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LOCATION OF ON SITE STORAGE AREAS FOR EXISTING ITEMS TO BE REUSED OR b. FILTER FABRIC: WHERE A DRAINAGE SYSTEM 15 USED, A REQUIRED FDR MOISTURE BUT 15 SUGGESTED FOR RADON !� .4 9 B 3 1
I , 111 , SALVAGED.
' I 11 1 FILTER FABRIC OVER THE GRAVEL BED AND DRAINPIPE 15 MITIGATION. IT 15 NOT NEGE55ARY TO CARRY THE GROUND , p
RECOMMENDED TO PREVENT CLOGGING OF THE DRAINAGE COVER MEMBRANE UP THE FACE OF THE WALL UNLE55 THE c F
4. THE DISCONNECT OF ALL ELECTRICAL DEVICES REMOVED SHALL BE AT THE 5UPPLY AREA WITH FINE SOIL PARTICLES. WRAPPING THE FILTER FABRIC INTERIOR GRADE IS BELOW THAT OUTSIDE, OR RADON 15 OF _ G '
I 1 2X3 RIM J015 ATTACHED TO
HE SHALL BE STORED ON SITE FOR REUSE WHERE AN OPTIONAL TECHNIQUE PARTICULAR CONCERN. A MEMBRANE ON THE WALL HELPS ti
I I
JUNCTION BOX OUTLETS AND 5WITG 5 AROUND THE ENTIRE GRAVEL BED 15
9
9 LEAK THROUGH THE
WALL TO THE
I MAY L
I L 1 THAT
- STING STRU TURE. BETTER PROTECTION AGAINST CLOGGING. CONFINE WATER t�'
1 1- EXISTING FEASIBLE. FOR �
; 1 I � 1
j j' I I
(1 1 �, 1I /// 5. CONTRACTOR SHALL SHORE-UP AND BRACE A5 REQUIRED DURING DEMOLITION TO UNDERSIDE OF THE MEMBRANE ON THE FLOOR. /®;1t,�
�, I
ENSURE THE COMPLETE STRUCTURAL INTEGRITY OF THE BUILDING DURING AND AFTER `�• CAULKING: CAULKING AT THE FOLLOWING INTERFACES WILL
I{ y I c COMPLETION OF THE ENTIRE SCOPE OF WORK.
MINIMIZE AIR LEAKAGE: FOUNDATION WALL/51LL PLATE, SILL 20. CEILING INSULATION: INSULATION 15 PLACED IN THE
1
.III I PLATE/RIM J015T,RIM J015T/SUBFLOOR, SUBFLOOR/ABOVE-GRADE CRAWL SPACE CEILING WHEN THE SPACE IS VENTED. WITH
1I
1 _ THE EXTERIOR WITH AN ARI6ARRIER MATERIr�L (01'ESE TpINN �N FIBERGLASS INSULATION PLACED BETWEEN THE WOOD JOISTS,
,I 1 I -
THE VAPOR RETARDER SHOULD BE ABOVE THE INSULATION.
11 I o I 1 I'
( r I
f 1 Il' I I I 1 1 21. VENT REQUIREMENTS: A RECTANGULAR GRAWL SPACE
11
I ;.I. t �' ' 11111 1 II I : 1 I P®�N4T I®NI N1®mrs-E)E) 10. INSULATION INSIDE RIM JOIST: INSULATION GAN BE
REQUIRES A MINIMUM OF FOUR VENTS,ONE ON EACH WALL, N0. REVISION / ISSUE DATE 1 I
�1 1 II �'; I I, 1 I I I I I I I I I I I 11,
Al'�?, . II • I„'� 1 ;I I, ; III:-I I I I I I I I I I I PLACED ON THE INSIDE OF THE RIM JOIST BUT WITH GREATER LOCATED NO FARTHER THAN 3 FEET FROM EACH CORNER. THE I
. '„111 I I F 2& I I I I I F 2 0 I I I I IF 2•d I I F 2
II " I.t , : I f. II i. , IE y I F2.
I; I i i, VENTS SHOULD BE AS HIGH ON THE WALL A5 P0551BLE BUT
{ ,........ ,a.. .. . , E ,....1.
gg RISK OF CONDENSATION PROBLEMS AND LE55 AGGE55 TO 11.
