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HomeMy WebLinkAboutPROJECT INFORMATION�1 TABLEv5• (""'IQ - - �I TRINITYIERD IATURE CONTINUED N/OODIDECKS _ .\ _ 4 .,,. -,: _ RUCTION OR REROOF�TEAR_OFF�,,$1fSTEM TYPEE ,NON=INSULATED,,MECHANICALLY"ATTACHED'B%1SE1SHEET BROOF,000ER ONDED ". J W MINIMUM SIDEI'AP WIDTH (INCH)Xr MAXIMUM SIDE"IAP FASTENER�SPACING{INCH,O C) _ - — ' S Y - Y Z MAXIMUM:CENTERROWFpSTENERSPACING(INCHDC). - r 22MINIMUM#DESTAGGERED.CENTERRDWS �SYSTE r W S ZONEZt&3 kPERIMETERY8t`CORNER;AREABASESHEETATTACHMENT: k t+ I - Ultimate Design - Wind Speed V m (mph) Exposure Enclosure Roof Height Zone 220 130 .140 (ft) , 150 160. 170 180' Xk X Y Z X.: 44 y }:Z'. J X Y Z X Y Zt X Y Z :• X' 2-Perimeters U 8 3 S 8 3 8 ';;8-ye- 3 ;8. ' 8 3 8 8 0<h<15 I -;: 3 8.` 8 3 8 3-Corners 8 3 8 8 3 8 7. 4 3' 76 X 6 3 6 4 „4 2-Perimeters ,h 8 3� 8 8 3 8 8- s 3 B,;EZ 8 3 8 7 3 7 6{ -- 3 6 C 6.sed 15<h<20 3-Corners 8 c 3 S 8 3 8 7 13 ' F7 ; 6 3 6 4 3e 4 4 3 4 4: 4 4' 2-Perimeters 8 $ 8 8 3 8 8 r? 3 c r8ric' 8 3 8 7 3 `a7 7�r 20<h<30 1 i, K 3-Corners 7 3 7 6,, k^-3 f :6,..j 5 3 5 4 3 ;� r4 4 4 4 2-Perimeters 8 3 8 8 - 3, 8 ;p, - 8 3 8 f '7 ;; 3 `7 - 6 3 6 30<h<40 3-Corners 8 3 8 7 3 7 6 (; 3 6: 4 3 4 4_ 3, A -4 4 4 2-Perimeters 8w3 x 8' 8 3 8 —8— 3 8 8_, f; 3 $ 8 3 8 7.` < 0 h<15 3-Corners r3 S —7 3 7 S 4 5 �8 s 4 5 4 2-Perimeters 8 3 8 8 3 8 8 f, 3 as ° Sc ` 8 3 8 8 3 8 -- Open 15<h<20 3-Corners 8> a3f 8 7 3 7 5 4 5 4 5 4 =`4• 6� (, 4 :; 2-Perimeters rO '8 8 3 8 8 ,'i�3 t 8=H 8 3 8 8 ., 3l _8 7 3 7 20 < h < 30� 3-Corners 7 3 , r7 6 3 6 5 :•,� 4+ 5_^t 5 4 5 5 'S 5 4 6 4 4 6 2-Perimeters ' 8 -3 r 8, 8 3 8 8 3 8 8 30<h<40 x r ; 3 8 7 4 7 3-Corners ?, 6 3 6 5 i r 4 5 4 4 4 $" D e <. 4 5 4 4 6 4 IN/A v 2-Perimeters 83- 1 8 t 8 3 8 8 d°3'8;' 8 3 8 7 ''_` 3 7 6 3 6 I5 3 0<h<15 I 5 3-Corners 8 j 7 .3 7. 6 ,,..3E 6 'r 4 3 4 °4 3 4` ; 4 4 4 ( 2-Perimeters „ 8y t` .3 K8 8 3 8 8 3 8 7n" f 3 7= 6 3 6 �4 3'',r4 •P Enclosed 15<h<20 3-Corners ;` 8 #yfi3 r 8 e 7 3 7 s6 = s ,'3r s yfi� �, 5 3 5 4 4 4` 4 5 4 4<< 5 4 2-Perimeters 8 3' ' 8 8 3 8 8 34 ' I 8 7 3 7 6` 3' 6;:': 5 3 5 4 i4 20 < h< 30 r 3 I 3-Corners 7 y s 3< " 7 6 3 6 4 (°.3¢ ,s 4 3 4 4 5 4 4 2-Perimeters s \8 r r 3` 8; 8 3 8 ; t8 3r t8k' 7 3 7 6 C. 3 6 4 3 4 30<h<40 N/A 3-Corners 6 3 6 4 ;3 4$:; 4 