scan 018CS 10d KTILS. )S Or, ON SITE RIDGE
1 1/2'SBUk30 pe. GALY. STRAP OVER RIDGE
e 48' O.C. !'AX WITH (4) 8d NAILS PER LEG
INTO TRUSS (-ITEI
ALTERNATE CONhECTICK ROE
ZA COLLAR TIE FASTENED BELOW 2z PLATE TYING
TOP CHORDS OF TRUSS TOGETHER COLLAR TIE
.SHALL FIT TIGHT FCAR457 ROOF SHEATHING A"D
SPAN FROM FKONT MODULE TO REAR �
COLLAR TIE SHFL.L BE FASTENED WITH (4) 101) NAILS —�
OR E CUAL AT EACH 54D TO TRLW TOP CHORD.
COLLAR TIE CCMIECTION IS rFPCRTCRY FOR
RHOOE ISL. AG, 120 MFH - 3SG WAD ZDNM i
FOR FRSTENDJG\
SEE DE7RIL •U,
(5TTIJ
INSULATION BAFFLE-
TYPICFL
A Al
LZ' CR 5/S GYPSUM EoFfM
1-TYPICAL Z14 OR 2:6 SIDEWRLL CONT. PLATE -�
TYPICAL W OR bA MfR n-.rE WALL -
FIELD WORK
]AJ/
30 p� GALV. STRAP OVER RIDGE
CONT RIDGE VENT, SEE NOTE •1
a 48- or- r AX FlTH (4) 8d NMS PER LEG
INTO TRLE'CON ECTIOM
c4 aSPF .3 DE ECLFI-
ZFL
TIE FASTENED BELOW B,
1.4
PLATE TYING
TOP C� OF TRUSS TOGETHER COLLAR TIE
4 '
SHgLL FIT TIGHT RGa* T ROOF Sh£gT)4NG AIID
SPAN FRG m FRONT ALE TO REAR Y{)CULE
10d NA 3 12' OC, PLATE TO PLATE (SDTD -
COLLAR PF SHALL BE FRSTQ WITH (4) IDO MILS
OR EDLYL�BT EACH ETD TO TRUSS TOP CHORD.
- KNR WALL
COLLAR TL: CONWCTION IS PA43ATMY FOR NEW YORK
- - _ -
AND RHCDE ISLAND in 120 MPH - 35G WIND ZoN Ea
CONTB&X)US LATERAL BRACING TO BE
EOLRJ-T SPACED. ATTACH WITH 0 8d t4MS
SS
pRc-MRJLFACiI.RED WOOD TR1J55
ED16"OOD92'
r TRUSS. HINGE. SEE DETAIL .6
OTHERS-) AT OR O.G
� pSPECIFICATIONS
PRE-M7R.FRCTURE0 WOOD TRUSS
FOR TRUSS IX5>GN +DRRWAAGS
-Z 0 BRACE IFACTORY) MY OTHERS) AT Is, 19Z (R• 24. OL
SEE SPECIFICATIONS MANLKL FOR
_ KING POST
_ - - TRUSS DESIGN CRRWD GS
- -
_-_-_-_-_- _
- 12
5 OR 7
OPi CATHEDRA
ROOF IISL(A7ICN FOR 24' AND 26 WIDE
Ulu OVERHANO DETAILS
7' OR S/M2 1/2'
SEE DETAIL -C
)MPRESSICN STRIP
FOR 2M WIDE UNIT
OVERHPM DETAILS,
SEE DETAIL .S
TYPT .RI ON 1TF FPSTFNTNR DFTRTI S - S/17 OR 7 /12
DFTRTI tt3
FOR THE GABLE OVERHANG BLOCK TO RAKE CCNECTION OR
FIELD WORK GELE OVERWNG INSIDE RAKE TO TRUSS CONNECTION,
SEE: FRSTENDG SCHEDULE
SSE SET-UP ASTR'I7loms FOR E"T.R.'CR SOFFIT,
FASCIA, J- RR1L PM DRIP EDGE TO OVERT. ri SITE WORK.
