The URL can be used to link to this page

102 AQUATIC DR - REVISION DRAWINGS TRUSS REPAIR 4 & 5 - 0. ..Iq. SYMBOL: J L Far Nailing:' ��i, See�rmp5on Catalog 2x4 DONT. SHEATHING 0� CSS QTY: 74 or Call 1-800-999-50799 RIBBON O HHU54 BOARD a rV El 1 ,- BEAM SICHEDULE. -- = LU a Contractor to verify all beam length5 prior to cutting. ---� = TYPICAL END DETAIL iI Mark hip Qty. Description (In5truction5 For Builder) CO Len th 5hi ed Lf G E N D LVL-A 17'-011 4 2- l 1 -3/4" x 1 1 7/8"" LVL Beam BEAM BY OTHERS LVL-13 21 '-6" 8 4-ply 1 -3/411 x 18" LVL Beam =--=== BEAM BY OTHERS _.......... VALLEY /FIELD FRAMING LVL--C 1 '--0" 8 2- l 1 --3/4"' x 1 1 7/8'" LVL Beam PLUMBING DROP LVL--I 2�J"_�"r 8 2-ply _ r► "rC-) LVL-1 1 3/4 x 16 LVL Beam TYPICAL BEARING HEIGHT -- LVL-N 141-011 8 2_ l 1 -3/4"' x 1 1 7/8" LVL Beam }--'- `�--- r n Ir "" LVL-5 20-� G lely1 -3/4 x I LVL Beam 7/1 _ 1121 1�O LVL-T 5`-� 8 -P l I -3/4"' x 1 1 7/8" LVL Beam EXTERIOR � -�- I r_0rr rr "" SHEATHING � LVL-U 8 8 4-ply 1 -3/4 x 18 LVL Beam LVL-V 1 7'-O" G 3_ I 1 -3 4"' x 18" LVL Beam / EDGE O LVL-W 20'-Q 2 2 1 1 -3/4►I x 1 1 7/8" LVL Beam LVL-Y 8`-0'" 12 2-ply 1 -3/4 x 1 1 7/8"' LVL Beare NOTA. —' Q LVL-AA 17'-011 2 2-ply 1 -3/411 x 18" LVL Beam FRAMING 151=LU5H WITH THE SLAB, LVL-BB G"-C "' 2 2-ply 1 -3/4r" x I C"' LVL Beam THEREFORE WALLS* FLOOR TRU55E5 � Q ARE EVEN WITH EDGE OF SLAB. —' PSL-C 201_/"1, 1 1 _ l 5- 1/4 11 x I G'" PSL PT Beam TYPICAL WALL DETAIL � a� STRONG BACK DETAIL L� u__1 ry C) LU UNIT C 1-2 UNIT C I- UNIT B I- UNIT D 1-2 UNIT-G l-2 UNIT C I-2 �--- -ALT ALT ��"+(""``�� 10T-2« - 107'-2" ��■i 14' 4n 000 43' 43' t --20'-6" 2tk-6" 43' 2p•7 d J2" 6'-2" 16=2 t J2" t 6'-2!!2" 6'2n 20-7 I J2" 20 6" 20'-6' 2C�-7 I J2" 6"-2" !6'-2{t2" +6'-2!/2" 2" 20'-7 112'— C3 12" T -V I - ooe Wil, 12'-7 112" 2'-7 112' 411 1" :I 3'-9 112"- in 2" I M --'N - { Option # . 7+/2" 112" -_ '- j �f 7 112 j cu <v N c� 7 112" p 1 a5 - --- -- -- �r -- - _ - -=- -- ,1 -- - - tion #2: , _ NAIL TO -- -- --- -- - - , _ VERTICAL ' ----- �i- Option I WEB 22'-I;" _ 7" 11`4« - - --Ln AIL 0 VERTICAL ut I'4n 9 - - a r 2'-+" 22'-1" 7 +1`4" , i; BLOCKING ATTACHED ip 1 —,, 4I 1 js j - II - - i� �! :i Ii iI li fU II � 'J iI 111 �, I Ill — —j — 1 __ — N _ I N i. I 1 ! III TO SIDE OF TRU55 -_ �.-- ------- �.