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Clay Masonry(Brkek): 12. Fasten plies of 1 %"wide engineered lumber as followfi: WINDOW,DOOR AND SOFFIT PRESSURES:
2-ply beams with(3)rows of 0.131"x3 1/4"nails @ 12"&.,c-
9
1. Brick shall con%rm to ASTM C62, C216,or C652 for Building Brick, Facing Brick,and 1. All window,door and soffit assemblies shall be designed to withstand the design
3-ply beams with(3)rows of 0.131"x3 V4"nails @ 8"o.& (each side)
Hollow BFick,re%pectively- Grade SW shall be used, 4-ply beams with(2)rows of Simpson 6%"long SDW Ocrews @ 12"o-c- pressures indicated below and shall be installed in accordance with the manufacturer's
2� Brick veneer shmil be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: requirements. 9.
vertical and 16"'o.c. horizontal. Additional ties shall be provided around all wall
openings greater than 16"in either direction,and shall be spa J
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ced no more than 36" 1. Structural steel shall conform to AISC Specifications foir Design and Fabrication and
o-c.and placed,within 12"of the openings.
Erection of Structural Steel for Buildings(latest edition!!0-
a.Welded connections: AWS D1.1
3. Strand wire verYeer ties shall not be less in thickness than No.9 gage wire and shall b-Structural steel shapes, plates: ASTM A36 WIND PRESSURES ON WINDOWS, DOORS & LL
have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 0 I=
c.Structural steel pipe- ASTM A53 or 001 SOFFITS (psf) Z
22 gage by 7/8",corrugated and fastened with 1 3/4"galvanized roofing nails. d.Structural steel tubing: ASTM A500
Adjustable or strand wire veneer ties shall be used at CMU walls.
AREA OF OPENING
2. All structural steel connections and fabrications shall c(9mply with AISC specifications. EDGE S RIP(5) INTERIO ZONE(4)
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4. Unless otherwi$he noted on the plans,a steel angle L4x4xl/4 shall be used for Pos Neg Pos Neg g Z UJ
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supporting brick veneer over openings. This angle will not be required for arched 3. Steel shop drawings shall be provided to the Engineer or approval prior to fabrication. -
windows where brick is self-supporting. If the length of the opening exceeds 6'-()"then 0 U)
0 to 20 sf 25.3 -33.8 25.3 -27.4 Ix X
the steel angle Fshall be attached to the wood framing with 3/8"x 3"lag screws CED, 12" 4. Holes required for bolted connections may be drilled or pun hed- 20.1 to 50 sf 24.2--31.5- '2 UJ W
O.C. C Flame-cut holes 24.2 -26.3 Z I-
50.1 to 100 sf LLJ :] j-:
shall not be used. 22.7 28.5 22.7 -24.8 UJ
100.1 to 200 sf 21.41 -26.31 21.41 -23 001111111111
WOOD FRAMING: lid I
5. Bolts shall be installed to the"snug-tight"condition-u.6)-n- 200.1 to 500 sf .......20.31 -24.01 20.31 �,gff.5
Soffit Design PFe-ssure 25.31 -33.81 25.31
1. All wood framin@ has been designed in accordance with"National Design Specification 6. All structural steel shall be shop-painted with SSPC Paiint 15(red oxide)primer. Prior Base Design Pressure 21.40 GCpi ±0.18
(NDS)for wood(Construction,"2005 edition.
to painting,steelwork shall be cleaned per SSPC SP-6 "Commercial Blast Cleaning".
(5)
2. All wood membi?jrs exposed to weather or in contact with masonry,concrete or soil 7. SSPC Paint 36(polyurethane)shall be applied as the fitpal coat to all structural steel 16
shall be treated With an appropriate preservative suitable for the exposure conditions. too,
surfaces exposed and visible to the exterior of the struotture-
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3. If ACQ treatmeN is used on any wood member,then all nailing shall require 8. Field touch-up after installation where required to restor-OP final finish. (P Al
hot-dipped galvainized nails meeting ASTM A153, Class C,or ASTM B695,Class 50.
If borate treatmefnt is used then galvanizing is not required. >
HARDWARE AND ANCHORS: TYPICAL EDGE STRIP(5)
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4. Pfrefabricated wo 00
jod trusses shall comply with NDS and"National Design Standard for 1. All framing anchors and connectors noted on the struct0tral drawings shall be .3 LU
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Metal Plate Conrftlected Wood Truss Construction(ANSIITPI 1-07)." manufactured by Simpson Strong-Tie or Engineer apprdkved equal- TY ICAL INTERIOR ZONE(4) a U_
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5. All trusses shall The designed by the Truss Manufacturer's registered Engineer. 2. All anchor bolts and threaded rods shall be in accordan(ge with ASTM A307 or ASTM Z
F1554,Grade 36.
6. The Truss Manuffacturer shall submit shop drawings and design notes with a
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registered Engirv1Z*r`s seal for approval. Design notes shall include the rated load 3. All metal connectors and hardware which are exposed td)the exterior or in contact
capacity of the tnuss to truss connectors,and the manufacturer's license to fabricate with ACQ pressure treated lumber shall be Type 316 stjlinless steel or galvanized per 0M
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trusses utilizing t1he connector system proposed.The contractor shall approve ASTM Al 53,Class C,or ASTM B695,Class 50.
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fabrication and installation drawings showing size,shape and layout. LU
7 Jobsite handling iand erection, including temporary bracing,during installation of 4- Anchor adhesives shall be either Epoxy-Tie SET or Acr%lic-Tie AT by Simpson
Strong-Tie(with Florida Product Approval)and installed According to the
trusses shall cormply with TPI/WTCA BCSI 1.
manufacturers instructions. Holes shall be cleaned of aill debris and brushed out prior
to installation of anchor adhesive.
8. All prefabricated Wood trusses subjected to uplift conditions shall be securely fasiened R
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to their supportiN walls or beams with metal connectors as noted in the Truss ROOF COVERING:
Connection Sch%dule.
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I. The contractor shall be responsible for the design and in0allation of the roof covering < 2
9. All gable ends sNall be balloon framed or braced in accordance with the applicable system.
detail as shown irm the structural drawings.
10. Guardrails, handrmils 2. Asphalt shingles shall comply with ASTM D3161 and be.ilinstalled according to the SCALE
and guard in-fill components(Balusters and Panel Fillers)shall Y4'=1'-%4(U.O.N.)
be provided by 04hers. manufacturers requirements. DO NOT1%CALE
__LHIS_D%MNG
3. Clay and tile roofs shall be installed per the"Concrete an-0 Clay Roof Tile Installation RELEASE OFTE
Engineered lumbfer(LVL, Parallam or LSQ shall meet the following minimum matDrial 05-le8-12
specifications: Manual,"and the manufacturers requirements. 9 REVISION
LVL or Parallani4 LSL .9
E=1,900,000 p*i E=1,550,000 psi 4. Standing seam metal roofs shall comply with ASTM E 1514 and be installed according .1
Fb=2,600 psi Fb=2,325 psi to the manufacturer's requirements. I
Fc=750 psi Fe=800 psi
5. The contractor shall be responsible for the design and ingitallation of all metal flashing
Fv=285 psi Fv=31 0 psi j� DRAWN Bye
and valley material.
CHECKED E�f-
�as
SHEET
01 .2
S,-2
P8 LEDGER WITH(4) NOTES:
9
(9.131'x 3Y4'NAILS
16-O.C.INTO STUDS 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2
_R�OOF SHEATHING STUDS @ 16'0.C�FOR PLATE HEIGHT OF 10--1 ye'-U�O�N.
(#AS NOTED)
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2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 LA.
1,3'"x 3
6"0
R�OOF SI_
No rl
- RAI
2x6 RAFTER
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO IVA y8' U.O.N_
0
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3) THE FIRST FLOOR EXTERIOR WALL FINISH IS FLEXIBLE'(SIDING)-U.O.N. CD
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2X4 LEDGER WITH(2) --------- NOTIFY ENGINEER OF ANY VARIATIONS.
0.131'x 3 Y4'NAILS V) z
@ 16-O.C.INTO STUDS w
NAIL JOIST TO RAFER WITH
(5)0.131"x 3 Y4'NAILS(TYPICAL) U'l
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�A BRACKET DETAIL
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PSE7 EACH FRONT EXTERIOR POST
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ABU44-Z POST BASE.STRAP POST TO
EACH BEAM ABOVE WITH H&Z CLIP.
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SEE DETAIL"F"ON SHEET SD-7
NOTE:
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REQUIRES A MINIMUM Lu
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(4)2x4 BUILT-UP 0 E. WITH 6d COM OR BOX NAILS SHEARWALL LEGdJ'ff--*'-o 6
POST(MIN.)TO AT 6"O.C.ON EDGES
r(3)1 x 16'LV MATCH ABOVE AND 12"O.C.IN THE FIELD- 0
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EACH fREAR EXTE HUCII I or MATCH CORNER ABOVE CORNER MATCH ABOVE E
SD-7
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EACH BEAM NBOVE WITH H6-Z CLIP. ON INTERMEDIATE SUPPORTS.
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(2)2X6 BUILT_
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'0Y'LVL
(2)2X6 BUILT-UP
AT EANDING
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(2)2x6 WILT-UP
AT INDICATED SHEARWALL
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- — — — — — — .......... -ROOF OVERHANG NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U.O.N.
............................ (SEE DETAIL
WOOD FRAMED HEADER LEGEND:
(2)2X6 BUILT-UP 04CALE:
POST(MIN.)TO *'=I'-0'(U.0X)
ALTERNATE: MATCH ABOVE OF HEADE r4 DO NOT SCALE
HUC41 0 or THIS DRAWING
Kt�LEASE DATE:
EQUIVALENT NOTE: GARAGE DOOR NOTES r(2-)2 x 7H 7RE��R 05-18-12
BLOCK SOLID BETWEEN I—ISION&
FLOORS AT ALL STUD POSfS I INSTALL(ij MSTA30 STRAP AT EACH END
OF GARAGE DOOR HEADER.NAIL STRAP QUANTITY QUANTITY
INTO HEADER AND JACKS BELOW.
