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Home My WebLink AboutProduct Approval Broward County Fenestration Voluntary Wind Load Chart* For ASCE 7-1`0 Methodl, Parti and FBC(2017)for Retrofitting in Accordance with Formal Interpretation#5 For Defached'One and Two Family Dwellings and Multiple Single-Family Dwellings(Townhouses)with Mean Roof Height<30 feet Wind 170 mph(3 second gust) J Exposure C" / Kd=0,85 / Kzt=1.01 Pressures-ore in PSF/Noi for Coastal{Exposure'D'areas) '()sing Allowable stress Design Melohdology (P=0.4w) ! '"'Exposure shall be determined according to ASCE.7-10 Section 26.7.3 (ExposueColegories) Effective Mean Roof Height of 15 feet, 'Mean Roof Height of 20 feet Mean Root Height Of 25 feet Mean Roof Height of 30 feet Wind Location: Zone -Zone-.----- - -- ------ - ---_-- --- - - --- --7---- --- - -- -- --- Zone Area Gable or Hip Roof 2 3 1 2* 3 1 2 3 1 2 3 (0) + + + + + + + t '10 Gablefflip 16.0 -37,8 16.0 -63,4 16.0 -95,41 16,3 40,2 16,3 -57.4 163 -101.4 17J 42.1 17.1 -70,6 171 -106,3 11 17,8 43,7 17,11. -73A 17.8 -110-4, 20 Roof 16,0 -36.8 16.0 -56.7 16.0 -79.1 -116-0 -39.1 16,0 -60.2 16.0 -84.-0 16.0 -41,0 16.0 -63.1 -16.0 -88.0 16,7 42.6 16-7 -65,6 16,7 -911,4 -T_ :6 1 1 . 16.0 -50.7 16,0 -61�0 16.0 -39.6 SO -53.2 16.0 -41.1 16.0 -55.2 16.0 -66.4 50 0:5 7- 6,0 -35 %.0 -47.7 16.0 -57.4 16.0 -37.8 SO -63.9 100 (0 to 1.5:12) 1U -34.6 16.0. -4U 16.0 41.0 16.0 -36.8 16.0 43.6 1 16.0 A3.6 -38.5 16.0 451 116,0 45,7 16.0 -40.0 16.0 .47.4 16.0 4�7.4 '10 Gable/Hip 21.8 -34.6 21.8 -60.2 21.8 1 -89.0 1 23.1 -36.8 23.1 -64.0 23,1 .94.6 24.3 -38,5 24.3 -57.1 24.3 -99.2 251 40.0 252 -69.7 25.2 '..103.0 20 Root- 19.9 -33.6 19.9 -55.4 19.9 -83.3 21.1 -35.7 2111 -58:9 21,1 -88.5 22.1 _37A 221 -6.1.7 22.1 -92.7 23.0 -30 23.0 -64.1 23.0 -96.3- 50 70<1,5- 27 17.3 -32A 17.3 -49k 173 -75..6 18.4 -34.4 18A -52.1 18A :K3 19.1 -3.6.0 19.3 -54.6 19.3 -842 20.0 -37.4 20.0: -56.7 X.01 -87,5 A -'4,2 10 100 (1.5 to 6-12) 16,0 -31,4 16.0 441 1U M.8 16.3 -33.3 16.3 -0.0 16.3 -74.2 17.1 -35b 171 A49.2 17.1 -77.9- 17.8 -3&3 17.8 -511 17.8 -80,8' 49.2 40,0 AV 40.0 -51.1 4U -51A 10 X6 -3U 34.6 A4.2 34.6 A4 2 361 AO,2 X8 A7,0 36.8 A7.0 38.5 A2.1 38.5 9AU 38,5 _ Gable Roof 33,6 -35.9 33.6 -42.3 33.6 '3A4 -X9 37.4 47.1 37A _47,1 38.9 -41.5 38.9 -48,9 38,9 .48,9 20 -42.3 351 -380b 35,7 A4.9 35,7 44.9 50 270�<�_ 5 459 32.4 -33.3 32.4 -39.7 32.4 -39.7 34.4 -35.4 34,4 A2.2 34.4 -42.2 36.0 -37.1 36.0 1. -441 36.0 -d4.2 F37:4:-3-8-6- X46.0: 37.d A6.0 _%j (6 to 12:12) -31.4 31.4 -37.8 31.4 -37.8 33,3 -33.3 333 4,017, 333 40.2 1 35.0 -35... 10 0 31.4 35.0 42.1 1 35.0 1 42,1j 36.3 1 -363_1_ 36.3 -43.7 1 36.3 43.7 '"For Hip Roofs with angle<-7degrees(1.5:12)and<25 degrees(5.5:12),Zone3 shall be treated asZone 2(Figure 30.4-28,Note 7,p.337) Effective Mean Roof Height of 15 feet Mean Roof Height of 20 feet Mean Roof Height of 25 feet - Mean Root Height of 30 feet Wind Location Zone Zone , Zone Zone Area 4 5 4 5 4 5 4 5 ,378 .41,0 .gU 40.2 -43.6 40,2 -53.8 42,1 -47A 41- 10 -45.7 42,11 -56A 43.7 7 -58,6 361 -39.3 J j__3 .- - -47.2 383 -41.7 38;3 -50.1 40.2 --43.8 -40.2 -52:& '41.8* '-45.5 '-41,8' '-54Z 20 Q�_::�F 39.2 -49.4 50 Wall - .0 X0 �39.4 X0 -46A 37.7 41.3 37.7 47. 39.2 -42.9 100 321 -35.3 32.1 -39,3 34.1 -37.5 34.1 41.7 35.8 -39.4 35,8 43.8 -45.5 - -31.4 .33.3 79-97 .5.3 3 31.4 -35.0 [-32.6 .36.3 28.2 -31,4 - J 32.6 -36.3 500 28.2 r 2997 Garage Door Wind Loads for a Building with 30400t Mean Roof Height a Exposure a Tables 1609.7(1) (2),and Section 1609.3.1 _T Effective Wind Area Wind Load 4 Roof Angle Height Width 8 35.2 -393 8 Gable Raof Hip P,?Oot 10 10 0.10 34.1 -M38.2 degrees - 14 14 32.3 -36.1 For Effective Wind Areas between those given,values may 09 interpolated.Otherwise use the value associated with the lower Effective Wind Area. 9 7' > 10 38.4 -43.4 End Zone(a)shall be the smaller of 10%of Least