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102 AQUATIC DR - TRUSS DRAWINGS LEGEND BEAM BY OTHER5 --- 0 ---_-- EAM Y OTHES � O --- rC >�- ------ VALLEY / FIELD FRAMING13Y HE 4-- PLUMBING DROP j' SLOPED CEILING w-1 -- < rr RAISED FLAT CEILING � m 20'-9" BEARING HEIGHT Lf� 31 '-4 7/8" BEARING HEIGHT o o ry 10- 1 1/8" BEARING HEIGHT ' — — Cz aG (=�C 29'- 1 O 1/8" BEARING HEIGHT C\J 29'-4 3/4" BEARING HEIGHT o u (-,D 24'-5 1 1/1 G" BEARING HEIGHWMA --1 C C0 UNIT 82-3 1 UNIT 82-3 UNIT B2-3 for Nailing: z n SYMBOL. J L See 5imp5on CataloLL.J U--1 QTY: 50 or Call 1-800-999-5099 1 14'-10" HU52G O • 4" 411. A 11 48 U-J i...► 4'-6° 21'-6" 20'-6" 20'-6" '7 20'-6" 21'-6" 4'-6" `�-- U J 31-4-14 AFF Plate 31-4-14 AFF Plate 31-4-14 AFF Plate Ut o c N 2 11 t i r ! 2 u? 58.1 58.1 58.i m VV 17— OOO 0O �j O �N N N �c`rit a 8 9 Pmw. I L L L NWelt - 1-1 IN., 00 12 12 1 e 4� CRIC CRTC CRJC TT 1 14 Z o BY HE BY 0 HERS BY HE 1 1'-10 9'-8° o m N co 10 N m m o o p m m LO o RT (Y} E 1 �J a 2, 2' cpo �o No N Ro oyo oo C\jao <° 2' 2' m Q �N �N gN �N �N gN �N O .. 0 ~a 84 B4 B3 B3 83 B3 B3 83 83 B3 83 83 83 B3 84 84 –° – _ a 11111` — a.. > uy— LL- ItD15CLA1MFRI CM o o O2, 21 N N lu N a 21— 21—f 21—._ J O oN �_ NU? N(7 N t7 LU to �o o ca V -_ ---- PLUMBING / HVAC OPENINGS �T in Ln co Cn ARE THE RE5PON51B1UTY OF a THE CONTRACTOR OR OWNER / .� M-- 4./ ' // ///" 58 I m JLj . 1 . 1 lf ' 58.1 �„� � �..1� a.. R 0 _ TO VERIFY ALL LOCATI ON5 ^ •• 5'-3" 5'-3" 20-9" S N - --- --- - BEFORE BUILDING TRU55E5 4..% IJ0 AND 5ETTING TRUSSES. -- W BuEAM IN FLOOR 8'-1 ►° 8'-! I" BEAM 1N FLOOR � L5(j �� o p p� �N �.. 773 55� rl rr ...... Ln 4) ATTENTION m 1] 11 1 if 11 1 11 1 IT 11r I I 1w 1- If 11 111 VA MIA 1 . LIMITED RE5PON5IBILITY OF ROOF N az TRUSS MANUFACTURER. SEE WTCA bo o12 3® �' �, �` 1-1995, SECTION G.O, FOUND IN I ►- s _ o DE51GN MANUAL. iE I I ® p x000 N PSL- m = g N C\1 Ug N g N 2. WARNING FAILURE TO FOLLOW U 85 85 B 85 B5 5BEA IN fL R SEA IN FL OR BEA 1N f OR 135 135 55 85 B5 85 RECOMMENDATIONS IN "BC51" }c ' /////Z cz 13;�� 01.11A;-� 006 L &'*h�mmi� �E o 1 1 1 1 MAY RE5ULT IN SERIOUS INJURY, > I I LOSS OF LIFE, OR PROPERTY DAMAGE. z6' 6'-2" 14'-4° - '-2" 14'•4° 14'-4" 6'-2° 26' 5EE: WWW.5BCINDU5TPY.COM/ z 1 1 1 4" 4" 4" 4" DOCS/OG_BCSI_BOOKLET FI NAL.PDF 1 1 1 14-10° 3. CUSTOMER TO VERIFY O ALL DIMEN51ON5, BEARING HEIGHTS, ca PITCHES AND ALL INFORMATION X ILL REGARDING THE DE51GN AND BLDG I Z OR ROOF FABRICATION OF TRUSS SYSTEM. 4. DO NOT OVERLOAD TRU55E5 N WITH SHEETKOCK/SHEATHING OR o ANY OTHER BUILDING MATERIAL5. z N 5. TRU55E5 ARE NOT MARKED IN ANY O WAY TO IDENTIFY THE FREQUENCY, OR -= LOCATION OF TEMPORARY ERECTION BRACING. ALL TEMPORARY BRACING a'L- I SHALL COMPLY WITH THE LATEST © 1 1 Q 0 EDITION OF 13C51-51 PUBLISHED BY p THE TRU55 PLATE INSTITUTE FOUND m IN DE51GN MANUAL. m G. NON-LOAD BEARING WALLS TO BE SINGLE TOP PLATED, TO PREVENT LOAD = o N 9"xft7/16"058 GUSSET OR lSfA9 5TRAP AT U) 4'0.C.BOTH SIDE5.NAILED TO TOP#BOTTOM C"M — TRANSFER TO THESE WALLS. A I x4 a`p ° 2x4 PUR1JN5®24.O.C.- OF TRU55fS WITH 4-Gd NAIL5 A I I T X 21 AT = W EACH MEMBER{MATERIALS NOT SUPPLIED}. � MAY BE USED AS SECOND TOP PLATE. NAILED TO TOP CHORD OF MAX 55 L55 LOADING _ Cn Q 5A5E TRU55 WITH 2-16d. MAX 160 MPH TOP-HAT MAX EXP B OR C +.n 3 f 2 7. DO NOT CUT OR MODIFY ANY TRU55 U ® UO MAX PM,AU�LM D. WITHOUT FIRST CONTACTING RIDGWAY OVERLAP 5MATHING MIN 12'. _�� ONTO EACH TOP CHORD. ' = [CONTACT nXHM NT��IF,�R Contractor to verify all beam len the prior to Cuttln ROOF TRU55 FOR APPROVAL. ANY o BA5E JOB EXCEED VALUES USTEn MODIFICATION TO THE TRUSSSES � � TRuss� 3 112" TYP. hip Qty. WILL COMPROMISE THE STRUCTURAL 0 o I " BEARING Mark hI Description (Instructions For Builder) INTEGRITY. ALL TRU55 MODIFICATION -ii e p o `-° 8 Len th 5 ed PAP\APET LEG5 OT P\5 UATIL . , 0.H. REQUESTS MUST BE SUBMITTED IN PSIL-5 12 -011 _ �' II X II �I �" WRITING TO RIDGWAY ROOF TRU55 o TOP HAT DETAIL- MAX WIND SPEED I GO MPH TYPICAL EAVE DETAIL I `�' !4 5L I of I PRIOR TO FIELD CHANGES. n.. For Nailing: 3/4 SYMBOL: J L " 5ee 51mpson Catalog 2x4 CONT. p/ UNIT 83-2 UNIT 82-2 UNIT B2-2 UNIT B2-2 UNIT B3-2 QTY: 68 or Call 1-800-999-5099 RIBBON SHEATHING 0 (s) 1141-101 kHHU546 BOARD Q � '0 U_ 1__ 4" 411 4« 4" 2 I'-6' 20-6" 20-6" 20'-6" 21'-6" 4'-6" .. b W ` m M .J 11 in TYPICAL END DETAIL d = BEAM 5CHEDULE LVL-P VL-P LVL-P Contractor to verify all beam lengths prior to cutting. 