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I�eSign LoadS:
�LOOR 40 P5F L I\/E LO/�D
l0 P5F DEfi�t7 LOAD
ROOF 30 P�F L I\/E LO�D
10 PSF DEP�D LOAD
Des ign Loads
I. TNE G�4RPENT�R SHP�LL G,4RE�ULLY L�Y OUT A�ND
�l�.EGT ALL STRUGTUR�L MEMBERS OF ROUGH �G�RPENT�?Y,
FRAMiNG, SHEATHINC�, P�ND BRIDGING. P�LL MEN6BER5
SHALL BE PROPERLY PLUMBED, LE1/ELED, �ND' BRA�GED
UNTIL �4LL STRUGTURAL GOMNEGTIO�JS 1hRE IN PLAGE.
SUF� I G I ENT NUMBER. OF NA I L5, SGREWS, A�ND BOLTS
SHALL BE USED TC� INSURE THE RIGIDITY THE
GONSTRUGTIC?N.
2. �RAt�iI�tG LUMB�R 51-��LL GON�ORM WITH �l/�TIONr4L
DE51G1� SPEG{FIGP�TIONS FOR 5TRE55 GR�DE �UMBER
r4ND I T5 F1�5TENI NC�S.
JOI STS AND P�LL OTHER:
N4.2 DOUGLAS FIR L�RGH �R YELLOW PINE
Fb 1450 psi
F� i000 p5�
i,�bo,000 pa�
3. ALL FI R5T �LOOR 51 LL PLATES, GR�4WL SPAGE
FRAMINC�, �4ND STRUGTU�AL MEMBERS EXP05ED TO
1N��4THER SNP�LL BE W4LM�4NIZ�I� PRE55URE TiREA�TED.
4. ROO� TRU55 DE51GN, SPEGI�IGP�TION, AND 'EREGTION
PROGEDURE TO BE SUPPLIED BY THE TRU�S M,�h1UF�4GTURER.
MlGRO-L�4M E3��44M STRUGTURAL PROPERTIES,
Fb 2�0o p5�
�G 270� p51
E 2,000,00o pst
6. PROV I DE D I �GONP�L BRA�G I NG AT ALL EXTiERI 4R
GORNEizS.
FRAMINC� O�ER GIRDER /�ND BEARING P�4}�TITIONS.
JOISTS M1�Y BE BUTTEI7 TOG�THER OY�R. THC GENTER
BEARING, PRO\/IDE J015T5 �RE TIED TOC�ETHER, OR
J015T5 MAY BE L�PF'EI7 A�ND NAIL�D T4GETHER.
MI NI MUM LAP, 4 I NGHES; M1�X. O\/ERHF�NG, I 2"
S. FLOOR �015T5 SHALL BE DOUBLE UNDER E:�GN
P�RP�LLEL Pf�RTlT14N.
q. BRIDGING. M,4XIMUM 5P�4GING 14'. BRIDGING SHALL
BE GR05SBR117G NG U511�G I x3 I h�GH BOl�RDS OR SC,�L I[�
BRIDGINC� U� J015T DINfEN5101�1. 5ET 54LID B1�IDGING
►1� A�1� OFFSET FA�SHION.
ID. WALL P,4RTITION �R/�MING. UNLE55 OTHERWISE
SHOWN SP�hGE 5TUD5 I6 O.G. DOUBL� 5TUD5 AT
OPEN{�1G5. GONSTRUGT PA� GOf�NERS W'',ITH N4
LE55 THA�N 3 FULL MEMBERS. W�LLS �ND �3EA�►RING
PA�RTITIOl�lS SHALL HAYE DOUBLE TOP PLATE�'a.
PLA�TES RESTING C)N M,�50NRY OF GOi�GRET� SH�LL BE
�NGH4RED WI TH BOLTS.
II. GLUE 5UB-FLOOR U51NC� REGOMMENDED �I�HE51�/E,
A�PPLY GLUE B��D TO FRAMING AND ALONG �'�NEL
C�RO'�E �DC�ES, NRIL W/ IOD N�hILS c� 12" U.G.
12. PRQ�/IDE N�lLERS, I�AILING 5TR1�'S, �1�1D C-aROUNI7S
�-45 NEGE55ARY r4MD RIC�IDLY SEGURE Ii� PLAGE FOR
�TTA�GHMENT O� TRiM, FIN15H, P�1�D OTHER WOt�.K.
