HomeMy WebLinkAbout17080193.32NOTTE: TO MEET 75MPH WIND RESISTANCE, SHINGLES MJST BE NAILED WITH 6 NAILS.
ROOF TRUSS DESIGN LOADS
25 psf DEAD _OAJ
30 psf SNOW _Q4D AND LIVE LOAD
55 psf TOTAL LOAD
BORING & NOTCHING NOTES
BORING AND NOTCHING OF STUDS AND PATES S�.AL_ BE LIMBED TO
THE FOLLOWING:
I. NOTCHED EXTERIOR k BEARING WALLS: 2x4=7/8', 2x6=1-3/8',
2x8=1-3/4'
2. NOTCHED NON-BEARING WALLS: 2x4=1-3/8'. 2x6=2-3/16', 2x8=2-7/8-
3. BORED EXTERIOR h BEARING WALLS: 2x4=1 -3/8'D. 2x6=2-3/16'0,
2x8=2-7/8-0
a. BORED NON-BEARING WALLS: 2x4=2-1/16-0, 2x6=3-1/4-0, 2x8=4-5/16-0
5.BORED HOLES THAT ARE CLOSER THAN 5/8' TO THE EDGE OF ANY STUD
ARE CONSIDERED A NOTCH; THEREFORE, THEY HAVE THE NOTCHING UMRATK)N
APPLIED TO THEM.
6. IF A NOTCH OR BORED HOLE IN THE TOP OR SOLE PLATES EXCEED THE
LIMITS ABOVE ( INCLUDING A TOTAL PLATE REMOVAL ) THAN 1/8' THICK X
1 1/2' WIDE METAL TIE STRAP IS REQUIRED. THE TIE STRAP IS TO BE
ATTACHED TO THE PLATES ON NOTCH WITH 4-16D NAILS (2 ) STRAPES
REQUIRED O A SINGLE PLATE AND 4 STRAPS REQUIRED O DOUBLE PLATES ).
FRAMING NOTES
TRUSS BEARING ELEVATION 8'-1 1/8' ABOVE FINISHED FLOOR UNLESS j
OTHERWISE.
GENERAL NOTES
1, PROVIDE SOLID BLOCKING AT BEARING WALL TYPICAL
2. TRUSS MANUFACTURER TO SUBMIT PRE-ENGINEERED TRUSS S-'=
DRAWINGS FOR REVIEW, PRIOR TO SETTING ROOF TRESSES - -
DRAWINGS SHALL 3E SEALED k S'GNEC 91 A ?OFESSIONC -
LICENSED TO PRACTICE IN THIS dLP 5- C7I 1,
3. SEE SHEET A3.1 FOR EXACT UN - . _.. - .- _
VENTILATION NOTES
1. VENTED ALUMINUM SOFFIT PANELS SHALL BE INSTALLED AS FO-OWS: TWO
PANELS VENTED AND ONE PANEL NON -VENTED (MIN.), CONTINUOUS VENTED
TE
PERMITD.
2. INSTALL CONTINOUS RIDGE VENT AS NOTED ON PLANS.
3. INSTALL INSULATION BAFFLES HAVING 1' X 22 1/2' FREE AREA SIMILAR TO
AIRVENT ' ARFLASH- BAFFLES AT EVERY OTHER TRUSS SPACE.
4. ROOF VENTING CALCULATED PER CHAPTER 15 OF IBC CODE. LOCALLY
ADOPTED EDITION.
MINIMUM TRUSS LUMBER STRESS RATINGS
2 x 6 - /1 So. YELLOW PINE: 2 x 4 - /2 So. YELLOW PINE:
Fbs = 1600 Psi Fbs = 1550 Psi
Fv = 95 Psi Fv 95 Pai
175
FC 1450 Psi F. 0 Pai
Fl = 1050 Psi Ft = 900 Psi
E = 1,800,000 Psi E : 1,600.000 ps;
ROOF TRUSS NOTES
1. FINAL TRUSS DESIGN AND FABRICATION TO CONFORM TO THE DESIGN SPEC.
FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE
INSTITUTE.
2. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE FINAL TRUSS �-5 3
AND ENGINEERING REGARDING THE PLATE CONNECTIONS AND CHORD S:.
3. TRUSS MANUFACTURER SHALL PROVIDE STAMPED AND SIGNED TRUSS
CERTIFICATION BY PROFESSIONAL ENGINEER, LICENSED BY THE STATE, PR D
TD ERECTION OF TRUSSES. THE PROFESSIONAL ENGINEER MUST HAVE
EXPERIENCE / EXPERTISE IN AREA OF WOOD TRUSS DESIGN.
