang. Lowing a 4 170.0 170.0 170.0 170.0 157,1 136.2 119.5 90.8 74.7 88.1 41.5 33.4 22.7 20.7 1-1 521 880 758 981 982 938 606 705 716 691 519 45g 388 350 RentangUar Loedng 11 170.0 140.3 128.1 110.8 69.8 74.2 57.7 49.1 20.5 24.3 17.1 15.6 1735 1637 1552 1455 1309 1247 1010 906 861 546 588 405 Loading 11 170.0 170.0 170.0 157.1 135.7 116.1 87,8 71.2 134.5 38.2 30.5 20.4 18.8 521 650 758 601 982 935 803 700 710 075 511 452 3131 343 Rectenguler loading 180.3 122.6 110.4 97.0 78.6 71.3 84.0 50.5 42.0 39.7 25.9 21.3 15.0 If 1671 1637 1552 1455 1247 1100 1010 906 631 6413 588 449 Loadrig 170.0 170.0 170.0 170.0 157.1 135.7 118.1 87.7 70.8 63.7 38.5 28.7 15.0 521 880 758 661 982 035 803 789 708 672 507 447 358 35,5 20.4 331 29,1 384 20.8 328 24.9 384 25.0 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 10.7 309 233 16.8 253 17.1 230 TABLE 16B Anchor Capacity Table (lbs) Anchor Clip Pattems Substrate: 2.7k Concrete 3.5k Cono. Hollow CMU Filed CMU PT Wood Metal Anchor Type: 3/16" Eine Ultracon IN" Eke Ottoman 5/16' Eke Ullmann 3/18' Eke Ultracon . 1/41 Elco Ullman 1/4" SS Elco AggreGator 5/161 61co Ultrecon 1/ 4" SS Elco AggreGalor P10 Sleet Screw (05) 912 Steel Screw (G5) /112 Steel Screw (05) FIGURE 1: • FIGURE 2: • FIGURE 3: • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN :RE NOT TOI.AttioRn iltMECISIOINS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING Ng R T ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE 110LE LOCATION% • • • • • 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 YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRALIEW6IAND .04A" THICK (41,8 GAUGE). V'RUCTAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCH01415 INT. METAL &Ma EX4ENW AT LEA61-41SCRAWiHREADS BEYOND ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP... \ MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125" 45° BAY MULLION 0 to -J 0 VI tD Ul 0 co 614 0 ote PRODUCt REVISED as complying with the FlOrid• ttuilding Code Acceptance No 10.'0 FL P.E.# 58705 --I 1.000' f-- 2.000' 1' X 2' X .125" MULLION 8063-TB ALUM. X-SECTION .375" MIN. .375' MIN. 2.000" 1.000' )-- I 2.000' 'X2 X.375' MULLION 6063-T8 ALUM. X-SECTION -}-{ .125" 2 5.500" 5.500" STANDARD CLIP 8063-T8 ALUM. X-SECT ION .125' CUT HERE TO I _ CREATE F-CLIP. SEE r DETAIL F, SHEET 4 rE STANDARD CLIP 6063-T5 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1/16". 5.500' .125' .740' 2 OFFSET CLIP 6063-T6 ALUM. TOPVIEW .375' MIN. .375" MIN. -I 1.000" 2.750' 1' X 2.75' X .375' MULLION 6083-T6 ALUM. X-SECTION 2.125" U-CLIP 6063-T6 ALUM. X-SECTION .125"- I Q --I .740" !-- .338" MIN. U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. --I 1.000' 1' X 2.75' X .650' MULLION 6083-T6 ALUM. X-SECT ION 3.125" .125' .500" 1' X 3.125' X .5" MULLION 8063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-TB ALUM. X-SECT ION 5.000' .375' MIN.--i 3.188' 1.25 X 3.186' X .265' MULUON 6063-T6 ALUM. X-SECTION 2X5 ANGLE CUP 6063.76 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1/18'. r- Mull Dimension (sheet#) PGT Part # Mullion Std. Clip Offset Clip U-Cllp Angle Clip 1" X2" X.125" (5) 66605 666113M 6861118M 668243M 666511M 1" X2" X.375" (6) 686006 666114M 61381119M 668244M 668512M 1" X 2.75" X.375" (7) _ 66607 686115M 6 668245M 868513M 1" X2.75" X .160" (8) t • 66608 • • 9661t06M*. �661120M 66611,21m 666246M 688514M • 1" X3.125" X.560"(9) I ••666B7W. 6661:184 e4611.141M 668242M 666515M 1.25" X 3.188" X•265' (16)4 •e66641M 66S11174 6161 we 686241M 666516M 1.26" X 2.11" X .125' (18) 69370 N/A N/A N/A 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD F:LLOV16NG DIMES▪ (uIAL:IE • RICTIOPS CVE: OIL HIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCPdIONS & ANCHO:O.:. D:TANCE. • • • • • • • • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A 1.26" X 2.11' X .125" MULLION 6063-TB ALUM. X-SECTION Dimension Value (in) For Mullion: A 1.825 B 2.654 1' X2' X.125' Aluminum C 0.895 Tube Mullion D 0.740 A 1.125 B 2.404 1' X2' X.375• Aluminum C 0.835 Tube Mullion D 0.490 A 1.875 B 3.000 1' X 2.75"' X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 1" X 2.75" X B 3.000 .650' C 0.476 Aluminum D 0.836 Tube Mullion A 2.000 B 2.837 1 X3.125' X .500' Alum C 0.863 Tube Mull D 1.137 A 2.625 B 3.282 1.25' X3.188' X.265• Alum C 0.862 Tube Mull D 1.762 1.28"X2.11"X A 1.813 .121' Alum Tube Mull u) N ys N a' 0 M CO I I yZ rn N CO Io 0 AO 0 `L `1 0 s.0 t� d, °ROOUCr REVISED a, complying with the Perna Building Coda ((O-OZI D Acceptance No 3 pirel'. Date SGTtf/C- /y021 13 Minn Dada Product NO. 58105 it . LY• . : LU '1) .6 tAlE O A`LYNN, It R; r.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • -i 1.000" 1 X4"X.125' MULLION 6063-T6 ALUM. X-SECTION 3.250 1.250" .100' --I .820' 1- I 1.25" X 3.25' X .100' MULLION 6005-T5 ALUM. X-SECT ION .125" 30° BAY MULLION 6063-T6 ALUM. X-SECTION -j 1.000" .,..�/I G %�/// '375' 1' X 4" X .375' MULLION 6063-T8 ALUM. X-SECT ION 3.250" .100' 1-.981"-1 NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '250i--{ .063" .062' .062" .438" 4.000" .125' .031" .155" 3.94' 100' .624" �-I .820' I-- 1.25" X 3.25' X .624' MULLION 600 -T5 ALUM. X-SECTION .125 1.062"-I_1 I' X 4' X .375" '7-MULLION 6063-TB ALUM. X-SECT ION 1.250" .385" 2.625" 375" 100" .624" --I .820' 1-- 1.25" X 3.94' X.624" MULLION 6005-T5 ALUM. X-SECTION 3.250.45' BAY MULLION 6063-TB ALUM. X-SECTION .375" I. MIN. 2.875 E .375" MIN. 2.250" 3.125" 5.500' .125' STANDARD CLIP 6063-T6 ALUM. X-SECTION CUT HERE TO _ CREATE F-CLIP, SEE r DETAIL F, SHEET STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 11/16". .125 .740" 5.500" • • • • • • • • • • • •• • • • • .740" }y .125" r .125" 2.125" U-CLIP 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116'. .375' • • OF9161$T • CLII • 606346 ALUM. TOPVIEW • • • • • • • • • .375" U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C .375' • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER i 1116'. 