OF JACKS OF KING STUDS
2. EMBEDDED STRAP AT EACH END OF GARAGE
DOOR OPENING SEE DETAIL"F*ON SD-1 NOTE:
. DFRAWN BY:
ALL WOOD FRAMED LOAD BEARING HEADERS CIVIF
3. GARAGE DOOR SHALL BE RATED FOR A I RkECKED BY:
MINIMUM DESIGN PRESSURE OF 25.2 pSf SHALL BE MINIMUM(2)2x6 N0.2 OR BETTER
SYP,INSTALL MINIMUM(1)JACK AND ET:
WALL LAYOUT-FIRST FLOOR (1)KING STUD AT EACH HEADER(U.O.N.) 4
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ABU44-Z POST BASE.STRAP POST TO
EACH BEAM ABOVE WITH H6-Z CLIP.
"HDQ8 HOLDOWN USE Ze SEE DETAIL"F"ON SHEET SD-7
ANCHOR BOLT W/15"
EMBED.(SET EPDXY) Jul
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EACH WAM ABOVE WITH H6 * *. HTT5
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ANCHOR BOLT w/15-
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EMBED.(SET EPDXY) MSTA30 STRAP AT EACH END
HOLDOWN x
OF GARAGE DOOR HEADER-NAIL STRAP
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ANCHOR BOLT W/15"
...................... .. ... ...... ..... EMBED.(SET EPDXY) THREADED ROD LEGEND:
RODS EXTEND X8-THREADED ROD FROM FOUNDATION TO DOUBLE
TO TOP OF PLATE.(4-MINIMUM EMBEDMENT REQUIRED) SCALE:
DO NOT SCALE
LANDING DOUBLE THREADED ROD FROM FOUNDATION TO UPPER FLOOR THIS DRAWING
PLATE DOUBLE PLATE.(4-MINIMUM EMBEDMENT REQUIRED) RELEASE DATE:
05-18-12
13 = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE REVIMNS:
= HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE
ic MINIMUM Y2-0 ROD TO HOLDOWN ANCHOR AND CONTINUE
TO DOUBLE PLATE ABOVE.
.9 DRAWN BY:
HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE CIVIF
MINIMUM Y2-0 ROD TO HOLDOWN ANCHOR AND CONTINUE CHECKED BY,
TO UPPER FLOOR DOUBLE PLATE ABOVE. FSS
THREADED ROD LAYOUT FIRST FLOQ—R SHEET:
S-61,
NOTE: ROOF SHEATHING
BRACE OVERFRAMING TO TRUSSES OR
RAFTERS AS REQUIRED TO MAINTAIN
MAXIMUM 64r SPANS-
2x6 OVERFRAMING J
(4).131"x3Y4' LL:
TOENAILS(TYP)
SIMPSON H3 CLIP
S2
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---.--.----2x8 No.2 SYP NAILED
--------------- TO TRUSS CHORD wl
(5).131"x3Y4'NAILS
--TRUSS TOP CHORD OR RAFTER U)
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@ 24"O.C. @ 24'O.C. POST(MIN.) Fit, Lu
TO HEADER
allow 0-
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r�44 0101_1;� 1*
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CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROJQEBjfjPj0)
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P_': Span Tables for No.2 SYP Rafters v__
(4)12x4 BU LT-U x4 Bl.ILT-U uj 12.,
No Ceiling Load-20 psf LL, Opsf DIL a-�-.
POST(MIN POST
(MIN.)
0
BEA� u_ SIZE 12"o.c. 16"o.c. 19.2z"O.CA-
2x4 91-1" T-10" 7'
(2)2x6 8
UILT-UP 2
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POST(MIN.) )I Y4"x 14"1 LVL TRUCTUI L RIDGE 2x6 15'-6" 14'-1" 13'-3' 1
MIN.2x6 RAFTE
TO HEADER IRS 2x8 20'-5" 18'-6" _W7�-5' z
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Span Tables for No.2 SYP Rafters-No Ceiling Joist-
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with Drywall Ceiling-20 psf LL,15 psf DL ;Z
OV RFRAME U)
(2)2x6 BUILT-UP,, Lu SIZE 12'0.G. 16"o.c. 19.2"o.c. 24'o.c- z U-
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POST(MIN.)AT 0 2x6 15'-6' 13-111" 12'-9" 5' !E L4
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u- 2x8 20'-5' 181-0 16'-5"
RIDGE . .... ....
114 8
.... .... .... .. (4)2x4 BUILT-UP
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POST(MIN.) 200 24'-10* 21'-6" 1
7'6
-71
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PURLIN BRArC.FAFTEF S_f0
Span Tables for No.2 SYP Ceiling Joist
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20 psf LL,10 psf DIL
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.......... SIZE 12"o.c. 16o-c. 19.2"o.c. 24'o.c.
u .............
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2x4 91-1" T-10* T-2" 6'-5"
2x6 151-61 13'-6" 12'-3' 11 1-0"
0 0.- 2x6 RAFTERS
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of @ 24'O.C.
....... ......... 2x10 24'-0' 20'-9" 181-11" 171-0"
cn ......... 202 __76FV____24q�_22�-3" ---
Span Tables for No.2 SYP Floor Joist
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40 psf LL,10 psf DL Pt
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x SIZE 12"o-c. 16"o-c. 19.2'o.c. 24*o.c.
CD,
2x6 91-81 81-10" 8'-4" 71-8"
2xl 0 164" _1�4-10 14'-0' IT-O"
2x8 IZ-101 111-8* 111-0" 10*-2"
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xT2___-7997—---fT-T*— ___TT4
14"TJI 230 2T-10" 21'-9" 191-11
(2)2x6 BUILT-UP-// '-(2)2x6 BUILT-Up 16"TJI 230 SCALE:
POST(MIN.) Roof Framing Notes: X=l-(r(U.O.N.)
POST(MIN.)AT TO HEADER DO NOT SCALE
NOTE: 1 ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP THIS DRAWING
RIDGE Y12 PITCH RAFTERS OVERFRAME ONTO 2. ALL RAFTERS SHALL BE MIN.2x8's @ 24"oc.(I.I.O.N.) RELEASE DATE:
Y12 PITCH ROOF PLANES(TYP.) 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS 05-18-12
NOTE: WITH(5)10d x IY2�NAILS EACH END. REVISIONS:
STRAP STRUCTURAL RIDGES 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL
COLLAR TIES TO RAFTERS WITH(5).131"x 3 Y4'NAILS.
TO POST SUPPORTS W/HTS24 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH(4)
STRAPS AND POSTS TO WALL BEAM .1 31*x 3Y4'TOE-NAILS.
BELOW W/CS16(TYP.) 6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER
THAN ADJOINING RAFTERS.(U.O.N.)
7" DRAWN BY:
7. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131'x 3 Y4*NAILS. 9 CMF
8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) CHECKED BY,
.131-x 3)/,'TOENAILS. FSS
9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON MTS12 SHEET:
ROOF FRAMING LAYOUT TWIST STRAPS WITH(7)10d x 1 Y2"NAILS EACH END OF STRAP.
S-10
ROOF COVERING(BY OTHERS)
9
RAFTER AS NOTED
ON LAYOUT
CEILING JOIST AS
NOTED ON LAYOUT-\ Xe OR'Y3Z RATED SHEATHING.EXPOSURE I-SHINGLE ROOF
7 CORNICE DETAIL 'Y32-RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF
DOUBLE PLATE (BY OTHERS)
'%2'RATED SHEATHING,EXPOSURE I-METAL ROOF
NUT WITH 3"x 3"x X"WASHER
FASTEN WITH 0.1 13"x 2*RING SHANK
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ALTERNATE:SIMPSON LBPS Y2 SLOTTED 0 NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
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WASHER WIT14 1"CUT WASHER- M
ly LL
V0 THREADED ROD lk 0
IJI --,-,-----GYPSUM BOARD
'X -HURRICANE ANCHOR AT EACH RAFTER(SEE
31A WITH x
Y813 x 6 Y4'TITEN HD ROD COUPLER 2x-SYP#2 SUBFASu ROOF FRAMING NOTES)
�,—SIMPSON (2)(�.131-x 3 Y4-ENDNAILS AT TRUSS
WITH l"CUT'NASHER -MINIMUM 1 Yf BEARING AT SEAT CUT
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TOENAIL RAFTER TO PLATE WITH(3)0.131'x 3 Y4'NAILS
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\ \-NAILCEILING JOISTS TO RAFTERWITH(4)0131"x 3"NAILS. Z X
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(U-0,N.)
\-(2)2x SYP#2 DOUBLE PLATE(I.I.O.N.)
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DETAIL-THREADED ROD ASSEMBLY GYPSUM BOARD
SD-3 V16'RATED SHEATHING,EXPOSURE 1.
FASTEN WITH 0.131"x 2 YY NAILS @ 6-O.C_ON Ilk u_
EDGES AND ITO.C.ON INTERMEDIATE SUPPORTS. 9
(U.O.N.)(BLOCK ALL EDGES)
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2x-SPF#2 STUDS @ 16-0-C.-U.O.N.(SEE WALL LAYOUT)
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ROOF COVERING(BY OTHERS) NUT WITH l"CUT WASHER
RAFTER AS NOTED 2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
ON LAYOUT
BOARD WITH 0.131'x 3 Ye NAILS @ 6"O.C. z
CEILINGJOISTAS - V 10
NOTED ON LAYOUT RATED STURD-1-FLOOR(T&G)SHEATHING
CORNICE DETAIL Xle OR' f RATED SHEATHING,EXPOSURE I-SHINGLE ROOF GLUED AND NAILED.FASTEN WITH 0.131-x 2 YY RING
lY32-RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF 0
SHANK @ 6-O.C,ON EDGES AND 12-O.C.IN THE
(BY OTHERS) 'Y32-RATED SHEATHING,EXPOSURE I-METAL ROOF rIrLU. C.D a
z
FASTEN WITH 0.113-x 2%"RING SHANK FLOOR JOIST(WOIST SHOWN,SAWN 505
NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. JOIST SIMILAR-SEE SECTION'C"ON u� co
SD-4 FOR OPEN WEB TRUSS) 0 w
Lu x
z
UT
3 JOIST AS
ON LAYOUT
ICE DETAIL
3THERS)
-----,-,------GYPSUM BOARD
'-,-HURRICANE ANCHOR AT EACH RAFTER(SEE GYPSUM BOARD
X ROOF FRAMING NOTES) RIM BOARD
MINIMUM I Y2'BEARING AT SEAT CUT
'x 3 Y4'TOENAILS
2x SYFP#2 SUBFASCIA WITH TOENAIL RAFTER TO PLAtE WITH(3)0.131'x 3 A'NAILS NAIL JOIST TO PLATE WITH(2)0.131
(2)O�131�lx 3 44"ENDNAILS AT TRUSS X4
(2)2x SYP#2 DOUBLE PLATE(U.O.N.)
tu
NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS.