Hor.Dist.Or 40%of Mean Roof Height but not less than 4%of Least Har.Dist.Or ft. i 16 7 degrees 36,8 -41,0 identify the zone per the figure or information by others.Any questionable zone is to be considered the more critical zone. Design is based on the 3-second gust(wind velocity)for Risk Category 11(general residential&commercial construction)per FBC 1620,2 Broward,These tables not for use with essential facilities or assembly occupancies. .Aw. Page.1 of 2 Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... BCIS Home Log In ! User Registration Hot Topics Submit Surcharge { Stats&Facts Publications FBC Staff BCIS Site Map Links ®Search b' or Product Approval a USER:Public User Product Approval Menu>Product or Application Search>Application Ust>AppGmtion Detail FL# FL22378-R2 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity r-.Yes No :`N/A 1 of 5 1/11/2018,9:30 AM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Product Approval Method Method 1 Option A Date Submitted 12/01/2017 Date Validated 12/01/2017 Date Pending FBC Approval Date Approved 12/06/2017 Summary of Products !__._.._._.. ........_.....____ --....... ---._._..._............... -._._._.................................................._._..._........................._....----._.............................................._.._............................................ -.._....� 'FL# Model,Number or Name Description 22378.1 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single Door Door Unit -...-............---........................................-------....................- --.........................----- -......._._._.. .....--.........._.._.- Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes ! 12/31/2020 i Design Pressure: +60/-65 Installation Instructions i Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0170.1)df Florida Building Code,including the High Velocity Hurricane ! Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed.3'-0"x 6-8"max nominal size. Evaluation Reports i Hurricane protective system is NOT required. See DWG-MA- FL22378 R2 AE 514010A.pdf FLO170 for anchor details and water performance where FL22378 R2 AE 514014A.pdf i required. Created by Independent Third Party: Yes -----....._.._._...-..._._. _....._...._.._........................................_................__..._............................_..- -- .._._._._...._.--.........................._...__._..__.._._..................................j ....................-------.....................7Dor ..._.................._............_...._........._._..._._..............................----............................-....--.....-......__........................._.—..............................................--................................................. 22378.2 ormguard Fiberglass Side-Hinged 6' 8"Opaque O/S Single Door j Unit ----------..................- ._.__....--- -....._.._..----..................................... --.......---........_....... ---._...................i Limits of Use 'Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the i FL22378 R2 II FL0170.pdf Florida Building Code,including the High Velocity Hurricane i Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: i design pressures listed. 3'-0"x 6-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- ! FL22378 R2 AE 514010A.pdf FLO170 for anchor details and water performance where FL22378 R2 AE 514014A.Ddf j required. I Created by Independent Third Party: Yes 22378.3 Stormguard Fiberglass Side-Hinged 6-8"Opaque I/S Single or Double Door w/or w/o Sidelites Door Unit ......------.................................._....._....._..._................................_........__..._._..........................................................-....i...............................- - - Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes ' FL22378 R2 C CAC NI007077.07 .