'LEGEND m 7 - Mark ip Qty. Description (instructions For Builder) BEAM BY OTHERS =t FI 1 FI # FI # FII F# I Fl I �. Len th Shl ed ==-=== BEAM BY OTHERS 1' ► � LVL-A 171.011 22 2-ply 1 -3/4" x 1 1 7/811 LVL Beam ------ VALLEY /FIELD FRAMING n� r I 2, 2, r: -1 r 2, _ 1_ n n " PLUMBING DROP Z LVL-15 21 G 8 4- 1 1 -3/4 x 18 LVL Beam ...t f I'-3" 9'-8" LVL-C 1 C?'-0" 8 2- I l -3/4" x 1 1 7/8" LVL Beam TICAL BEARING hEIGFiT r , ----- I 14-1~20 2' r ( --- 4- F20 2' > J L 2' 4- F20 _ J > C. A 5 1 >J L_ > (, �1 r ' t « --i r « r « LVL-D 151011 4 2_ I 1 ..3/4" x 1611 LVL Beam i i _ ;i � � f�� I-8 I/2 _ ��I i-8 1/2 I-8 1/2Ic ----- ---- —� L i J Lr"-- �� J L - �� — --..1 -- ------- LVL- 2 G1_011 - If " 7/1 G" - 1/2" r - - - -� -- r --- �. �� 2 I 1 -3/4 x I LVL Beam - 2' 2' 2' _ EXTERIOR >� -- F12 - - --r; F12 F12 — — w �� ; � ------- - —r --- - ---- ------- « _- �I � ; LVL-G 31_811 8 2-ply i -3/•4" x I 1 7i8" LVL Beam tS� cz � ; SHEATHING �f LVL-I LVL-! LVL-i LVL-H 171-0" G 2-ply 1 -3/4" x 1 G" LVL Beam SLAB - -� ;I- 3" - -_` _ , «_ ` �`,-_-_-_ '_ ° , --1 LVL-1 2o1-r`11 I Q 11 II EDGE �� `. F2# III -- �. F2# i,� -_= F2 I J tij (J 2-ply 1 -3/4 x 16 LVL Beam �„� c� �l >r 1'�;I I rlcv,\Jl IIu = - LVL-J 81.611 G 2_ I 1 -3/4" x 14" LVL Beam NOTE' --s a i L F2# III ->-' _ F2 I I I "' III F2# J p II I'-9M - 5� 13'-4" #�_9� �_9n 13'-4" �'_ n LVL-1C 51-211 G 2-ply 1 -3/4 x 18 LVL Beam _._. .. ---- - - I _^ _ _ _ _ _ = T - �_I --- LVL-M I 1 -G 4 - 11 II f ' ' '� � 2- I 1 3 4 x 1 1 8 LVL Beam FRAMING 15 FLUSH WITH THE SLAB c� �j II I � � li ii � ft I. I = ; � I i LVL-A I _ I L L-A � = i� Ii �°� �I I 7/ _- _ � ' � I' � �' THEREFORE WALLS * FLOOR TRU55E5 IQ -- ! �, 1 11 it II 2'-7" - -- _. - 2�A IA /1 _7" �� it �� j i' �� I� V LVL-N 14-O 4 ARE EVEN WITH EDGE OF SLAB. LL-1 _J x 2 tats — - — 2x 12 Jost 2- I 1 -3/4 x 1 1 7/8 LVL Beam p - --- I � ��-L_ll � � � YPICAL WALL DETAIL16'-5" ' " 16'-5■ i 6'-5" 3'- " LV L-0 5 -0" G I 1 n11m- �v o e i ��_�_,� 3- -3/4 x 1 1 7/8 LVL Bea STRONG BACK.DETAIL � �+ 3'-7" I 9. 1 1 1/2" 6'-I Ill 5'-3" --r• _ r. 5'-3" 6'-f 1' s 9'-I 1 " 3'-7n - I I " N - 5 F22 _ - - - , LVL-P 20'-G" 12 2- I 1 -3/4 x 18 LVL Beam 5 -F22 a_ a- 5 - F22 ---� �' i I' h b m m m b II I ISI >n �- �� LVL-Q 100 l_ 11 12 2- 1 1 -3/4" x 18" LVL Beam °° ILLJ b - - L _ -I—L11Z11111 r m m m `� - LVL -R 15'-0" G -r 11 -3 4" x 1 1 7/8" LVL Beam o •"! ]�Iea== 81/2" m — 81/2" m s 112" f _-, LVL-Z G'--0" G �--- L— - -- - 2-ply 1 -3/4" x I G" LVL Beam >1 VILAYouT LAYOUT _ LAYOUT PSL-B ! 5'_011 3 5- ! 2" x 16" PSL PT BeamCO V rN F 12 24"O.C. m - ' -- F 12 24"O.C. co co 24"O.C. F 12 -- —'' r � � 13'-7" 11'-10" m F12 m m i F12 c m F12 m I aC ri i� FI o F 1 1 15 �' FE 0 F 1 1 t-5 �►- fl- F I # !-5 F I o li 2x#2�Ulsts , Ili 77, 777777 2X 12�otSts 1 1 l � � 1� _ �i Option#i by others ------ ----- --- - LVL-P LVL-P LVL-P I --- -- i by others NAIL TO VERTICAL WEB Option#2: NAIL TO VERTICAL _. o BLOCKING ATTACHED O TO 51DE OF TRU55 >� m i CAUTION: cv m LVL-R LV -R L L- trong-backs shall be a min. 2XG, and 5hal co ' 26' 6'-2' 141-4" 6'-2' -�- 14'-4" 14'-4" -- 6'-2" 26' be attached w/a min. of three I Gd nailsE m 4, 4" 4" 4" to a 2X4 vertical web. Strong-backs shall ^ 1 14_i o• be in contact with the bottom chord. In L Q - the absence of a vertical web, a 2x4 scab Lo qi 3rd FLOOR SYSTEM = 20-9-0 AFF PLATE vertical shall be secured at the top and bottom chords with a min. of two I Gd nails at each end. strong-backs shall be = > placed by the installer as stipulated in the > U_ M truss drawing, unless otherwise specified to by the truss design engineer. The application of strong-backs asOZ - m illustrated will aid in reducing localized UNIT B - I UNIT B2- I UNIT B2- I UNIT B2- I UNIT 83- I �- aU deflections and bounce, when used in a O 1 14'-10' floor system. 