II 1, 1.'I;:.I dj � ;!. ”; 1 i.. ' •t, i. i:' rl, ,. 1 i '''''I 'I _`
i 'i 't (3) 2 3 51 L BE M (3) 2X3 ILL EAM O 2X SILL BEA4 1� �OOTlNC7 SGH����E WOOD JOISTS AND SILLS FOR INSPECTION FROM THE INTERIOR. BELOW THE FLOOR INSULATION TO BEST CAPTURE BREEZES,
�1 I
it :llI ” ;I +�11111s 1 : , 1 III �G l';[ 't ll 11 Il Iil �1 — _ _ _ _ — �j
I Ii ; !I I - - LOW PERMEABILITY RIGID INSULATION(5UCH A5 EXTi�JDED AND LANDSCAPING SHOULD BE PLANNED TO PREVENTI 11
�1 I it
I�l `y REMARKS POLYSTYRENE SHOULD- BE USED OR A VAPOR RETARDER FREE OPEN AREA OF 1
g ' i ' I` ' '.� " I IIs Ii1 "`I I :1+
#'{1 �' tI €�'. it I( `..� I� t; iij `,:I 11 �, I:,. �I , '., 1 1 11 I , F—'
,; I I , ; „ „ ti I,, �, I� MARK SIZE BOTTOM REINF. ) I
11 i', , 1 -1 I I ; ?, -I OBSTRUCTION OF THE VEP TS. THE TOTAL ( )
,,;. l :, „ , ; o I I SHOULD BE PLAGEI� ON THE INSIDE OF THE INSULATION AND ALL VENTS SHOULD BE NO LE55 THAN (/1500 OF THE FLOOR I s
l+ 1,.1 1; . , ;, I I 12" x Ib" x CONT. 2-#5 CONT. TYP. FOOTING SEALED TO ALL SURROUNDING SURFACES. AREA.THE GRO55 AREA OF VENTS REQUIRED DEPENDS ON 1
1 4 ,�. I„t II , . „' 1 , I ,, 4 ;. I s4. 2xb (OR10i FLO R J0 5T5 _T T I- �-- rJ x _ 1GF I.01I+;l.j {iI' 'Ivd ,1 16- I' "I" p', ;ii 1' i I^.', i1. I I'.I ,kj•bi cr O n — i
„I „ i.; },. 1wr#3 @ 33 TRANS. THE TYPE OF VENT. IN THE ABSENCE OF A GROUND COVER, PERMIT SET
(3�'1 'I ,I':$( 1 ,. ; ''ll ! 1 ' Ib �NTRi I I I 1 - : THE ATE SHOULD BE AT LEAST b THE11
1� lI „ a 1111 I EII ;I, I ,;I II. SILL PLATE SILL PL THE VENT AREA SHOULD BE INCREASED TO 1/150 OF 1
,. , I"I,. �. is I.,. , ,, 1. 1 11:-..I I rl4 , I , u u u
i : : I n s : ,1, I i x 1 2-#5 ea. wa
, a�-,, II.t I I' I 161 n I F 2.0 18 x IS x 12 y TYP. PIER INGHES ABOVE GRADE AND SHOULD BE PRESSURE TREATED meq, VENTILATION ALONE SHOULD NOT BE RELIED I
. { ¢: , I' & I I Il . Iy I 1 f FLOOR A
I� X111, 1 i •1 I 1
I;g 1 h I 1 1 � I , t I o .ri I TREATED TO RE515T DECAY. WHERE SOILS ARE KNOWN TO BE M015T.