(U.0-N.) TOENAIL RIM BOARD TO PLATE WITH
0.131-x 3 Y4'NAILS @ 8-O.C.
'-(2)2x SYP#2 DOUBLE PLATE(U.O.N.)
THREADED COUPLING AS REQUIRED
ci 7Li
GYPSUM BOARD
z
GYPSUM BOARD
2x SPF#2 STUDS @ 16-O.C--U.O.N.(SEE WALL LAYOUT) tz
__-2x SPF#2 STUDS@ 16*0.C.-U.O.N.(SEE WALL LAYOUT) m A
0 >
Xe RATED SHEATHING,EXPOSUF E 1. Via"RATED SHEATHING,EXPOSURE 1.
FASTEN WITH 0-131-x 2 Y2'NAILS�iD 6-0-C.ON FASTEN WITH 0.131"x 2 Y2'NAILS @ 6-0-C.ON
EDGES AND 12"O.C.ON INTERMEEITATE SUPPORTS. EDGES AND 12'0.C.ON INTERMEDIATE SUPPORTS.
(U.O.N.)(BLOCK ALL EDGES) (U.O.N.)(BLOCK ALL EDGES) SCALE:
)r=V-0'(U.O.N.)
THREADED ROD ASSEMBLY AT DO NOT SCALE
THREADED ROD ASSEMBLY AT THIS DRAWING
NOTED SPACING(SEE DETAIL-C' NOTED SPACING(SEE DETAIL'C' ELEASE DATE:
THIS SHEET) THIS SHEET) 05-18-12
9 REVISIONS:
2x-TREATED SYP#2 SILL PLATE WITH INSET WALL YY FOR STUCCO 2x-TREATED SYP#2 SILL PLATE WITH 1
INSETWAALLY SIMPSON Yex 6-TITEN HD(OR TITEN HD ROD COUPLER) APPLICATIONS SIMPSON X'x 6-TITEN HD(OR TITEN HD ROD COUPLER) .1
2-FOR STUCCO WITH 1-CUT WASHER @ 24'O_C_
APPLICATIONS WITH 1-CUT WASHER@ 24-O.C. 9
------.---SEE FOUNDATION DETAILS
RAWN BY:
-"-------SEE FOUNDATION DETAILS CMF
SECTION-TYPICAL EXTERIOR TWO STORY WALL CHECKED BY:
SECTION-TYPICAL EXTERIOR ONE STORY WALL SD-3 HEET: FSS
SD-3
D-31
Ll
TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2)�_SYP#2 DOUBLE PLATE(U.O.N.)NAIL
(TYPICAL DOUBLE PLATE SPLICE) K STUDS TOGETHER PLATES WITH 0.131*x 3"NAILS @ 8-O.C. 9
JOINT IN[LOWER PLATE 48*MINIMUM SPLICE LENGTH -JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND Ji1C STAGGERED v
MINIMUM NAILING OF WITH 0 131'x 3Y4'NAILS @6'0.(9-STAGGERED 7__TYPICAL STUD TO STUD TO PLATE NAILING
(16)0.131'x 3'NAILS IN THIS ZONE. THREADED ROD ASSEMBLY CENTERED (TYPIdAL) DOUBLE PLATE TYPICAL FRAMING AT CHANGE IN
PLATE HEIGHT STUD SIZE END NAIL TOENAIL
ON SPLICE IN PLATE OR THREADED ROD ONNECTION -------
8"MAX. ASSEMBLYWITHIN 12"ON EACH SIDE OF /-JACK STUD)AND KING 11C
JOINT. 6'MAX. STUD REQ(VIREMENTS 11\ I 2x4 (2) (3)
(SEE WALL LLAYOU ----T--MSTA36 STRAP CENTERED ON CHANGE IN
a LL.
PLATE HEIGHT
2x6 (3) (4)
2x8 (4) (5)
U.
o
EA D ROD.1 EMBLY WITHIN 20 0 (5) (6)
6'OF SPLICE IN LOWER PLATE _�� 2x4l BLOCKING BETWEEN STUDS TOENAIL I I I I z
ALTERNATE:IF ROD IS GREATER OR ENDNAIL EACH END TO ADJACENT 15
-NAILEACHI iCK STUD *ALL NAILS NOTED ARE 0.131'x 3 Y4'
THAN 6"FROM SPLICE-ADD STUD WITH(3)0.131"x 3 Yr NAILS _j
WITH(3)0.131'x 3 A'NAILS-TOENAIL ...
SSP AT SPLICE. R EN AIL(TYPI L Lu
all Lu uj
cl a cz
2x SPF#2 STUDS@ 16"O.C.(U.O.N.) o o
Z
< (SEE WALL LAYOUT)
HEADER NAILING REQUIREMENTS
40
6OUBLE'kLREQ Ri�b WHERE OPENING 2x6 (3)NAILS PER PLY LL #6 7,
WIDTH E CEEDS 6 N.) i
THREADED ROD ASSEMBLY AT
2x8 (4)NAILS PER PLY
NOTED SPACING 0,
2A 0 NAILS PER PLY
(5)
A:
v,
OINT SILL PLAT 2x12 (6)NAILS PER PLY
2x TREATED SYP SILL PLATE
I lim 11 9 Y2-LVL (5)NAILS PER PLY
z S"
11%'LVL (6)NAILS PER PLY z
P-4
14"LVL (7)NAILS PER PLY
4"MIN.; SIMPSON X'x 6'TITEN HD TYPICAL STUD TO SILL PLATE 4e
THIREADED ROD ASSEMBLY CONNECTION 55 V
12"MAX. 16"LVL (8)NAILS PER PLY
(WYOND) 0,
BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) 0 w)9
BUJILT-UP CORNER POST SIMPSON X'x 6 Y4'TITEN HD ROD COUPLER 00
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NA:LEACH PLYWITHO.131"x3 X"
NA LS @ 6-O.C.STAGGERED
z
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L DETAIL-TYPICAL WALL FRAMING CONDITIONS 0
SD-5
U-
12"MAX.
u,
--mm-
u.
------- -f----INSTALL MSTA24 STRAP
LOOPED OVER DOUBLE
INSTALL DSP CLIP@ 32"O.C.
PLATE.NAIL TO CRIPPLE ON
MAXIMUM SPACING (U.O.N.) EACH SIDE WITH(6)
.131"x I X2'NAILS.
DOUBLE PLATE STRAP CRIPPLE
JACKS AND KING STUDS TO HEADER WITH w
z
(AS NOTED) LSTA18 STRAP L3 tj
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HEADER(AS NOTED) <
---------------- 2x-BLOCKING(TYPICAL)
--------- -------
(3)0131'x 3 Y4-TOENAILS AT EACH END THREADED _::::::-----_-_-_�7-1--- ----7 F_ F 7 T1---TT---TI---T� _F r- F THREADED WSCALE�-
_T T---- -- 7 1
____---kAyJLp'ECAA&SILL PLY TO KING STUD ROD ASSEMBLY ROD ASSEMBLY V-0'(LI.O.N.)
DO NOT SCALE
WITH(3)0.131'x 3 Y4'NAILS-TOENAIL NOTE: THIS DRANNG
OR ENDNAIL(TYPICAL) NOTE: THREADED ROD ASSEMBLY RELEASE DATE:
BEVEL BLOCKING AS REQUIRED FOR MINIMUM I THREADED ROD ASSEMBLY NOT REQUIRED AT GARAGE 05-18.-12
Do NI
THIS I
LR7,
0
NOT REQUIRED AT GARAGE R VIS IW
Y2 NAIL PENETRATION INTO MAIN FPAMING DOOR OPENINGS(U.0-N-) DOOR OPENINGS(U.O.N.)
MMERS.ffYPICAL)
(2)2)(-SILL
SHEATHING MAY CANTILEVER UP TO 2' ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED
MAXIMUM PAST SUPPORTS.ALL WINDOW FLUSH HF:ADER coNDITION DROPPED HEADER CONDITION DRAWN BY:
ATTACHMENTS MUST BE ANCHORED INTO 2x- CMF
MEMBERS. CHECKED BY:
DETAIL-TYPICAL ARCH TOP OPENING DETAIL-DOUBLE PLATE',,6TRAPPING OVER WIDE OPENINGS SHEET: FSS
THIS DETAIL ONLY APP I LIES WH�N SPECIFICALLY REFERENCED ISD-51i
--INSTALL SPH_CUPS AT 32-O.C.AT DOUBLE
NOTE: PLATE
ATTACH DOUBLE PLATE TO STUD PER
ALTERNATE:MSTA24 STRAP LOOPED OVER
DETAIL"G"ON SD-7 DOUBLE PLATE NAILED WITH(6)10d x I Y2'NAILS
UPPER LEVEL STUD EXTERIOR BEAM(AS NOTED) INTO EACH SIDE OF STUD
DOUBLE PLATE UPPER LEVEL STUD U.:
CS16 STRAP(CUT TO LENGTH)FROM UPPER x
STUD TO BEAM BELOW @ 32'0.C.(U.O.N-). CS1 6 STRAP(CUT TO LENGTH)FROM UPPER _j !i
NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32-O.C.(I.I.O.N.).
NAIL INTO UPPER STUD WITH(11)10d AND NAIL
FIT BENEATH DOUBLE PLATE NAIL INTO UPPER STUD WITH(11)10d AND NAIL Lu
INTO BEAM WITH(11)10d NAILS. INTO HEADER WITH(11)1 Od NAILS-
z
-----BEGIN NAILING I'MINIMUM ABOVE SOLE PLATE BEAM BEARS ON(2)2x JACKS BEGIN NAILING 1-MINIMUM ABOVE SOLE PLATE 0
— ----- -----BEGIN NAILING 1"MINIMUM BELOW TOP OF (TYPICAL-U.0-N.)