5trong-back5 add a load n " n haring capability to the system and act a O to 21'-6' 4 20'-6" 4 20'-6" 4 20'-6" 4 2I'-6" 4'-6" a continuous lateral bracing for the botto L m 0 chord of the tru55e5. r- 2 N __ 16' 2'-9" '-9" I6' 2'-9' it 11 4S Ltd DISCL.AIM�R LVL-A LVL-A —. � PLUMBING/ HVAC OPENINGS LOW ROOF « m " LOW ROOF ILD 7-81/8 7-8 1/8 ARE THE RESPONSIBILITY OF 9'-10 3/4' 9'-10 3/4' HE CONTRACTOR OR OWNER _0j LVL-B Lv -H vL-H LVL-H LVL-B ___ TO VERIPY ALL LOCATIONS (� v -- -- ---------------- ---- Flo F1 I F!0 FI 1 F! # F10 ---- --------- --- - }- `� BEFORE BUILDING TRU55E5 1'-7" � � ''-7" � � AND SETTING TRU55E5. LVL-C 91 �" i f'-10" i i1-100 9'-8" N J L ,�► -- _ _ -- _ m LVL-C a- a. a � "1 r LAYOUT m m c0 m m LAYC?UT 24 O.C. co — LAYOUT — _ LAYOUT _ LAYOUT co 24 O.C. r CL_ CO 4- F 12 24"O.c. m a; 4-F 12 24"O.C. m m 24"O.C. 4- F 12 a; n -� "ATTF NT I 0 N 11 V LAYOUT -- ,'s LAYOUT 2 "O.G. L - - - - - - " °' ' ► ► ' -- — a5 m > J 24 0. . m I I. LIMITED RE5PON51BIL#TY OF ROOF m 1 1 ; r m rD ca cc cn -1 11 1 1 1 1 6- F6 7- F8 7-F8 !' 6-F6 TRU55 MANUFACTURER. 5EE WTCA > m VL-I m m --- - �- 0° 1-1995, 5ECTION G.O. FOUND IN n. o. DE51GN MANUAL. 1 + i ►n "`� -� L a] �' !I 6' I I( 6' d n. 6' I I 1 �" °� -� L m u� LU i r V -# ,� �yL-11 m VL- _ -� r 2. WARNING FAILURE TO FOLLOW CC� N , ■ i ■ , t o t « , , i n , e �— G o cc � ItJ L m -! 14-6 I I -f 1 -1 14-6 I I -f l -1 I l l i 14-6 4-1 m J L b RECOMMENDATIONS IN"8051" O 1'-6 1/4" r F 1'-8 718° F13 F13 F 13 " -� MAY RESULT IN 5ERIOU5 INJURY, F7 9 s ,, 1'-8 7l8 F9 r' F7 I'-6 1l4" L055 OF LIFE, OR PROPERTY DAMAGE. cc 41u, 2' I1 I N ) ,n 2, I I i N III 2, ,n > to „ --� - -- 'n F i 3 III "- _ �` � F 13 !II 'L- III F 13 u' -' - - - 5EE: WWW.55CINDU5TP\Y.COM/ x I-1 1 1/2 a - .� -- I-1 1 1121 ` li in � f5 - LVL-A _- -- LVl-A LVL-A -�mnwaam _= ' > '' _c " If DOCSlo6_BCS!_B00KLET FINAL.PDF _, b u- 1'-8' m ; �' j ii j I' l I > J I 1'. , t , _ 3 CUSTOMER TO VERIFY I i F4A -- - - - F 14 1'-5" F 14 1'-5" 1'-5° F 14 F4a I L- ALL DIMEN51ON5, BEARING HEIGHTS, N 8'-10" 3' 81=3" - 51—1 1" - - -- - 5'-I I" 8'= " 3' 8'-10" PITCHES AND ALL INFORMATION I� F 15 m — 15 u to = F 15 - t -- 2, N REGARDING THE DESIGN AND �°- Cn © = F4 - - - - j , , --_ ;' F4 -- m FABRICATION OF TRU55 5Y5TEM. V cn "? LAYOUT i _-_m m LAYOUT �,u: � I LAYOUT �j i � cry Q VL- � � >+ -- --- ----- b F 14A 24"o.c. ---- b F 14A 24"o.c. `, 124"o.c. I F#4A I b - ' a 4. DO NOT OVERLOAD TRU55E5 cn _ WITH 5HEETROCK/5HEATHING OR > = F3A - - I a- oI i .. =_�; I F 14 ca F 14 co Go F!4 I� — --7 ��*— - ANY OTHER BUILDING MATERIALS. 3'-I 1 112' -- --I L L-A 3'-i I 1/2" a_ 3'-I I Ile" LVL-A 1 == 5. TRU55E5 ARE NOT MARKED 1N ANY ¢ = 1 L ■ t « « "Ca In -.41 WAY TO IDENTIFY THE FREQUENCY, OR �} o o a 5-5 15'-1 5- — . -151-1 i 5-I -5 LOCATION OF TEMPORARY ERECTION z -- 8� F!6 m ii FIG m m FIG i; m BRACING. ALL TEMPORARY BRACING «� (,0 6-F3 ) I !" I F#7 1'"9" I� I i" I_ I F 17 TF 1 F-�" 1-9" F!7 I I - �" 6-F3 `° -- SHALL COMPLY WITH THE LATEST N �- N m EDITION OF BC51-B I PUBL15HED BY -- -- - ""j J '`- THE TRUSS PLATE INSTITUTE FOUND 1LAYOUT 6,_2„ 14'4' 6'-2' I4'-4" 14'-4" r 6'-2" LAYOUT 24"O.C. J L 24'o.c. IN DESIGN MANUAL. o o 4-F 19 Joists others LAYOUT b Joists by others Jasts by others b ,1 LAYOUT" 6. NON-LOAD BEARING WALLS TO BE _ �' 4-FI9 ' 4-F19 j 24"o.c. 24"o.c. 24"O.c. SINGLE TOP PLATED,TO PREVENT LOAD F I F2 I'-i 0 1/4" �j -' ' r - 1'-10 114" F2 F l TRANSFER TO THE5E WALL5. A I x4 Q A 3 PSL- PSL-B P5 -B MAY BE U5ED A5 5ECOND TOP PLATE. v o m , ® O - I F 18 rip A F113 7. DO NOT CUT OR MODIFY ANY TRU55 0 l0-1-2 AFF PLATE 9-1-2 AFF PLATE 9-1-2 AFF PLATE 9-1-2 AFF PLATE 10-1-2 AFF PLATE WITHOUT FIR5T CONTACTING RIDGWAY U O 26' 6'-8" 13'-10' 6'-8" 13'-10" 13'-10" 6'-8" 26' (.9 ROOF TRU55 FOR APPROVAL. ANY 4" 4' V. 4" MODIFICATION TO THE TRU555E5 U � 1 14'-10" WILL COMPROMISE THE STRUCTURAL s� INTEGRITY. ALL TRU55 MODIFICATION Ln o ° t►= BUILDING 1 ,2 or 3 - 2nd FLOOR 5Y5TE REQUESTS MU5T BE SUBMITTED IN ----- ' If � o WRITING TO RIDGWAY ROOF TRU55 I of I PRIOR TO FIELD CHANGES, C2 B I Unit @ 3rd Story= 31-4-14 AFF LEGEN D U- 1071-2" SUPPLIED BEAM 0 cn 4" 4„ ====_== BEAM BYOTHER5 0 43' 43 20'-G' ------ VALLEY / FIELD FRAMING &Z V--- 2G'-9 112„ 1 G'-2 112" 1 G'-2 1/2" 2G'-9 112" PLUMBING DROP gm = ' SLOPED CEILING - W o a� do Q ii RAISED FLAT CEILING U ' UA `�' N (n �' `� BA B7 B 1157 B7 B7157 B7 B7 B7 57 B7 57 B7 �' N `� a `� - - ! 0 I !