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions i ' Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0170.1)df Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute I Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports I Hurricane protective system is NOT required.See DWG-MA- j FL22378 R2 AE 514008A.pdf I FLO170 for anchor details and water performance where FL22378 R2 AE 514012A.pdf I I required. Created by Independent Third Party:Yes 22378.4 Stormguard Fiberglass Side-Hinged 16'-8"Opaque O/S Single or Double Door w/or w/o Sidelites Door Unit i Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .pdf j Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 I Design Pressure: +55.0/-50.5 i Installation Instructions I Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0170.1)df Florida Building Code,including the High Velocity Hurricane I Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the I Created by Independent Third Party: I design pressures listed. 12'-0"x 6-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required. See DWG-MA- FL22378 R2 AE 514008A.pdf i FLO170 for anchor details and water performance where FL22378 R2 AE 514012A.pdf 2 of 5 1/11/2018,9:30 AM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... required. 1 Created by Independent Third Party: Yes 22378.5 i Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S or 0/S Single Door w/or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077,09 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0172.Ddf 1 Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed.9'-0"x 6-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514008A.pdf FLO172 for anchor details and water performance where FL22378 R2 AE 514012A.pdf required. Created by Independent Third Party: Yes -..................--.............----'--.............................._......_—._.-........................._..-- --...........-...---- .......-------.................. ._....... ................... 22378.6 i Stormguard Fiberglass Side-Hinged 6-8"Impact Glazed I/S Double Door w/or w/o Sidelites Door Unit -- - - ----- -._.................--. -.. _...................__._......----........................_.....--. ...._... Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.09 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50/-55 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0172.1)df Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514008A.Ddf FLO172 for anchor details and water performance where FL22378 R2 AE 514012A.pdf required. Created by Independent Third Party: Yes —_.. 22378.7 'Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed O/S Double Door w/or w/o Sidelites ':.Door Unit .._;._......._......_..........................__..._...._.._._......................................_...._._..__ .._..........................----------..............-........... ---................._... .................. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.09 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 j Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0172.Ddf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6-8"max nominal size. Evaluation Reports i Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514008A.12df FLO172 for anchor details and water performance where FL22378 R2 AE 514012A.12df required. Created by Independent Third Party: Yes ..............................-. .._..............-- ._.._...._......._._.........._......................_.....--....................................._....................................................................-----._...................._........ 