BELVEDERE 200 NOTE TO ARCH. HOMEOWNER, AND
BUILDER: INSERT 8X16" CMU COL.
W/ (3)# 5 EA FACE W/ #3 TIES
0 16" FOR FLOOR REACTION
#6 BARS 0 48" O.C. 00 #6 BARS 0 48' O.C.
'7 V,
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=- ------ ------ ------ ------ ------ ------
PROVIDE PT 8X8 POST
CD i TF
1 W/ ABU POST BASE PROVIDE PT 8x8 POST
LET————————--——————————————— _��Q 4� W/ SIMP. ABU POST BASE
8F1 61T/1 B <
(,-n1A STRUCTURAL DESIGN BASED ON
n
ARCHITECTURAL PLANS PROVIDED BY: 16o-O"
BEN BRAODFOOT DESIGN
,2#-0" 16o-Ool 2o-011 9#-6" 5'-6"
cd
DATED: JULY 2005
0
FOUNDA TION PLAN 0
(D SCALE: 114" 1 '-0"
THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE SECOND FL OOR FRAMING PLAN
FROM ORIGINAL PLANS PROVIDED TO US (AS NOTED ABOVE) OR
SCALE: 114" 1 '-0"
NO TE: S TRUC TURE SHA L L BE CONS TRVC TED USING CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN.
NO. DATE REVISED
DIMENSIONS FROM T11EARCH. PLANS THE SUPPORT STRUCTURE OUTLINED WITHIN THESE PLANS IS BASED ON
L 0 CA TION OF A L L /.IN TE1.S A ND HEA DERS
DIMS. L 0 CA;WD ON S;rRVC T SHEETS A RE FOR REF 0Nt Y THE LOADING AND LOCATION OF TRUSSES, BEAMS AND BEARING
WALLS AS PROVIDED BY THE TRUSS SHOP DRAWING LAYOUT AND TRUSSES. TO BE VERIFIED W1 B 611 DER
TRUSSES ARE ASSUMED TO BE LAID OUT AS PER THE TRUSS LAYOUT
NOTES:
1. REFER TO ARCH.FLOOR PLAN FOR WALL LOCATIONS & DIMS. PLAN. THE E.O.R. IS NOT RESPONSIBLE FOR MIS-ALIGNMENT OF TRUSSES.
2. REFER TO SHEET NO. S-1 FOR FOOTING SECTIONS AND DETAILS
3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH
FBC CHAPTER 18
4. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY
SUITABLE SUBSURFACE CONDITIONS
5. ASSUMED ALLOWABLE SOIL BEARING CAPACITY= 2,500 PSF NOTES:
6. SOIL COMPACTION AND FILL SHALL BE IN ACCORDANCE WITH
FBC 1804.2 AND SHALL BE COMPACTED TO A MINIMUM OF 95% 1. ALL EXTERIOR WALLS ARE SHEARWALLS.
MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557 2. SEE SHEET S-1 FOR GENERAL NOTES TYP CMU DETAILS.
3. SEE SHEET S-1 FOR TYP'. LINTEL DETAILS.
7. MONOUTHIC FOOTING MAY BE SUBSTITUTED FOR STEMWALL 4. REFER TO ARCH. FLR. PLANS FOR EXACT WALL LOCATIONS & DETAILS. AV
FOOTING DETAIL SEE SHEET S-4 FOR DETAILS. 5. M 8" CMU WALL. SEE PLAN FOR REINF. 05 f25
6. SEE UPLIFT SCHEDULE S-1A FOR TRUSS TO WALL CONNECTIONS.
S=2
INDICATES THRU__"�
BOLT WHERE SHOWN. uwj
ILI)
--- ----------------------
10 0'z
(2)2X8 HDR.
