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HomeMy WebLinkAboutTILE INSTALLATION MANUALx.. .� A Af ST 1l1CIE COUNTI! BU NG'DMS�11 a 5 ; L f 73, ii3i� F �,�REVIEWED FOR COMP CE 4f x 4yC/�� REVIEWE Y rf x DATE tk PLANS A D PERMIT; ST'B KEPT ONJOB r . , THESE PLANS AND ALL PRQPOSED WORK 4- CORRECTIONS REQUIRED BY FIELD INSPECTbk$'T IAT 4 MAYBE NECESSARY IN ORDER TO +4-2 COMPLY Wi'TH ALL APPLICABLE CODES. g { n CONCEALED;FASTENERS OR ATTACH�4EI;lTS a ' AIDE THE RESPQi�SISILI. 'y OF THE x COr�TRACT - R OFflECORD s fl - - - - - - - ---- i 4 � YnLI gene the Possibilities _r /r r k Realize the f Bene its t, r - .W s. , y _ u , F RSA / M 4 -iip and Ridge Plastic Support Structure - Shall be in ments of SSTD-I I and verified by third party independent �s�pliance with the Florida Building Code (FBC). Hip and FBC approved laboratories. -} -R:,;doe Plastic Support Structure shall meet the test require- i,— UNDERLAYMENT & FLASHINGS 11 should be used. Inspection - Verify that surfaces to receive the underlay- iment are uniform, smooth, clean and dry. Proper ventilation Roof Parameters - Use the table below to determine the is recommended on all tile applicatioris. Verify ventilation type of roof that will be installed. Each parameter is depend- rec.uirements as set forth in the governing building code. ent upon the next. Do not mix and match, follow the table 11'1 nen exposed ceilings are utilized,, special precautions as it flows from left to right. f I` r Yes 4:12 and Greater Mechanical or Adhesive Single Self Adhered Pre -Formed Either Transitional — iTwo Cold Applied Pre -Formed Either Transitional — Heat Applied Pre -Formed I Either Transitional — Hot Mopped Pre -Formed Either Transitional — Self Adhered Pre -Formed Either Transitional — —Mechanical D /Mechanical Pre -Formed Either Transitional — 4: 12 and Great Mal Adhesive "Single NSe1fdA'dbe'�re_�_ R re -Formed �Sta da dX Either — — S note l elo r _ Two Cold Applied Pre -Formed Either — Standard — — Sealed Heat Applied Pre -Formed Either Standard — — Sealed Hot Mopped Pre -Formed Either Standard — — Sealed Self Adhered Pre -Formed Either Standard — — See note below Mechanical Single Dry/Mechanical Pre -Formed Either Transitional — Standard — — Sealed 3:12 Less than 4:12 2:12 Less than 4:12 Mechanical or Adhesive Adhesive Single Self Adhered Pre -Formed Without Returns — Sealed Standard — — Sealed Two Single Cold Applied Pre -Formed Without Returns — Sealed Standard — — Sealed Heat Applied Pre -Formed Without Returns — Sealed Standard — — Sealed Hot Mopped Pre -Formed Without Returns — Sealed Standard — — Sealed Self Adhered Self Adhered Pre -Formed Without Returns — Sealed Standard Pre -Formed — Without Returns — — Sealed Sealed Standard — — Sealed Two Cold Applied Pre -Formed Without Returns — Sealed Standard — — Sealed Heat Applied Pre -Formed Without Returns — Sealed Standard — — Sealed Hot Mopped Pre -Formed Without Returns — Sealed Standard — — Sealed Self Adhered ,Pre -Formed Without Returns — Sealed Standard — — . Sealed 1� �. -,�:_ .r,.,a s. _A it 'sTj=, ir.