22378.8 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.08 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0171.Ddf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: i design pressures listed.3'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system is NOT required. See DWG-MA- FL22378 R2 AE 514009A.odf FLO171 for anchor details and water performance where FL22378 R2 AE 514013A.Ddf required. Created by Independent Third Party:Yes j 22378.9 I Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door j I Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.08 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0171.Ddf 1 Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: i 3 of 5 1/11/2018,9:30 AM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... j design pressures listed. 3'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514009A.pdf FLO171 for anchor details and water performance where FL22378 R2 AE 514013A.pdf required. Created by Independent Third Party: Yes _............._...... -....---— ---..._........_...._.._..............................._.................._._........_......._.._._... ---......._....-- --.-._.._.........._.------...._..........................................._._............---_............._ 22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.08 .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0171.pdf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514007A.pdf FLO171 for anchor details and water performance where FL22378 R2 AE 514011A.odf required. Created by Independent Third Party: Yes 22378.11 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.08 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0171.pdf I Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports i Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514007A.pdf FLO171 for anchor details and water performance where FL22378 R2 AE 514011A.pdf required. Created by Independent Third Party: Yes _........................._. _._._..............................._..._-..—..._...... --- 22378.12 I Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed I/S Single or Double Door w/or w/o Door Unit Sidelites -- ---._..........._.............._..._.._._............................._..............--...-._......_..................---. .._........ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.04 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +43/-47 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0173.1)df Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports I Hurricane protective system is NOT required. See DWG-MA- FL22378 R2 AE 514007A.pdf FLO173 for anchor details and water performance where FL22378 R2 AE 514011A.pdf required. Created by Independent Third Party: Yes -- -..__................._..._...... -.._..._..._..............................._..---........................................._...._......_..................... 22378.13 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed O/S Single or Double Door w/or w/o Door Unit Sidelites _..........._............ .. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.04 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +47/-45 Installation Instructions I Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0173.pdf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports I Hurricane protective system is NOT required. See DWG-MA- FL22378 R2 AE 514007A.odf I FLO173 for anchor details and water performance where FL22378 R2 AE 514011A.pdf required. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 4 of 5 1/11/2018,9:30 AM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... 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 emails provided maybe 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 area licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eCF,sc- Credit Card: Safe 5 of 5 1/11/2018,9:30 AM MASONITC. 149'MAX. OVERALL FRAME MOTH Cr a: Do STORMGUARD FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX.D.L.O.