4 4 <I 4 Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-SS47 Evaluation Report C40710.12 • -R4 for FL36709-R4 evision 4: 09/14/2017 Ap endix 1, Page 14 of 14 Exposure I Enclosure ( C J Enclosed D Open Enclosed j fEW CONSTRUCTION OR,REROOF (YEAR dFF], SYS1EM TYPE E: NON INSULATEd, MECHCCN[CACLY A_ TTACHED BASE SFIEET, BOLVQED ROO COVER: ..: IDTH (1NCH), X MAXIMUM SIpE LAP FASTENER "- ERED CENTER ROWS; Z MAXIMUM CENTER ROW FASTENER SPACING (INCH,O ER SiCORNER`AREABASES[iEETATfACHMENS„t g -�. ..w _ ».. .._. x Ultimate Design Wind Speed - V n (mph) Roo�ft�ight Zone i20=»,y 130 150i60 170Fl- 3180� Y ;. Z X Y Z =' X»• , Y<. Z` X Y Z X Y Z -q X Y Z X •.�Y''. £ t;..„�; 0<h<15 2-Perimeters $ 3$ k 8 3 8 8 3 8,` 8 3 8 8 3 8 8 3 8 7 r 3 7z+:. 3-Corners 8 3 8 7 3 7r 6 3 6 4 4 ,. ." 4;` 4- 2-Perimeters 8 3' 8,' 8 3 8 s 8 3:: 8, 8 3 8 8 3° 8 t 7 3 7 15<h<20 3-Corners ,8 3„ $ ,� 8 3 8 _°u 7 3 7 �� 6 3 6 4 '3 4 -� 4 3 4 2-Perimeters 8 3 8 20<h<30 3-Corners 8 3 '; 8 k`•, 7 3 7 fi 3 6„ 5 3 5 ¢ 3 4 4 4 4 2-Perimeters 8 3 $_ 8 3 8! 8r 3k 8` 8 3 8 7 3 7. 6 3 6 5 30<h<40 3-Corners 8 3`-,' 8 ;, 7 3 7 6» ., 3' 6z', 4 3, 4 4 4 4 4 5, 4 2-Perimeters«8 3 8 3 8 8 3`'8 8 3 8 8 3 8, '€ 8 3 8 0 h<15 s k8 r. 3-Corners 8 3_ 7 3 7 6i 5 4 5 5 „4 5 4 5 ,S» 44 x 2-Perimeters 8 3 8 8 - 3- 8 8 r 3 g - g 3-- - 8- ` 8 8- 3- -8 7 3 7, _ 152h<20 - 3 3-Corners �8 3 8; 7 3 7 ;; 6C�.: 5 4 5 5 S 5 4 5 4 4 6 4 20<h<30 2-Perimeters 8 3 8 8 3 8 8 3 $ 8 3 8 8 =3 7 3 7 6, 4 fiF , 3-Corners ' ;7 3' 7, 6 3 6 5 h S 5 4 5 5 6 4 6 4 FR 30<h<40 2-Perimeters Y 8 3 8:;. 8 3 8 '' S 3a; s 8 -': 8 3 8 8 3 8 7 4 7 6 „ 3-Corners 3 3 7 6 3 6 r. S 4, 5 4 4 4 4 S 4 4 6 4 ,< 2-Perimeters 8 3 8 :3 8 3 8 t" 8 3 8 8 3 8 7 1 6 3 6 0<h<15 } 3„ 3-Corners 8 3 8 7 .3 7 ;,r6 3 6x,» 4 3. 4 4 4 4 4 4 4$ 4s 15<h<20 2-Perimeters $ 3 8< 8 3 8 8 3 E ,g 8 3 8 6 3 6 4 3 3 4 3-Corners 8 3 8„ 7 3 7 6 36 u. 5 3 5 �4 4 4 ." 4 5 4 2-Perimeters '8£ 3 8" 8 3 8 8 % 7 3 7 6a'3{ 5 20<h<30- a8 3 5 3-Corners 7 3 7 6 3 6 :; 4 3. r r4a 4 3 1 4 4 5 4 4 6 4: »' 2-Perimeters8 3 8 8 3 8 8 3- 8� 7 3 7 6 3 6 �� 4 3 4 30<h<40 3-Corners 4 4 95 4„ 4 5 4/ ; t° Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6' EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12 -R4 for FL36709-R4 evision 4: 09/14/2017 Ap endix 1, Page 14 of 14