- wote�Refer'to�thejujnderlayraent�rna�nufactur„ey,�s�writteninstallatio_ n�iistructions,orp�ro_duct�ap,�roval�.y.- COPYRIGHT © FRSA/TILE ROOFING INSTITUTE April 2012 TABLE �A Underlayment Table For Foam Adhesive and Mortar Set System and Hip and Ridge Design Pressures Required Design Pressures for Category 11 Buildings having a 2:12 and Greater pitch per ASCE 7-20 10 (psf) Basic Wind Speed in MPH MRH 1'.20, 3 1­50 1,60, j"I 180 1_90"'­ 15 36.6 42.9 49.8 57.2 65.0 73.4 82.3 91.7 20 36.6 42.9 49.8 57.2 65.0 73.4 82.3 91.7 25 36.6 42.9 49.8 1 57.2 65.0 73.4 82.3 91.7 30 36.6 42.9 49.8 57.2 65.0 82.3 91.7 35 38.2 44.8 51.9 59.6 67.8 76.6 85.8 95.7 40 39.7 46.6 54.1 62.1 70.6 79.7 89.4 99.6 .45 40.8 47.7 55.5 63.7 72.5 81.8 91.7 102.2 50 42.3 49.7 57.6 66.1 75.3 85.0 95.3 106.1 55 43.4 50.8 59.0 67.8 77.1 87.1 97.6 108.8 60 44.4 52.1 60.5 69.4 79.0 1 89.2 _1_100.0 1 111.4 Exposure C Basic Wind Speed in MPH MRH 3 0:` ��..,'170 -."'18V] 1,90,-� 15 44.4 52.1 60.5 69.4 79.0 89.2 100.0 111.4 20 47.0 55.2 64.0 73.5 83.6 94.4 105.8 117.9 25 49.1 57.7 66.9 1 76.8 87.3 98.6 1.10.5 123.2 30 51.2 60.1 69.7 80.0 91.1 102.8 115.2 128.4 35 52.8 62.0 71.9 82.5 93.8 105.9 118.8 132.3 40 54.4 63.8 74.0 84.9 96.6 109.1 122.3 136.3 45 55.4 65.0 75.4 86.6 98.5 111.2 124.7 138.9 50 57.0 66.9 77.5 89.0 101.3 114.3 128.2 142.8 55 58.0 68.1 79.0 90.6 1 103.1 1 116.4 130.5 145.4 60 59.1 69.3 80.4 92.3 1 105.0 1 118.5 132.9 1 148.1, Exposure D Basic Wind Speed in MPH MIRH 1=20--, '130 z, 1-40 1 .5 0 1601 17.0 90.": 15 53.8 63.2 73.3 84.1 95.7 108.0 123.1 135.0 20 56.4 66.2 76.8 88.2 100.4 113.3 127.0 141.5 25 58.5 68.7 79.7 91.5 104.1 117.5 131.7 146.8 30- 60.6 71.2 82.5 94.7 107.8 121.7 136.4 152.0 35 62.2 73.0 84.7 97.2 110.6 124.8 139.9 155.9 40 63.8 74.8 86.8 99.6 113.4 128.0 143.5 159.9 45 65.3 76.7 88.9 102.1 116.1 131.1 147.0 163.8 50 66.4 77.9 90.3 103.7 118.0 133.2 149.3 166.4 55 67.4 79.1 91.8 105.3 119.9 135.2 151.7 169.0 60 68.5 80.4 93.2 107.0 121.7 137.4 154.1 1_ For Other Category Structures Refer to ASCE 7- 10. MRH=Mean Roof Height in Feet COPYRIGHT @ FRSA/TILE ROOFING INSTITUTE April 2012 D D D F RSA/TM TABLE 2A Required Aerodynamic Uplift Moment For Field Tile, Ma (ft-lbo For Roof Pitches 6: l2 and Less Exposure ;B Basic Wind Speed in MPH MRH 120 130 140 ° 160 170 - . 