/8 BEARING HT. cv N 12 t " s _ CJ R4 ap ® V Q - I O p 11 21 21 ap 11 OO O -- I u - 120'-9" BEARING HEIGHT AL I! 1'-4" 9'-7" 221-1,1 22'I -J IL -I"- 9'-7" I I'-4" — _ Q IN m 9-12 AFF Plate N01 I m "� N 7 j C%j912 AFF late i 3 - 9'-11/S" BEARING HEIGHTLl ~ p 1 1 — x _ L Cf) Cf) N ' ---o� _= 4-LI'll�' - m 311-4 7/8" BEARING HT. C1C Cz - H- ►- 1 _— ti -- _ r ✓ N 29 10 1/8 BEAKI NG HT. r --- -= -- --- --- i -� II --- -- -- - = it � m t.:J co U a - - �! Cf)11 �fer t4 114. — N N _ if t(�DdaaL 4 r it N -+ o-sheet - on sheet A4.0d - r I j =� j �= 20-0 3/4 BEARING HT. --� CC) >r' IlF 71.7" '(> >(� T_7" — - t 13'-4" 9 2' 2' 0 0 0 2' 2. ! - -- --- — -- -- �-- g N s N - I N 2 ! '-9" BEARING HT. tib LLJN .� N - - ------- � N to `� ° .. — °� m _ _ —= ----i { o For Nalling: �. ,�. SYMBOL. J L See 51mp5on Catalog _ LU B .. ,. .... .... .. — 58 138 1 1538m 138 B8 QTY: 53 or Call 1-800-999-5099 �/ m I I I L Lva, m51MP5ON HU52GLU I ¢ QI— — — .. _ of I `� R2 - PL - - - L `7 ► s ,� 1 � ' R21 DROP GABLE R2 I DROP GAEL F _ `r �--- , 1 d =� ry CK) CD CL 13'-4 112" G'-$" 13' 9'-4 1/2 9'-4 112" 13' HIP G'-8" 13'-4 112" © 20' 7" 7" N V' N © 12 4� 0 nt m Ir 11 0 m 43' 431 " 201-6" E E (('� LIJ 12 BUILDING 4 ROOF N o ROOF SYSTEM (Elevation Varies) �../ IL B I Unit @ 3rd Story= 31-4-14 AFF ( }- 107'-2" IL 4 4 T15CLANFR 0)„ „20'-G” 43' 43' �”- 'v 2G-9 1120 .. i`6'=2)/2" - 16'-2 !/2' —2G'-9 112" _ - �N 3 1/2" PLUMBING / HVAC OPENINGS �-- at °-°` BEARING C) ARE THE RE5PON51BILITY OF t CID CANT. THE CONTRACTOR OR OWNER ('�� _ m i' tn '� �' B a7 B B B B B B B BJ137 �' Ln m END DETAIL R29 TO VERIFY ALL LOCATIONS s 2 = { N BEFORE BUILDING TRUSSES >.as ' Ln C $ 1 O m -- r- - Q �, _ _ �, o - 12 AND SETT1 NG TRUSSES. _ ... eft 1� `�, w j — — �0 T N N I' © -- W 8� 4) Ilj N N ! �I — _= 1 P-4" 9'-7" 22'-1" 22'-I" 9'-7" o -- - _ N -- - — -- — to m m - -- — _ — — "' - - II 11 .._. u� v J Lf g j 29-1 2 A Plat �, d- N 29 0 2 A F Plat _ _- _- A NTI N m JL i�; j 1 1 1 1 -- ;� ---- - m -_ j "' Cf' - `--� 1 110 3 l/2"TYP. 1 . LIMITED RE5PON51BILITY OF ROOF N m ----- 'lir - -_ a ---- N N - — U I S�� BEARING TRU55 MANUFACTURER. 5EE WTCA _ Cm TYP 0.H. 1-1995, SECTION 6.0, FOUND IN y_ �, _- _-_ ___ - - - -1 i - - - --:j Ln - moi- -- - --- _-- u u 5 GN MANUAL. i _ --- --- -- { I ___ _-_ __ __ ___ -__ END DETAIL R23Zn CIQ "' I mFAILURE TO FOLLOW V In 1 1 I !I " " RECOMMFNDATION5 IN BC51 m , — ' ! on sheet 4.Od fi ! — N --� 12 - f , ; on s Gr:�E R4.Od- ; -7 , R , ;�; W g 2 MAY RESULT IN SERIOU5 INJURY, > 1 1 -- ------ -- - I N N 0 0 0 2' 2' „ OR PROPERTY DAMAGE. 131-4* _ 13-4 LOSS OF LIFE, 5EE: WWW.5BCINDU5TRY.COIW �-- ; Nw I N N 1 1 1 1 u g _ -- L_-- - 11'9 _ N - D005/06_BC51_BOOKLET FINAL.PDF I 1 I - --- - - ! "" "GI Cr) 3. CUSTOMER TO VERIFY r p 3 1 i2�� ALL DIMENSIONS, BEARING HEIGHTS, 138 W 138 B8BEARING PITCHES AND ALL INFORMATION X 1. — -` — —— — VEL — w 1 ! U 1 I H 1 i m 2 13/1 G"CANT. 1 _ ,� _ - - am- v3 _ I �, REGARDING THE DE51GN AND a_ 1 = 12 I Y - - L 4� ice- b END DETAIL "R34" FABRICATION OF TRU55 SYSTEM. R21 DROP GABLE R21 DROP GABLE n 4. DO NOT OVERLOAD TRUSSES N tr O 4 E _ m 1 1 LU WITH 5HEETROCK/SHEATHING OR ----- -- — zU a oc nC oC to f2 4�' A ANY OTHER BUILDING MATERIAL5. z �, zo'-G" 0 13'-4 ►/2° G'-8" 13' 9'-4 112" 91-4 112" 131 G'-8" 13'-4 112" 5. TRUSSES ARE NOT MARKED IN ANY o 12 WAY TO IDENTIFY THE FREQUENCY, OR > -. 4 " ATION OF TEMPORARY ERECTION N RAGING. ALL TEMPORARY BRACING �-- L uj ._ N g - - - -- - - 3 1/2" '• Q m 11 Q BEARING SHALL COMPLY WITH THE LATEST Q t TYP CANT. EDITION OF 5C51-131 PUBLI5HED BY p 18'x" THE TRU55 PLATE INSTITUTE FOUND � •• TYPICAL EAVE DETAIL IN DE51GN MANUAL. > -- ew 2o'-G" 4" 43' 4" 43' — G. NON-LOAD 13EARiNG WALL5 TO BE #1 HIP TRU55 � �D - o SINGLE TOP PLATED, TO PREVENT LOAD BUILDING 5 — V V 9'X%7/16'05B GU55ET OR L5TA9 STRAP AT NOTE:VALLEY TRUSS UPUPT "9C' Q TRAN5FER TO TH ESE WALL5. A I x4 o a'O.C.BOTH 5rors.NAILED TO TOP#BOTTOM CHORD OF TRUSSES WITH 4-Gd NAILS(0.113'X n AT CONNECTION BY ENGINEER � � MAY BE USED AS SECOND TOP PLATE. �; g ROOF SYSTEM (Elevate n Varies) NAI PURLINS P CH O.C.