5.000' Dimension Value (In) For Mullion: F 3.687 1' X4" X G 1.000 .125' H 2.680 Aluminum I 3.000 Tube Mullion F 3.187 1'X4"X G 0.757 .375" H 2430 Aluminum I 3.000 Tube 8"T F 2250 1.25'X3.25" G 0.750 X.100" H 1.500 Aluminum I 3250 Ttbe Mullion TABLE C CONT. Dimension Value (In) For Mullion: F 1.938 1.25" X3.25' G 0.500 X .624' H ' 1.438 Aluminum 1 3.250 Tube Mullion F 2.625 1.25' X3.94' G 1.125 X.824" H 1.500 Aluminum I 3.250 Tube Mullion F 2.813 30' Bey Mull F 2.875 45' Bey Mull MIN. .375' MIN. 2X5 ANGLE CLIP 6063-TB ALUM. TOPVIEW Mull Dimension (sheet 8) POT Part N Mullion Std. Clip Offset Clip U-Clip Angle Clip • 1' X4' X.125' (10) 69384 888111M 61381122M 888241M 1366518M 1' X4" X.375' (11) 88610 666112M 6681123M 686242M 666519M 1° X4' X .375' "1" (11) 88653 666112M 6681123M 688242M 666519M 1.25" X3.25' X.100' (13) 20160 8681127M 6681124M 6682410M 8865115M 1125' X3.25' X.624' (14) 20161 6861128M 8681125M 8662411M 6665116M 1.2: X3.94" X.624' (15) 20162 6681117M 6661128M 868241M 658517M • 30 Degree (19) 88849 N/A N/A WA 66135110M 45 Degree (20) 66850 WA WA N/A 6665111M U 0 M O a op m aO O 0 O A7OWl1CT REVISED m complying with the Florida Building Code 18 °O Acceptance No (%-02.3 P pimti• Date iF!?Y!- 202) By Mi. s:de Product �� .t \YNN i Q, `�1�.•�\GENSF • 05 pIo.507 , . y(I g�16 • Fl s1 TE SS - I� LYN� 4 L R,'.E. FL P.E. 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • Mull Dimension (sheet#) PGT Part d Mullion Std. Clip U-Clip Angle Clip 2" X 4" X.25"(18) 66602 666261M 668271M 8665112M 2" X 6" X.25"(17) 86604 666262M 686272M 8865113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250'- �----2.000'--j .250' 2' X 4" X .25" MULLION 8083-TB ALUM. X-SECTION 2' X 6" X .25" MULLION 8063-T6 ALUM. X-SECTION .375' MIN. 2.000' f•—.125" STANDARD CLIP 6083-T0 ALUM. X-SECTION .125" 1.490' 5.500" CUT HERE TO CREATE F-CLIP. _ SEE DETAIL F, SHEET 4 STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 8063-T8 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1118'. 5.500" CUT HERE TO 2.125' .375' MIN. ") (--.125" U-CLIP 8063-T6 ALUM. X-SECTION .125" 375" 3.438" -H-- + —(}- 3.438' 3.500' CREATE F-CLIP, .375" SHEET4AIL E. rMIN. 1 ----- 4.888" - ---- • • es.4 •• ••• • •• STANDARD CLIP 606346 ALUM. TOP VIEW U CLIP, 6063-T6 ALUM. SED FOR 2" X 4" MULLION SHEET 18 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". ;•• • • • • • • •• •• • • • • • •• •• 5.438" • • • ■ ■ • • • • • • • • • • • • • • • •U-CLIP • • • • • • • • • • • 6I 3-TSALUMP • • • •••• • USE FORA" i 28'MULLIONSHEtTI• TOPVIEN* •ti • 3.438' i 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION 5.000' 375" MIN. .375" MIN. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW 03 0 m 2 5 Z 8 50 n0 a d' `O al a 0 sZ O `1 O 1n 'AGDUC1' REVISED as complying +olh the Florida Nodding Code (10-OQ,1 $.63 Acceplence No E pi nlion_Da1e :I J. , eo ) By i22,a.,_a!� Mien e .., . Product e 177, `, 11111 IIIII \‘‘‘nq`( Y1N41j(l'i crzs.,`‘,...4:: .. '... • ' No. 58705 .375" MIN. ... :. A. j Q' I (I O S4 E F .' / ''' "`S,/0f�(/1l_ F�\‘' A. L'd-IF 'MILLER, P.E. FL P.E.# 58705 ' 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 41100 • • • 0400 • • EXAMPLE 1: SINGLE VERTICAL MULLION NOANCHORS NHEAD 72. MULLION LENGTH L SEE FENESTRATION PRODUCT'S APPROVAL\ NO ANCHORS IN WINDOW SILL WIDT H OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32+1' =65'. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75' X .375' MULLION (LENGTH = 72'. OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A. SHEET 8, THE 1"X 2.75" X .650' MULLION (LENGTH = 72", OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B 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 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 685 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 836 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 636 LBS = l 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF/ EXAMPLE 2: MULTIPLE MULLIONS 32" VERTICAL MULLION LENGTH OPENING HEIGHT FOR HORIZ. MULLION 72" MULL WIDTH---1 r HORIZ. 36", HORIZ. MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01.55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A l' WIDE MULLION IS SUITABLE. THE MULLION LENGTH IS 32'+72"+1'=105" AND THE OPENING WIDTH IS 38'+36'+1" =73'. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .375' MULLION (LENGTH = 108", OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2' X 4' X .250' MULLION (LENGTH = 108". OPENING WIDTH = 80') HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 36"+36'+2'=74", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (35-1/2"+35-1/2"r2"=73'). 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/2' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X .250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY. ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32"+72'+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2' X 4' X .250' MULLION ((§I LENGTH = 42". OPENING HEIGHT = 120') HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTA,K,E Oi 1 S61VFES nANCFlOR C.IPAC1TY OF•540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. • • • •• • • • • . 4) FOR THE U•CLIP IN THE HORIZONTAL MULLION.O VERTICAL tR1LIION,j)SF•THF•SityE ANI 4OR CAPACITY OF 521 LBS. TABLE 126 FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, VOUCH IS OREMTERI ANS TIERBSORE SUITAIIE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. • • • • • • • • • • • • FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-84.