8JY AND RD OVEm4m 19 Lim= TO Ir MAX
1(L IN 1IM MPH - 35G WAD ZONES
Z,4 5PF STUD GRADE OR ECUL ETD
TRUES AT WAA-L
ONLY AT ETTVE FAD EXTERIOR 5HEATHOJD
ii1.6 DIME RND AT h P
OUTSIDE RAKES
3 '
FAVF FNA
1.5 SPF .2/.1 OR EGUAL CABLE
OVERH*C BLOCKS AT 24' O.C. MAX WHEN THE DESIGN LIVE LCRO EXCEEDS 60 paf,
THEN THE -BLOCS SFR L BE AT 1E-0 r. K4:
NOTE: ROOF SHEATHING IS CONTINUOUS FROM TRUSSES TO END OF OVERHANG.
TYPT.R FRONT OR REAR QRS F OV RHRNn OPTION nFT _.
SCALE 3/4 -l'-0'
DFTRTI tt7
FIELD WORK
• RIDGE VENT, SEE
IiIIIItIII IIIIIIIII I III1I
NOTE .1
ROOFING MATER
IA-L
DRIP EDGE
�T�
SIDINGFLAHING
�� VENTNOPE
II II _ 1 I II
II I I II ROOFING MATERIAL
APPROX FIRST FOOT
II II I I II SITE INSTFLLED
II I I ll
II II II
II 11 1I TRUSS
II II
II II I
SINGLE BOX FXTFNSTnN
SCALE: 1/2-r-0"
• SITE INSTALLED
DRYWALL
EE�Pj
DFTRTI tt8
ALTERNATE "S TFVLEI
IN PLACE OF 2x4 BLO
a4-
SLUE RATE
W BRACE
KING POST
L?' OR " GYPSUM BOARD -/ CON'T.
fYPIGL 2x4 OR w SmEwvLIL
TYPICAL NS OR a44 MARRIAGE
FIELD WORK DET271 all
Q 10d hFM-5 IV Or, ON SITE RIDGE TO RIDGE i51 NRIlS a 3 1/2' O.C,
HOAR. PLATE TO VERTU PLATE
CONY, RIDGE VENT, SEE NOTE .1 BETWEEN TRUSSES (5'TD
ZA4 SPF •3 OR ETaLF1-
1 1x4
2z4
]Ili NAIL a 12' O.C, RATE TO PLATE (S'�
CCNTD&C(JS LATERAL BRACING TO BE
EOUSCLY SPACED, ATTACH WITH m 8d NAILS
TRUSS MIIJG& SZT DETAIL •6
FOR FETPCI- N(',
SE DETAIL .11 SIMPEK J F!8 RFT D" CFV
(SifE7 � 48' oa (551M
—15 OR 7
KNEEWRL L
/-ROOF DSULATICN
FOR 24' AM 2E WIDE
UNIT OVERHAYTG DETAILS,
1/2' OR 5,8 1/2'
SEE DETAIL .4.
COMV TEaSIDN STRIP
FOR 2B' WIDE LNIT
OVERHANG DETAILS,
UNIT WIDTH
c•� DETFm .c
TONRt OFFSET ROOF SIT FQSTFNTNn nATon /)2 OR 7/17
QETRTI tt5
FISERGLPS
E OR SELF SAILING E.
OR SELF- SE]FLING ,
TYPE 15 FELT WITH Ir OVERLAP OR
TYPE
TY 15 F AP CR
FELT NI7H 18' OVERLAP OR
•55 SIMPLEX STQJGLE LILERLAYNLFNT
- LD( SWIDE LJ ICEI3ATMEM
OR
OR EQUAL 3E WIL. AN IL Br* --I...