- EWh MEMBER(MATERIALS NOT 5UPPLIM). VALLEY TRUrJrJE�J '� �j NAILED TO TOP CHORD OF _ MAX 55 LBS LOADING 0!"RECORD - 3' , � BASE TRUSS WITH 2-I Gd. MPH TOP-HAT MAX MAX a o G 241 2t2t2t�\-�- 7� 7. DO NOT CUT OR MODIFY ANY TRU55 v MPAUIAL��E. O.C. �� WITHOUT FIRST CONTACTING RIDGWAY v o OVERLAP SHEATHING MIN 12'. ONTO EACH TOP CHORD. — CONTACT RIDGWAY ROOF TRU55 FOR 2 O.C. ROOF TRU55 FOR APPROVAL. ANYATTACHMENT DETAIL o �o JOB EXCEE05 THE M1AXIMUM Q MODIFICATION TO THE TRU555E5 - BA5E VAWE5 LISTED. TOP CHORD Of TRU55E5 MUST BE E TRU55 Note:BRACED W/CONTINUOUS DECKING Note: WILL COMPROMISE THE STRUCTURAL •, in- OR LATERAL.BRACING @ 24"o.c.MIN. = Refer to truss INTEGRITY. ALL TRU55 MODIFICATION - 9'-10 13/1 G"HIP JACK- engineering m " REQUE5T5 MU5T BE SUBMITTED IN Design Manual for connection. WRITING TO RIDGWAY ROOF TRU55 tea-, o I of I TOP HAT DETAIL- MAX WIND SPEED I GO MPH RU55ED VALLEY DETAIL TYPICAL.HIP CORNER DETAIL PRIOR TO FIELD CHANGES. � � For Nailing: 5YMB0L: J L 3/4 See Simpson Catalog 2x4 CONT. SHEATHING � q � QTY: 74 or Call 1-800-999-5099 RIBBON 0 (n HHU54G BOARD 0 LL_ Iir- � B AM 5CHEDULE Contractor to verify all beam lengths prior to cutting. TYPICAL END DETAIL j u Mark hip h' d Description (instructions For Builder) L.EGEN D -` Le th 1 LVL--A 17'-0" 4 2- I 1 -3/411 x i 17/8" LVL Beam -----]EE BEAM BY oTHERs . BEAM BY OTH ER5 LVL-13 21 '-611 81 4-Ply 1 -3/4" x 18" LVL Beam IIMMMM=MNVALLEY /FIELD FRAMING LVL-C 101-011 8 2-21y x 1 1 7/8" LVL Beam PLUMBING DROP Q LVL-! 201_11 4 2-ply 1 -3/411 X ! 6" LVL Beam TYPICAL BEARING HEIGHT LVL-N 141_0t1 8 2-ply x 1 1 7/811 LVL Beam UE� LVL-5 201_611 18 3-ply 1 -3/4" x 16" LVL Beam 7/1 G11 - 1/211 EXTERIOR � -�- LVL-T 51-01' 6' 2-21y 1 -3/411 x 1 1 7/81' LVL Beam SHEATHING C� LVL-U 18'-0" 8 4-ply 1 -3/4" x 18" LVL Beam SLAB N LVL-V 171-011 G 3-ply 1 -3/411 x 18" LVL Beam SEDGE Q LVL-W 201_0,1 2 2_ i 1 -3/4" x 1 1 7/8" LVL Beam NOTE: LVL-Y 81-011 12 2-Ply 1 -3/4" x 1 1 7/8" LVL Beam LVL-AA 171-011 2 2-ply 1 -3/4" x 18" LVL Beam FRAMING 15 FLUSH WITH THE SLAB, C 7 THEREFORE WALLS * FLOOR TRU55E5 P5L-C 201-0" 1 1 -ply 5- 1/4t1 x I G" PSL PT Beam ARE EVEN WITH EDGE OF SLAB. co TYPICAL WALL DETAIL � Cn STRONG BACK DETAIL ts__s rv °° O Q d ry UNIT C f-2 UNIT C 1•,2] UNIT B l-2 UNIT 1-2 UNIT C 1-_2 UNIT C i-2 U ALT ALT "' I oT-2' 07'-2' 43' 43 4' 20-0 20-0 4 43' 4Y- 7 1/2" 0-2' 16-2 1/2' 19-2112, 6'-2' 20-7 1/2' —6'-2' 16'-2 1/2' 16'-2 112' N `V ---- ? P m ----- Z---- --- 11 - } Option#1 . F12 F12 1° `" f' 12'-7 Ire 12'-7 11,2'— --4�1', Y-9 U2' ` NAIL TO IFI 2 ptIle- ' �'7 � �' VERTICAL WEBOrVlon#2: 7112" N N /2' i 7112' i^ N N tV tv ! 7112 bi 3i in 3i I _ NAIL VERT i L BLOCKING 5<DE OF TRUSS � 2'-I" 22'-I' r-- nT m 1 1'-4' - -_ �° c{► i I �- Zr, __-_ ---, --=-' - ___ _ __ M 1 _ „� i k --- 1'4' 9 ;` 2'-I" zr-1 r ,1'-4 (Y� PAW& a -- — j l CAUTION• tv , S# III 1 it I j J ka � ! Li -------- = 5-F 15 z0 2 5-P15 _ - -_�_�! N _ I I r - III�, ;! L—L- --- - trong-backs shall be a min. 2XG, and shalibe attached w/a min. of three I Gd nailsE In EN g i `- -- N to a 2X4 vertical web. Strong-backs shallEll Joists 4 - _ j _- 4 ,, . ,,�, - '3.a 4 _ ( I - - zx i 2 Joists be in contact with the bottom chord. In a 't,- , V x - ��� ---- -- — m cc-- 3� cv L -A F56 2 �9' 1'-2• F56 L -A cu A x - � 'trf ._... ..------ --- --------- -- - - I iM -- ----- - -in ' -- 3'-911r 13'�" ,3 �..9 I cli the absence of a vertical web, a 2x4 scab y j I 2x 12 Joists 17 12' — - by oftrs - - I - II �,Fs6; �, I - . ►'_71r� zxI2Jo�� `; I - �r vertical shall be secured at the to and 1L 0 u _ I = F5 II 1 1 _ p t`� - ,� ' ` I -,'_T -�� 'I ' �, bottom chords with a min. of two i Gd L 13'4• �' -- j �• 13'-4' _, 2' - 13'-4• -3!-(,* 6• 13'.4' nails at each end. strong-backs shall be _v -- 2' - -�` -- _ + placed by the instaf{er as Stipulated m the � LVL-N I Il o V-Y __--- - - _ "Y o 111 VL- 2x 12 Joists III s, �, III 2x 12 Joists -- Joists 18 o V-Y V Y o -- -- III truss drawing, unless otherwise specified 2x 12 Joists III a, 111 2x 12 Jasts t III - by the truss design engineer. III - , _ _ III Rf iy III !2-4N 8'-3 112" V-3 112' 12'-4 _ - r -�la' .. a'-�Irr Iz-a 5-F 12 ux'xn uro� s-F,2 �, „ The application Of strong-backs as f by others oL others 24.1 24'o.C. �'° illustrated will aid in reducing localized , `� g d. - - 8 112" a 1/2' - deflections and bounce, when used in a i floor system. Strong-backs add a load On 4) \.4 q� ' N haring capability to the system and act a V ca v- 13'-8314' 5l-1) 1/2' • 13' 9'-4112" 9'-41/2' 3' li Ii45-11 112' 13'$3/4' i® IY-6a4' 5'-11 U2' 13' 9'-4112' 9'-41/2'----- 13' 5'-11 Ire V-83)a' a continuous lateral bracing for the botto L chord of the trusses. N _� 1 1 114 _ 'k`i I 1 114 „ 1/4' 4.1 /� NVI_:9 ® ' D15CLAiMER m -0 11, 20'-6"---• 43'-4' 43' PLUMBING HVAC OPENiNC5 4' 4" 4' 4' O ARE THE RE5PON51BILITY OF �� -� BUILDING 4 3rd FLOUR SYSTEM BUILDING 5 -3rd FLOOR SYSTEM � � 3rd FLOOR SYSTEM=20-9-0 AFF PLATE 3rd FLOOR SYSTEM=20-9-0 AFF PLATE HE CONTRACTOR OR OWNER TO VERIFY ALL LOCATION5 �/ m BEFORE BUILDING TRU55E5 AND SETTING TRU55E5. UNITCI-I UNIT CI-I UN1TB1-1 UNIT 51-1 UNIT CI-1-1 UNIT CI-,1 m r ALT ALT n 11 = I 4' 107`-2' 4' 4' IOT-2' 4, ATTE NTI 0 N Q 43' 43' 20"-6• 20'-6' 43' 43' 2a-7 1/2' -2" -- 16'-2 112' 16'-2 112' 6'-2' 20-7 1/2' 9-3' i4'-3" 14'-3' 6'-3., 20-7 112' -2' 16'-2 1/2" 16'-2 12' 6'-2" 29-7 1/2' (. LIMITED RE5PON51BILiTY OF ROOF 7 3/4" 7 3.I 73/4 TRU55 MANUFACTURER. 