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION A ACHING TO CMU• THE LOWEST DESIGN PRESSURE SN%A64.L 7 PSF AND /OULLION A CULI APPOLY TO F IE �ULONO INTZR: EC.IS• NI. • • • • • • • • • VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PROSUCTS USED01.14 TF(fS MULLION 4,I'SVM. 3HE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBIL•. FINAk DESIGN PRESEUREREOUIRES•TSAj THESOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0 U N Ts a ur 03 I3 O £g m I In W J 8 I z Ji rn BO a a 0 z 0 m0 Y 0 /n 5.0 PRODUCT REVISED as complying with the Florid" Building (We _16'02122.0.3 Acceptance No • piration Dale 'sFTZ.f- /102) Miam Dade Product 11111, 4 tf •,FOP ND. 53705 ��yy al�1 S'ATE0 4j1/; /ONAL A. LYNN MIUI_LR, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • J. EXAMPLES OF RECTANGULAR LOADING: SH/DH SH/DH — LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED — SH/DH /9 I SH/DH 4 4 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED / HINGED / / O O / /L4/ — SH/DH 400 SH/DH LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW SGD l J J 1 LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW��Z • • • • LOADING OF HORIZONTAL MULLION PW I / / / ///,/ HR i • • �• • • • • • • • • • • • • • •• • •• • • • • • • • LOADING OF yER11 L MULLION • • FPO* • • • • • • • • • • LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. A to (V N m U) J a 8 z 3 O J I 0 M to i I A I z rn N CO AO 0 0 *O z O m0) gw I PitOOUCT REVISED as complying with the Florida Budding Code Acceptance No E imll, Date 11j1I„ -r \CP. LYIvN F No. 5370S .Gl Jj t 6 . °1 .,.. STMLi OF A. L'YNN)f4I,LL,RI.O.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S• •• • • • •• •• 000 • • • 000 • • Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address ■ e r m it,l85, Parcel Number Issue Date: 5/1S/201 Permit NO. WS-5-17-1229 Permit Type: Windows/Shutters cation: Window/Door Replacem Perrrtit`Status: APPROVED Expiration: 11/14/2017 Applicant 12 NE 101 Street Miami Shores, FL 1132060131380 Block: Lot: DAVID AND JANICE SNOW Owner Information Address Phone Cell DAVID AND JANICE SNOW 12 NE 101 Street MIAMI SHORES FL 33138- 12 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792-4415 Cell Phone Valuation: Total Sq Feet: $ 35,000.00 0 Type of Work: REPLACE 18 IMPACT WINDOWS & 4 DOORS No of Openings: 22 Additional Info: REPLACE 18 IMPACT WINDOWS & 4 DOORS Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $21.00 $4.80 $4.80 $7.00 $320.00 $12.00 $28.00 $397.60 In consideration of the issuanc=. t pertaining thereto and in strict c accepting this permit I assume required for ELECTRICAL, PLU OWNERS AFFIDAVIT: I construction and zoning Pay Date Pay Type Invoice # WS-5-17-63907 05/04/2017 Credit Card 05/18/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 347.60 $ 347.60 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations h the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In y for all work done by either myself, my agent, servants, or employes. I understand that separate permits are AL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. ormation is accurate and that all work will be done in compliance with all applicable laws regulating above -named contractor to do the work stated. May 18, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy May 18, 2017 1 Florida Hone bnprovament Associama LM.ense No. CGC 0811190 / QB44a1B sem sW 42nd St, Ft. Lauderdale, FL 33212 Job# 104. / Replacement WindowsContract s/ Name: / ' �n "f SIC hi O4% HOme45tree: Address / '/ t y Broward Tel: 954.792d41S Miami Dade Tel: 305.545.4469 Fex:954-752-2170 Web: FHAPRODUCTS.COM Em7aallb 14FOOFHAPRODUCTS.COM Bus. Plwne:34('1/b1'179 3 Ir State Zip This Contract Is made and entered into this _ /0 day of4 %t h , 2OL7by and between Florida Hone .Improvernent Associates. Inc, a Florida corporation ("Contractor" or "FHA'), and owners) named above of the residence located at the address listed above ("Owner'). The Work Contractor agrees to perform the ware described below: 1) Remove existing units to be replaced. (NOTE: Removed items are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS; Ili FHA Energy Storm Sever_ Simonton Vinyl insulated Install _ Aluminum Insulated,Aluminum Nair -Insulated 4) Doors: Energy Storm Saver_ Aluminum insulated, — Aluminum Non -Insulated Directions are viewed from the lmlde. On sliding glass doors Active and Mad Pank ere Identified. On Casements and single Rinds doors the hhhge Is identified Right Hinge end Left Hinge. On floors the more eetiw doorls lMntted impact; ( Yea( ) No( ) Standard Custom Non -Impact ( ) Color.' -White Eleeklisana My ACTIVE /4NX 2fa AA AF FA FMF AAF FM QIy QHY car Qtr Qtir Tan: Bronae• Grey: Mill Raisin FA LH RH DolditalinrikAms RA( 1 LA(C812— ittbsr Qh S L� Glass: INITIAL HERE -9 Warranty: Manufacturers Warranty sent upon competition. 5) Work NOTto be replaced: / og.e4 W r N 4eW INITIAL HERE- B) If applicable, removing hutter panels, and/or security ban. 7)d Special 1 A —i' � /i.t f s t o k A A. ; spin , . 1)) ` Des job debris and proelde necessaryperniitat and insurance.. . 