4. TRUSS SPACING SHALL BE AT 24' O.C. UNLESS OTHERWISE NOTED.
5. PROM DE WIND UPLIFT ANCHOR AT EACH TRUSS - 'SIMPSON 113' OR
APPROVED EQUAL
6. JVE LOAD DEFLECTION SHALL BE BASED ON L/480
7. TRUSS MANUFACTURER TO PROVIDE DETAIL TRUSS BRACING PLAN.
WOOD TTJSSES WOOD TRJSSES
AT 24" O.C. (GYP.) AT 24" O.C. cryl
WALL BLOCKING 1 : 4 BLOCKING VG
2 4's AT 4'-0' O.C7 I NVL TO WALL /
1 NOT TO TRUSS
NON-BEARING
PARTITION WALL
PLAN KEY NOTES
1. 2x4 OUTRIGGER FRAMING O 2'-0' O.C.
2. HOLD END TRUSS DOWN TO ALLOW FOR 20 OUTRIGGER
FRAMING. SEE SECTIONS SHEET A5.G-A5.4
3. NOT USED
4. (2) 2.12 HEADERSr/A' PLYWOOD SPACER. PROvI E
MINIMUM 3' BEARING AT EACH END
5. (2) 202 BEAM AT PORCH. SEE SECTIONS SHEET
115.1-A5.4 FOR ADOT`OW DWNSIONAL LUMBER.
6. PORCH COLUMN
7. OVERBUILD ROOF FRAMING USING APPROVED MFG. WOOD
TRUSSES OR RAFTER FRAMING.
8. PROVIDE WOOD BLOCKING BETWEEN TRUSSES TO BRACE TOP
PLAT OF WALL BELOW AS SHOWN. SEE SECTION 1 /A7.1
9. ATTIC ACCESS. SEE SECTION 3/A7.1
10. CUTTER
G1. DOWNSPOUT
BETWEEN TRUSSES UNDER TRUSSES
FRAMING �ETAIL
ATT SCALE: 3/4-=1'-0'
36 WIDE ROLL ROOFING AT LEAST 55/
CENTERED ON VALLEY
15/ BUILDING PAPER -
7/16' 05.8. OR 1/2'
DREPoOR PLYWOOD
ROOF DECKING WITH
COURSE TDTTURED
SURFACE
FIRST FLOOR
FLOOR PLAN
SCALE: 1/4'=1'-0'
EXTEND FIBERGLAS SHINGLES AT LEAST
tY BEYOND CENTER OF VALLEY
OVERLAP CCURSES FROM EACH DIRECTION
VALLEY FLASHING DETAI
0.7.1 NO SCALE
Q ATTIC ACC�SS DETAIL
� A7.1 SCAT F� 1 =1'-r•
SECOND FLOOR m
FLOOR PLAN
SCALE: 1/4'=1'-0'
2
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DATE: 03.10.2016
PRD,ECT NO.: 16002
CAD REFERENCE 40. ACA 2016
PLOT REFERENCE NO. SEE LOWER LEFT
DRAWING SCALL SEE DRAWING
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2'-0' O.C.
20'x40"
BLUEBOMD LAYERS
' MIN. OPEN%NG
CUT TO FIT, GLUED
W/ 30' MIN C.
TOGETHER AND
ATTACHED TO ACCESS
EAD ROOM IN
ATTIC SPACE
7/16' O.S.B.
AT ENDS
PANEL (R36 MIN.)
4• .EG
GYP. BD.
-
SHEET METAL ANGLE
ROOF TRUSS
- ___.
.-_-._____
TYPE 'X'--
...___.
BOTTOM CHORD
CASING
1• LEG
WEATHERSTRIP PERIMETER OF
ATPC ACCESS OPENING
Q ATTIC ACC�SS DETAIL
� A7.1 SCAT F� 1 =1'-r•
SECOND FLOOR m
FLOOR PLAN
SCALE: 1/4'=1'-0'
2
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COPYRI GH' A: OWNERSHIP OF DOCUMENTS
9p1AlAE �
_P \r
AFM0033004
i
DATE: 03.10.2016
PRD,ECT NO.: 16002
CAD REFERENCE 40. ACA 2016
PLOT REFERENCE NO. SEE LOWER LEFT
DRAWING SCALL SEE DRAWING
IdN9pY5
04.21.17 RENEW SET
-05.05.17 BD SET
ffT
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Q FRAMING PLAN
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