- ��05-1`15 =; I- � �� _: ; ;-- N t LVL-N �-- �; +�,YOur --------- - --- -i t I -- --- ---N --__ 24 O.C. 24«O.C. i , ----- ---- CAUTIC N. C CSR � I l{ ! i ' l• !i i ,i i - t! - I 1 F— j'y'� + I -y I trong-backs shall be a min. 2X6, and Steal \� —.S] sem -+ q i'.. +3 4' 1 S r J2 11_. " 6 B u2 13'4` u� m - _ _ 4 [�• N o -__-- -- ; ¢ i j I'- o -- - ! (I _ !' _ i j —2--_: cv 2x+2 Joists be attached w�r m1{1..of three I Cd na"1.5 2x 12 Joists - 'i w -� x - - -- `u I{ - - -------- I -- -____ m N _ V-A F56 �'-2« " CM - `o !1 -I -- '' `$ ' '� M p m �#' _ `i ...+ t_ I- f LVL-A N __ <n - -- --- ---- -- -- ------ -� i co - - tell , _ , -- - -------- _ III - _ a 2X4 vertical web. Strong-backs s a �- x -- Ili_« N I-9 _—- n to N I N 2x 12 Joists 3 9 112 13'-4' - - iy 13'-4" 3'-9 1/2 N l j i N : ! ._ - 1 " 1 - .- 2x 1 2 JOt5t5 �t -- r2 _ -- _- be in contact with the bottom chord. In s; by others -_ i ! ;I -- - N �7 1 --F5G ----- i N uz II j cy by others l V -_- - __ - i _ - __ _ _ I _ -- _ the absence of a vertical web, a 2x4 5cab fl I 1 �+ others LVL-T I�- 2_- �I _ I 1 v LVL-T , - i ) - _ l -' - - c6 - by others - « - j I 7-!! - �' --- - - ° vertical Shall be Secured at the top and 13'-4" 3- - r- " a 13-4 -3_ --- -{ 6 13-4 - _ � �— -_ ? � i 1 t i � �-.' I n i " - I �- r bottom chord5 with a min. of two I Gd �J _-- r 9- -- LVL-N wL-Y- LVL-Y r� jlj LVL-N °- v-N - [,ly - - v Y ® nails at each end, 5tron backs Shall be III _ 111 III 2x 12 Joists Iii , in , III 2x 12 Joists 2x 12 Joists III a, Q, III 2x 12 Joists III m " III ; 1_ III m �, III placed by the In5taller a5 5tlpulated in the �, 12'-4" 8-3 1/2" 8'-3 I/2' -12'-4' �, �r - tru55 drawing, unle5s otherwr5e 5pec"fred 8'-3 t/2" 8'-3 I/2 12'4` 5-F 12 IAYOUt - -- by others by others 24"O.G. 24 D C. 5-F12 others — -- ----- :� by others by the tru55 de51gn engineer. I �J c?i cr' - ----- --- rq 8 1/2" I The application of Strong-backs a5 � rilu5trated will aid in reducing localized N F46 4 deflect"ons and bounce, when used in a VIA Lv1-5 - floor 5y5tem. Strong-backs add a load !3' --'Y-4 1/2" -131-4 lJ2" 13' 5'-I i 1/2" 13'831411 ° -13'-8 3J4° -51-11 112" 13' 9'-4 112" 9'-4 112" 13' S'-++ I J2" 13'-8 314" ,1 1/4r ++ 114° l9-I I iv —711 114 1+ 114" haring capability to the system and act a a continuou5 lateral bracing for the bottorrFL Lv�w L chord of the tru55e5. fill- ra'-e" i 1«� 1�s' i Ii Ln 43' 43'-4" 20-61 I D 1 S V 1 I i Y I f a 20-61 _ " 43'-4" 43' 40 4" 4x 4x ;>> nIJU BUILDING 4 - 3rd FLOOR SYSTEM BUILDING 5 - 3rd FLOOR SYSTEM PLUMBING / HVAC OPENINGS > O 3rd FLOOR 5Y5TEM=20-9-0 AFF PLATE 3rd FLOOR 5Y5TEM=20-9-0 AFF PLATE ARE Th I\ES t N I B I L I I " Of � - =VISION