9) .if applicable, in the event:that ContmMor is unabiefor whatever nsason to gbtain proper permits prior to commencement of any work, Coptraddoraha5refund any preaor p enntandthistransactlgpshaflireautoreaticallytanceled. =. . (No flnish wprkotherthan normalIsopL btunlessnoted below.) ..... Additional Work: VA COW i" ERE4 1d `�9i Th Schedule: .. rector shall commence the work within `days after execution of the Contract (the 'Comment Dann alldshall endeavor to complete all Work hereunder within ^ days after the Commencement Date. The TOTAL PRICE for all Labor and Materials (inndudingany applicable discount) Is $ 3�i?e'o .0Q Down Payment $ -- Balance Payable $ Contractor will provide to Owner a Final Waiver and Release of Llen and Contractor's Final Included in chapter 713. Florida Statues (20051. $_tea Sales Tax �} $ (lf applicable) �f Total Contract Price $ :Y/Q50 to Owner, substantially similar to the forms Contract Price Cade one: (YES or NO) Owner elects to apply for financing of the above -statue hump sum amount If yes Is circled, see financing agreement and related documents Nodose &Wainer,tt andngbbeingobtainedbyOween a). Do peaelln ttdsbsmebaprowmentc antraot (indudblalisedngdocunents) In blanl- bl. You are entitled to a copy ofths contract at the tee you dgn.11dap Itto protect your lap/ rights. c). The Mendel documents attached to this home Improvement contract may contain a mortgage or otherwise create a Hen on your property that could be foreclosed on If you do not pay. Be sure you understand all provbbst tithe centred and 9narcW documents before vendee. : This. contract contains the entire contract of the parties. It may not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first.above written. You the Buyer may cancel this transaction at any time prior to midnight on the third business day after the dale of this transaction. See the alto y of cancellation form for an explanation of this right 0 r: Contracto By: i(Na 1 Home Owners Assodotl n Name: phone#: YES ( ) NO K) Building Name: skoir) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION OBUILDING ❑ ELECTRIC ❑ ROOFING El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: L 2- FBC 20 Master Permit No.IN S \ 1 \ 21,9 Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zit): 3 N 3 Folio/Parcel#: 11 - Z. O C2 I?) • 1310 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): etLA 3 Jyuct,) Phone#: (off • 330 .443 8 Address: 1 Z ►�i 101 tT Gty: c.c.s ve5 State: 1 U- Zip: 3v larR Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT ASSOCIATES Address: 3044 SW 42nd STREET Phone#: 1-954-792-4415 City: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Address: N/A state: FLORIDA zip: 33312 Phone#: Certificate of Competency #: Phone#: N/A Value of Work for this Permit: $ Type of Work: ❑ Addition El Alteration City: N/A State: N/A Zip: N/A Square/Linear Footage of Work: ❑ New * Repair/Replace ❑ Demolition Description of Work: � —_ `C(t 2 �� C�1 I .us °f h O O r S Specify color of color thru tile: Submittal Fee $ 0-Pa )C1 Permit Fee $ 1) CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 3'4 . C-O (Revised02/24n014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise In good faith that a copy of the notice of commencement and, construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whkh occurs seven (7) days after the building permit Is Issued. In the absence of such posted notice, the inspection wi!! not be ed and a reinspection fee wi!! be charged. Sig OWNER or AGENT The foregoing instrument was acknowledged before me this a' ' day of �`� , 20 / ,1 , by who is personally known to me or who has produced Tititirt4 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ram& f�l/i�,vir fl'1 fla g ANTONIO HERNANDEZ 14 MY COMMISSION # FF 164915 EXPIRES: October 1, 2018 ********* APPROVED BY 1/61' 11 Signatu taqiN Nt*tati• NTRACTOR The foregoing instrument was acknowledged before me this II �, 4 t day of AV(0 , 20 r , by 1,x0 - P)U Y u-P 4-t, who is personally known to me or who has produced identification and who d' NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner Structural Review Zoning Clerk (Revlsed02/24/2014) Property Search Application - Miami -Dade County :.~OFAPPRAISER . OFFICE THE Summary Report Property Information Folio: 11-3206-013-1380 Property Address: 12 NE 101 ST Miami Shores, FL 33138-2319 Owner DAVID SNOW Mailing Address 12 NE 101 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 2 / 0 Floors 1 Living Units 1 Actual Area 2,427 Sq.Ft Living Area 2,237 Sq.Ft Adjusted Area 2,332 Sq.Ft Lot Size 12,350 Sq.Ft Year Built 1946 Assessment Information Year 2016 2015 2014 Land Value $308,609 $234,582 $234,582 Building Value $117,113 $117,113 $113,335 XF Value $1,042 $911 $911 Market Value $426,764 $352,606 $348,828 Assessed Value $250,274 $248,535 $246,563 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $176,490 $104,071 $102,265 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 10&11 BLK10 LOT SIZE IRREGULAR OR 14156-1925 0689 1 Page 1 of 1 Generated On : 4/21/2017 14fJ11S T"'SS T NE1.1.100TH "SW .01 Taxable Value Information 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $200,274 $198,535 $196,563 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $225,274 $223,535 $221,563 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $200,274 $198,535 $196,563 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $200,274 $198,535 $196,563 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 02/22/2017 $89,400 30478-3380 Corrective, tax or QCD; min consideration 01/25/2013 $100 28460-0614 Corrective, tax or QCD; min consideration 03/19/2010 $250,000 27245-3886 Qual by exam of deed 06/01/1989 $105,000 14156-1925 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 4/21/2017 RECEIVED OCT 0'6 2017 October 6, 2017 VIA HAND DELIVERY Mr. Ismael Naranjo Village Building Official Miami Shores Village 10050 NE 2 Ave Miami Shores, FL 33138 Re: 12 NE 101 ST Building Permit Notification Extension — Hurricane