1 ri,;t { i {I;., I i I;. r, 11, ss vl', fk :.``I ,, `I :it, .f IB .f .l ,,I.¢,. i Ids ', 1 n n n —# 'i ( 1 ,
�1I� ;; i ,•I, IiI 1 UPON
} �� �+ l : iI 1 I, II. I �,1 . L�I ,I''1 F 3.0 32 x 32 x 12 ay
., 1: '1 ! I .1 I. 's s
3 5 ea w COLUMN PIER
s1 111
h �, ��li i I F 2y I
rI r,. i r, .1 : t .r �'I, I F 2.0' v;I _ _ THERE ARE„ . .( I , I ,,: � I�, ��' � _ - - - 14. MASONRY WALL: GENERALLY WHEREI r � , � ; II _ �_ � . I
i;il .: 1 ., (, e .l:r — —
x I ° II "i,, E� ll 'I 1 - -- - - - 3 Xb 5 LL B AM I I
II I1 „ ,:Ir;,.: .. ”, l II : i O _ SOI 5 IN OW SEISMIC ACTIVITY NO
,� , . I , A �, I �� r 1 ��N� , - -
_ _ _ — STABLE L AREAS OF L
h , ,I,. {., �, I 1 � �-- - -
}}
:. 11� '� 1 1. ,II: l.I L,I 1... - _ _ _ - P _ _ SHEET NAME
1�„';, .:,1 h, ;, 1,1.x. ,:I khi 1i 2xb RIM J015T (TY ) FORGING 15 D IN AN b INGH THIGK MASONRY WALL I,:
1 4' ,,; I' _... I t 4 11:)�t �':j , r ,. 1, k ,: a M ++ d ..
hp , ,.1;I . ,�, , , .;1': -,,.3 ' 1 1 11...1.,:. i .,:. 2xb RIM .101ST(TYPI _, .,. .. .�. -.. . ----- ----- „ ... REIN REQUIRE t ,:' ..
t v �„ _: : f' : :k; „ 1.. �. -- - -� a NOTES. 1
s , 1 i ;I . , 1 i I I I I I I I 11 ORGING 15 REQUIRED IT
�, ,1 I; € ;I ' ,; Gam” I I I I I I I I WITH UP TO 4 FEET OF FILL. WHEN REINF ��
';.,1 , r i 3 . '�: I1 11;1.1 1 ' 1 "i `1 �' I I ,` It ll ,'; 1.1 ii I 1 ' �, I�
i I ,, , .{ I I. REFER TO 53 FLOOR PLAN FOR WALL LOCATIONS B DIMS.
r ` 'I,IIli' ! I ;i I ; 1L` ':- ; ' MUST BE GROUTED INTO BLOCK GORES. VERTICAL BARS
` 1 I N <r 2. REFER TO SHEETS 53 and Sb.l FOR FOOTING SECTIONS AND DETAILS SHOULD BE SPACED NO MORE THAN 48 INGHES APART OR b E M O P L N
' I ' ° I '1 ! 1 111 jI I'I'l l " , , 01 1
L SII , II I1 � 'i1 j1 �1 1� 4 u' 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH
'` ��'
L! I L, ` I I, . 1 : '1 : ;� � I I b FBG - R403 TIMES THE WALL THICKNESS, WHICHEVER 15 LE55: 1
E 1
FOUNDATION PLAN �I {
s -1a
J 4. CONTRACTOR SHALL OBTAIN 501E /DENSITY INFORMATION AT ALL
Ib. INTERIOR FIBERGLASS BATT INSULATION: FIBERGLA55
I ', -- - - - -- - -- -- - - -- x LOCATIONS RECEIVING NEW CONSTRUCTION. OBTAIN AS REQ'D TO VERIFY
;I ;; 1 i : it 11` I;I 11 i , x1 L 1 I
t ' I 11 , 1 ,� - - - - _ _ N BATTS GAN BE DRAPED OVER THE WALL AND LAID L005ELY ON
_
yp THE GROUND AT THE CRAWL SPACE PERIMETER. SPECIAL .,..
SI�i klr., i1 : !: - e ;. ' =1111 ry I 1 !',.; E 1 V i:. I
1 . , s 2xb IM J015T(TVP) SUITABLE SUBSURFACE CONDITIONS. - TINUITY OF THE VAPOR
11=,LI • >... 1! .1:'I> " :G - .' ;, h y --a - - - ~-� "`-" 5. ASSUMED ALLOWABLE SOIL BEARING CAPACITY- 2500 P5F CARE 15 NEGE55ARY TO MAINTAIN GON OT DATE: 2/Iq/2014
1 :I ,:, I ,i I, :I �1, GF TO . PL11 I
It i�Ii ," . , l '.,:' . r 4'I '' I I I 115 G
11 { i (" I , ll ; [ 1 : 111, 4 RETARDER ON THE INSULATION FACE. IF LEFT EXPOSED THE DATE:
:illI i ? ' ; 1,1 1 ; I ` I I I ; I:i I I ll I , I- I: ' I `= :I I I. „1 „ BATTS SHOULD HAVE ®LOW FLAME SPREADS PAGING.