NAILING NOT REQUIRED BETWEEN UPPER SILL
BEAM CONDITION: 1 ------- Z w
PLATE AND LOWER DOUBLE PLATE. z U) U.11
Z W LU
BEAM(AS NOTED) (NOTCHED BEAM) FLOOR SYSTEM(AS NOTED) 0 M
MIN 0 0
j X
BEGIN NAILING V MINIMUM BELOW DOUBLE 4 lu
DETAIL-CONNECTION OF UPPER LEVEL STUD OVER BEAM PLATE
Lu
THIS DETAk ONLY APPLIES WHEN SPECIFICALLY REFERENCED LU
DOUBLE PLATE
NAIL SHEATHING TO DOUBLE PLATE WITH
&
(2)ROWS OF 0.1 %
MONOLITHIC FOUNDATION-EXTERIOR 31'x 2Y2'NAILS @6'0-C. R @ 3-O.C. LOWER LEVEL HEADER(AS NOTED)
Y8'x 8'TITEN HD SCREW ANCHOR NAIL SHEATHING ALONG BOTTOM OF HEAPE 0 Al.;
or Ye"x 6'SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"0-C.OR
H_@ 32-O.C-
or Ye THREADED ROD SET 4 Y2'INTO ADHESIVE SP HEADER BELO
�G DETAIL-CONNECTION OF UPPER LEVEL STUD TO to Ir kip
EXTERIOR BEAM(AS NOTED) tv.
'\�7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
STEMWALL FOUNDATION-EXTERIOR DOUBLE PLATE
I * . C_
Y2�THREADED ROD SET 7"INTO ADHESIVE
BEAM INSTALLED BENEATH DOUBLE PLATLE
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x—JACKS 10
(TYPICAL-U.O.N.) Metal Connector Fastening Schedule I ,
IF EDGE DISTANCE EXCEEDS 5* SlnVson M LISP ID UIPAIMC acity(lbs) Fasteners Anchorage CU. 5 Z 0
USE MONOLITHIC CONDITION N.) Ln 9
CONDITION: 2 A35 MPA1 (12)0 13 1"x 1 V n/a 4
0 162'x 3%' .3
ABL;44-Z PAU44-TZ 2200(SYP) (12)0 162"x 2%'o (112 50 wl 7'embed Z
(DROPPED BEAM) 0
ABU66-7 PAU66-TZ 2300(SYP) (12)0 162"x 2%'nr(12)0 162'x 3%' 5/8"w/7'embed 0)
U.
CS16 RS150 1705�SY P or SPi (11)0 148"x 3"in each end-(22)total n/a z 0
I In
DETAIL TYPICAL DTT2-Z INSTALLATION 7"� DETAIL-EXTERIOR BEAM TO WALL CONNECTION DSP RSPT6-2 775ISY P or SPF) (8)0.148'x 11/Vinto studs YC z
.1 W U,
(6)0 148'x 1%"into double plate
SD-7 DTT2Z DTi 2145(SYP)1835(SPl:) (8)Y,"x 1'/2'SDS 1/2*w/4Y2"embed�mono)and Tembed(stem)
(USP DT%-TZ SIMILAR)
GBC HC520 n/a (5)0 131'x 11/.'into gable brace n1a
(7)0 131'x 21/2'tnto double plate Lou
MONOLITHIC FOUNDATION-EXTERIOR H2.5A n/a.use i 600�SYP) (5�0 131'x 21/.*in each end.(10)total n/a <
HZ5T n/a.use i 545�SYP or SPF) (5)0 131*x 11/2"in each end-(10)total nia Q
Y2'x 12"TITEN HD SCREW ANCHOR '13 RT3A 455(SY P) (4)0.131'x 21/2'm each end-(8)total nia '0
ALTERNATE ANCHOR: H6 Li 950(SYP)820(SPF) (8)0,131'x 21/2"m each end-(16)total ri�a Co
or Ye THREADED ROD SET 7"INTO ADHESIVE U_ -
We D
2"x Ye#ASHER HIS RT8A 745(SYP) (5)0 148'x IVin each end-(10)total x
X2'x 6'TITEN HD w/ HDO8 rife.use LPHD8 7630(SYP)5495�SPF) (20) x 3"SDS 7/8"wl 16'oml)ed(SET epoxy only)
EXTERIOR BEAM 1 1 5. EL
STEMWALL FOUNDATION-EXTERIOR 5845(SYP)4065�SPF) (14)Y4"x 2%"SDS 518"wl 7' mbad�mono)-1 12'embed(starn)
HDJ5 PHD5
(AS NOTED) HDU8 PHD6 6970(SYP)5020(SPF) 718"wl 15'embed(SET epoxy only)
(20)Y,"x 3"SIDS
Y8'THREADED ROD SET 12'INTO ADHESIVE
HTA16
H6 CLIP FROM HETA16 — 1810(SYP)_(10)0 148"x 1V 4'embed a
POST TO BEAM HTS20,HTS24 or HTS30 HTW20,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0 148"x 3"in each end-(20)total We
INTERIOR A"UCATIONS- HTSM16 ori HTWM 16 or HTWM20 1175(SYP) (8)0 148'x,3'into wood Na
. ..........
�LAP BEAM PLIES AND .......... into dku
IF EDGE DISTANCE EXCEEDS 5"USE (4)Y. .1. Titan into concrete
Y2'X 12'TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) HTT4 HTT4 4235(SYP) 36410�Si (18)0.162"x,21/2' 5�8'wt 7"embed(mono)and 12"embed(stem
or Ye x 8"TITEN HD SCREW ANCHOR 0.131'x 3 X'NAILS PER PLY HTT5 HTT5 5090(SY P) 4375(SPF) (26)0,162"x 2Y2' 58"wl 7'embed(mono)and 12"embed�stom� w
_TP4 P4_F (12)0.131"x 1 V 40
"JI 1235(SY P)111 0SPF) (7�0 148"x 3"in eac h end-(14)tot al n1a 0
or/e THREADED ROD SET 6'INTO ADHESIVE \_ LSTA 18 LSTA18
PT POST(AS NOTED) I
LTS 12 LTW 12 775(SYP)665(SPF) (5)0 148'x 3'in each end-(12)total n/a <
MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0 148'x 3'in each and-(18)total We o
DETAIL TYPICAL HTT5 INSTALLATION '\—H6 CLIP FROM POST k 2
MSTAM24 MSTAM24 1500(SY P or SPi (9)0 148'x 3'into wood
SD-7 (USP PHQ)5 SIMILAR) TO BEAM
PT posflAS NOTED) IS)Y."x 21V Titan into CMU
(5)X.,x 11% Titan into concrete 7 ME—
\EXTERIOR BEAM ABU po§T BASE MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0 148"x 3"in each end-(22)total rVa 1'-�O'(LI.O.N.)
MONOLITHIC FOUNDATION-EXTEMOR (AS NOTED) (AS NOT-EM) MSTA36 V STA36 2050(SY P or SPi (13)0 148"x 3"in each end-(26)total rua DO N93T SCALE
MSTAM36 MSTAM36 18 70(SY P or SPIF) (13)0 148 3"into wood n/a A
THIS 16RAWNG
Ye THREADED ROD SET'15'INTO ADHESIVE Ve THR&NDED ROD (8�Y"x 2,1/,,",Titan into CMU RELEASEF
PLAN VIEW AT TOP OF POST ............
0. i WITH NOT SET IN x 1 w.Titan mi�con �ATE
I �ITsu or MTS20 M TW 12 or MTW20 1000(SYP)860(SPF) (7)0.148'x 3'in each end-(14)total n/a 05-116-12
STEMWALL FOUNDATION-EXTERM .0 ADHESIO MTSM 16 or MTSM 20 HTVVM 16 or HTWM20 860(SYP) (7)0.148'x 3"intoNood n1a REVISIOW:
(7-EMBPMENT) (4)X"x 21/4"Titan into CMU
Ye THREADED ROD SET 15'INTO ADHESIVE ............. ............. 11 4 1 1 1.X 1 11 x-1 11%-tit.9,n.,into co,n.crate f
PA51 TA51 3685(SY P or SPi (21)0 162"x 21,�'or 1)0 162'x 3%' 4'embed
INTERIOR APPLICATIONS- SPH4 or SPH& SPTH4orSPTH6 680(SYP)585SPF) (12)0 148"x I%' ri�a
IF EDGE DISTANCE EXCEEDS 5"USE SSP RSPT6 350(SYP or SPF) (4)0 148'x 11/.'into studs Na
4 STHD14 __�44_30(SY P ��LO,141'x lVinto double plate
THREADED ROD SET 8'INTO ADHESIVE STAD14 or SPi 148 x 3 V 114"embed
9 DRAWN
Notes:
MF
SIDE VIEW AT BASE OF POST 1.All connectors are manufactured by Simpson Strong-Tie of USP Structural Connectors(L1 O�N.)"___ CHECM
BY:
2 SYP=Southern Pine,SPF-,Spruce-Pine-,ir -—---------
DETAIL TYPICAL HDU8 INSTALLATION 7'� DETAIL TYPICAL CONNECTIONS AT EXTERIOR POST SHEET:
3.Mono�monolithic concrete.stem=masonry sternwall or bond beam
SD-7 (USP PHft SMILAR) SD-7 4.An chorage refers to threaded anchors vvith noted diameters and embedment depths
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GENERAL NOTES:
13ESIGN SPEtIFICATIONS: ra
1, The scope of these plans is limited to the structurall requirements of this project. 8, All concrete slabs on grade shall be the thickness as indicated on the d wings over
bing and HVAC),waterproofing, minimum 6 mil.polyethylene(visqueen)vapor bamer.Slabs shall be reinforced with
Project has bftn designed in accordance with the 2010 Florida Building Code, Architectural,civil(site),electrical,mechanical(plufm 6x6 W1Ax1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185,
Residential,armd the Florida Building Code, Existing Building(as applicable). and flashing requirements are not addressed in thLase plans. or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY
rformed in complying with ASTIVI C1 116(u.o.n.). J
that this work be pe it
DESIGN CRITERIA: 2. It is the intent of the Engineer of Record(Enginee 0 having jurisdiction over this type f
conformance with all requirements of the authoriti Slabs on grade shall bear on structural fill which shall be clean sand free of debris and
Wind Design IMethod ASCE 7-10 of construction and occupancy. other deleterious material.Structural fill shall be compacted to a density of at least LU
treated C4 M I
Basic Wind Speed: 130 mph nstruction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Fill shall be LL 0
Building Category: 1] 3. The contractor is responsible for the means and Trilethods of co I=
with termite poison before slab is placed. 0 Z
Wind Importalftce Factor: 1.0 contractor's sole responsibility to determine the pr(9cedure,sequence,and temporary
nent parts during
Wind Exposurre: C(Enclosed Structure) bracing as to insure the safety of the building and iOs cOmPO 10. Footings may bear upon undisturbed soil or upon structural fill- Structural fill shall be UJ
Residential dified Proctor Maximum Dry Density
Building Clas%ification construction. compacted to a density of at least 95%of the Mo 0
Building Type,,: Type V Construction (ASTM DI 557)for a depth of at least two feet(Z-0")below the bottom of the footing. Z LU UJI
a
Wind-Bome D NOT located in the wind-borne debris region e contractor shall verify all conditions and dimet9sions at the job site prior to _J 0
)ebris: 4. Th 4
nsiderations shall be the responsibility of the commencing work. 11. The following minimum concrete cover shall be provided for reinforcement: 0:
W UJ
Unless otherwise noted,project site co lude,but shall not be limited to, tlihe work all inserts,anchors,angles, 3" Concrete cast against and permanently exposed to earth Z
'9wner and/or(contractor. Examples of such items inc 53
a W
5. The contractor shall supply,locate,and build into ncrete exposed to earth or weather UJ
-s mponents as may be 2" Co
determinatioR of grade elevations,drainage features,and special requirement plates,openings,sleeves,hangers,slab depressi(gns,or other co 1 1/2"Concrete not exposed to earth or weather
ted wilth FEMA flood hazard and/or DEP zones.