Irma (Executive Order 17-235) Dear Mr. Naranjo: Please accept this letter from 'myself David Snow, the property owner at 12 NE 101 ST for the extension of all active building permits (PL-5-17-1329, WS-5-17-1229 and RC-6-17-1667) for the subject property pursuant to Executive Order No. 17-235 to May 14, 2018. / In connection with Hurricane Irma, Governor Rick Scott issued Executive Order No. 17-235 on September 4, 2017, declaring a state of emergency. Section 252.363, Florida Statutes, provides for the tolling of.valid permits and other authorizations during the declaration of the state of emergency and for an additional six (6) month extension following the tolled period. I hereby notify the Miami Shores Village that I intend to extend the expiration date for active building permits on the property of 12 NE 101 ST from November 14, 2017 to May 14, 2018. This amended date only provides for a six month extension in compliance with Florida Department of Economic Opportunity guidelines. This request is timely as it is being provided within ninety (90) days after termination of the emergency declaration as provided by Section 252.363 (1)(b), Florida Statutes. Please contact me with any questions or require additional information to process this matter. Sincerely yours, David Snow a3-33o--S1/443�' • Section 1,1 . Consistent with, Executive Order 80-29, nothing in this Order shall prevent " local jurisdictions in any area not declared to be 'under a state or emergencyby this Executive Order from taking prompt and necessary action' to save lives and protect the property of their citizens, including the authority to compel and direct timely evacuation when necessary. Section 12. `I authorize the Florida Housing Finance Coiporation to distribute funds • pursuant to .section 42.0 9073;'florida Statutes, to any,county, municipality, ,or Other political. subdivision located within the area(s) declared to be under a state of emergency by this executive J order: The authority of the Florida Housing Finance Corporation toditribute funds under this. state of emergency. shall expire six'months`from the late of this'Order. Section 13. 'All actions taken by the Director of the Division of Emergency Manaement- with respect to this emergency before the issuance. of. this Executive>Order'are ratified. This'., Executive. Order shall expire sixty days from this date unless extended. ATTEST. SECRETARY:OE STATE IN TESTIMONY WHEREOF, I have hereunto set my hand and caused the Great Seal of the State of fi Florida to be affixed, at Tallahassee, this 4th day of September, 2017. GOVERNOR 11 • • Executive Order, and when necessary to ensure that those commodities are made available to the public, may travel within evacuated areas and exceed curfews, provided the State Coordinating Officer determines, after consultation with the appropriate Emergency Support Function(s). that: A. Law enforcement officials in the declared area(s) can provide adequate security to protect the essential commodities from theft; B. The weight of a delivery vehicle will not jeopardize the structural integrity of any roadway or bridge located within the declared area; C. Delivery vehicles will not negatively impact evacuation activities in the declared area(s); and, D. Delivery vehicles will not negatively impact any response or recovery activities occurring within the declared area(s). After consulting with the appropriate Emergency Support Function(s), and after consulting with local officials, the State Coordinating Officer may dictate the routes of ingress, egress, and movement within the declared area(s) that drivers must follow when- delivering essential commodities. Provided he or she is actually delivering medications, any person authorized to deliver medications under chapter 893, Florida,Statutes, qualifies as a person delivering essential commodities. In order to qualify as a person'delivering essential commodities, under this section, a person must be in the process of delivering essential commodities only. If an individual is transporting both essential and non -essential commodities, then this section shall not provide any authorization for that individuaLto enter into or move within the declared area(s). 10 that sufficient funds -.be made -available, as needed, by transferring anrexpending moneys approkiated. for other purposes, moneys from unappropriated surplus funds, or from The Budget ,Ak Stabilization Rind: ,?• Section 7. All State .agencies 'entering emergency final Orders -or oth-er. fiuiaYactions ,in response to this emergency shall advise the State Coordinating Officer contemporaneously or as - 'Soon as praCticable: k. §ection 8. Medical professionals and workers;'social worker, and couriselors with good . . . • ... • and Valid professional-, licenses issued by states other than the State. of Florida ma render such . . services in, Florida during this emergency forpersons- affected by. this emergency with' the . . 'condition that such services be rendered to such person s free ofcharge, and with the further condition that such services be rendered under'the auspices of the Ainerican Red Cross or the - Florida DepartInent of Health'. Section 9. Ptirsuant to section 5011 60, Florida Statutes, it is unlawful and a violation'of section 501.204 for, a person.to rent or'sell or offer to Mtt or sell. at ah:unconScionable price within the area for which- the state of emergency is declared, 'any, essential 'commodity including, but not • limited to, supplies, services, provisions, -or equipnient that is necessary:for 'consumption muse as - 'a direct result of ihe etnergency7-..