6 I' ,l ,Ii £,I I a 111 ` ' I{`;I . , l II: 1 1' ;I {' Iu ' 12'-b" 3 24-0 12-b
4 , A1111 i :' 'I� II SII ) jI : sly 1i ,�,s (V -
( I a.. d,l a- 4+
I ; { � �ji I :i �� 1` S6 I 11. CRAWL SPACE HEIGHT: THERE SHOULD BE ADEQUATE iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii1.,.
PI I','� '
__ __ �°
I I' 1 1 I i ixI .1 °I
I 1 l I { SPACE UNDER ALL BEAMS,PIPES,AND DUCTS TO ALLOW A
I.I 1 .� 1 I1 i I I ,i r- PERSON TO AGGE55 ALL AREAS OF THE CRAWL SPACE,AND SHEET NUMBER11
`. I �li 11 111 I! 1 1 I I 3
I ESPECIALLY THE PERIMETER. LEAVING ADEQUATE SPACE
p /�
c. 4 I III e,&
1.
I;'I 1 1 1 _ I I I I ALSO PREVENTS VENTILATION FROM BEING IMPEDED. CODES
1 Ili , ----------- -- ------
L_ F 3.0 -- -- F 3 O AND STANDARD PRACTICE GUIDES USUALLY GALL FOR A
9: , III 1 "
AGE FL
OOR AND
I,1
MINIMUM OF 18 INCHES BETNEEN THE CRAWL SP
I I
THE UNDER51DE Or- THE JOISTS,BUT TH15 15 OFTEN11 I
I`. (I I I INADEQUATE AFTER DUCTS AND PLUMBING ARE INSTALLED. 2 1 1 I I
! 1
PLAN NORTH INSTEAD, A MINIMUM( OF 24 INCHES UNDER THE JOISTS 15
I [:�
ADVISABLE. AN AGGE55 WAY INTO THE CRAWL SPACE MUST
IFLCOR ALSO BE PROVIDED.
I
I I II
I 51.1 1/4"=I'-O" 1
::I I I I I Ia ! I r 1 1 1 1 1I I j , I 1
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III.
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s��.,u I I � � ,II , ���1 :Ir „y.. II! : 11F.. 1 ��'i" I °�i�'I,II{ 111
M1 I RI I III 1 Ii ; II
`I II ! I i '
r r' I I
1 ii i
1 1I I i I ) TOP PLATE
r
w ., 24-2 -
fl� I f I I III I � ill 59NER�4L NOT96IIII! 43
f l i 1 + l — — — — — — — — — —— — — ——— — — — — — — — — — — V 11
II 't
1 1 d. 14 ' �,� r j S I II 1 �r I I� �,, { iI . 181_011
4'-b" I'-8"
l , I ' 'I� I,I €�f ! �� 'I 1 I' I i I. CODES USED: 2010 FLORIDA BUILDING GODS AGI NDS APA AND A5GE-7-q8. ALL LATEST EDITIONS I I
' i f I, ,, I1 i1, 1..� ` i
I(: ; " 00 : I
I Iil� I I 1 , ..1 ,1i`; 111" USED. - 10'-6" 7'-6° _ t
,1 ., l '1:4 f'l'11 1•d, ,"II. ''^,1;II�.1I' ` 'I.�;' I I "'I Ili�..,, Ii'..' :;. 2.ALL DE51GN,CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES _ _ - _ _ -. ..._.. ......_ .._... ....... ...._ _ - - _.. - _... ..._. _ - - .._.. _._. _ _ _ / o ;. W O , ,
I , I„,II, �I AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. ( I - - -1 ��� ��� 4Z cv Q, J Z (�
1 k I. P I ���"p II'( �; I r 'l////
" ' + 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB 51TE PRIOR TO COMMENCING ❑�❑ ❑❑❑ - wirr
I t r I
i a i h ,II i��+II � � I CONSTRUCTION. = rim In
( ; �, 0
I 1 � i11 , i If l I I ❑ I [][][I li[]� IiiiiiiiiiiiiO J
2 I , ,. ,,I + , , I 0 < I 4. DETAILS FOUND WITHIN THESE DRAWING5 SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS -
i �Iril, F I 1 I, f� ”. , „" JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE I - 'It_ - -� ❑❑❑ ❑❑❑ N
�, l� 11•t I I ` PLANS.
