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2X6 VERTICAL T/ LEG TO BEARING 2X6 (MIN) NO. 2 YP CONN W/ (5) -12D NAILS AT THE TOP VALLEY FRAMING (TYP.) AND A SIMPSON VCT2 AT THE BOTTOM MIN 2X8 NO.2 SOUTHERN YELLOW PINE SIMPSON 143 COLLAR TIE IX6 (MIN.) RIDGE BOARD HURRICANE TIE\ EVER' OTHER RAFTER (5) Sd COMMONS EACH END PLYWOOD SHEALTHING SIMPSON WUS28 y SIMPSON VCT2 FACE MOUNTED VALLEY CONNECTION U HANGER TRUSSES SHEATHED AND NAILED WITH 8d COMMONS 6" O.C. PRIOR TO VALLEY FRAMING GIRDER TRUSS SIMPSON VCT2 VALLEY CONNECTION AT EACH END OF EVERY RAFTER 2X6 CURB BOARD CONNECTED TO THE TRUSSES BELOW WITH (3) 12d COMMONS AT ALL INTERSECTING LOCATIONS. CONY VALLEY FRAMING USE 2X6 BLOCKING WHERE THE VALLEY FRAMING DOES NOT INTERSECT WITH THE TRUSSES BELOW. NAIL THE BLOCKING BETWEEN THE TOP CHORDS OF THE TRUSSES AGAINST THE SHEATHING USING (2)12d COMMON NAILS IN EACH END, NAIL THE SHEATHING TO THE BLOCKING WITH Sd COMMONS AT 6" OC STAGGERED. 11 T-LEG TO 11 n�BEARING n n u , it u n n n n n G0111 II 11 It II 11 II "'Y17► II II 11 II 11 II II 11 11 II II II 11 II II M II II 11 11 II 11 11 11 II 11 11 II II 11 II II II II If II II II II II II II II 11 II If II II II In n n n n II 11 11 � 11 11 VALLEY RAFTERS WILL BE A MIN 2X(o n SOUTHERN YELLOW PINE AT 24" OC WITH A MAX SPAN OF W-5". WHERE THE RAFTERS SPAN IS LONGER A VERT T-LEG (2X6) TO BEARING WILL BE REQUIRED. GIRDER TRUSS II II II n n n n n " n II n� u u ta— u n if if " COLLAR TIE EM II If II I16 11 11 11 11 �{ THE RAFTERS to THE ;; ,,� BOARd11WIT14 SIMPSONif WALLEY'CONNEaTION5. 11 '1D 11 II II n n n n nq� u u u n n u u u n n u n n n n u u n n u n u n u n RO(�F TRUS `OS BEL( }W n " U II II If i II 11 II M T-LEG TO II II u BEARING 1 .4 it if It u II u u N n II '1 II 11 11 11 II II II tl II If II II 11 II 11 II II II II II II n II II 11 II II II II II 11 II 11 44 11 II II II 11 11 � 11 II II y n n n 11 M �` 11 11 II 11 " II 11 II Q� 11 11 II YI II 11 It �1 1 " VA FY AT 34" OC n n n u n u u u n u n n u n n u n n u u u n n u u u n u n u u u n n n n u n n n 1 n u n u n n u u 1 n u u n n n u n u n u n u u n n u n n n u n n n n n u n n n n 11 11 II 11 II II II LI 11 11 11 11 11 II II 11 II II II II 11 11 11 11 II 11 11 11 11 II CONNECT THE RIDGE BOARD TO THE CURB BOARD 9ELOW WITH A SIMPSON VCT2 VALLEY CONNECTION 1 11 I 11 NAIL THE CL§RB 1504�2D 10 u INTO THE TRUSSES WITH ;f (3) lid COMMONS Afi; ALL INT ,*SECTI413 LOCq'1'IONS n n n u n n n n n n ROOF :t'RUSSE°.,4'I BELOW;; VALLP�1' AT 24!� OC it II II 11 II 11 11 " II II LI 11 II II 11 II u n n n u n n u u u II 11 II II 11 11 II II II 11 EXISTING MASONRY EXISTING ROOF TRUSSES WALL SIMP50N ONE PER MTS 30 TWIST EACH TRUSS STRAP FL• 10456.31 MICROLLAM LVL ROOF 3 1/2" x If& SIMPSON META 30 STRAP TIES ONE ON EACH END FL"10852.9 DBE JACKS EACH END, ATTACH THE FIRST PLY TO THE MASONRY WALL WITH (6) 3/16" TAPCON5 WITH A MIN OF 1 1/4" EMBEDDMENT INTO HOLLOW BLOCK. -- 15'-011 32'-4" OPENING DETAIL O to 25'-0" O 1 ---------------------------------------------------------�� I STUB 2" OFF GIRDER ' EXISTING VALLEY ' , 1 1 ' ' I ------------------------------------------------------------------------------------------------- ---- ----- --- 1 ` 6 I I lei I 1 , I I � 1 I • 1 7777777-7- J 7-777-777-77-777-7 I . N i 21'-4" 1 5'-8" 1 24'-0 11 51'-OI' 81-0" I I ; I 1 1 1 1 1 ; I 1 I 1 ; 1 I 1 2'-O" 1 ; ; ; I I I I , I 1 ; ; I 1 1 1 ; 1 1 I I I I I 1 1 .y DESIGN SERVICES INC, MOBILE/ OFFICE 352-206-582-1 OFFICE FAX 352-5138-2342 R. 5. HAt4LEY P 0 BOX 1325 SAN ANTONIO FLA. 33516 EMAIL: hanley06oembargmatl.com PRE - ENGINEERED ROOF TRUSSES 24" Or, MAXIMUM SPACING TC LL 20.0 PSF TG DL 1.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 3-1.0 PSF DUR.FAC. 1.25 DEFLECTION MEETS L / 360 LIVE AND L / 240 TOTAL LOAD UPLIFT CONNECTION USE SIMPSON HETA 16 FL*11413.3 EMBEDDED TWIST STRAPS ON THE UPLIFT CONNECTION FOR THE ROOF TRUSSES ON THE NEW MASONRY WALLS, (1 ) ON EACH HEEL OF EACH TRUSS. USE SIMP50N MTSM 16 TWIST STRAPS TO ATTACH THE TRUSSES TO THE EXISTING WALLS. FL"11413.2