associa required to attach and accommodate other work.
n concrete shall be lap-spliced with t WiD@--
0-
N
DESIGN DEAD LOADS: 6. All details and sections shown on the structural d(Awings are intended to be typical 12. All continuous reinforcing steel i
11@tion elsewhere in the work except minimum lengths:
I co
and shall be construed to apply to any similar situ
#4 bars: 21"minimum
Floors: wood decking or where indicated otherwise. #5 bars: 26"minimum UJ
The design f1loor dead load of 12 psf assumes a floor system utilizing :C/)
wood subflo(�Jring over wood truss,wood I-joist,or solid sawn lumber framing. The floor fer to the structural drawings for all structural cpetails and sections. The contractor #6 bars: 3Z'minimurn Z
yl,wood or ceramic tile. The Engineer shall be 7. Re of conflict between the structural Co E
covering is a;%sumed to be carpet,vin shall contact the Engineer for clarification in case§ 13. Reinforcement in footings shall be bent around comers or comer bik pe u5)d- Z
W-0
til pfrlior to commencing work.
notified if theifloor coverings differ from the noted assump ons drawings and any drawings prepared by others
14. The contractor shall provide spa it....... >LU
cers,chairs,bolsters,etc.,nec
tto obtain a soils exploration report. ' V% F �2
'Roofs: inforcing steel.Support items which bear on exposed concrete surfa ave A Z 0
8. It is the owner's and/or contractors responsibility Capacity of re 6! U)9
Metal(br Shingle: 10 psf(Rafters)7 psf(Wood Truss) The design of the project structure assumes an aillowable soil bearing 0 (90
ditions encountered differ from the ends which are plastic tipped or stainless steel, z LU
Z
�te or Clay Tile: 15 psf 2000 psf. The Engineer shall be notified if soil cc4n
Concrit oil compaction
Refer to Architectural Plans for Roof Covering System noted assumptions. All requirements for site preparation and s
6ass more stringent requirements are MASONRY: 0
specified in the soils report shall be followed unl LU
DESIGN LIVAE LOADS: specified in these plans. General:
Floors: CONCRETE: 1, All masonry work shall be in accordance with"Building Code Requirements for U01 -L
Extenibr Balconies: 60 psf
Lgilding Code Requirements for Masonry Structures,"ACI 530-08,and Specifications for Masonry Structures,"ACI - UJ
Exteriibr Decks: 40 psf 1 All concrete work shall be in accordance with"B 01 .9 j�
"ACI 301. 530.1-08 J
Stairs;: 40 psf(or 300 lb point load) at U
Structural Concrete,"ACI 318-08,and"Specific lion for Structural Concrete,
Garages- 60 psf(or 2000 lb point load) th of
40 psf -impressive strength at 28 days: 2. Grout shall conform to ASTIVI C476 with minimum 28 day compressive streng
All Other Areas: 2. All concrete shall have the following minimum co 2000 psi per ASTM C101 9. Grout shall be mixed to provide a slump between 8"to 11
Slabs on grade,footings,and misc.concrette: fc=2500psi
Attics: Structural slabs,walls, beams and columnv.- fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
.s fc=3000psi
Withftt Storage: 10 psf Designated radon zones only-all concrete. in brick veneer.
With Limited Storage: 20 psf
STM C1 50)
With Storage: 30 psf(fixed stair access) 3. Cement shall conform to"Specification for portlaInd Cement"(A 4- The contractor shall be responsible for the design and installation of all flashing.
0 s,
5� 9 1
ates"(ASTM C33) 12
Roofs: 4� Aggregate shall conform to"Specification for Cooicrete Aggreg Concrete Masonry(CMU): .2
Less ban 4:12 slope: 20 psf
4:12%lope or greater: 16 psf 5. Water shall be clean and free of injurious amouh4s of oil,acids,alkalis,salts,organic sonry units(CMU)shall be A ann
aterial or other substances that are deleteriou§to concrete or steel reinforcement. 1. Concrete ma
m Concrete Masonry Units,normal weight,wi SCALE:
X,=V-V(U.OX)
DEFLECTI(ON CRITERIA: 1 goo psi(fm=l 500 psi). DO NOT SCALE
6. Reinforcing steel shall be ASTIVI A615 Grade 40)!unless otherwise noted on the THIS DRAWING
Walls: structural drawings.All reinforcing details shall dpriform to"Details and Detailing of All continuous reinforcing steel in masonry life ILI led Carfollw RELEASE DATE:
jiled otherwise on the structural 2. 05-18-12
Brittl%Finish(wind load): U240 Concrete Reinforcement,"ACI 315, unless deta-. minimum lengths: RMIONS:
Flexible Finish(wind load): U120 drawings. #4 bars: 2
-Floors: ment of reinforcement #5 bars: 2::
Live Load: U480* MCE
7� Tolerances for foundation and slab alignment a§well as place #6 bars: 3 D FOR CODE COMPLUNCE
m� Tatail Load: U240* shall be in accordance with"Standard Toleranc,@.s for Concrete Construction and CITY OFATUNT IC
Increas6chfloor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges ma�y-be up to 1/2"inside of the sill plate. WqMffltft Mk%ftCH DRAWN BY;
3. Grout all cells contai g vertical roo
CMF
REQUMEMENTS AND CONDW dn the wall
Roolrzs�- 4. Provide cleanouts ACI 530-1-08 in the bottom course af masonpPL CHECKED BY:
Live Load: L/240 height exceeds 6-0" REVZWEDBY.- DAM SHEET: FL-,_
*Otail Load: U180 4 S-1
5. Beam reinforcement shall be continuous across control joints.
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- -— — — —— '--BRICK APRON .1 SCALE:
24*x 24"x 12"PAD FO;)TING ALL AROUND V=1��(U.O.N.)
-2- DO NOT SCALE
WITH(2)#5 EACH WAY(TYP.) 11'4" 48'-4" SEE ELEVATIONS THIS DRAWING
SEE DETAIL"E"ON SDA 65'-2-
RELEASE DATE:
CJ SUGGESTED CONTROL JOINTS 05-18-12
LOCATIONS(SEE DETAIL"T'ON SD-2) REVISIONS:
DENOTES TWO STORY
FOOTING CONDITION
DRAWN BY:
CNIF
CON RACTOR SHALL VERIFY All DIMENSIONS CHECKED BY:
USING FINAL APPROVED FLOOR PLAN PRIOFR FSS
TO CONSTRUCTION- SHEET:
FOUNDATION PLAN S-3
NOTES:
9
V
1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED wiTH2x6 spF N0.2
STUDS @ 16-O.C.FOR PLATE HEIGHT OF 9#-1 y8--U.0-N.
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4
0
SPF No-2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9-1 U,O.N� 0
u.
ui
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS-FLEXIBLE'(SIDING)-U.O.N. a co
NOTIFY ENGINEER OF ANY VARIATIONS. z 2
0 t-
o z
w
T
Lu
0 w ui
2
o
_j uj
_5 II.-
CON 2 SPANS :1
9 :-:W
(2)2X8 HEADER
2J 2K
Ka
0
(4)2x4 BUILT-UP-,, -j.
z 4L
Lu
POST(MIN.)
c- AT RIDGE SHEARWALL LEGEW ;�-%.�>
o
.....................
%
z 3 CEILING LEVEL) NON-BEARING WALL
0
BEARING WALL
SOLID z
(2)2xlO HEADER--,,"
-6 uj iE z
/-CORNER —SW
. . .....................
SHEARWALLS FASTENED WITH
...................
(3)1 Y4*x 14 LVE -x2Y
a2xl2 8d COM(OA31 f)NAILS @
6"O-C-ON EDGES AND 12"O.C.
-� ---� .�:,— — — — .. -- U.,
cl)
n, 3'.BEARING FOR LVL ID CORNER ON INTERMEDIATE SUPPORTS.
VL
=77 L
(WIN.14)STUDS) �(4)2:
(2)2X6 BUILT-U 2.5-BEARING FOR(2)2x4-2 il BUILT-UP
POST(MIN.) U. =3:9
POST(MIN.)AT ........
cn AT FgDGE SW-3
cr RIDGE
[*** *. . >
< uj 2x6 FRAMED ....... z I w-
a- 0 Cj (BRkEAT..' SHEARWALLS FASTENED WITH �D
cn < ........
