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HomeMy WebLinkAbout33 Heritage at Spring Mill LAYOUTTG01 TG 0 2 TG03 T01 J01 J01 T02 TG04 J 0 2 J03 TG 0 5 J04 J04 J04 J04 J04 J04 J04 J04 J05 J05 J05 J05 J05 J05 J06 J06 J06 J06 TG 0 6 TG07 TG07 T03 J07 T03 J07 TG 0 8 TG09 T04 T05 T06 T07 J08 J08 J08 J08 J08 J08 J08 J08 J08 J08 J08 J09 J09 J09 J09 J09 J09 J08 J08 J08 T0 8 T0 9 GE 0 1 T1 0 T1 0 T1 0 T1 1 GE 0 3 T1 2 T1 2 T1 3 T2 8 T1 4 T1 4 T1 4 T1 5 J1 0 J1 0 J 1 1 J12 TG 1 0 T1 7 T1 8 T1 1 J13 J01 T33 GE04 T23 T26 T26 T26 T26 T26 T26 T26 T26 T22 T24 J24 T25 T27 J24 J05 J05 J05 J05 T16 T19 T20 T21 GE02 T29 J1 7 J 1 6 J 1 5 J 1 4 T26 T26 V0 1 V0 2 V03 V04 V05 V06 V07 V08 V09 V10 V11 V12 V13 V14 V15 V16 V17 PB 0 1 PB 0 2 PB 0 2 PB 0 3 PB 0 2 PB 0 2 PB 0 2 PB 0 2 PB 0 2 PB 0 2 PB 0 2 PB 0 4 PB 0 5 PB 0 6 PB 0 7 PB11 PB11 PB11 PB11 PB11 PB11 PB11 PB11 PB11 PB11 PB11 PB08 PB11 8- 1 1 - 0 8 13 - 0 6 - 0 0 14 - 0 3 - 0 0 17 - 0 4 - 0 0 82 - 0 0 - 0 0 25 - 0 6 - 0 8 11 - 0 2 - 0 8 12 - 0 9 - 0 0 32 - 0 6 - 0 0 2-06-00 1-10-00 4-00-00 2-08-00 2-06-00 54-00-00 2-06-00 49-00-00 2-06-00 54-00-00 3-0 0 - 0 0 6-0 1 - 0 8 9-06-00 22-03-088-0 1 - 0 8 2-00-00 2-06-00 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 2 - 0 8 2-00-00 2-00-00 1-01-00 2-00-00 2-00-00 2-00-00 1-01-00 13-00-00 56 - 0 5 - 0 8 27 - 1 1 - 0 8 23-00-00 13-00-00 26-00-00 4-00 2-08-00 2-08-00 1-10-00 2-00-00 1-05-04 1-05-04 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 8-00 2-00-00 2-00-00 2-00-00 2- 0 0 - 0 0 2-0 6 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 8 1-1 1 - 0 8 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 2 - 0 8 2- 0 0 - 0 0 2- 0 0 - 0 0 1- 0 8 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 10 - 0 8 1- 0 5 - 0 8 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 6-08 1-10-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-01-08 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-06-00 4-08 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-06-00 A - H2 . 5 A A - LT H J R B - HG U S 2 6 - 2 B - LU S 2 4 C - HG U S 2 6 - 2 - 2 C - LU S 2 6 - 2 D - HG U S 2 8 - 2 D - LU S 4 1 0 E - HT U 2 6 E - MU S 2 6 F - LT H J L F - TH A 4 2 2 - 2 PU L T E H O M E S 33 H e r i t a g e a t S p r i n g M i l l - G e n e v a - E C 0 1 HA N G E R S C H E D U L E QT Y DE S C R I P T I O N SY M QT Y DE S C R I P T I O N RO O F L O A D I N G TC L L 25 PS F T C L S 0 PS F T C L D 1 0 PS F B C L L 1 0 PS F B C L D 1 0 PS F WIN D S P E E D 9 0 M P H CO D E : I R C 2 0 0 6 Ad d r e s s : Sa l e s p e r s o n : Sc a l e : Qu o t e N u m b e r : B1 8 8 0 1 6 6 9 Dr a w n b y : Ka t h e r i n e S e l v a Da t e : 0 5 / 2 3 / 2 0 1 8 Lo t N u m b e r : 33 De s i g n e d by : K a t h e r i n e S e l v a TRUSS PLACEMENT GUIDE CU S T O M E R : JO B NA M E & MO D E L : NOTES: DO NOT CUT OR MODIFY TRUSSES. TRUSSES ARE SPACED 24" ON CENTER UNLESS NOTED OTHERWISE. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR THE LOCATION OF LATERAL BRACING AND MULTY-PLY CONNECTION REQUIREMENTS. PER ANSI TPI 1-2002 THE TRUSS ENGINEER IS RESPONSIBLE FOR TRUSS TO TRUSS CONECTIONS AND TRUSS PLY TO PLY CONNECTIONS. THIS PLACEMENT PLAN RECOMMENDS TRUSS TO BEARING CONNECTIONS AND TRUSS TO BEAM CONNECTIONS WHICH SHALL BE REVIEWED BY THE BUILDING DESIGNER TO RESOLVE ALL ROOF FORCES ADEQUATELY TO THE FOUNDATION. ALL TRUSS TIES TO BE INSTALLED BEFORE O.S.B. IS APPLIED TO ROOF DO NO T CU T TR U S S E S ! TR U S S E S CU T BY AN Y TR A D E / SU B - C O N T R A C T O R WI T H O U T FI R S T RE C E I V I N G PE R M I S S I O N AN D DI R E C T I O N FR O M PR O B u i l d , (3 1 7 ) 83 4 53 8 0 , SH A L L BE CO N T R A C T O R / BU I L D E R RE S P O N S I B I L I T Y ! NO EX C E P T I O N S 3D VIEW 1 3D VIEW 2 06/11/18 Mike Sheeks