- PANEL WIDTH FRAME WIDTH c J 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL Q ►- GENERAL N07ES cn cc O 1 THE FLORIDA BUILDING. EVALUATED FOR USE INCODE TANDSWHLOCAIONERE (PRESSURE U REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM Z HERNG TO DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. � In C..) DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^ o 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF °D N 0)F- A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). -0 C Ld 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 5 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: `fl E TEST DESCRIPTION._ DESIGNATION FACING LITE FRAME a SELF IGNITION TEMP ASTM D1929 752'F> 650'F 842'F > 650 'F RATE OFBURNINGASTM D635 0.56-IN' IN 1.28 IN MIN SMOKE DENSITY ASTM D2843 53.4% 70.28 o B Qm TENSILE STRENGTH- I ASTM D638 1 3.2% DIFF 1.8% DIFF i 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): m TEST DESCRIPTION DESIGNATION RESULT ,��+go SELF IGNITION TEMP ASTM D1929 779'F> 650'F RATE OF BURNING ASTM D635 0.0 IN MIN AfMImtoNO SMOKE DENSITY ' ASTM D2843 39.0% o TENSILE STRENGTH• ASTM D638 3.6% DIFF.... = DOUBLE DOOR UNIT w,/SIDEU7ES a COMPARATIVE TENSILE STRENGTH AFTER WEATHERING BY• - - 4500 HOURS XENON ARC METHOD 1 Do �n 3333 V)rn rn rn m w oow • ® • e aaa woxU In rnaj Q> E SIN DOOR INfT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR .„ _UJVII SINGLE DOOR UNIT IVIS DELITES DOUBLE DOOR UNIT W/ IDELIM WfTH SIDELITE .WITH SIDELITE m m N�- NNN.,p STRUCTURAL WHERE WATER INFILTRATION-PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING ALL OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S'I T4 0 S HIGH DAM 0 S X 37.5 +55.0 -55.0 +55.0 -55.0 N A - . . +25.0 -25...0 +40..0 -40..0 +55.0 -55..0 +55..0 -55...0 X X 74 +50. -50 +55.0 -5555.00 N A +25.0 -250 +40.0 -4400.0 +550 -55.0 +55.0 -55.0 . -55.0 +5 N A +25.0 2 .0 +40.0 - .0 +5OX or 75 +550 50 .00X0 112.5 +55.0 0 +55.0 -55.0 N A 2 55.0 +40.0 -40.0 +55.0 4 -55 +55.0 -55.0 + g m¢7OXXO M A 2 + 0 -400 +55.0 -55.0 +550 -550 Z ✓�t D�7 sc N.T.S. TABLE OF CONTENTS �T f7 DVM.BY: SWS CNK.BY: SHEET # DESCRIPTION KURT BALTHAZOR orAmHc NO.: 1 TYPICAL ELEVATIONS & GENERAL NOTES FLORIDA P.E. 2 ANCHORING LOCATIONS & DETAILS #56533 DWG-MA-FLO172-07 3 ANCHORING..LOCATIONS & DETAILS SHEET 1 of 3 U QC) 6" SEEDETAIL 3„ 6- O 3" »E" 3� 133. OrT h N Me tJ Lo U e M a SEE DETAIL LLJ to N"D- QSEE DETAIL SEE DETAIL "C" .. .C" AN7 j� G. _ _ I t tl � ll II { 1 1 G � o 3" o 3---i 3. 3-_ 3" 3" �� 6" 6" cn > SEE DETAIL #8 X 2" � °F- ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #10 x 5/8° THE THRESHOLD & INTO THE #8 x 2" STRUCTURE DEEP ENOUGH ¢a�, #10 x 518'.' ; FOR A 1.375" THROW a #8 x 2" #10 x I" DETAIL ASTRAGAL €ETAIL F" ASTRAGAL �o o� #10 x- 2-112- ATTACH ASTRAGAL RETAINER BOLT C] # Jo x 1" STRIKE PLATE TO FRAME o a z��-' a #10 x 5/8" AS SHOWN. }a . DETAIL ,.C., � �n o DETAIL «D., N a N a 0.962"1 0.124"HEAT STRENGTHENED DECORATIVE INSERT 0.124"HEAT STRENGTHENED DECORATIVE INSERT D a, - 1 y�L^n 0.090'SWLEX(NOA 15-1201.11) (OP710NA1) O.Q9d"SAFIEX{NDA 15-1201.17). (OPTIONAL) 1.375" -T- 0.124'HEAT STRENGTHENED-= '°�--"'-•0124"TEMP' 0.124„HEAT STRENGTHENED^---"✓•" "'°°-"'-`•0124'TEMP. T BITE 7/2'arm CU CD 6 z INSWING TH ESHOLD BUMPER 015 THRESHOI DD prGN 07 1 DOW 995 yg"4"vS DOW 995 DOW 995 w DOW 995 SS.. 1.482" 1.75'E;p 1.047" i.437" '. ;;, W5;T � TDETAIL /� �FE GLAZINGDETAIL Z-SERIES OZS THRESHOLD HIGH DAM 01S THRESHOLD T4O/S THRESHOLD IMPACTRATED GLASS PACT RATEDGLASS ?72-D� _,,3 SEE DETAIL 3,, 6"3" 6" u')O 3• O I � Q � I I l 1 a �J �—lf n c ° e N Q Mn V W 2 4 T a SEE DETAIL ¢ LJJ H"D' SHT. 2 — _ y ~ L SEE DETAIL o 'C' SHT. 2 p B. n 0 6" — — v f 'r o o J O� I I fl II II fl I m 3" AddmdntoNO 3" 6 6"— SEE DETAIL 3" 3" 3 ,F.' SHT. 2 6-TI 6" 6" I HARDWARE SCHEDULE a :n:n vt m 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND In 33 3 m ATTACHMENT D�AIL rncnrncn SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. SIGNED AND SEALED BY ROBERTO LOMAS, PE 1.25 •- 2. 