TYP. 2ND & 3RD CONVENTIONALLY STRAP
FLOOR U.N.O. rB 1 j
S-4 LL
PROVIDE PT 66" POST
(2)2x6 HEADER
TYP U.O.N. TYP. 2-PL'S. n*
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11 P.T. (3) 2X 12 TYP. 0 H CI%4
W 1 11 111 0
SIMP. 2.5A AND
U210 ANGER, WINDOW LOCATIONS MAY BE Z
(1) HTT22 EA. END OF TRUSS FG1
MOVED WITHIN BEDROOM
(INVERTED) AND DRILLED & EPDXIED LLJ
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I/N (SEE UPLIFT SCHEDULE)
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---------------- ------ V
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. . . . . . . . . . . . . . . . NON—BEARING WALLS c X m m I
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SEE GEN. NOTES FOR CONN. OR USE
BEARING WALLS lu I
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BEHIND HANGER
------------------------- HEADERS
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BEAMS C�j
E TRUSSES P.T. (3) 2X12 TYP. 0 PORCH
ry
— — — — — — — SPECIAL TRUSSES STRUCTURAL DESIGN BASED ON 190-009 PROVIDE PT 6X6" POST 0
ARCHITECTURAL PLANS PROVIDED BY: TYP. 2-PL'S. W/ SIMP. 0 0
ABU POST BASE TO CMU BELOW 0 CD
BEN BRAODFOOT DESIGN 3.3 -4" AND SEE GEN. NOTES FOR STRAPPING
ALL &TERIOR WALLSARESHEARWALLS DATED: JULY 2005 n'
n.*,
THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE CONVENTIONAL FRAMING NOTES: ROOFF)UMING PUN
I
I
FROM ORIGINAL PLANS PROVIDED TO US (AS NOTED ABOVE) OR 1. ALL CONVENTIONAL FRAMING SHALL BE SYP. NO. 2 OR BETTER. p
Z ALL RAFTERS SHALL BE 2X8's 0 16 O.C. U.N.O. SCALE. 114' 1 -0
CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN. 3. FASTEN ALL RAFTERS TO PLATES MTH (2) SIMPSON H8 CLIPS wl(5) 10d X 1.5- NAILS
EACH END FOR SPANS UP TO 10 FT.
THE SUPPORT STRUCTURE OUTLINED WITHIN THESE PLANS IS BASED ON 4. FASTEN ALL RAFTERS TO PLATES K1TH (2) SIMPSON MTS12 TKIST STRAPS NO. DATE REVISED
wl(7) 10d X 1.5- NAILS EACH END OF EACH STRAP FOR SPANS UP TO 20 FT.
THE LOADING AND LOCATION OF TRUSSES, BEAMS AND BEARING 5. FASTEN ALL RAFTERS AT RIDGES MTH 2X6 COLLAR TIES.
WALLS AS PROVIDED BY THE TRUSS SHOP DRAWING LAYOUT AND TRUSSES. 6. FACE-NAIL COLLAR TIES TO RAFTERS WTH (7) f6d COMMON NAILS.
Z TOE-NAIL ALL JACK RAFTERS TO HIPS AND VALLEYS KITH (5) 12d SINKERS.
TRUSSES ARE ASSUMED TO BE LAID OUT AS PER THE TRUSS LAYOUT 8. ALL RIDGES, HIPS AND VALLEYS SHALL BE ONE (1) NOMINAL SIZE LARGER THAN
PLAN. THE E.O.R. IS NOT RESPONSIBLE FOR MIS-ALIGNMENT OF TRUSSES. ADJOINING RAFTERS U.N.O.
9. FASTEN RAFTERS TO CEILING JOISTS K17H (4) .131 X 3- NAILS
10. FASTEN RAFTERS AND CEILING JOISTS TO PLATES wl(3) .131 X 3- TOE-NAILS.
11. FASTEN ALL HIP AND VALLEYS TO PLATES K1TH (2) SIMPSON UTS12 TKIST STRAPS
wl(7) 10d X 1.5" NAILS EACH END OF EACH STRAP.