THAT CONSISTS CF AT LEAST (2) LAYERS
O8 5TP.IP TO PROVIDE AIR SPFK~•R
FOR ATTIC VENTIIATION
t.T®RUSS
Ur-
T CON IS WIDE T ICE BF0 LA
DON52515 OF RT LEAST m DRYERS
OF UNDER AYN NT CEMENTED TOGETHER
OFF
OF L4CE72LRYMEM CFIIENTED TOG -)HER
OF R SELF-f POLYMER o
OR CF A 5ELF-;CH RING pOLYME7t MODIFIEDTRH
HI7UMEIJ SFffT, ShFi11 BE ISED IN LIEU
hiDJGE STRAPOR
SMALLG
SEABED. SHALL BE USED IN LIEU
LIEU
OF NORMLL U�AYMENT AND SILL
a 48O,G
OF N0fN
EXTEOF NORMRL THE EYMENT RFD OA
EYES EDGE TOR
EXTEND FROM THE EYES EDi GE TO R
POINT AT LEAST 24 IN RlSI E THE
POINTD LE T
PIINT RT LEAST 24 IN, ASIIE TFfXTERIOR
EXTERIOR WALL LINE OF THE BU➢.DIG,
WALL LAE CF 7HE B.GI.DAG,
CONY. 1/2' OR SAM
1 1? DB STRIP
(rYP. AT BAG. SUPPORTS)
ALUMMM DRIP EDGE
TRUSS
CCNT, 117 OR S/rx
1 1?' OB STRIP
(TYP_ AT BAG. SUPPORTS)
FLIP SECTIONIDGE
I -
CONSTRUCTED SECTION ASTR=
ROOF SHEATHING /�JJ-RFlFTET
/-RIDGE BERM/ /
PRE-MANUFACTURED WOOD TRUSS —J
®Y OTHERS) AT 16', 19-- OR 24' O ,
SEE SPECIFICATIONS MRNJp_
FOR TRLk.'G rKSIC-N D2oWA,:S
STRUCTURAL BEAMS
MODULE 'Fr
ALUMI DRIP EDGE <
1.6 FSSCIA BOARD WITH
fLUK COVERED FASCIA
.-\
_- PERFORATED SOFFIT PER -CRATED SOFFIT
FIXED OVFRHRNG
SCALE: 1 1/2-r-0"
D TRTI tt9
(srTn FIELD WORK
FIELD WORK
u u n
II II II
1
SEC..TD STORY SIDEII
it 11 II TYPICAL TRUSSES
II � 11 II
11 11 1
-L (SITE)
MODULE C
OPTTONRI OFFSET (ONE OR TL AO STORY I IAITTS)
SCALE: 3/8"=1'-C"
LATERAL- B�CR:G I N a 24. OR 16' O.0
KEEWRLL ---
FLOOR JOIST
TROW
m 16d KIILS TO TRUES
FTER OVERHANG IS
OWERED. BY BGI...DER
BY � T 70 STIR
DJSTFLLED BY BUILDER
FOLDTNG QVERHRNG FIELD WORK
SCALE: 1
FIELD COMJECTION OF LOWER ROOF TO SIDEWRtio DFTRTI #1 O
Wd NAILS a B' D.C. 2 ROWS STAGGERED
T ROUoH RIDGE BOARD To SIDEWAYI.
FIELD WORK
'RIDGE VENT INSTALLED PER
MFRS INSTALLATION INSTRUCTIONS,
SIT NOTE •1
SHERTH R4, UKDERLAYMENT. AND 9HONGLE9
-NYLON STRAP FOR FLIP SECTION
I- TOP CHORD
TRUSS KNEE -
FOR FIELD NAILING
5EE DETAIL .1
�1
�-BOTTOM CHORD
cEll_TNc .bls
OPTTONRI OFFSET (TWO STORY NITS)
SCALE:
WITH
1/Z* "M-S
FIELD WORK
POST
ZI - IKira; FOST
FASTEN BOTTOM WITH
00 IM x 1 1/2' NAILS
FIELD AI5TAi1ED
TYPI.RI ON STIE FRSTENTNG DETAILS
SCALE: NTS
DETAIL a6
FIELD WORK
i MAl
r
ROOF SHEATHING
AFTER ROOF HAS BEEN RAISED TO
APPLICABLE PTrCK GO TO BREAK IN
ROOF, LIFT LP 5HDG-ES 6 ASTFLL
0 15d NAILS INTO EACH TRUSS
TRUSS HINGE FIELD WORK
SCALE:
L RIDGE BOARDS ARE INSTALLED R MAdMU1 OF 1' BELOW
PEAK OF ROOF TO ALLOW FOR ATTIC VENTILATION
I a ....� `� `" ,m —
4-44
4 V $9;
ado MIN
RAILS
16d TOE-NAILEDFLOOR
J!j � L 4
orO.C,B
tZM
BUILDEz
wo MIN-RRll.S
°
3 ;t----
-
MRSTER SERIES
ALL MODELS
ALTERNATE CONSTRUCTION DETAILS
MUNCY HOMES, INC.
T. FI OOR
CEII TN
1567 PR ROUTE 4-4-2RI
R SFMB Y
MUNCY, PR 17756
(TWO STORY
UNITS)
DRN BY
DATE
SCALE
REV.
HT.
DRrA\ NAV1E 07
07\ 71
M-L
3-22-91
SHOWN
3-30-2006
71