RE THE CONTRACTOR R OWNER RAC ORO . � v BP'# TO VERT fY ALL LOCATION5 DATA BEFORE BUILDING TRUSSES SIGNED AND SETTING TRUSSES. UNIT CI-I UNIT C1- UNIT BI-I UNIT BI-1 UNITCI-I UNIT CI-1 ALT ALT I OT-2° — � I I n co 43' 4" 43' 4" 20-6" 20 6" 4r 43 4 431 � (n I I 20-7 112" 6'-2" +6'-2 1l2" 16'-2 I J2° 6'-2" - 20-7 112" 6'-3" -4'-3" l 4'-3« 6'3" 20-7 112« -2" 16'-2 1/2" 16'-2 1/2" 6`-2' 20-7 1/2« i(� 7 3/4' 73/4" 7 3/4' 7 314" TTENTION" U F31 P31 I F31 F31 I Lf_ i et iv I 11. i int tet' 9-111 c m -� In N - ;; 1' { !' I' cn -... iL.; N w to _ ro ,�', t , ► m 3 F30 I N I! F30 m F30 - 3-F30' TRU55 MANUFACTURER. SE WTCA 1 css iL u� m � _ � I :I. I{ I{�.... 47 F4 i! = 1\ 'u-. iL rn m w co , w Ep- 4- cf> ap I; N�.�'" .5 ill!' - �-N,,, '/"a tt.....N :�->.- CQ CO Irl = - ? L -A I'S" r LVL-A �-• 4 r l -- - _ N - LVL-Y v I 44 1-5 o t {I ,I v�u ;� ;; l 1995, SECTION G.0, FOUND IN VL-U VL-Y �J L J L L L - L L L ' -- -[j e. 49 I'5" r _ " I,`, cv LVL-Y V Y LJL L JL L J <r L t5 49 � :! L JL JL J JL JL- L - J J JL L JL JL J _ DESIGN MANUAL n 1 r -� r I r -t r _r 16-8,J2 - r -� r n r -i - -� r r n r r -r 2. WARNING FAILURE TO FOLLOW "'s , - I _ F �� VLf is. - _ - t tr � Ipps� i c*a I tri; a J a N SI RECOMMENDATIONS, I BC " " —_ " " 22-4 12 22-4 tl2" 3' I T-{ 1 2 I cei w; -�. J — ;', � I + n 1 11 (� Iry 1 1 U2 .; 3 l - m 1 112" 3 22'-41/2" 22'-4112 3 IT-I 12" 7: I- — is iI - - ii MAY RE ULT IN SE 1INJURY, I _ 1 R ERIOU c,� _ - ---- `° "co LAYOu7 *r I ;F ci c.i o a ;. � 24 O.C. 24"O.C. Q 2' _ - - ___ 2' ci _ _ II -- _ _ __ LOSS Of LIFE, OR PROPERTY DAMAGE F49 r= F: 3-F49 ^-1 a�-- �N I _-1 � _ � I �N _ W --- `� 1 SSE: �WW.SBCINDUSTRY.COM/ a- Cm _ N LVL- " Lvl s - N b -{ - - N DOCS/OG DC51 BOOKLET FINAL.PDF I , 10 F25 10-F25 N - I 1-7 318 - - ta, a !0-F25 _ 10-F25 a e in _ m _ �'-,+5/8" 1'-7,/4a - n " �e m i - Q _ i113 m 3. CUSTOMER TO VERIFY � bi m n ti 17 114 1-+,Sib ----- -- - - I ALL DIMENSIONS, BEARING HEIGHTS, �'-- I I x� iu 1 I u ll. "D 13 1 3'I /4" -? -13-2 LVL-1 1`6 I'6 3J4° L L-i 13 11 k" 3'-1 /4" n 3'- I ,J4° IN-2 4" 14 r 3'-I I I!4" 13-2 4" J II t+ n t II t_ F iN i 1'•$112" �, II 1°$ux I _ I PITCHES AND ALL INFORMATION i 7314" z4 ouc. z4 O.C. 7314° o vL-r " a I 7 24-OUr 4oO.C. _ REGARDING THE DESIGN ANDoz ui 1 10 114 I`-I 0 1 J4« V-" arI 24"O.C. 24"O.G. >a :;j i r- J 1 ~` L N LLv `" FABRICATION OF TRUSS SYSTEM. - F26-2PLY I'-3!