5EE WTCA > I 1 1 - f - _ i IIr F47 II IIS �- .� -- _ _ N - r - 1-1995, SECTI N G , F 1 V_ in �, N _ 3-F30 1 M M i) - `M N _ - N in T /� O G. OUND 1N ' _ 3-F30 _ "- F , r 111 iI �n �p u� 3-F3o �;> ;; 3-F30 co - M *_ m � -511 u - F it-5!!11'. - DE51GN MANUAL.Ln FLVL-A1 v- LV-Y L r - j - _ I I - v- I I 2. WARNING FAILURE TO FOLLOW t4 - _ 1'-5' - ctt °- -- - - -- --- IN °BC51" - - -- --- ----- - - RECOMMENDATIONS ----- ---- --- _ MAY RESULT IN SERIOUS INJURY, r r r Ir r r r r r IF IF 16' 112' 16'$uz' r r r -i r - r r r r r r 0 r. } _ i Ii I LOSS OF LIFE, OR PROPERTY DAMAGE. o I 1 ,2 3' 22 4 112• 22-4 112 3' 1 T-112• i 12' -3' ' { 22'-4 1/2' 22'-4 112' Y 1 T-I 1 2• W 0 2 _� ------ --- - - 4° 2 'a a h _ ---- SES: WWV1�.5BCINDUSTRY.COM/ s< I N s - 2 D005/06 BC51 BOOKLET FI NAL.PDF _ _ I - _ _ 3-F49 3-F49 N I --- -- _ a �- - - - N N I t li LV' N I k_. N _ _ - I -- 1-7 318• 1'-7 3I�• � = I -' _ - _ - I 3. CU5TOMER TO VERIFY - N 10-F25 10-F25 N °� , n , " I n N 10-F25 10-F25 N �; - I ALL DIMENSIONS, BEARING HEIGHT11, S, N - �P i=1 15/8' I-7 1/4 n n 1-7 114 1 1 518 °� `P - ' �+ 14'-I, +/2' 14'-1 r 12• b I ` �' �' I PITCHES AND ALL INFORMATION ® o ----- i N I 13 a' 3'-1 14` - - 3- t 114' 13-2 4' E52 j I 1'-6 V4' II II +'6�4• F53 vii- ] I , _ REGARDING THE DESIGN AND 1 Mm P -sir "�11 r t N itr -ilr I 114 3 I /4 ;,__ 3 1114 13 2 4 N 11-8 112' I$►/2' 1'$12' ,'$,/2' 1 FABRICATION OF TRU55 5Y5TEM. z i un�ur utbur 7 39. I O a I LMUT i.AY01j. - 1 7314' 24•o.c. 24•o.c. , a 7314• 24.O.C. 24'Q.C. 7314' d 0 1- uu_ $ ,-10!/4 I-l0 I/4 u_ I L ! 4. DO NOT OVERLOAD TRUSSES V L x N LVL-Y ;N WITH 5HEETROCK J SHEATHING OR > I F _ Y ►'-3 12' 1'-3 12' F - Y I _ I _ I F _ 1'-3 12" t'-3 F38 8� 112' F _ P Y I ANY OTHER BUILDING MATERIALS. o l 5 I/2' La 24'O.C. 5-rip-i 2 �9 , i s 1 �,� w "i '1 � '1 aI 5-F 12 24 o.c. b_ � U� I I'-5 1 I 5. TRU55E5 ARE NOT MARKED IN ANY Lu L VL " i» III 111 L L .Q r 1 i Q ® III 114 � - Ili III III * III III �+ III - —�- ® III III ' m - WAY TO IDENTIFY THE FREQUENCY, OR , 111 � III � IIi � IIi 111 IN II ill ,� ill , v Ili ,, Ili IIi ,� 111 III IIS _ � k � � _ ' S 1'-11 5' F � LOCATION OF TEMPORARY ERECTION z Q Q ul : nl m � iII lu ; III F5 �.,� Fs5 F55 � � �- BRACING. ALL TEMPORARY BRACING � - 3'-2 114" I6' 16' 3'-2 IH' 16'-T 16'-T 3'-2 I/4" 16' 3-2 1/4' 3'-2 IM 16 3'-2 i/4' SHALL COMPLY WITH THE LATE5T 6 3'-2 I l4' 3'-2,14' 3'$314' 5'-11 I/2° -----13' 9'412' 4t/2' 13' S'-1I 112' 13'$314' I'-1i 12' 1'-I1 112' 13'$314' 5'-II 112' 13' 9'4 l2' 9'-412' 3' 5'-I1 112' — 131-8-VV EDITION OF BC51-Bi PUBLISHED BY 6 I I }/4" I! 114" 2X t 2 Joists to ^ 11 114' It 114' 2x12 Joists by others THE TRU55 PLATE INSTITUTE FOUND _ t0 ® IN DE51GN MANUAL z v C i Unit 0 0-1-2 AFF Plate) C I Alt Unit(t o-1-2 AFF Piste} ® C 1 Alt Unit 0 0-1-2 AFF Plate} C I Unit(10-1-2 AFF Plate} O C2 47 � O 1' ►e$' 1�8' „ G. NON-LOAD BEARING WALL5 TO BE o 43' 43'-4' 20'-6' 20'-6' 43'-4' 43' SiNGLE TOP PLATED,TO PREVENT LOAD 4 4 4 4 TRANSFER TO THESE WALL5. A i x4 Q 1 3 131 Unit(9-1-2 Plate) B I Unit(9-I-2 AFF Plate} V M -a MAY BE U5ED AS 5ECOND TOP PLATE. BUILDING 4 - 2nd FLOOR SYSTEM BUILDING 5 - 2nd FLOOR SYSTEM 7. DO NOT CUT OR MODIFY ANY TRU55 (Building 5 as the "mirror image" f#4 WITHOUT FIR5T CONTACTING RiDGWAY ,. LO { 9 o } ROOF TRU55 FOR APPROVAL. ANY MODIFICATION TO THE TRUSSSES In o WILL COMPROMISE THE STRUCTURAL q INTEGRITY. ALL TRU55 MODIFICATION d U.