scan 019DETRIL #1
DETRIL #4 DETRIL 7"SNOTFS
5t-aNGLE5 AND FELT AT BEAK
FRZ SITE INSTALLED ST BUILDER
El 6d NAILS PER 51DE SITE IN5TFtj Br BUILDER
rtTft STRAP t1INGE
MAN1FirTURER SUPPLIES RIDGE
VENT FOR FIELD INSTALLATION
L RIDGE BOARDS ARE INSTALLED P nINIFu m OF I- BLOW
PERK OF ROOF TO ALLOW FOR gTTIC VEN7ILATIOu
PLYWOOD GL--T SITE MTAIED
BY OTHERS AS PER MASFArTURERS -
" IN5TRUCTID6 DORMER FRAME 2.4 SPF .2/.1 AT IS- OR 24- DLL
BY BUILDER
2.4 SPF .2/.1 s 24- oL 40 PSF LL SNOW
2.4 SPF .2/.1 s lE" QL 37 PSF LL SNOW
ROOF SHEATH pc
-
2.4 SPF •2/.1 a IZ_ OL IDS PS LL SNOW
22
3
2.3 SOFFIT SUPPORT
SITE INSTALLED -
a1 2.6 SPF •2/.I
FIELD INSTALLED RTD GF VENT DETAILS
2.3 NAILER 40 P5F LPL SNOW
SF
_
SCALE: 1 1/2'=1'-0"
W PSF LL SNOW
-
0 2.8 SPF .2/•1
90 Lo IDS PSF LL
�1
flC Tl-!TL- #5
-
PERFORATED SOFFIT SITE INSTATED
2-2 NAILER. ENOS CFLT. SITE INSTALLED A.LML COVETED
PiEMANUFRCTURED WOOD FLOOR TRL:S
SLPPORT COLUMNS - 7'-C' MAL - 40 �T LL rr B-OL75
SIDE WALL Br OTHERS AT OR 19- OC
16. r1A32IAGE WELL
SEE TRUSS rVY4HL '
SUP MAX - W 70 SOS PSF LL ��
BILD AND FIELD INSTALLED '
T' UILDER
BT BUILDER
!THOUS
FOR TR155 DESIGN ORFrifIlOS FLOOR DECKING fIOOU(LE COLLAR INSTALLED
-
COLUMN MUST ( FiB.E
TO WITH5TAAD FU LOAD OF 1200 LEL
-
5/12 HINGED PORCH ROOF FIELD WORK SCALE! 1 112-=r-❑-
THIS R07 15 SHIPPEO FOLDED BLrK UP ON M-15E
ROOF AND INSTALLED ON SITE By BUILDER
I-�FYI FKriGER. LUWO LEDGER
WOOD I'BEAM
STRIP OR JOIST DOUBLE TRUSS
OR JOIST N
DH4iNGER
TRT #
CEILING -015T
I6d W 8- D.C.
ORTtUALt
2 ROWS THRU
RAIL INTO 16d Q Ir oL
-
51DEWPLL 2 ROWS r�
RAIL INTO SIDEWALL
TYPICAL SECOND FLOOR SHEATHAING
OG
ON SITE FASTENING
OF DORMER:
-
16d NAILS 0 16- OL
"
12 �~ tr`
�� 12
PREA4ANlFirTLREO W000 FLOORTRUSS ROOF SHEATHING BY BUILDER
♦2
6 12
(�'
SEE TRUSS BY OTHERS HAOR 192 OC KNEEWFLL
FOR TRUSS
DESIGN ORAWINS
HEROER
-
Grp
NON-KSITABL.E
SPACE NON-HRBITA�E
"5LWFCE
SPACE
2� 2.4 SPFL •2
OR EWR , 2.6 ?.4 IF..2
TYP. SILL
PROVICE5 I�EP FgNtIS W000 LEDGER DOU _E CEILING JOIST
STRIP OR JOIST HANGER ji
i1� POST BY BUILDER - OR EOU.AL
• �P05T
Li
BY BUILDER
STEEL COLUMN ITYP,1
TYPICAL FIRST FLOOR
OPTIONAL ROOF DORMERS
SCALE 3/4-=1'-0'
OPTIONAL D FLOOR TR S. TRT FIELD INSTRLLEQ DORMER QETRII SCALE:3/4-=1'-❑"
SCALE: 3/4-.1'-0- AVAILABLE ON 9/12 OR 12/12 ROOF 5TSTEMS ONLY
DETRIL #3 FASTEN ROOF FLIP WITH a] 15d
NAIL PER RAFTER COW. RIDGE
DETATL #5 B'-°OQ"G ALOO rO' CHORD
DETAIL #9 NOTE:
VENT
SEE NOTE •1
O=- TRUSS FOR SHEATHING
NAILER BLOCKING
TAR IS APPLIED TO ROOF DECK UNDER FLANGE. SKTLIGHT 15 THEN
ALUM FASCIA
IS 2.4
AT IS" CC MAX AND IS
PUT INTO PLACE 00 NAILS ARE TO BE INSTALLED. M-QU FLANGE AS
PER MANFJ TAR APPLIED TO FLANGE 6 35• FELT INSTALLED
REOUIRED FOR A MIX
LL OF W PSF.