/2' °- i'-3 112° F26-2PLY N "'�I � m j `�'� F m 1 " 1L n- 1 � f°t � 4, DO NOT OVERLOAD TRUSSES © _ - F 6-2PL ,-3 lJ2 +-3 t/2 F2 -2 Y Ln it ! ,J' r -r r rmil r -r r r -t r r rN� r -� r -r � r 7 r r� r r 15 rr��' 5 F12 z oc a 4 oc. s-F12 I'i5,J r -� r r ; r -r r -r r -r r -r r n rCM r r r n Q"1r r -1 r -t r -r,r r�-r r r 1 5,/2� ' WITH SHEETROCK/SHEATHING OR > ~ N N — -------- —; u_ u 'L LVL-C LVL G III III !I Ill VL .. LVL-C III III III Ili as VC 1� III III , Fn M 111 III m N m .� ANY OTHER BUILDING MATERIALS. Ill III _ _ i iii ii Fw-I -- --- , iii iii 1- 1_ LVL-v LVL-v - 5. TRUSSES ARE NOT MARKED (N ANY r_ WAY TO IDENTIFY THE FREQUENCY, OR - F55 LVI-aA F55 F55 L�-/� F5 LOCATI(JN 01�TEMPORARY ERECTION -- �' 3-2 114" 16 3-2 114 3'-2 114 1& 3'2 114 ,r-1 I 6' 3'-2 1i4 � I 1 1 " '�..✓ 3'-2 114' 3'-2 1/4 " " 1 ° , r J " I 1 I 1 " 1 - n ' 1 4 1 r 1 " 1 1 " 1 " R p 13 8314 5-11 112 13' 9'4 1/2 9 4 112 3 5-11 ,/2- 13.83/4 1-1+ 1J2 it-+} t/2' I'-I 1112" t 1 13 8314 5-,1112 13'- 9 4 1/2 9'-4 112' 13 5-I[ 112 13 83/4 VtV'��ING. ALL TEMPORARY BRACING n a VI! 114" I 1114« zx 12 Joists ny othe 1 1 1J4' I 1114« SHALL COMPLY WITH THE LATEST > 2X 12 Joists by others " (� C"Unit(10-1-2 AFF Plate) C"Alt Unit(r 0-I-2 AFF Prate) P -C ® C I Alt unit(10-1-2 AFF Plate) C I Unit(10-1-2 AFF Plate) EDITION OF BCS1--B 1 PUBL15HED BY -" 4 THE TRUSS PLATE INSTITUTE FOUND [`• IN DESIGN MANUAL. . -- 1I° $* Q 49' 43'4' 20 6" 20-6" 43-4' 43'- 4" 4" 4" 411 G. NON-LOAD BEARING WALL5 TO BE (s) � ° m 81 unit(9-I-2 AFF late) �►Unit(9-I-2AFF Plate) SINGLE TOP PLATED, TO PREVENT LOAD -T- TRANSFER q �_ TRANSFER TO THESE WALLS. A I x4 BUILDING 4 - 2nd FLOOR SYSTEM BUILDING 5 - 2nd FLOOR SYSTEM cn MAY BE USED AS SECOND TOP PLATE. (Building 5 IS the "mirror image" of #4) 7. DO NOT CUT OR MODIFY ANY TRU55 o 0 LO WITHOUT FIRST CONTACTING RIDGWAY ROOF TRUSS FOR APPROVAL. ANY L4 MODIFICATION TO THE TRUSS5ES m o WILL COMPROMISE THE STRUCTURAL n cu cv INTEGRITY. ALL TRU55 MODIFICATION cn o u=- REQUESTS MUST BE SUBMITTED IN v WRITING TO RIDGWAY ROOF TRU55 0 I of I o PRIOR TO FIELD CHANGES. % - i i willow L GEND 81 Unit @ 3rd Story = 31-4-14 AFF 5UPPLIED BEAM u_ 107-211 11 -------- 0 BEAM BY OTHERS 0411 4 d 43` 41- 2l ......... E F MING VALLEY / LD RA Fl 26'-9 1/2° , 1 '_2 ire � 16'-2 I12" 26'-9 112" PLUMBING DROP _► SLOPED CEILINGCY) o p m o < FCIO n, 1� RA15ED FLAT CEILING .., �+ >n ) ts' ' B7 B7 B7 57 B7 B7 87 B7 B7 87 57 B7 B7 87 _ >n ; m -, N ! 1 10'- 1 1/8" BEARING HT. Cq © I 21-1,/ 2. 