-1 Lo
WALL CEILING LEVEL) '
...... 8d COM(0.131'x 2 Y2-)NAILS @ 99
....... ....... co
3"O.C.ON EDGES AND 12"0-C-
co
z ......... ...... X
!1� C4
Z
Z
0 ON INTERMEDIATE SUPPORTS.
—�SD4 H
(2)2x6 BUILT-UP-,
(2)218 HEADER SHEATH BOTH SIDES OF WALL
D
LL
2J lK g
POST(MIN.) z
<
El I NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U.O.N. .2
EXTEND SHEARWALL TO�/ \�fEXTEND SHEARWALL TO WOOD FRAMED HEADER LEGEND:�
r(2)2X8 HEADER 'UNDERSIDE OF ROOF SHEATHING SCALE:
(2)2x6 BUILT-UP UNDERSIDE OF ROOF SHEATHING
POST(MIN.)AT NAIL SHEATHING TO DOUBLE NAIL SHEATHING TO DOUBLE SIZE l-T(U.O.N-)
OF HEADER DO NOT SCALE
RIDGE PLATE w/0.131"x 2Y2*@ 6"O.C. CONT.(3)SPANS PLATE wl 0.131"x 2Y2"@ 6"O.C. THIS DRAWNG
(PENETRATIONS ALLOWED .(PENETRATIONS ALLOWED RELEASE DATE-
FOR HVAC ELECTRICAL) (2)2x—HEADER 05-18-12
FOR HVAC I ELECTRICAL) J REVISIONS:
QUANTITYJ \%-QUANTITY
OF JACKS OF KING STUDS
3�
NOTE: 9. DRAWN BY:
ALL WOOD FRAMED LOAD BEARING HEADERS CMF
SHALL BE MINIMUM(2)2x6 N0.2 OR BETTER CHECKED BY:
SYP.INSTALL MINIMUM(1)JACK AND SHEET: FSS
WALL LAYOUT-SECO&a FLO—OR (1)KING STUD AT EACH HEADER(U.O.N.)
s
9
C14
0 J
0 ul
_j
LL
Im
0
Lu z
T
f
0
U) Lu
UJI Lu
a
ui
0 U)
Lu ui
UJ
z
............
_5 f
_�_�'-_HTS24 AT e
BEAM A�
Cr� z
ts
C, 0
00 z
0
. ..................................
.............. 0.
#12 0R,
LL
ui z
Lu
Lu
Till cn
cn /-HTS24 AT HTS 16 AT..\
BEAM SPH AT TOP
SEE DETAIL"A"or' BEAM �,,-HTS24 AT
.............. .... ... PLATE&CS1 6
ON SD-7 ................. BEA D
TO BEAM BELOWN ..M 4
Lu
CL
__SPH AT TOP PLATE < 0
AND(2)CS16 TO Lu
0 Imo
W .......
....... WALL BEAM BELOW
z (2)OSA BETWEEN-/ ........::...
FLOORS ALIGNED
wl HOLDOWNS BELOW ........
............. 7�
........... .......... .........
. .............
2)CS16 B�TWEEN
........................ FLOORS A�IGNED
(2)CS16 BE
TWEEN w/HOLDOWNS BELOW g
HTS24 AT,\
ORS ALIGNED
FLO :j
BEAM SPH A
w/HOLDOWNS BELOW T TOP PLATE s
8
AND(2)CS16 TO
WALL BEAM BELOW THREADED ROD LEGEND:
X8'THREADED ROD FROM FOUNDATION TO DOUBLFE
ON SD-7 I —
PLATE.(4-MINIMUM EMBEDMENT REQUIRED) SCALE
\--SPH AT TOP– X"=VZ(U.O.N-)
DO NOT SCALE
PLATE&CS16 THIS DRAWING
TO BAND BOARD THREADED ROD FROM FOUNDATION TO UPPERFpi OOR
DOUBLE PLATE.(4-MINIMUM EMBEDMENT REQUIR(4D") FEL ASE DATE:
05-18-12
c3 = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE REVISIONS:
= HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.ftUPLE
MINIMUM Y2'0 ROD TO HOLDOWN ANCHOR AND CONTINUE
TO DOUBLE PLATE ABOVE.
A DRAWN BY:
4) HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.(�OUPLE 9 CMF
MINIMUM Y2'0 ROD TO HOLDOWN ANCHOR AND CONTINUE I CHECKED BY:
TO UPPER FLOOR DOUBLE PLATE ABOVE.
THREADED ROD LAYOUT-SECOND FLOOR SHEET 'SS
S-7
9
0 z
ru
Lu L"
0
Ul uj
i-
_3 f.Z
2
U,
............. .......................................
......................................................... . ..........
Z
0*lir
z
Ez'
-ui m Z W
0 �-- ;Z
NOTEi: 0
_�x
BLOCK<BETWEEN cli
'c'
FLOOW TRUSSES UNDER ui
z
ROG LLS ABOVE(TY
....................... L i..
04
LL
WA
IF8
Mllrli%'LVL'-. mm
>
uj
LL
(3) F20
LV
�2).l 4 X9 4 L
AT LANDING
_j
0)
0 >
S @ I O.0
z r
9 2
L L ....k
il:
LL
............../ ..........*............ . .................. .
..............
NOTE:
SCALE:
INSTALL H8 CLIP AT EACH H8 CLIP AT EACH X'=V-G'(U.0.N.)
FLOOR TRUSS BEARING OVER CANTILEVERED JOIST DO NOT SCALE
REAR COVERED PORCH THIS DRAWING
RELEASE DATE:
05-18-12
REWSIONS:
DRAWN BY,
CMF
-CHECKED BY,
FSS
SHEET:
LOWER TRUSS LAYOUT 8
9
cli
0
0 U.
-i
U.
z rn
0
tu z
0 w FL-U:
Lu uj
a ix
o
z uj
W
..0 �-:w
ui z
2X6 CEILING JOISTS 24-O.C-(U.O.N.) Lu
"oval Z
Slo
Lu:
co
Lu
Lu:
/VAULTED 0 VAULTED\
7 : �Z-
0
x Lu.
13 w z
U-: z
. .................................................
LLJ
Z
31111 71� :
Z!y
S2
U-
0 cn
L4
............. . z
..........
A3LI�Lx L1�18'LVL
El (212x12
VAULTED\
Lu
0-
..............
LLI LL
...........
/VAULTED VAULTEE
> cr
co co ...................... /VAULTED
cl)
...................
U--
Ci
g
Z: w
/VAULTED
>
Z
A 2
SCALE:
E
X'=1*-(r(I.I.O.N.)
DO NOT SCALE
THIS DRAWING
ELEASE DATE:
05-18-12
EWSIONS:
DRAWN BY:
CMF
CHECKED BY:
FSS
CEILING LAYOUT-SECOND FLOOR HEET-.
S-9
co
BRICK VENEER WITH V AIR SPACE A
9
AND WALL TIES BRICK VENEER WITH V AIR (1)#5 CONT, Cli
CONT.FLASHING;PROVIDE WEEP HOLES SPACE AND WALL TIES —FILL JOINT WITH ELASTOMERIC /—SILL PLATE
@ 33"O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER
SILL PLATE GROUT AIR SPACE BELOW FLASHING WEEP HOLES @ 33-O.C. CONCRETE SLAB Z //--HEIGHT OF CUR B VARIES(8"
2 6"MIN. MAX-)
CONCRETE SLAB GROUT AIR SPACE BELOW
SILL--\—
cli FLASHING GRADE--\ CONCRETE SLAB "I
z PLATE X LL
CONCRETE SLAB
DE-,
(1)#5 CONT. F
co 7724 '�7, I
GRADE-, IN,
CMU STEMWALL WITH(1)#4 @ 48-O.C.
GFwi AND IN EACH CORNER. S:2
8'CMU STEMWALL WITH(1)#4 @ 48-O.C.
FILL CELL SOLID AT EACH#4 REBAR.
u IN EACH CORNER.
FILL CELL SOLID AT EACH#4 REBAR. 0 HOOK REBAR 12"INTO UPPER COURSE
0 O�BLOCKS AND 6"INTO FOOTING. a -
...EBAR 12"INTO SLAB AND 6"INT 6 V-0- ONE STORY-(2)#5 CONT. 175
FOOTING. -4- 0 UJI
1 TWO STORY-(3)#5 CONT.
V-8- ONE STORY-(2)#5 CONT. lz
0
ONE STORY-(2)#5 CONT. ONE STORY-(3)#5 CO T. V-8- TWO STORY-(3)#5 CONT.
V-8- TWO STORY-(3)#5 CONT. TORY-(3)#5 CONT� z w
�A
SEVION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE
N
IF STEMWALL HEIGHT EXCEEDS 48"CONTACT NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS- P
F
/—CONCRETE SLAB
SILL PLATE—
CONCRETE SLAB SILL--�
cwo
z PLATE CONCRETE SLAB (>
;o GRADE—,
CONCRETE SLAB
GRADE--,, I" GRADE
N'x\\/ll>�'_l\\\/'-
(1)IF5 CONT.
8'CMU STEMWALL WITH(1)#4 48"O.C. GR�ADE
,0 \11�/
INFORCEMENT(AS NOTED)
OZ
X AND IN EACH CORNER-
<
MU STEMWALL WITH(1)#4
FILL CELL SOLID AT EACH#4 REBAR.
L4 z
@48'0-C-AND IN EACH CORNER. Lu
HOOK REBAR 12"INTO SLAB AND 6"INTO
FOOTING. FILL CELL SOLID AT EACH#4 REBAR.
6' HOOK REBAR 12"INTO SLAB AND 6" S NOTED) REINFORCEMENT(AS NOTED) U-
ONE STORY-(2)#5 CONT.
V-8" ONE STORY-(2)#5 CONT. TWO STORY-(3)#5 CONT. 1-9 (2)#5 CONT- INTO FOOTING.
V-8' TWO STORY-(3)#5 CONT. uu,
SECTION-STEMWALL SECTION-MONOLITHIC SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT PORCH THICKENED EDGE
B rE t2
��Dl NO W: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT U) RD;9
[ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
�D
BRICK VENEER WITH VAIR SPACE ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
AND WALL TIES
—CONT.FLASHING,'PROVIDE WEEP HOLES
—STHD14 STRAP NAILED TO
@ 33'0.C� BRICK VENEER WITH V AIR SPACE AND GARAGE DOOR POST- ta
x PA51 STRAP NAILED TO GARAGE I
GROUT AIRSPACE BELOW FLASHING WALL TIES EMBED STRAP INTO FOOTING
DOOR POST.BEND STRAP INTO
H AS SHOWN.