SHINGLES THEN INSTALLED W/STAPLES UP TO FLANGE 6 MORE
TAR INSTALLED OVER FELT i SIINGLES PRESSED IN PLACE.
METAL STRAP
AS HINGE
THIS DETAIL
FZONES � SNOW OF 40 DOUBLE TRUSS EACH SIDE FORor
MRNFFrTlRERS
TOP CHORD PERFORATED SOFFIT
PSF LL MA)L A MAX LL OF 80 PSF. SNOW
EXCEEL91LIING 80
ZO
L
E5 EL ACH
NM53'R IF TRUSSES SHALL BEg
TTIms NTNT UPON LL RATING
gA�?�-OF
AP
?dww,,RO1��lC�EFLFBIING PFS OO P
DETAIL -
KY GHT T
ETRIL "A"SCALE:MAR
S OR 7/!Z TRUSS RT 24'V.C.
}y'•A•'
-- 6 2003
SCALE: 1 1/Z`=1'-0'
5 OR 7/12 TROUTS AT 16" OR 19.2' O.C.7/12
T/ir FGENCT RATED SHEATHING OR EOUA.
PRE-CUT FOR SITE INSTALLATIOV BT BUILDER
sera a, ae
M-OOVAL 111�II � ED T
SIDING OR EBUUIL SUPPLIED PRE -GLUT FOR SITE
TYP. RTTIC A . CEPS RUE) KY IGHT FRAMING
2.4 MIN SOCK �� -
ToRy BUILT POD l id
SCALE: 3/4"=I'-0"
INSTALLATION
INSTALLATION BT BUILDER
DETAIL #7
D ET
BNN-5/12
FOR ON -SITE FASTENING
SEE SHT 71 -
CONTINUOUS VENT COET. RIDGE VENT
SEE NOTE .1
h4 TRUSS TOE -NAIL CD 16d NAILS
PRE-MAriFACTL150 WCCO TRUSS
PT OTHERS] AT IS-, ISZ OR 24' O.C.
FROM 2.8 TO 2.4 RAIL
SEE SPECIFICATIONS MAN -FL
MRSTER SERIES
FOR TRUSS DESIGN DRAWINGS
A
ALL MODELS
FPsaA
FRAMING DETAILS
BOCK 2a4 OR 2+� TOP PLATE 5(FFIT i �
�---0 1 I? : 9 1/4- MICROLLRM KEPIS FOR 40 OR W PSF LL SNOW ; ;
MUNCY HOMES, INC.
ALUML CR VINTL cu 1 1/2- : 9 1/4" MICROLLAI B PInS FOR I05 PSF LL SvLL
DETATL " D"
SOFFIT WENTEO 5PPORT COLUMNS - IO'-s DO MwL SUPPLIED AND FIELD
1567 PR ROUTE 442 EAST
SCALE: 1 1/7'=1' D
INSTALLED Br BUILDER COLUMN MUST BE ABLE TO
WITHSTAND AXIF&- LOAD OF 48M LB
MUNCY, PR 17756
SECTION THRU OFFSET ROOF FT 1 n WORK
6Y
DATE
SCRLE
REV-
HT. NO-
TYP. S 1 SECTION THR REPORT
DRN
SCRLE: 3/4-=1'-0
M.1L
3-22-91
SHObM
5-2-2[I03
8n
SCALE: 1/2"=1'-D"
°RTC NAME
❑8\Ba