„ Section O. Under the authority contained in sections 252-.36(5)(a); (g), and (m), Florida -Statutes, I direct that, .for- the purposes of this emergeney, the term "essentials", as 'defined by section 252.359(2) Florida Statutes, shall be the' same as and no tnore expansive than the term A' .. . . , "conimoclityl', as defined - by section - 501.160(1)(a); Florida Statutes (hereinafter referred to .., , - i collectively. or alternatively -as "essential comitaxlities"), Accordingly, any person who delivers -., essential commodities to a location in the area(s) declared to be under a state of emergency by this 4 . the Secretary of the Department of Management Services. Furthermore I direct the Secretary of the Department of Management Services to: I) Maintain an accurate and up-to-date list of all such closures; and, 2) Provide that list daily to the State Coordinating Officer. I. All State agencies may abrogate the time requirements, notice requirements, and deadlines for final action on applications for permits, licenses, rates, and other approvals under any statutes or rules under which such application are deemed to be approved unless disapproved in writing by specified deadlines, and all such time requirements that have not yet expired as of the date of this Executive Order are suspended and tolled to the extent needed to meet this emergency. Section 5. All public facilities, including elementary and secondary schools, community colleges, state universities, and other facilities owned or leased by the state, regional or local governments that are suitable for use as public shelters shall be made available at the request of the local emergency management agencies to ensure the proper reception and care of all evacuees. Under the authority contained in section 252.36. Florida Statutes. I direct the Superintendent of each public school district in the State of Florida to report the closure of any school within its district to the Commissioner of the Florida Department of Education. Furthermore, I direct the Commissioner of the Department of Education to: A. Maintain an accurate and up-to-date list of all such closures; and, B. Provide that list daily to the State Coordinating Officer. Section 6. I find that the demands placed upon the funds appropriated to the agencies of the State of Florida and to local agencies are unreasonably great and may be inadequate to pay the costs of coping with this disaster. In accordance with section 252.37(2), Florida Statutes, I direct 8 certificates, vehicle title c. ertifiCates; handicapped parking permits, replacemein drivers' licenses, and replacement identification cards and to waive the additiOnal.fees, for the late renewal of or • application for such licenses, certificates, and documents due to the effects of adverse weather conditions; and, 5) -Defer administrative actions and waive fees imposed bylaw for the late renewal or applicatio-n for the above licenses, certificatesTand documents, which were delayed due to the effects of adverse weather conditions, includingin-counties wherein the DFISMV has closed offices, or any officeof the County Tax 'Collector that acts on behalf of the DI:ISNIV to process reneWals has closed offices due to adverk weather conditions. Recordkeeping and other applicable requirements for existing IFTA and IRP licensees and registrants are not affected by- this order. The DFISMV shall- promptly notify the State Coordinating Officer when the waiver is no longer necessary. G. -In accordance with section 465.0275; Florida -Statutes, pharmacists may. dispense up to a 30-day emergency.prescription-refill Of maintenance' Medication to persons who reside in an area or county covered under this' ExectitiCft Order and tOemergency-personnel who have- been activated by their state and 'local agency, but who do not reside in an area or county. t. covered by this'Executive Order. H. All State agencies responsible fo'r the use of State buildings and facilities may close such buildings and facilities in thoSe portions of the State Affected by this emergency, to the 'extent to meet this emergency.. I direct each State agency to report the *closure of any State building or facility to the Secretary of the Department Of Management Services. Under the authority contained in section 252,36, Florida Statutes, I 'direct each County to report the closure of any building or facility operated or iimiritained by the County or any political subdiVisiOn therein to 41 7 and weight restrictions fOr all such vehicles for the duration of the emergency. The DOT shall issue permits and such vehicles shall be subject to such special conditions as the DOT may endorse on any such permits. Nothing in this Executive Order shall be construed to allow any vehicle to exceed weight limits posted for bridges and like structures, or relieve any vehicle or the carrier, owner, or driver of any vehicle from compliance with any restrictions other than those specified in this Executive Order, or from any statute, rule, order, or other legal requirement not specifically waived herein or by supplemental order by the State Coordinating Officer; F. The Executive Director of the Department of Highway Safety and Motor Vehicles (DHSIVIV) may: 1) Suspend enforcement of the registration requirements pursuant to sections 316.545(4) and 320.0715, Florida Statutes. for commercial motor vehicles that enter Florida to provide emergency services or supplies. to transport emergency equipment, supplies or personnel, or to transport FEMA Mobile homes or office style mobile homes into or from Florida; 