180 <I 90 0-15 13.3 15.6 18.1 20.8 23.7 8 30.0 33.4 20 13.3 15.6 18.1 20.8 23.7 8 126.8 30.0 33.4 25 13.3 15.6 18.1 20.8 23.7 30.0 33.4 30 13.3 15.6 18.1 20.8 , 23.7 26.8 30.0 33.4 35 13.9 16.3 18.9 21.7 24.7 27.9 31.3 34.9 40 14.5 17.0 19.7 22.6 25.7 29.1 32.6 1 36.3 45 14.9 17.4 20.2 23.2 26.4 29.8 33.4 37.2 50 15.4 18.1 21.0 24.1 27.4 31.0 34.7 38.7 55 15.8 18.6 21.5 24.7 28.1 31.7 35.6 39.6 60 16.2 1 19.0 22.0 1 25.3 28.8 32.5 36.4 40.6 Exposure C Basic Wind Speed in MPH MRH 120 I'30 ' ,140 1:50 :.160 170 . 180 190 .: 0-15 16.2 19.0 22.0 25.3 < 28.8 i 32.5 36.4 40.6 20 17.1 20.1 23.3 26.8 30.5 34.4 38.6 43.0 25 17.9 21.0 24.4 28.0 31.8 35.9 40.3 44.9 30 18.7 21.9 25.4 29.2 33.2 37.5 42.0 46.8 35 19.2 22.6 26.2 30.1 34.2 38.6 43.3 48.2 40 19.8 23.2 27.0 30.9 35.2 39.8 44.6 49.7 45 20.2 23.7 27.5 31.5 35.9 40.5 45.4 50.6 50 20.8 24.4 28.3 32.4 36.9 41.7 46.7 52.0 55 21.1 1 24.8 1 28.8 33.0 37.6 42.4 47.6 53.0 60 21.5 25.3 29.3 1 33.6 1 38.3 1 43.2 48.4 54.0 Exposure D Basic Wind Speed in MPH MRH 120 130 140 `: I5.0' ::I60 '; I70.: 180. I90 0-15 19.6 23.0 26.7 ! 30.7 34.9 39.4 44.1 49.2 20 20.6 24.1 28.0 32.1 36.6 41.3 46.2 51.6 25 21.3 25.0 29.0 33.3 37.9 42.8 48.0 53.5 30 22.1 25.9 30.1 34.5 39.3 44.3 49.7 55.4 35 22.7 26.6 30.8 35.4 40.3 1 45.5 51.0 56.8 40 23.2 27.3 31.6 36.3 41.3 46.6 52.2 583 45 23.8 27.9 32.4 37.2 42.3 47.8 53.5 59.7 " 50 24.2 28.4 32.9 37.8 43.0 48.5 54.4 60.6 55 24.6 28.8 33.4 38.4 43.7 49.3 55.2 61.6 60 1 24.9 29.3 1 34.0 39.0 44.4 50.1 56.1 62.5 Wind Speeds are per ASCE 7- l0 for Nominal 3 -second gust at 33 ft above ground. MRH=Mean• Roof Height in Feet For Roof Pitches 6:12 and Less Equates to Roof Slopes 7 degs (Ds 27 deg for Zone 3 For Tile Calculations COPYRIGHT © FRSA/TILE ROOFING INSTITUTE . April 2012 EDITION :REVISED FRSA/TM TABLE 3 Mechanical Roof Tile Resistance Values (ft-lbo For Field Tile Deck Attachment AA s.t..6per m6fif 0 COPYRIGHT @ I SS, I 15.2 25.2 35.5 P51126W 0 Mee K Nail I 2SS, I C 2RS 2.RS 4" HL 38.1 39.1 50 . .3 38.1 36.1. 43.0 44.3 28.6 33. I ,cg,W I &W-4LA04L I No A lzn 2 33.2.- 55 r, 28.7- r 13 I SS, I 21.5 17.5 29.4 Nail -2SS, IC .37.6 37.6 471 - 2 RS 24.6 -36.4. 26.8 I No. 8 25.6 30.1 25.5 Screw 2 No. 8 36.1 41.9 37.1 19/32" r Direct 2; RS '.5'' SS = Smooth Shank Nail or Screw Shank RS = Ring Shank C = clip HL = Head Lap For Uplift Resistance Values for Foam Adhesives, see TPJ Technical Bulletin 2012- 100, which is available for download at www.TilerooRng.org For mean roof heights over 60 It, engineering calculations must be submitted for permitting. N ) =-w_ ffica A FRSAMLE ROOFING INSTITUTE lf (63) 150(67) "160(72) 170(76) MEN, �i�J � 1► F 180 (80) April 2012