- N REQUEST5 MUST BE SUBMITTED IN '- U o� WRITING TO RIDGWAY ROOF TRU55 Zf PRIOR TO FIELD CHANGES. a BEAM SICHEDULE LEGEND �. BEAM BY 0TH ERSF�sn � Contractor to verify all beam lengths prior to cutting. Q U IT B3- UNIT D3-2 Nhi t . ---------BEAM BYOTHER5 Q 0 Mark Len th ty ed De5cription (In5tructions For Builder) i rr -----� VALLEY / FIELD FRAMING E-- ii I 4 I II I II P5L-5 12 -0 2 3- 1/211 x 9 14" P5L PT PLUMBING DROP man 4—G 21 —� 21 —� 4 —G SLOPED CEILING W o it RA15ED FLAT CEILING 20'-9" BEARING HEIGHT LU 1.1 C\j cel � 31 '-4 7/8" BEARING HEIGHT 0 ry Q 0O 10'-0 1/8"" BEARING HEIGHT 0 = = N 0 Q_ CJ --- � 0 U m p =�129'- 10 1/8" BEARING HEIGHT O O O C) Rl '� N 29-4 3/4" BEARING HEIGHT Q CO JL JL JL J &/ 11 JL JL JL J J JL �-` L JL JL JL C — — _ 24'-5 1 1/1 G" BEARING HEIGH --j LU LU Q l i_ 1 1 11 N 1 1 1 iii J 0 �--- ..J . 1 For Najhng: Z SYMBOL: �,,,, See Simpson Catalog iw Q QTY: 20 or Call 1-800-999-5099 r ✓I— I i-3li 1 iu IQn -- HU52G Q w .� �< Cz ry C) LU U—i uJ — � Cz m Q Ln� La� oG N 0z F--- r r r ► , w 0 4> (3) � c� c� c� c� = ,� 4> � oJD _Iry C� � _ry �o ` c\I �`�` 0 O i�- 0 O 0 �;` 0 0 cv cv o cv CSI N — — N N EtY") B4 B4 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B4 54 // 0 ,� m . : � > � I � - o , � _ _ 0 0 �, T15CLAIMEK' �- 0 'D c� cU dt cv cv cit — — ' N - o Q ,�- �...�. m _ a . o� - cv PLUMBING / HVAC OPENINGS V . .. +..n ARE THE RE5PON51BILITY OF LF THE CONTRACTOR OR OWNERLn I I L1�.. (�,,, ,. .. . - II TO VERIFY ALL LOCATIONS — r r —Cf) BEFORE BUILDING TRU55E5 > _ LO M n/ I m ISI ' 11 AND SETTING TRU55E5. -- U-1 2C 2 i ��L ► I �II I I I 1, '►) � � - 5 -3 20- -CSa tt ._itit1 1111111 fill ill ill Ill 11 Ill HillL ATTENTION — — — — — 1 . LIMITED RE5PON51 BI LITY OF ROOF TRU55 MANUFACTURER. 5EE WTCA 1-1995, SECTION G.0, FOUND IN I I I BEAM IN FLOOR I. 1 1 li I_ 1 li BEAM IN FLOOR DE51GN MANUAL. 8 81 2. WARNING FAILURE TO FOLLOW v RECOMMENDATION5 IN "BC51" m _ ; I MAY RESULT IN 5ER10U5 INJURY, ' O 0 O 0 L055 OF LIFE, OR PROPERTY DAMAGE. 5EE: WWW.5BCINDU5TRY.COM/ LU DOCS/OG_BC51_BOOKLET FINAL.PDF 3. CUSTOMER TO VERIFY 0 0 t� ap ALL DIMEN51ON5, BEARING HEIGHTS, o PITCHE5 AND ALL INFORMATION -- �l REGARDING THE DE51GN AND Ln FABRICATION OF TRU55 5Y5TEM. o� oZ N 4. DO NOT OVERLOAD TRU55E5 r � � o WITH 5HEETROCK/5HEATHING OR ANY OTHER BUILDING MATERIALS. z 5. TRU55E5 ARE NOT MARKED IN ANY j ( WAY TO IDENTIFY THE FREQUENCY, OR cn P5L-5- PT N PSL-S- ff c LOCATION DF TEMPORARY ERECTION r - BRACING. ALL TEMPORARY BRACING Q Q 5HALL COMPLY WITH THE LATEST ocv EDITION OF BC51-B I PUBL15HED 13Y p < THE TRU55 PLATE INSTITUTE FOUND IN DE51GN MANUAL. O -- o rz I I G. NON-LOAD BEARING WALLS TO BE 0 2G 2G �" 51 NGLE TOP PLATED, TO PREVENT LOAD �_ o ftft7116'05B GLIWET OR L5TA9 STRAP AT () 4'O.C.BOTH SIDE'S.NAILED TO TOP*BOTTOM CHORD ._ TRANSFER TO TH E5E WALLS. A I x4 ap = 2x4 PURLINS 24"O.C.- OF TRU55E5 WITH 4-Gd NAIL5(0-113'X 2')AT = LU EACH MEMBER{MATERIAL5 NOT SUPPLIED)• . NAILED TO TOP CHORD OF MAX 55 LB5 LOADING _ MAY BE USED AS SECOND TOP PLATE. 3 BASE TRUS5 WCfH 2-16d. TOP-HAT M W1 e0Kc +.� 3 7. DO NOT CUT OR MODIFY ANY TRU55 V M c6 MAX MEAN ROOF HT.44'. PARTIALLY ENCLOSED. WITHOUT FI R5T CONTACTING RIDGWAY co OVERLAP SHEATHING MIN 12', CONTACT RIDGWAY ROOF TRU55 FOR _ ONTO EACH TOP CHORD. ATTACHMENT DETAIL IF YOUR ROOF TRU55 FOR APPROVAL. ANY o BA5E VALUES Li5TED. �B EXCEEDS T"E MAx'MuM MODIFICATION TO THE TRUSSSES TRu55� 3 1/2"TYP. WILL COMPROMISE THE 5TRUCTURAL o I S.. BEARING INTEGRITY. ALL TRU55 MODIFICATION © � TY, 0.11. REQUE5T5 MUST BE SUBMITTED IN WRITING TO RIDGWAY ROOF TRU55 0 + o TOP HAT DETAIL- MAX WIND SPEED I GO MPH TYPICAL EAVE DETAIL PRIOR TO FIELD CHANGES. cL °s SYMBOL. For Nailing: -� - See Simpson Catalog 2x4 CONT. �/411 QTY: 2G or Call 1-800-999-5099 RIBBON SHEATHING O (n H H U54G BOARD - C) UNIT 83-2 UNIT 83-2 � L 52'-4" 21'-G" 4" 21'-G" 4'-G" _ .. p LL i -' BEAM 5 TYPICAL END DETAILI1 Q) �D Contractor to verify all beam lengths prior to cutting. LEGEND m Mark Ip Qty' Description (In5truction5 For Builders BEAM BY OTHERS Len th Shi ed =___== BEAM BY OThER5 LVL-A 171_011 4 2-- I 1 -3/411 x 1 1 7/811 LVL Beam ------ VALLEY /FIELD FRAMING CS7 LVL-13 21 '-6" 8 4- I 1 -3/4" x 18" LVL Beam PLUMBING DROP O 0 0 9'-8" 11'-3" i l'-3" 9'-8' LVL-C 10'-Ott 8 2-21y 1 -3/4" x 1 1 7/8" LVL Beam TYPICAL BEARING HEIGHT J LVL-D 1 51_011 /t _ 11 ,1 � V,.,.. �,/ `"'r 2 i 1 -3/4 x 16 LVL Beam [L LVL-E 26 0 4 2- I 1 -3/4 x 16 LVL Beam 1 tt a 11 ' �/1 G.._ I/2�� -- i --� -- LVL-G 31_811 8 2-ply I -3 4" x 1 17 8" LVL Beam EA to NG �-- -ea- - -- I / i � i tt Il " � N i CM I I L _ _ LVL-M i 1 -6 4 2- 11 -3/4 x 1 1 7/8 LVL Beam SLAB z � i LVL-N 14'-0" 4 2-ply x 1 1 7/8 LVL Beam -'��DGE a `v Lj H 11 11 _ LVL-0 15'_011 F 3- I 1 -3/4" x 1 1 7/8" LVL Beam NOTE: li li FRAMING 15 FLUSH WITH THE SLAB, �' _ ---- — -- �� J — — _ — ----- ———— ---�--- - � THEREFORE.WALLS * FLOOR TRUSSES li__i ARE EVEN WITH EDGE OF 5LAB. uj i iii I (i I '777_7777i� I I ii (I _!;� ' ' ' li TYPICAL WALL DETAIL L!J �` �fI IIi ;I 2nlN G J St �j X�2 101 t5 � � {i `� I� li I� i ! I � �L_I, _ __ _--_--- --- J > > _ _ -_ - - - STRONG BACK DETAIL tl__t Q I' � it er5 — — - by o heil - 3'-7" 9 1 i' !