4" X 4" FULL MORTISE BUTT HINGES. �w (FLORIDA #62514) WITH THE LOWEST (LEAST) MIN !R!a FASTENER RATING FROM THE DIFFERENT FASTENERS > s —sHIX 1`x1/2" CORRUGATED #tox2" WOOD SCREW Maw BEING CONSIDERED FOR USE. JAMB, HEAD, AND 3' FROM EACH END s FROM EACH END d a. cn THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—I I— 1MIN" v•. x AND 7" OC AND 12" OC r N m G_ o #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. —0.25" wo= L A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH SHIM ACRYLIC a>a' -•: ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". I CAULK CL— I— WOOD SCREW EDGE DISTANCE MIN 3/4'x. TEK SCREW EDGE TYPICAL MASONRY "; ACRYLIC DISTANCE MIN 1/2". ANCHOR INSTALLATION " " CAULK 17H—CL N N N N a 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO � o -m ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD 1.50" o i. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) - 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —0'25" MAX (3) !!10X2-1/2" (4) #10X2-1/2" oom¢Z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM wo o SCREWS O D SCREWS OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE EACH END EACH END CL--� I— DATE: 4 9 07 MINIMUM EMBEDMENT OF 1-1/4". ® ® SCALE: N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO MO.sr: sws TRANSFER LOADS TO STRUCTURE. ® ® ®® TYPICAL WOOD BUCK CHK B, OPAWING NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DwD-MA-FL0172-07 MULLION (CHS) MULLION (CHS) sNEEr 3 OF 1 NOTICE OF PRODUCT CERTIFICATION n, Company: Masonite International Corporation Certification No.: NI007077.09-R1 1955 Powis Road Certification Date: 05/22/20017 West Chicago,IL 60185 Expiration Date: 12/31/2020 Revision Date: 09/27/2017 ` Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame' unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 The"Notice of Product Certification'is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outswing Opaque Size Pressure Pressure Rated Comments X FS Glazed 3'0"x 6'8" +55/-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 X O/S Glazed 3'0"x 658" +55/-55 3.75 psf/6.0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single 8.25 psf 2/9.0 psf 4 Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 XX US Glazed 6'05'x 6'8" +50/-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 XX O/S Glazed 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double 8.25 psf 2/8.25 psf 4 Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 XO/OX FS Glazed Door 6'0"x 658" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 XO/OX O/S Glazed Door 6'0"x 658" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 2/9.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 OXO FS Glazed Door 910"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 OXO O/S Glazed Door 910"x 658" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites 8.25 psf 1/9.0 psf4 Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 OXXO FS Glazed Doors 12'6"x 6'8" +501-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 OXXO 0/S Glazed Doors 12'65'x 6'8" +55/-55 3.75 psf/6.0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites 8.25 psf 2/8.25 psf 4 Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 1-Denotes Z-Series Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: L. Roberto Lomas P.E. 1492 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rilomas(o)I rlomasoe.com Test Report: N/A Product: Double Door with and without sidelites.12'x6'8"(wood frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/6 w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,NDS 2015,TR12) Nominal diameter: N 0.190 in Gap: g: 0.0000 in Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member: Douglas Fir-Larch(G=0.50) Main