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NUMBER
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b :the American Mod o nci � .- � t� � ��f a
i, c nye Crated loads anc# upli#t loans caused' -by v rtd were n.Ot considere�t �� srrr Those.
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:iNOTMOon, applied Icads are gi an fry pounds _ er s ljr foot f).:...08flQ i :. 9 '
i, llfl'li #C. t1.8 start;. �# Erit rt S..ds`v�de : b`. ". X40 4f J AI:'- : is -based '..y.H
T load: .d rati 'factor, : , iS c+ iris .shzo as , 5 ter Snq 1t r 1.254ur inn ti C#I , ,cri
s ti Gn IoAds, misted Spans are Ior rir-.y-service conditions 1�r1�e elle table l _lRbQj0d.' .s
of-,ervlcaF Check sources of u l . for a+�afla.ble rade -.gin
i p y yes, ar; t r ur bcr..ntoar han O feot,_al asterisk � indicata.s tire. l tad s a r
#Cased inti availability: Neither FPA, .noir its f�embffS warrant .tfj t " �3��i � t ' Ab
les
his begin �.r��ted to -� �
gal s a�n: tivl��cb t -1 span ,_ bier ar.e bud ark catr�st; .��d disci int -res .ens bili :'for Injury. --or
damage -.resulting 4turn the .Use of such. span tables. p 1---� lCID
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ROOF RAFTERS FRAMING LEGEND
� • NOTE: ALL ROOF RAFTERS ARE 2x8 SYP #2 @ 24" O.C.
UNLESS NOTED OTHERWISE ON PLAN.
NAIL ROOF SHEATHING TO SUPPORTING TRUSSES/
RAFTERS W/8d RING SHANK NAILS ON 4" / 4" O.C.
WITHIN 4 FT OF RIDGES, HIPS, VALUES, EDGES AND
CORNERS. AND OVERHANGS NAZI AN All i n
EVERYWHERE ELSE.
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ed Span Fables for of t Rr -pr c 1
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, cru ; .ancentrated is ads anO uplift toads caused1 `b vfi €l were rio ott i r a . ;
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jolat� atio . A� lie coatis -are given- . , ,
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GID, is d nye s shoW t 1.1-5.for. s v o� 1,2 for construction f€ adt, Listed-
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:, feet,_en asterisk ndi ate We'd � e� has,h e tr ite
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m .. ant thaf _t�C� ���E�!�'vaiu �l;l� ��.h��� �f�� �p�r�" �a�i�s �ir..� �as.>�� �r. �c� .r � , . , , z
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ROOF RAFTERS FRAMING LEGEND
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NOTE. ALL ROOF RAFTERS ARE 2X8 SYP #2 a 24"
,
UNLESS NOTED TER ISE ON PLAN.
�a NAIL ROOF SHEATHING TO SUPPORTING TRUSSES/
RAFTERS W/8d RING SHANK NAILS ON 4" / 4" O.C.
WITHIN 4 FT OF RIDGES, HIPS, VALLIES, EDGES AND
CORNERS,, AND OVERHANGS. NAIL ON 6111811
EVERYWHERE ELSE.
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OFFICE COPY
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SUPPORTING TRUSSES/ RAFTER W/ 8d 4 C �
RING SHANK NAILS ON 4"/4" O.C. WITHIN ) OF RIDGES, HIPS, VLLIE �'
EDGES AND CORNERS, AND ALL OVERHANGS, NAIL
EVERYWHEREL E
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Design Criteria
1. Project coni lane+ method per 2017 FSC 6th edition Existing
�` 4 20.0 29,9 -32.6
Building Section 301. compliance methods: 301.1.2 Work. Area 4 50.0 28.1 -30.7
Compliance Method Re airs, Alterations complying with the applicable 4 100.0 26.7 -29.3
p
requirements of chapters through 1 of this code /�
��P►ral' U'^ Levef �= (��'r L. S Uar�rf'�l,s 2e�,.es 5 10,0 31.4 -41,9
5 20.0 29.9 -39..1
2. Live Loads Section t607 if FBC 2'7 V 0s0 sl -3a4
A 5 100.0 26.7 -32.6
Roof...........20 psf
3. Dead Loads (Per Section 1606 of FBC 2017
��1_ �!!�A ����� /rr!!!I A!I 1 - tl !A II I le A -!le . A ■ I
Bottom of roof rafters............2 psf
Top of roof rafters....,,...10 psf
4. Wind Leads (Per section 1609 of FBC 2017
4.A^ Enclosed Structures
Ultimate Design 'rind Speed, Vult=132 mph, Wind Exposure "B", Risk
Category "11" Structure, GCPi=(+) r(-)0.18 ( Enclosed Structure), Roof Pitch
is more than 7 degrees but less than 27 degrees, Structure MRH
is less than 60 ft.