/2" 6'-( I" 5'-3' 5'-3" G'-I I" 9'-I �i 1 "" 3'-7" N ILII I, �. � � b LLJ I li �! _ �� _ -�- �— ° CD m O �— –�s '. ... OZ VL-N LVL-N �-- ('-!0" 13'-7' 13'-7" 1 1'-10" = -- r- r 1_C5?j!2x 12 Joistsi 2x 12 Joists Option#I NAIL TO �- --- - -�: - Option#2: by others -- - — ---------------- ------- - by others VERTICAL WEB NAIL TO VERTICAL t9 BLOCKING ATTACHED (� � m TO SIDE QF TRUSS � CAUTION: �, 1 m Cf) trong-backs Shall be a mm. 2XG, and shal Z�.In -` 7- 777,175F11,11117 be attached w/a mm. of three I Gd nails E E 2G' 2G' to a 2X4 vertical web. Strong-backs shall `� be in contact with the bottom chord. In 0 LCV 52�"' the absence of a vertical web, a 2x4 Scab 0 vertical shall be secured at the top and IL (Y} N bottom chords with a min. of two I Gds�- 3rd FLUOR Y5TEM = 20-9-0 AFF PLATE nails at each end. stron -backs shall be placed by the Installer as stipulated in the > 11 M truss drawing, unless otherwise specified to 3 by the truss design engineer. v �9 �- -c3 -UNIT B3- 1 The application of Strong-backs as - � 521-4" illustrated will aid In reducing localized „w, �, 4" deflections and bounce, when used in a 21'-G' 21'-G" 4'-G" floor system. Strong-backs add a load 0 <9 N 2'-9' 16' 2'-9" 2'-9" 16' 2'-9" haring capability to the system and act a O � ca a continuous lateral bracing for the botto CZ to LVL-A LVL-A chord of the trusses. N •• tt a >> -W L Low ROOF Low ROOF D 15CLAI M ER c� -- �' 7'-8 /8" 7'-8 1/8" 9'-103/4" 9'-10 3/4" PLUMBING/ HVAC OPENINGS LVL-B LVL-B � O r _ __ _ ARE THE RE5PON51BILITY OF to HE CONTRACTOR OR OWNER � Ln U LVL 9'-8" L 111-101-- m m 1 J I o" J �'�` LVL-c TO VERIFY ALL LOCATION5 � m -' `- BEFORE BU i LDI NG TRUSSES N -r to UT _ _ LAYOUT `� r AND SETTING TRU55E5. J 24" C. m m 24"O.C. J L LAYOUT r Q a_ Q r' tAYOUT }- ► i i cc: 4 O.C. - L ra c[s J _ 24 0. ca -► It If i 7-F8 - - 7-F8 , - "ATTENTION"I G- F6 t_ m m G-FG jI V uc 1. LIMITED RESPONSIBILITY OF ROOF m "_' ,.,,i t.... m m .-i �,, °'' m TRU55 MANUFACTURER. 5EE WTCA > I I I N ti --t _ _ -t t- N -1995, SECTION G.0, FOUND IN ct� z I 1 b J L m �' -� t_ m ' DE51GN MANUAL.Ar i`— ('-6 I/4" F7 `, r F9 i'-8 8' 1'-8 718 F9 r- F7 I'.G J l4" 2. WARNING FAILURE TO FALLOW I 1 �a - _ -_ , RECOMMENDATIONS IN "SCSI" m ! ii _ 1'-I I /2" urs in 1'-1 1 1/2" m O F u- 0-� �; �I MAY RESULT IN SERIOUS INJURY, V W, F �I ; I I; I i c� �, L055 OF LIFE, OR PROPERTY DAMAGE. I I 'I ii v w �, ;i 1 5EE: WWW.5BCINDU5TRY.COMI F4A F4A I I ( ; ,L L- _, DOCS/06 BC51 BOOKLET'_FINAL.PDF � N 8'-10" 3' 5'-1 1"— -- 8'- ' 3' 8'-10" N 3. CUSTOM ER TO VERIFY m F4 n 2' 2' F4 _ ALL DIMENSIONS, BEARING HEIGHTS, N LVL-F _q r _q LVL-E PITCHE5 AND ALL INFORMATION m - REGARDING THE DE51GN AND �°- - ; F3A L-- - i _ €iY� F3A E FABRICATION OF TRU55 5Y5TEM. z - — } -- — 4. DO NOT OVERLOAD TRU55E5 O WITH 5HEETROCK/SHEATHING OR > -= ANY OTHER BUILDING MATERIAL5. lIJ � 5. TRU55E5 ARE NOT MARKED IN ANY h. _ I I I WAY TO IDENTIFY THE FREQUENCY, OR G-F3 ( G -F3 `-9 0, LOCATION OF TEMPORARY ERECTION z I I I N N BRACING. ALL TEMPORARY BRACING O °- LAY - LMUT SHALL COMPLY WITH THE LATEST 24"0 C. 24"O.C. ap EDITIQN OF BC51-51 PUBLISHED BY THE TRU55 PLATE INSTITUTE FOUND IN DESIGN MANUAL. � 0 m F 1 F2 i'-►0 /4" J'-I 0 I/4" F2 F 1 G. NON- OAD BEARING WALLS TO BE _ o SINGLE TOP PLATED, TO PREVENT LOAD =Qn p TRANSFER TO THE5E WALL5. A I x4 Q 3 3 10-1-2 AFF PLATE 10-1-2 AFF PLATE � MAY BE U5ED A5 SECOND TOP PLATE. V o 2G' 2G' > to Ui 4 7. DO NOT CUT OR MODIFY ANY TRU55 V - 0 52'-4" WITHOUT FIR5T CONTACTING RIDGWAY ''� 0 c9 - BUILDING LD I N G - 2nd FLOUR 5Y5TE M - LO ROOF TRU55 FOR.APPROVAL. ANY UNIT B3 UNIT B3 1 MODIFICATION TO THE TRU555E5 o WILL COMPROMISE THE STRUCTURAL °3 .,� ..� ai c1a INTEGRITY. ALL TRU55 MODIFICATION cn = C) U_ REQUE5T5 MU5T BE SUBMITTED 1N "- "'- WRITING TO RIDGWAY ROOF TRUSS I of o PRIOR TO FIELD CHANGE5. rt.