NOTES
1. ALL EXTERIOR WALLS ARE SHEARWALLS.
2. SEE SHEET S-1 FOR GENERAL NOTES & TYP CMU DETAILS.
3. SEE SHEET S-1 FOR TYP. LINTEL DETAILS.
4. REFER TO ARCH. FLR. PLANS FOR EXACT WALL LOCATIONS & DETAILS. 5
&5,wf2
SAr3
%%I
RATED SHEATHING
SEE GENERAL NOTES
"civ-i" cy 4.'. %o
w
(2) 2x6 PLATE TRUSS SEE TRUSS DWGS
TOP. PLATE EL. SEE ARCHj, Otto
z
"18"0 THREADED ROD cc
TYP. SEE PLAN.
U.
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VAPOR BARRIER AND n� r_1
RATED SHEATHING 2x6 STUDS N
0 16" O.C. TYP. N
SEE GENERAL NOTES (o
z N n
7 z4z r-
D Lij
3/4' PLYWOOD RATED SHEATHING 0 Z
(REFER TO GENERAL z 0
o cn '010 00
NOTES ON SHEET S-1 po (m n
FIN.FLR. EL. SEE ARCH. ROOF TRUSSES SEE TRUSS DWGS. > 1 00
DIST SEE PLAN w_j _j 00 0)
SEE UPLIFT SCHEDULE 0 m Li- 0) 1
FOR TRUSS CONNECTIONS TYP. ro 00
(2) 2x PLATE z 0 Lj 1 0)
0 -3 4 n
ry =� o
BAND JOIST I x4 HDR.BRACING NUT AND WASHER SEE A4/S-4 Ld LL_ < >
Ld
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SEE PLAN Ld
o Lu z
z < 'se, 0 X
ou <
7/16 OSB OR 3/8 CDX 1/2 - GYP. CEILING BD. Lli < -r LL
PLYWOOD FASTEN TO TRUSS OR .5 CL
3/4" PLYWOOD CEILING JOIST w/ 8d NAILS OR 5/8 " GYP. WALLBOARD CONVENTIONALLY STRAP ry LL C14
0 12" O.C. CHIMNEY CHASE SEE Ld F- (D
NUT AND 3 x 3 x 1/8" /-SIMPSON SSP 0 32" O*C* W-009 GENERAL NOTES CHIMNEY y X T_
POST BEYOND VARIES WASHER (TYP.) REQ'D AT OPENINGS OVER < Ld
NOTE: LEDGER MAY BE USED (SEE PLAN) 7 A M
2x6 SOLE PLATE IN LIEU OF CONNECTION 1/2 " GYP. WALLBOARD 1 1. '1 11
SHEATHING OVER KING BALLOON FRAME CHIMNEY
SHOWN. VAPOR BARRIER OVER u u W/ MIN (3) TOENAILS EA. TRUSSES r r r r
FIN.FLR. EL. SEE ARCH. 2x4 STUDS 0 16" D.C. END. 0 EACH FLOOR AND 8' O.C.
2x8 SILL PLATE ,--JOIST SEE PLAN HRU-BOLT HEADER_z Is
TOP PLATE —,
T Lij <
\_ 2x4 JACK STUD (TYP.) ry C)
8X8 BOND BEAM wl BAND JOI'ST 1/2" THREADED (2) REQ'D FOR OPENINGS
(1) #5 CONT. TOP TYP. OVER 6'-0" cn
1 0
FILLED SOLID w/ GROUT 2x6 STUDS LiJ Ljj
1/2" GYP. WALLBOARD - SEE ARCH 'e_�O 16" O.C. COUPLER STUDS (TYP.)
r--P.T. 2x_ SILL PLATE PERMITTED
(2) SIMPSON CS20 wl SEAL (TYP.) IF REQ'D. Lij > Lij
# 5 DOWEL ----#5 VERT. IN GROUTED CELL STRAPS TYRO EA. 3/4" PLYWOOD ry L.Lj
LAP w/ VERT. SEE PLAN FOR REINF. POST. 1 1
30" MIN. BEAM SEE PLAN. M
0
,,,FURRING 0 24" O.C.- SEE ARCH.