4.A.1-
Components & C
Roof: .
-'A =3.0 ft.
Zone
Effective Wii
12.8
0
1
20
1
60
1
100
2
10
2
20
2
50
2
100
3
10
3
20
50
3
100
ladding Design Pressures
id Area (so. ft.) Pressure (psf)
Roof Overhang: a=3.0 ft.
Zone EffectiveWind Area Esq. ft.)
�r_�s a nrA�+ineiaAea 1I 0 i -
2 20
2 100
3 10
3 20
100
Walls: a=3.0 ft.
Zone ,Effective Wind Area I sq. ft.)
4 '10.0
18.1
^28.
16.5
-27.9
13.9
-25.3
12.8
-26.0
18.1
-49.9
16.5
-46.0
13.9
-40.6
12.€1
-36.7
18.1
-73.9
16.5
-69.1
13.9
-62.7
12.►8
_57.9
Pressure (psf) iii A
-56.4
-58.4
-58.4
,-98.3
-88.5
-66.4
Press u re l ps
31.4 -34.0
J�5 �-
O�, GE
. •• ST
* plus and minus signs indicate acting toward and away from the u
surfaces respectively
\�=e7 - ( . [Z
ing 1, 7 ,
4.A.2- Mi111''FR System Design Wind Pressures per Simplified Method 2 of
ASCE 7-2010 Edition 11
5. Roof Snow Load ( Per section 1608 of FBC 17
Not Applicable, Pg� zero
6. Seismic Design Criteria (per Section 1613 OF FBC 2017)
Risk Cateogry 11, Importance Factor le=1.0, Ss=O.'1
SD -0.06, Site Class "13", Fa=1.6, F =2.4, SMS=0.15,
S1=0,1443 SDs=0.1 07, SDI=0.095
Seismic Design Category "A" (Short Period)
Stud Frame Wood Bearing Walls=, R=6.5
Cs= (SDS)/ (R/le)=0.0165 But Not Less Than (0.044)(SDS)(Ie)=0.0047
Or 0.01
0.0165 > 0.01 Jhus, Cs= 0.0165
V�Base Shear=(0.0165)(W)
At Roof Level, V=(Roof dead load over Horizontal Tributary Area)(0.0165)
+ (Half of Wall Dead Load Over Vertical Tributary
Area)(0.0165
ROUGH CARPENTRY
1. All sawn lumber shall be visually graded No. 2 Southern pine g 19% max moisture
content.
2. Provide light gauge metal fasteners indicated. Secure per fastening schedule publish
in the MFG. catalogue for the maximum opacity U.N.O. Fasteners exposed to
ambient conditions shall be stainless steel and secured with stainless steel nails.
Fasteners at all other locations shall be galvanized steel, Substitutions are permitted
provided that they have an equal or greater capacity then the specified fasteners
and catalogue data is submitted for approval by the architect.
3. Install rough carpentry work to comply with N. .P.A. 11 "Manual for wood frame
construction," Form 30-11AFA Design/construction Guide- Residential and
commercial," and the recommendations of engineered wood products manufacturer.
4. Use pressure treated lumber with water borne preservatives to comply with AWPA
C2 for all members in contact with masonry or concrete, exposed fra ing, and all
curbs and blocking used in connection goofing and waterproofing.
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Build"E;ng Department
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