/—(1)#5 CONT- CONT.FLASHING,PROVIDE WEEP 2 U- FOOTING AS SHOWN.
SILL PLATE— 0 z
HOLES @ 33-0-C. 0
C-4 0 Lu Z
FILL JOINT WITH ELASTOMERIC 6"MIN. GROUT AIR SPACE BELOW FLASHING ;s W
< cf)
JOINT FILLER z M cn
2 6ILL —HEIGHT OF CURB VARIES(8-MAX.) cwn Lu LL
= le
9 PL z
ATE _#4 WITH 6"HOOK INTO FOOTING 0 SCALE:
V5 <
RETE SLAB Z
Z/—CONC
RETE SLAB GRA) Lu < Y4.=P-0-N 0 N.)
WNG AND BENT 12"MINIMUM INTO
GRADE—., THICKENED EDGE. DO NOT SCALE
THIS DRAWNG
NIA"el r--GRADE RELEASE DATE:
CMU STEMWALL WITH(1)#4 @ 48*0�C,
05-18-12
Cl AND IN EACH CORNER.
REVISION$:
FILL CELL SOLID AT EACH#4 REBAR_ 7/, GURA—DEE
HOOK REBAR 12',INTO UPPER COURSE
\�A\
OF BLOCKS AND 6'INTO FOOTING.
6- ONE STORY-(3)#5 C T. INI�1\�l I
,�,\,)>X X>/\
x
ONE STORY-(2)#5 CONT.
#5 CONT. DRAWN BY:
CMF
CHECKED BY:
SEVION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK rF--� DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION(MONOLITHICL FSS
�,�Dl NOTfE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SHEET:
FENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITION&REQUIREMENTS.
SD_1__Nj
SHOWER AREA
(2)MSTAM36-Z STRAPS
FOOTING 9
,,,—MONOLITHIC v
SHOWER AREA
--NAIL EACH STRAP TO CRIPPLE STUD
WITH(13)10d COM NAILS
8"CMU STEMWALL 3"MAXIMUM OVERHANG
FASTEN STRAP TO FOUNDATION
FORM EDGE (OPTIONAL)
9 x 2y'CONCRETE
PLAN VIEW —CONCRETE SLAB WALL WITH(8)X 4 LL
SCREWS INTO MASONRY OR
PLAN VIEW C4
LL
(8)Y4'x 1 X"CONCRETE 0
SCREWS INTO CONCRETE. 04
CONCRETE SCREWS SHALL BE
SEAL
POWERS"TAPPER"WITH PERMA-
z
/(l)#5 CONT.
(1)#4 CONT. GRADE— FINISH OR EQUAL.
6'MiN.
STEMWALL WITH(1)#4 @
HEIGHT OF CURB VARIES < --STRAP SHALL BE COVERED WITH w
'.4t$'O.C.AND IN EACH CORNER.
SILL—\ /,-Il)#4 CONT.
SILL— a
SIDING OR STUCCO
FILL CELL SOLID AT EACH#4 z M Lu
PLATE
ONCRETE SLAB c"I /—HEIGHT OF CURB VARIES(8"MAX.)
—C Lu uj
PLATE z. AR.HOOK REBAR 16"INTO NOTE- 0 a
6"MINA PORCH SLAB AND 6"INTO o
GRADE-\
THIS DETAIL MAY BE SUBSTITUTED FOR
FOOTING. EITHER THE PA51 STRAP(STEMWALL)
/--CONCRETE SLAB
GRADFr_ OR
(2)#5 CONT.
X/1\1 THE STHD14 STRAP(MONOLITHIC). U.
Ili z
8'CMU STEMWALL WITH(1)#4 @ 48-O.C.
D
AND IN EACH CORNER.
r ILL UFLL SOLID AT EACH#4 REBAR. SECTION-PORCH STEMWALL rR ETAIL- EMBEDDED STRAP ALTER
Z
HOOK REBAR 12'INTO SLAB AND 6*INTO §D-2,) NOTE: IF STEMWALL HEIGHT EXC-EDS 48"CONTACT SD-2
FOOTING. ENGINEER FOR ADDITIONAL REQUIREMENTS-
6' VP ,, -1
-0.
-0" ONE STORY-(2)#5 CO T.
-8. ONE STORY-(2)#5 CONT- 1'-4"-' TWO STORY-(3)#5 CONT- NOTE: Z�j
#5 CONT. __"�'-e
SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH vo
S<r- Z-4
SEC NOT TO BE DAMAGED DURING THE CUTTING PROCESS. =21 *
rG TION-STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER (TYPICALLY I-4 HOURS IN WARM WEATHER) "'k, z - I
z
CONCRETE SLAB
��D-2 NOAFE- IF STEMWALL HEIGHT EXCEEDS 48'CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
Z
FILL CUT WITH V DEEP XY8"WIDE SAW
ELA
STOMERIC CUT AT DENOTED
FILLER z
GRADE--, ki)#5 CONT. LOCATIONS.
—CONCRETE SLAB w
CMU STEMWALL WITH(1)#4 @
SILL --CONCRETE SLAB 18
LL
PLATE 48"O.C.AND IN EACH CORNER.
—LID AT EACH#4
41 Lo
N
REBAR.HOOK REBAR W INTO
PORCH SLAB AND 6"INTO
6 FOOTING. CONCRETE SLAB
V-8' (2)#5 CONT.
'(1)#5 CONT. tu re
1'47
ONE STORY-(2)#5 C NT.
l'-8' TWO STORY-(3)#5 CONT.
�H S�VION INTERIOR BEARING CK) SECTION THICKENED EDGE SECTION PORCH STEMWALL WITH BRICK KT-� SECTION-TYPICAL SAW-CUT CONTROL JOINT
NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT �D2
sD
�D2 ENGINEER FOR ADDITIONAL REQUIREMENTS.
CURB HEIGHT VARIES BEARING POST(AS NOTED) SCALE:
CONCRETE SLAB CONCRETE SLAB X'=V-0'(U.0,N.)
SILL—, Ag DO NOT SCALE
CONCRETE SLAB THIS DRAWNG
PLATE
CURB HEIGHT VARIES RELEASE DATE:
LL
Xll
A
(AS NOTED) REINFORCEMENT(AS NOTED)
STORY-(2)#5 CONT. DRAWN BY:
STORY-(3)#5 CONT. CMF
SECTION NON-BEARING STEPDOWN CHECKEDFBY,
SECTION-BEARING STEPDOWN EP) SECTION-INTERIOR BEARING PAD FOOTING 7OD-2,/ SS
\LD-,2,/ sD.v SHEET:
SD-2_�
—SILL PLATEIQELOW)
/-2X CORNER FRAMING FULL 9
El— cli
H GHT STUDS(TYPICAL)
2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND ,,,--(2)ROWS OF 0.131"x 3 X"
NAILS @ 12-O.C.
Z BOARD WITH 0.131-x 3 Y4'NAILS @ 6-O.C. STAGGERED(TYPICAL)
BAND BOARD U.
x" E
L2
UJI
2x6 OR 2x8 FRAMED WALL LL im
—SILL PLATE(BELOW) 0
C4
—2X4 CORNER FRAMING FULL HEIGHT STUDS
OPEN WEB TRUSS U)
MINIMUM OF(3)2X4 BLOCKS 12'LONG NAILED
M
SHEATHING CONTINUOUS FROM BAND BOARD
T
uj
TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH WITH(4)0.131'x 3 Y4'NAILS TO EACH ADJACENT uj
STU S C3 ui
EDGE NAILING REQUIREMENTS OF UPPER WALL ALTERNATE:INSTALL SOLID STUD IN THIS
TOENAIL TRUSS TO PLATE WITH SPACE
Z
(2)0.131'x 3 Y47 NAILS 2X4 CORNER FRAMING FULL HEIGHT STUD to
to
DOUBLE PLATE(U.O.N.)
....... ROWS OF 0131'x 3 Y4' 4u.
NAILS @ 12-0-C.
2A FRAMED WALL
%
SECTION-TYPICAL OPEN WEB FLOOR TRUSS K7'1� SECTION-TYPICAL FRAMING AT 900 CORNERS
�4 0�
-"-"—NAIL SCAB TO TOP CHORD WITH
(4)0.131'X 3 A'NAILS i=-o
ROOF OR FLOOR FRAMING(AS NOTED)
---ADD 2X4 VERTICAL SCAB IN EACH
N-K
11 (>
TRUSS IF NO WEB IS PRESENT —CONNECTOR IF NOTED Z
0
/-UPLIFT CONNECTOR(AS NOTED) (3)0.131"X 3 Y4' NAILS TYPICAL AT X (SEE CONNECTION SCHEDULE).---,__
%
EACH TRUSS 41
2X4 SPF BLOCKING-NAIL WITH(2) zi
2X4 X-BRACE ACROSS LENGTH OF
'x 3 Y4'NAILS AT EACH END SHEARWALL
0.131 Z LU
(END NAIL OR TOENAIL) :ft sp
U)
i z
NAIL SCAB TO PLATE WITH(3) z-0
0131'X 3y4'TOENAILS z
—GYPSUM BOARD
TRUSS(AS NOTED)
TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES \\--(2)2x SYP#2 DOUBLE PLATE(U.O.N.) U.,
\-NAIL PORCH SHEATHING AS NOTED TOENAILED TO DOUBLE PLATE WITH 8-1,
0.131'X 3y4'NAILS @ 4-O.C. 01
EXTERIOR FRAMED WALL DOUBLE PLATE 2X SPF#2 STUDS@ 16-O.C.-U.O.N.
ui
(SEE WALL LAYOUT) a.
'—MINIMUM Y16'RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES)
SECTION EXTERIOR WALL PERPENDICULAR TO TRUSS K-G SECTION INTERIOR SHEARWALL PERPENDICULAR TO IRUSS ------—GYPSUM BOARD
��4 SECTION ONLY APPLIES WHEN REFERENCED r. 2
w -, . E;
—THREADED ROD ASSEMBLY(IF NOTED) * a I
W
g t �-,t g
>
INTERIOR SHEARWALL(IF NOTED)SHALL
z
USE'/1e RATED SHEATHING FASTENED f
—NAIL EACH END OF BLOCKING TO
AS NOTED.
TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131'X 3 Y4'
//—INSTALL 2X4 BLOCKING BETWEEN /-2x TREATED SYP#2 SILL PLATE WITH SCALE:
2X4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12-O.C.
W=1'-O'(�J 0 N
'x A SIMPSON YeX 6'TITEN HD @ 48-O.C.MAX- DO NOT S!.�A�E
0.131 4-NAILS @ 6-O.C. THIS NG
BOTTOM CHORD OF TRUSS 2x—SPF#2 SOLE PLATE RELEASE DA, :
0
&E
�L,-O2 'j NG
Y2
....... NAIL EACH BLOCK TO DOUBLE PLATE WITH(3)
NAILS
WITH 0.131)(3 X
0.131'X 3 Y4'NAILS t/ @ 8-O.C.-U.O.N. REVISIONS:
NAIL PORCH SHEATHING AS NOTED �17
DOUBLE PLATE FLOOR BEAM(AS NOTED)
EXTERIOR FRAMED WALL ----------—MINIMUM Y16'RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED SLAB ON GRADE CONDITION RAISED FLOOR CONDITION
9 DRAWN BY:
ON WALL LAYOUT(BLOCK ALL EDGES) 9 CMkF
SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL I CHECKED B�
SECTION EXTERIOR WALL PARALLEL TO TRUSS LH:) SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K-K ji SHEET:
�D4 THIS SECTION ONLY APPLIES WHEN REFERENCED =1
Ll ------ S Q:4j
./—LAST TRUSS IN ROW REQUIRING BRACING go
END VERTICAL BRACING REQUIREMENTS . - -1 A
—NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS <
BRITTLE FINISH FLEXIBLE FINISH 2X4 BLOCKING-TOENAIL OR ENDNAIL
//-EACH END TO ADJACENT TRUSS WITH x—RATED ROOF SHEATHING
BRACING 16"O.C. 24"O.C. 16*0.C. 24*0.C. (3)NAILS 2
/X_—NAIL DIAGONAL BRACE TO INTERMEDIATE
NONE REQUIRED O"TO 53' 0'TO 47" 0"TO 67" 0"TO 59* J I
— ROOF SHEATHING WEBS WITH(2)NAILS
Z_ j
2A L-BRACE 54*TO 114' 48"TO 99" 68"TO 145' 60*TO 126* —2X4 SPF NO.2 DIAGONAL BRACE
uj
ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF a
E
2x6 L-BRACE [115*TO 182" 1WTOIW 127"TO 201' -e Uj
BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING)
NOTE:
I I ._—TO REPLACE(1)ROW 0
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER F LATEERAL BRACING --NAIL DIAGONAL BRACE TO TRUSS
WEB WITH(3)NAILS a
INSTALL 2X4 NO-2 SYP T-BRAdE NAILED TO z
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL,
EACH PLY OF TRUSS W
BRICK VENEER,ETC. EB AT eO�C-WITH
i —CONTINUOUS LATERAL BRACE(QUANTITY
----RATED ROOF SHEATHING <�, 0131"x 3"NAILS TO REPLACP((2)ROWS OF
AND LOCATION DEFINED BY TRUSS SHOP
Z
2X L-BRACE NAILED TO LATERALBRACING INSTALL 24 No.2 SYP DRAWING.)
CL
T-BRACE NAILED TO EACH pLLvY OF TRUSS < w
VERTICAL WEB WITH W UJ
0.13 1"x 3"N)ULS @ 6"O.C. -------L--- WEB WITH 0.131"x 3"NAILS Cdi6"O.C. -------------- NAIL CONTINUOUS LATERAL BRACE TO
EACH TRUSS WEB WITH(2)NAILS ca
1 0 U)
------- --- ------
VERTICALWEB IN GABLE
—ROOF TRUSSES(BY OTHERS) I w
ENDTRUSS
<
NOTES:
2x—LOOKCUTS AT 48"O.C. (3)TRUSSES Ml 41MUM
1 1) CONTINUOUS LATERAL BRACES SHALL BE
NOTE: FOR CONTINUOUS LATERAL B E No.3 SYP OR 2A No-2 SPF OR BETTER
> 16 R 24"O.C. fF.
T-BRACING TO BE USED WHO CONTINUOUS
3(SEE ABLE)
LATERAL BRACING IS IMPRAG�TICAL_ % 'I.
2) ALL NAILS SHOWN SHALL BE 0.131"x 1 - 1�,
.4 A:p�
(U.O.N-) 4
SECTION JYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS 9RACING
DETAIL-TYPICAL VERTICAL BRACING AT GABLE END
SD-6
4ING BETWEEN 2X6 BLOCKING AT EACH DIAGONAL —ENDNAIL(2)0.131"x 3Y4"
2X4 SYP BLOCK
BRAGLE
LOOKOUTS NAILS AT EACH LOOKOUT NUT&
H2 5A AT EACH LOOKOUT ",D "i I
3"x 3"x X"WASHER
2X4 LOOKOUTS @ 48"O.C.FOR 2X6 DIAGONAL BRACE @ 48"O.CWITH Z'(SEE THREADED ROD ASSEMBLY DETAILS.)
EXTERIOR SHEATHING��SHALL Z,-RAFTER(AS NOTED)
OVERHANG
BE NAILED TO BOTTOM Q�HORD (5)0131'x 3y4'NAILS AT EACH END(U.0 --12'LONG2x SCAB(MATCH BOTTOM CHORD)WITH Y2' z 0
OF TRUSSS WI ---ROOF SHEATHING(AS NOTED) 2X4 FLATWISE LOOKOUT @ 48-O.C. SPACERS-0AIL wl(3)0.131"x 3'NAILS
TH FASTEN SHEATHING TO LOOKOUT WITH
z
0-131"y:2Yi"NAILS gD�6"O �__ROOF SHEATHING(AS NOTED) I
.C. SHEATHING END NAILING REQUIREMENTS. T
(U.O.N.ON WALL LXyouT) BOTTOM CHORD OF GABLE END TRUSS t co
IT) _____H3 CLIP @ z L4
",,—BALLOON FRAMED STUDS W ':
LOOKOUT(TYPICAL) THREADED ROD ASSEMBLY Z
(AS NOTED)
SECTION A-A 2X4 LOOKOUTS @ 48-O.C.
SINGLE PLATE NAIL 10 TRUSS 2X4 L-BRACE AT EACH
BOTTOM CHORDWITH 0.131"x 3 Y4' LOOKOUT NAIL WITH(3)
FOR OVERHANG
NAILS @ 6-O.C.
0.13 1'X 3 Y4'NAIL SPF
H2.5A AT EACH LOOKOUT
NOTE: \111oxMAX. MATERIAL ACCEPTABLE ?�. �!_�!
MAXIMUM 12'OVERHMNG 2x—SUBFASCIA NAIL TO LW 25;g
K X:
LOOKOUT WITH(2)
0.13 1'x 3 Y4'NAILS ROOF SHEATHING(AS NOTED) �D
'--ENDWALL RAFTER
\ NOTCHED FOR FLAT LOOKOUT
DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAULT) \—NAIL SHEATHING@ 6'0-C- TOP CHORD OF GABLE END
TO RAFTER WITHO-1 31"x 2 Y2" TRUSS
INTERIQ)R CEILING PITCH IS EQUAL TO OR LESS THANY2 OF EXTERIOR ROOF PITCH NAILS VERTICAL WEB OF GABLE END ui
\—NAIL PLATE TO RAFTER TRUSS
H2_5A AT EACH LOOKOUT 451
\ WITH 0.131'x 3Y4"NAILS @6'0.C. 0
IX4 LATERAL BRACE @ 48-O.C.NAILED
7i
<
2X4 LOOKOUTS @ 4 8-O.C.FOR TO EACH JOIST WITH(2)0-131"x 3"NAILS TE(AS NOTED) NUT&3"x 3"x Y4'WASHER 1� 9 . I
OVERHANG k
INTO(4)CEILING JOISTS-OVERHANG
SOLID BLOCKING AT EACH
ROOF SHEATHING I AS NOTED) MINIMUM 2"TO AVOID SPLITTI
NG.
2X4 SYP BLOCKING BETWEEN LOOKOUT LOCATION WITH 12"LONG SCAB 7`777%
'x 3y'NAILS INTO (MATCH BOTTOM CHORD)
LOOKOUTS (4)0.131 4 je IKO'(LI.O.N.)
LOOKOUT 'SPACER DON%
WITH Y2 S T SCALE
------BALLOON FRAMED STUDS \—MINIMUM Y16-RATED THIStbRAWING
RELEASE7t—)ATE
(AS NOTED) SHEATHING CONTINUOUS TO 0!�,Iifl-12
DOUBLE PLATE BOTTOM OF LOOKOUTS. BOTTOM CHORD OF GABLE R7VIS
NAIL JOIST TO GABLE END TRUSS
INTERIOR VAULT Lil
STUDS WITH(4)
-------EXTERIOR SHEATHING SHALL BE NOTE: —(2)2X—DOUBLE PLATE
NAILED TO UPPER 13LY OF 8'-O'SOLID DEMNG MAY BE INSTALLED IN LIEU OF 0-131'X 3Y4'NAILS @ 16-O.C.
DOUBLE PLATE WITH LATERAL BRACING AND DIAGONAL BRACING. TOENAIL GABLE STUDS ----—THREADED ROD ASSEMBLY
0.131'x 2Y:r NAILS(it 6-O.C. TO DOUBLE PLATE WITH 2x—STUDS DRAWN E§y.
(U.O.N.ON WALL Lfi�OUT) (3)O�131'X 3 Y4'NAILS CHECKB'CMF
LSTA18 STRAP @48"O.C. �G SECTION-PLATFORM FRAMED GABLE END _b BY:
rE DETAL-BALLOON FRAMED GABLE END(HIGH CEILING VAULT) ��F SECTION-GABLE END DIAGONAL BRAQ!�G_ CEILING JOIST SHEET
INTERIM CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH
THREADED ROD NOT SHOWN FOR CLARITY (AS NOTED) S