member:Spruce-Pine-Fr(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: F„= 4,650 psi Main member dowel bearing strength: F,,,= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in Mode I„ Mode I, Mode II Mode III„ Mode III, Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 Zm= 302 lbs Z, 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Kp= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Ka= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value(ZCo): Z'= 175 lbs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacing(in) Substrate: Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 lbs/anchor(per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA,Steel Tabulated design value: Z= 1266 lbs Safety factor: Fs= 4 Allowable Design Value(LFs): Z'= 316 lbs/anchor Minimum anchor capacity: 155 lbs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf Max. Anchor M Area Load Ind. Zone O.C. Cap. Load Result 79 25 (ft2) (lbs) (in) (in) (lbs) Qty (lbs) Al 2.3 138 N/A N/A 155 1 138 OK G -1 A2 7.7 463 6.00 21.00 155 5 93 OK 72.75 A3 7.7 463 N/A N/A 155 3 154 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf �``��t11�/l�I/��` Al A4 A4 Al Area Load Ind. Max. Anchor ``` Zone t�L�' R•e .�d�f�r�,/ Al Y Y Y O.C. Cap. Load Result • A2- - A2 (ft) \ z) (lbs) (in) (in) (lbs) Qty (lbs) .,' �/••�`Cj /I� AS 79.25 A, 2.4 146 N/A N/A 155 1 146 OK 5 • �_ Al A4 A4 Al AZ 7.9 473 6.00 21.00 155 5 95 OK *4- TAT A3 7.8 468 N/A N/A 155 4 117 OK 147.75 A4 2.3 138 N/A N%A 155 1 138 OK OF y'141` A5 1 7.7 463 N/A N/A 155 3 154 1OK 00 ��►�OR��A� "� 171111,1AL I 1110 Luis R. Lomas P.E. FL No.: 62514 1 of 4 10/10/2017 L. Roberto Lomas P.E. • 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-666-0609 Date: 10/10/2017 rllornasPirlornasoe.corn Anchor Locations: Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. 6.00 18° MAX O.C. 79.25 6.00 O TATE 4F .sk, Luis R. Lomas P.E. FL No.: 62514 2 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC27023 Report#: 514008A 434-666-0609 Date: 10/10/2017 rl lomas(a)lrlomasoe,com Double door with sidelites 37.50 36.38 36.38 37.50 18.75 TYP. 6.00 TYP. 6.00 TVP. 78.19 TYP. 3.00 TYP. JIF 6.00 18' MAX O.C. 79.25 6.00 INN *'V •��C Ns4e9`P�-�:- TAT OF " ///II III1\\ Luis R. Lomas P.E. FL No.: 62514 3 of 4 10/10/2017 L. Roberto Lomas P.E. • 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rllonnasPIrlornasDe.conn Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4.ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D.METAL STRUCTURE:STEEL 1 8G(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052"THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9.WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. AD5`1 -o Q:= TAT OF OR1Ot; s00 a - Luis R. Lomas P.E. FL No.: 62514 4 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC27023 Report#: 514012A 434-688-0609 Date: 10/10/2017 rllomas(�IrlomasDe.com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8"(composite frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,NDS 2015,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member:PVL Main member: Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: t,= 1.500 in Side member dowel bearing strength: F.,= 10,000 psi Main member dowel bearing strength: F.,= 3,350 psi I Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I,= 1.140 in Mode I, Made I, Mode II Mode III, Made III, Mode IV qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105 P= 725.61 lbs P= 1900 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko= 2.400 Ku= 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6 Z.= 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs i Ko= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs Min.Design value: Z= 125 lbs Z= 212 lbs Ko= 2.400 KD= 2.400 Ka= 2.400 Duration Factor: Co= 1.6 Z= 135 lbs Z= 221 lbs Z= 125 lbs Allowable Design Value(ZCo): Z'= 199 lbs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacing(in) Substrate: Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z..