13. J015T Hf�NGERS ��LL FLUSH BE�4M5 SH,�hI!�L BE MIN.
I6 Gr4L�/. STEEL, fi�ND PROPERLY 51 ZED TO r�GGEPT
J015T5.
ASPH�LT SHINGLES W/ #30 BUILC�ING Pf�PER
ON I/2" ROOF SHERTHING W! 5P�4GER5
PRE-ENG WD. TRU55E5 24" O.G.
BY TRU55 MA1�tUFl�.G1URER
T}-+15 i��C-�� I�� �==C�� fi�������G� Q1�1L'r'.
���i� TO 1���'�.K I N.C� ���W I N�5 �C�i�.
���GI�IG I�I��'f��1510NS I��T/�ILS.
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5PLA5H BL4GK
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SGALE: I/8" !'-O"
.,..���n
I
GON7
INSULAT�ION A5 REQUIRED
5E�4MLE55 /�LUMINUM GUTTER
W/ DC7WN SPOUTS ON Ixb FASGlA
WI ND BFZAG I NG
EXTERIOR GORNERS
PP.OVIT�E FREEZE B4�RD
�5 SNOWN 4N ELEVATIONS
BRIGK W/ A�IRSPAGE
5/8" EXTERIOR SHEATHING
W/ 2x4 WD. 5TUD5 I6" 4.G.
3 I/?_" (R-II) BF�TT INSULATION
ON I/�" DRY1N/�LL
FINISN �LOOR
01�! �18" T G
12" TIZI M.1015T (5PAG1 NG VARI E5)
4" GONG. SLAB W/ 6 MIL POLYETHELENE
�T e
�-�L_� i/2"=1'-p"
ASPNP�LT SHINGLES
I/2" RpOF SF+EATHIN�
I" x b" ROUGH SAWN-
I" x I Q" ROUGH SF�WM
HOR. L�P SIDING
TRU55 B�YOi�iD
5/8" SHEI�THING--�
��T�I�.
✓lJY""l�l._: I/�11�'I�O11
51 DE AND REA�"L ELEVATION DETAI L
12
/�5PH�4LT SHINGLES 8
�IN15H GRADE Tp VARY
I/2" ROOF SHEATHIN
1 '�NC�TE: A,DJ.
HEEL HEIGHT
ON 12/12 SLOPE
TO MATGH 8/12
X 8
FASG I A
In" f�OURED GOh1G. WaLL
V�1/ WATERPROO�ING EXTERIOR �/2�� SHEATHING
2x4 LOOKOUT
I xb STUGGO
SU8 FA�GIA W/
STUGGO GOVE
I" x 12"
BLOGK A5 REQ.
5/8" SHEATHIN
�"ti DR/�IN TILE 5ET IN 12" 2x4 STUD W/ IN L.
PEA GRAVEL BED 12"
MIN. 2" BED-4" G�' :`ER
I 2c�"xl0" GOHT. GO1�1G. SPREAD FT'G.
W1 �,ONTINUOUS KEYWAY AND
(2)-#5 RE-Bf�RS G0�1T'INUc"�USLY
c�,T I
Y
1��T�1�
SGA�LE: I"= I'-O"
ASPHf�LT 5HII�GLES
I/2" ROOF SHEATHINC
i x 8�� �H s,�wH-
I" x 10" ROUGH SA�WN
HC?R. LAP SIDING
TRU55 BEYQND
5/�" SHE/�THING--
I��T� I
sca�E: i i�2°=i�-o��
FRONr ELEVArlort pETAiL
ASPHALT SHINGLES 8�
I/2" ROOF SHEATHING
*�(OTE: ADJ.
��EEL HEIGHT
pN 12/12 SLOPE
TU M�TGH 8/12
2x4 LGOKDUT---��
I" x 8
F,�SG I A
I/?_" SHEATHING 7�
I "�b" STUGGO 5UB
Fl-�G W/ STUGGO
GOVE MOLDIMG
57'1�1. STUGGC?
5/8" SHEATNING---
2x4 STUD W/ INSUL:
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5G/4l_E: i I'-O"
TRU55 'G' 5�i'-4"
ATTIG 5�"ORAGE
TR1J55
STIGK FRAME o
NOOK RE� PORGH
12
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W 12x14 STEEL
BERM
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STL. GOLUMNS
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STL. GOLUMNS
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STL. GOLUMNS
PAD
FOOTI NG
STL. GOLUMNS
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