2) Waive the hours of service requirements for such vehicles; 3) Suspend the enforcement of the licensing and registration requirements under the International. Fuel Tax Agreement (1FTA) pursuant to Chapter 207 Florida Statutes, and the International Registration Plan (1RP) pursuant to section 320.0715, Florida Statutes, for motor carriers or drivers operating commercial motor vehicles that are properly registered in other jurisdictions and.that are participating in emergency relief efforts through the transportation of equipment and supplies or providing other assistance in the form of emergency services; 4) Waive', fees for duplicate or replacement vessel registration certificates, vessel title, certificates, vehicle license, plates, vehicle registration certificates, vehicle tag 6 • •i • • 8) Appropriation amd expenditure of pUblic funds:. D. All agencies whose erhpleyeeS are certified by the,Afnerican Red Cross' as • disaster serviee volunteer within thelneaning of SeCti6r1110.120(3), Florida Statutes:may release c • a • V any such employees for such service as requested by the Red Cros to meet this emergency. , . E. The Secretary. (DOT) May of the Florida Departmeni of Transportation : . , t , - 1)- Waive the collection of tolls.and other fees and charges for the use of the ••• Turnpike and other Public -highways, to the extent, such Waiver 'May _be 'needed teprovicie • • emergency assistance or facilitate the evacuation of the affected couhfies; t-, „ 2) Reverse the flow of traffic or close any and all roads, highways, and portions • of highWays as May be needed for the safe and efficient transportation of evacuees to those Counties • .3 that the State Coordinating Officer may designate is, destination -counties for evacuees in this .• • emergency; • • • • , 3). Suspend enforcement of the registration requirements pursuant to sections . 316.545(4) and 320.6715, Florida Statutes, for commercial motor vehicles that enter`Florida to provide emergeney.services or supplies, to transport emergency equipmentstipplies or personnel,. • or to transport FEMA mobile horneS'or office style mobilehomes into"or front Florida; - 4) 'Waive the hoursof service requirernents for such.vehiCle's- 5) Waive tiy. special permit the warning signal requirement in the ,Utility. • •Accornmodations Manual to accomthodate public utility Companies from other jurisdictions Which -- render assistance in estoring vital services; and, 6) Waive the size and weight 'restrictiOns fdrdivisible,loads on any vehicles • transporting emergency equipment, services, supplies, and.agriciiltitral 6-orhtnodities,and citrus as recommended by the Commissioner of Agriculture:allowing' the. establishment of alternate size 5 • •p" • • • 1. • • hinder, or delay necessary action in coping with the emergency. This includes, but is not limited to, the authority to suspend any and all statutes, rules, ordinances, or orders which affect leasing, printing, purchasing, travel, and the condition of employment and the compensation of employees. For the purposes of this Executive Order, "necessary action in coping with the emergency" means any emergency mitigation, response, or recovery action: (I) prescribed in the State Comprehensive Emergency Management Plan ("CEMP"); or, (2) directed by the State Coordinating Officer. Any waiver of statutes, rules, ordinances, or orders shall be by emergency rule or order in accordance with sections 120.54(4) and 252.46, Florida Statutes, and shall expire thirty days from the date of this Executive Order, unless extended in increments of no more than thirty days by the agency, and in no event shall remain in effect beyond the earlier of the date of expiration of this Order, as extended, or ninety (90) days from the date of issuance of this Order. C. In accordance with 'section 252.38, Florida Statutes, each political subdivision within the State of Florida may waive the procedures and formalities otherwise required of the political subdivision by law pertaining to: 1) Performance of public work and taking whatever prudent action is necessary to ensure the health, safety, and welfare of the community; 2) Entering into contracts; 3) Incurring obligations; 4) Employment Of permanent and temporary workers; 5) Utilization of volunteer workers; 6) Rental of equipment; 7) Acquisition and distribution, with or without compensation, of supplies, materials, and facilities; and, 4 needs created by/this'ernergency, and to place all such personnel under the direct: command and coordination of the State Coordinating -Officer to meet this.emergency D. Designate Deputy State Coordinating Officers.} E. Suspend the effect of any statute; rule; or order.that'iouId in any ivayprevent, hinder, or delay any "mitigation, response; or recovery action necessary to cope with this emergency. Fr Enter orders as may be needed to implement any of the foregoing powers; however, the requirements of sections 252.46 arid 120.54(4),•Florida Statutes, do not apply to any such orders issued by the State Coordinating Officer. ;f y 'Section 3. I'.order the Adjutant General to.act "" to dea ith this emergency. ate the Florida National Guard; as needed, Section 4..1 find :that, the specialduties' and responsibilities resting upon some State, regional and local agencies and othergovernnentai bodies in responding to the emergency. may , require them to waive or deviate from the statutes, rules, ordinances, and orders they. administer. Therefore, I issue -the following authorizations:, A. I'urstiant to s ction 252.36(1)(a), Florida Statutes, the 'Executive.Office of the, h Governor