1, o o - j n 0 --_ { " BEARING HEIGHT I; 20-9 0 1 11-4" 22'-I° 9'-7" 1 1'-4" _- i s 9'7„ 221.1„ m - ,n m In - - - 9-14L LA 2 AFF�Iate9-1 2 AFF Plate -- -- N N N �. N _ 13'- 1 I/8 BEARING HEIGHT �- Cj{ , + i r1kel Iry i 31 ' 4 7/811 BEARING HT. I- ' d -- ori co Soe ,I I -- - - - - - _, -- -- --- - - -__ --- _- -=Qu LO co 29 10 I/8 BEARING HT. - I 0 -- f ■ 0 N i � _Rehr to_Detail 4 i II _......! I r ;P�,efer to Detail 4--- - „ _- ! -- co — =�c�, Ionee4 0 r=- an sheet A4.oa I - --- - �! ; h � f 24-0 3/4 BEARING t-1T. ! i — -- ----� j j j I II 1 1 I LO 2, 21--7 0o Q9 2 13-4 = N 21 -J BEARING HT7 a- . I _ _- 111-�u LU U-)Of F cv N r -I 7 '� m - -- -- F1 I For Nailing: V 1 ! I 5YM Bo L. CSS 0 V 1 .r J L 5ee 5lmp5on Catalog 11� _- - BS BS 135 .. -- QTY: 53 or Call !-SOU-999-5U99 .. "..V2 ... 8 8 B V2 I I I � ! SIMPSON HU52C LL .! 1 ! I 12 R22 - PLY - R22 - LY 1 = I I 1 d- p 4� _ � `40 R21 DROP GABLE R2 I DROP GABL[77 00 CD Q co E _ G oL --- ----- ---�; - -- oG r -i r C i 131-4 1121) 6_81, 131 91-4 1/211—- 9'-4 112" 13 6'-8"--- - 13'-4 1/2" Q 20'-6" � (' 7,r n N C "^ 12 let U 4 >0 p LJ ; (V �1 y 11 431 431-411 4" '`�''1 W � 12 � - _ E E 5UILDING 4 - R00E N --- Q F Y TE Elevation Vane 5) 5 5 M { s) tL B 1 Unit @ 3rd Story= 31-4-14 AFF l� � 107,2" V LL RS 4., 41f TISICLAIME 20'-6"- 43' 43' 26'-9 112* -16'-2 1 f2" 16'-2 Ill" 26'-9 112" ,., L4-- Gilt �¢ �� 3 112" PLUM13ING / HVAC OPENINGS `�- t. - N� 11 __T BEARING ARE THE RESI=oNSIBILITY OF -1� �- o _ y 18 `x, a CQ0 co CANT. THE CONTRACTOR OR OWNER c� ° ' END DETAIL"R29" TO VERIFY ALL LOCATION) �-=• Q LO L' B7 B7 B7 B7 B7 B 57 B7 877 87 e B7 57 N BEFORE BUILDING TRUSE _ a- - 12 - ---- c `� _ 12 AND SETTING TRU55E5, ' LU cv r� U) 22'-1" 9,-7 1 11`4 �J . R5 r C, I I i! — _ — N F__ -- j 29- Q-2 AlF-.11ii-Plate A f i N T�O I V « 29-1 -2 A Plate �, �- N _ , r>c_ L JL -- I L 3 112 TYP. 1 LIMITED RE5PON51BILITY OF ROOF I - --- �- -- i ILL; BEARI N G T AN FA URER. 5EE KCA 1 � tf., � � m Ise � TRU55 M U CT ---- j,. - 1 >� l_ _ H. I 1995, SECTION C.O, FOUND IN , 99 II DE51GN MANUAL. tf) ! 1 END DETAIL R23 i - I - 2. WARNING FAILURE TO FOLLOW cJ f , rr1' �`cN {`V 11 II ! 1 1 1 I � ¥ N r RECOMMENDATION5 IN BCS1 Refer o Detail 4J _ _ Re�er � t is -- — _ - - --- = on sh et�4d _ _ w ---' 12 I i _ e on Sheet 74.04 ! LU —-- ---- -' 1 1 = _ 8 MAY RESULT IN SERIOUS INJURY, - - r ' -- - ' 7-7° L055 OF LIFE, OR PROPERTY DAMAGE.ce) _ 7-7 _y J !