FIN.FLR. EL. SEE ARCH 11 Q0
POST BEYOND FLOOR BEAM
(SEE PLAN) SEE TRUSS DWG'S. <
SEE PLAN FOR JOIST FOR SIZE AND CONN. (2) 2x �TOP PLATE. __D
SIZE & CONNECTION. 2x6 STUDS 0
0 16" O.C.
SEE PLAN FOR FTG. SILL PLATE
SIZE
x m
OP 0
TYPICAL WALL SECTION PORCH SECTION TYP . PART. 2 STORY WALL ELEV. FIREPLACE FRAMING DETAIL
BI B2 B3 B4
SCALE: SCALE: SCALE: 1 /2"=l '-O" SCALE: 1 /2"-l '-O"
- STANDARD HOOK SIMPSON MSTA24 FIELD-FORMED /-NUT AND 3x3x 1/4
STANDARD HOOK 0 EA. HORIZ. REINF. AS A STUD-TO-PLATE ANCHOR (2) 2x6 WASHER (TYP.) SIMPSON SPH4 w/ (6) 10dxl.5"
UPLIFT CONNECTOR (TYP.) EMBEDDED 6" INTO w/ (12) 1061.5" NAILS TOP Q NAILS 0 32" 0.C. REQD AT ROUGH
(TOP BOT.) ROUGH OPENINGS OVER 6'-0" U�
BOND BEAM 0 EA.
VERT. REINF.
1/2" THREADED ROD
8x8 BOND BEAM w/ <
(1) #5 CONT. TOP <
FILLED SOLID w/ GROUT HEADER SEE PLAN
(2) 2x- TOP PLATE
SILL PLATE 2x- JACK STUD (TYP,)
\-LINTEL (SEE DETAIL) ZE (2) REQ'D FOR OPENINGS
1/2"0 THREADED OVER 6'-0"
SIMPSON MSTA 24 ROD (TYP.)
1�4) 10 " x M2 1'X4 TITEN
CREW TO FTG. AND
#5 VERT. IN GROUTED 1(9) 10d x 1 1/2 NAILS TO STUD ZE (2) 2x6 FULL LENGTH
COUPLER
CELLO 4'-0" O.C. MAX. #5 VERT. IN GROUTED CELL PERMITTED STUDS (TYP.)
AND AT ALL CORNERS. .1e AT WALL OPENINGS 2' TO 12'. (TYP.)
(2) #5 VERT. IN GROUTED CELL
AT WALL OPENINGS OVER 12'
'A :
USE HOLDDOWNS ONLY
WHE NO. DATE REVISED
41 RE SPECIFICALLY
NOTED IN THE TIE DOWN
OPTIO P1 ANR�
.77
4
OPT'O"
# 5 DOWEL/S__' .1.i-1 1 1 ".' 1: ..I .
LAP wl EACH 5 DOWEL/S $ x 1/4"
VERT. 25" MIN. NUT AND 3 x 3 x 1/4"
LAP W/ EACH Id
WASHER (TYP.)
VERT. 25" MIN. EPDXY IN so''E PLATE
SILL PLATE 5/8' HOLE
-A
OR ARCYLIC IN 9/16" HOLE
.:4 STEMWALL
4 CONNECTORS NOT REQ'D
-4 4% OR FTG.
TO THESE STUDS
04
�LL P TE
SILL P E
.A,
1Q" THREADED ROD
S E B4/S-5 FOR EMBEDMENT
SEE A3 FOR
A
EMBEDMENT DEPTHS 05VI25
WALL DETAIL CMU Al THRU - BOLT ALTERNATE A2 THRU BOLT A3 WALL ELEVATION A4
SLAB CONNECTION s.4
'CZrAl F- I V_0" I;rAIF- 1 "= 1 '_0" r,r.Al F' F