may waive all "statutes and rules affecting budgeting to the extent necessary to firov=ide budget.authority for state agencies to cope with this emergency.. The requirerrfents `of sections 252.46 and 120.54(4), Florida Statutes, do not apply to any such waiver issued by the Executive Office of the Governor. B. Each State agency may suspend the- provisions of any. regulatory -statute, prescribing the procedures for conductof state business -or the orders or,rules of that agency, if strict comphanCe vvith the provisiuns of any such Statute-, order, it rule would in any way prevent, is Emergency Management Act, as amended, and all other applicable laws, promulgate the following Executive Order, to take immediate effect: Section 1. Because of the foregoing conditions, I declare that a state of emergency exists in every county in the State of Florida. Section 2. I designate the Director of the Division of Emergency Management as the State Coordinating Officer for the duration of this emergency and direct him to execute the State's Comprehensive Emergency Management Plan and other response, recovery, and mitigation plans necessary to cope with the emergency. Pursuant to section 252.36(1)(a), Florida Statutes, I delegate to the State Coordinating Officer the authority to exercise those powers delineated in sections 252.36(5)--(10), Florida Statutes, which he shall exercise as needed to meet this emergency, subject to the limitations of section 252.33, Florida Statutes. In exercising the powers delegated by this Order, the State Coordinating Officer shall confer with the Governor to the fullest extent practicable. The State Coordinating Officer shall also have the authority to: A. Invoke arid administer- the Emergency Management Assistance Compact ("EMAC") (sections 252.921-.933, Florida Statutes) and other compacts and agreements existing between the State of Florida and other states, and the further authority to coordinate the allocation of resources from such other states that are made available to Florida under such compacts and agreements so as best to meet this emergency. B. Seek direct assistance and enter into agreements with any and all agencies of the United States Government as may be needed to meet the emergency. C. Direct all state, regional and local governmental agencies, including law enforcement agencies, to identify personnel needed from those agencies to assist in meeting the J ' STATE OF FLORI OFFICE-OF=THE GOVERNOR EXECUTIVE ORDER-NUMBER..17-235 • (Emergency Management,— Hurricane Irma) WHEREAS, asof.11:00 a.m. on Monday,. September 4; 2017, Hurricane-Irina is a major hurricane located approximately 560 miles east'of the Leeward Islands with'maximum sustained' winds of 120 mph; WHEREAS; the, five-day forecast from the. National Hurricane Center predicts that, on Saturday,• September.9, 2'017,•Hurricane Irma will be a major hurricane located somewhere north afCuba and south of Andros Island.in°the'Bahamas; WHEREAS, current forecasi models predict that Hurricane Irma x rill head into the Straits of Florida as a major hurricane; • e WHEREAS, current . forecast rnodels.:predict that Hurricane -Irma matte landfall' somewhere in:Sauth.Florida or Southwestern Florida as a major hurricane; WHEREAS, current forecast models prediet that Hurricane Irma will travel up the entire • spine of Florida;' WHEREAS,.Hurricane Iritna poses a seem' to the 'entire.State ' f Florida and requires that timely precautions are taken to protect the coinmunitie's, critical irifrastructure, and general welfare of this State; • WHEREAS, as Governor, I am responsible to meet the dangers presented to this state and its people by this emergency; -NOW, THEREFORE, I,'RICK SCOTT, as Governor of Florida, by' virtue of the authority vested in me by Article IV, Sectional (a) of the'Florida Constitution and by the Florida 41. IVliami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for. Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks; shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). IDA,Arit Qualifier/Owner Signature Date Print Name Gable Roof h<60 0<7° Design wind pressure Exposure C h= 15ft V= 175 mph (3-sec.gust) Kz= 0.85 ASCE 7-02, table 6.3 Kzt= 1.0 ASCE 7-02, section 6.5.7.2 Kd= 0.85 ASCE 7-02, table 6.4 COEFF= 0.60 LRFD qh= 56.64 PSF ASD qh = 34.0 psf qh=0.00256(Kz)(Kzt)(Kd)(V2)I Gcpi = 0.18 or- 0.18 (ASCE 7-02) area, ft2 +Gcp -Gcp4 -Gcp5 10 1.00 -1.10 -1.40 I 20 0�9 g 50 tf88 -0.J8 -1.1b 100 0.82 -0.92 -1.05 • • • • • • • • • •••• • • •••• • • •• •• • • , • • Wall Design Pressure (psf) • LONE 5 LONE 4 + , psf - , psf + , psf - , psf 40.1 -53.7 40.1 -43.5 38.3 -57.7 38.3 -41.7 -45.3 35.9 -39.3 I35.9 34.1 -41.7 34.1 -37.5 • • • • • • ••• • • • • • •• • • • • • • • • ••• • • • •• • • • ••••r • • •• • • • • • • ••• • • • • • •• Roof Design Pressure(psf) wlo Overhang LONE 1 LONE 2 LONE 4 area, ft2 +Gcp -Gcpl -Gcp2 -Gcp3 + , psf - , psf + , psf - , psf + , psf - , psf 10 0.30 -1.00 -1.80 -2.80 16.3 -40.1 16.3 -67.3 16.3 -101.3 20 0.27 -0.97 -1.59 -2.29 15.3 -39.1 15.3 -60.1 15.3 -83.9 50 0.23 -0.93 -1.31 -1.61 13.9 -37.7 13.9 -50.7 13.9 -60.9 100 0.20 -0.90 -1.10 -1.10 12.9 -36.7 12.9 -43.5 12.9 -43.5 Roof Design Pressure(psf) with Overhang ZONE 1 &2 ZONE3 area, ft2 +Gcp -Gcpl -Gcp2 -Gcp3 + , psf - , psf + , psf - , psf 10 0.30 -1.70 -1.70 -2.80 16.3 -63.9 16.3 -101.3 20 0.27 -1.67 -1.67 -2.20 15.3 -62.9 15.3 -80.8 50 0.23 -1.63 -1.63 -1.40 13.9 -61.5 13.9 -53.8 100 0.20 -1.60 -1.60 -0.80 12.9 -60.5 12.9 -33.3 500 0.20 -110 -1.10 -0.80 12.9 -43.5 12.9 -33.3 `\1IIIIIII/// \\` •vR�O A. p //o; J O. �tCENs • �4.7 . STATE�OI�V'O•