-411-i I i 1 t SEE: U�WW.SBCINDuSTRY.COM/ a I 1-� -_ _. -� D00510G SCSI BOOKLET FINAL.PDF , 0 cm co _- _ \_V1 '� 3. CU5TOMER TO VERIFY v 1 3 112,1 ALL DIMENSIONS, BEARING HEIGHTS, 58 e 1 BEARING a B B vz _ -- - vvv I ►, PITCHE5 AND ALL INFORMATION it 2 13l 6 CANT. Ltu I .., _ ,.y _ _ L.. . , REGARDING THE DESIGN AND o 1 . !2 = I `� R22 -2PLY - R 2- 2f'L ` = �—, END DETAIL "R34" FABRICATION OF TRU55 5Y5TEM. -` 4 R21 DROP GABLE R21 DROP GABLE _ _, -{ _-� 4. DO NOT OVERLOAD TRU55E5 N — — — �_� u, WITH SNEETROCK/SHEATHING OR coi-1 I - _ �, �' '� °� = _ 4 ANY OTHER BUILDING MATERIALS. � r - -I II 1 .1 1_ " " 1 1 - 91-4 1/2" 9'-4 I l2" 13' 6'-8" -— 131-4 I J2° d 206 1341/2 68 - 3 Q 5. TRUSSES ARE NOT MARKED IN ANY 7 C\IWAY TO IDENTIFY THE FREQUENCY, OR 1 LOCATION OF TEMPORARY ERECTION — © 3 112C%jo 4 ,1 BRACING. ALL TEMPORARY BRACING t"'-- � , — ► , _ =— _ = SHALL COMPLY WITH THE LATEST o Q - - ,1 BEADING - - - - 18 EDITION OF B I PUBLISHED BY O TYP CANT. THE TRU55 PLAT I UTE FOUND > o - 1 TYPICAL EAVE DETAIL IN DESIGN MANUAL. -- o 20'- ° AL 43' _ 43 1 G. NON-LOAD BEARING WAL BE � � c 9 ; r, #I HIP TRU55 SINGLE TOP PLATED, TO PREVENT LOAD _17-� � �;, � fl - . �n 9WNWI0 0513 GU55ET OR L5TA9 5TRAP AT 9�, TRANSFER TO THESE WALLS. A I x4 `� e BU i LD I N G - R O F 4'O.C.BOTH 51DE5.NAILED TO TOP 4 BOTTOM CHORD NOTE:VALLEY TRU55 UPLIFT ,� co � m `a „ aP TRUSSES WITH 4-Gd NAILS to.113^x 2-)AT CONNECTION BY 1<NGINE R �, , MAY BE USED A5 5ECOND TOP PLATE. i3 � ~s _t zxa PURUN z4 O.C.- VALLEY TRUSSES -I © -�-, V ROOF SYSTEM (Elevation arle5) EACH MEMBER(MATERIALS NOT SUPPLIED). Of RECORD NAILED TO TOP CHORD OF MAX 55 05 LOADING 3 ` ' 1 BA5E TRU55 WITH 2-1 Gd. MAX I GO MPH ` �, C TOP-11AT MAX�130RC 24" 2 2t �1 21 � 7. DO NOT CUT OR MODIFY ANY TRUSS f. MAX MEAN ROOF HT.44'. PARTIALLYENCL05ED. O.C. —I WITHOUT I'IRST CONTACTING RIDG�IIAY a ova sH1 ATHTO r,n1N 12'. coNTAcr RID wAY Roa>TRU55 Fr�> z o.c. ROOF TRU55 FOR APPROVAL. ANY -� � p � 3 2 oNr0 EACH TOP CHORD. � r AO%kATTACHMENT DETAIL IF YOUR p JOB EXCEEDSTHE MAXIMUM <, MODIFICATION TO THE TRLJ55SES � s � � I� IENJ , ► BA5E VALUES LISTED. TOP CHORD C)F TRU55E5 MUST BE E tJ Ln TRus Note: WILL COMPROMISE THE 5TRUCTURAL , n BRACED wJ CONTINUOU5 DECKING v v l Refer to trU55 INTEGRITY. ALL TRU55 MODIFICATION © - ,�� OR LATERAL BRACING @ 24 o.c. MIN. � �,,,.,,... ..•."- ' 9'-10 1311 G"HiP JACK- -�{ engineering m REQUESTS MUST BE SUBMITTED IN "Design Manual"for I� connection. WRITING TO RIDGWAY ROOF TRU55 �, o l TOP HAT DETAIL- MAX WIND SPEED I G4 MPH BUSSED VALLEY DETAIL TYPICAL HIP coRNER DETAIL PRIOR TO FIELD CHANGES. 1 of I '