= 155 lbs/anchor(per interpolation when needed) Fastener type: #10 Self topping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5) Nominal screw diameter: D: 0.190 in Screw root area: Ar 0.0151 int Actual edge distance: de: 1.085 in Screw shear ultimate strength: F," 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: t, 1.000 in Thickness: t2 0.052 in Ultimate tensile strength: Ft", 14 ksi Ultimate tensile strength: Fm2 22 ksi Nominal strength per bearing(side member): Rn=2Dt,Ft", Rn1= 5320 lbs (Eq J.5-12) Nominal strength per bearing(main member): Rn=2Dt2Fj"2 Rn2.= 435 lbs (Eq J.5-12) Nominal strength per tilting: Rn=4.2(t2'O)J/2F,"2 Rn= 478 lbs (Eq J.5-13) Nominal screw shear strength:Rn=A,Fn/1.25 Rn= 654 lbs -(Eq J.5-14) Safety factor: o=3 Allowable shear and bearing capacity: P. 145 lbs/anchor Fastener type: #10 Self topping screw (Calculations per AISI-5100-12,sections A2.3.2 and E4.3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,. 54.0 ksi Screw root area: Ar 0.0151 int Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thickness: t, 1.000 in Thickness: t2 O.C.. Ultimate tensile strength: F", 14 ksi Ultimate tensile strength: F"2 Nominal strength per tilting: Rn=4.2(t23D)"'F,2 Rn= 1001 lbs (Eq E4.3.1-1) lJ / Nominal strength per bearing(side member):Rn=2.7Dt,Fm Rn1= 7182 lbs (Eq E4.3.1-2 and-4) •' !/� Nominal strength per bearing(main member):Rn=2.7Dt2F.2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) ` �`G FE As �j Nominal screw shear strength: Rn=ArF,./1.25 Rn= 654 lbs •► �� v Safety factor: o=3 ..�_. ■ 0 51 - • ' Allowable shear and bearing capacity: P. 218 lbs/anchor -+.. ■ Minimum anchor capacity: 145 lbs/anchor . T.AT /11+ i w Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. 0 ' f fi 7 VQ�t . lltiltl Luis R. Lomas P.E. FL No.:62514 1 of 4 10/10/2017 L. Roberto Lomas P.E. • 1432Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514012A 434-688-0609 Date: 10/10/2017 rllornasPI rlornaspe.corn Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf � Al Al Area Load InMax. Anchor d. Zone z (lbs) (iO.C. Cap. Load Result A2� Y (ft)A2 79 25 n) (in) (lbs) Q (lbs) Al Al Al 2.3 138 N/A N/A 145 1 138 OK a AZ 7.7 463 6.00 21.00 145 5 93 OK 72.75 A3 7.7 463 N/A N/A 145 4 116 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf Area Load Ind. Max. Anchor Al A4 A4 Al Zone O.C. Cap. Load Result �Y A3 Y P5 Y A3 Y_ A2 (ft) obs) (in) (in) (lbs) Qty (lbs) j j 79.25 Al 2.4 146 N/A N/A 145 2 73 OK Al Aa Aa Al Az 7.9 473 6.00 21.00 145 5 95 OK A3 *7.8468 N/A N/A 145 4 117 OK 147.75 A4 138 N/A N/A 145 1 138 OA5 463 N/A N/A 145 4 116 OK Anchor Locations: Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. 6.00 18° MAX O.C. 79.25 /Z 6.00 �` � • �• Z i ��v��•� 'E N0 51 /�% rr ■ .t w TAT OF i 0 ORION A\� Luis R. Lomas P.E. FL No.: 62514 2 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514012A 434-666.0609 Date: 10/10/2017 rllomas(@Irlomasoe.com Double door with sidelites 37.50 35.38 36.38 37.50 18.75 TYP. 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. 6.00 18' MAX O.C. i 79.25 6.00 ,,'Illll��J ENO' ,p <f. 659 '— ,fir TAOFORM jw ss�0NAI. �\`\ti� 1111111 Luis R. Lomas P.E. FL No.: 62514 3 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514012A 434-666-0609 Date: 10/10/2017 rllomasC@Irlomaspe.com Installation instructions. 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4.ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D.METAL STRUCTURE:STEEL 1 8G(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1 .052"THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. S. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. �Ir4Oil • r TAT OF ;'t4 i�'n�•:4�0R1'0t- j� f Q N AL` s ��`�'�� 111111 Luis R. Lomas P.E. FL No.: 62514 4 of 4 - 10/10/2017