, 1:1Lu� FINISH FLOOR N m
r, , + + �, �-; r GINNER - - - - - - - - - -
I 5. SUBSURFACE 501E CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE I d I '. < (+� w
+' Z
1 ! SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS• SOIL in I I ( 11 11 II 11 II 11 -
t1iDI D2 D3 Z Q V U'
I
I ; PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS r I I I I I 3'-PJ" X �'-�" 6'-m" X 6'-13" 3'-m" X 6'-8" � � wo 1
I I I I I f�Rl:-HUNG W/ SLIDING GLASS INWING FULL I
f I : I SPECIFIED WITHIN THESE PLANS. (3w
�. w
11 i
J
I Z ll111. 1 = TOP PLATB �/
0
SII + 1 II
I I I I ;1 ' I IIh � , I I I ( I I 3P�" SIDELItE LITE �� � I 1 � '
� 1� M14 TER 55OROO I =_ I — — — — L 0
� � � ' I I - - - - - - - - - - - - - - - '"� II�I� .
, -
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DE5IGNGODE: 2010 Florida BuildingGode (FBG) 01�1 1 '=011 I 172 p I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m LL O J O I
,IlIi I ,I I + I 1 2010 FLORIDA BUILDING CODE - RESIDENTIAL6w 1 -1 I O O
I ❑l ❑oo w
I �, I l ,i '�' I I I I,I 2010 FLORIDA BUILDING (;ODE - EXISTING I I I I H00 = Q - O O I I
I — — - w
I: �, —
1 I,I'I' I 1 ( OCCUPANCY. Residentail Group R 3 (One and Two Family Dwellings) I ❑❑❑ ��a ��❑ ❑❑❑ �- _ 0� Z J N � In 1
I I , ( fI ,; : I I 1 ! I iI I ' 1 CONSTRUCTION: T e V, Un rotected BA51C WIND SPEED: 130 m h I I I ( Ll I
�+
E �I �,' �i< �I i WIND IMPORTANCEFACTOR: I.0 (Category II Building) p = I I I I I ��� ��� ��� ��� _ m o � J 00 0 11� ,
, �,I l ��
i' II'i;'1, 'I � 'L`i I` I I` � . i Ij WIND EXP05URE: B(Greater than 1500 ft from COL. or mean high tide) I II I I i I ' °j �` s O m
I,�,,, 1
I' " �i; �I 1 � � II INTERNAL PRESSURE COEFFICIENT:+/- 0.55(Partial) en) = I 13-I 4-0 ❑�❑ ❑�� ❑�❑ ,a _ _ Q Z I
Ie /�,, - - - - - -
I i ,'. I l ly,�: i, 1 1 r ;I 1r 11 y "I' O FIF11 -- - �`� s N
+ ' �� ,I LU U
I I MAXIMUM DE5IGNWIND PRESSURES(psf): �, 5 _�__ - � 51-011 I ;FX - - 5 i I ��� ��� ��� ��� o . I
I �� I ' I � ; h � 56 I -- - - 56 a �� Ill � � �
I I
i � ;
I .II
' ! u r 11 ! „ �,I 3 �il� DE� DoO 1111 '1;i�� ::, 11 II .
�1I i, , I Opening Size (sf) Edge zones (6 0 from outside corners) Interior Zone % I I FINISH FLR U O J (�
I 11
.% fn
I 1, _ I I I IID�II 1111 II�11 - it r/ -
+I �� I V
oiii , ) I 0-20 +25.5 and (-)34.1 +25.5 and (-)27.6
' - - - - I
I : -
- I ( 1 II I II I II I II I II ' M1 J
ii I' � I =' 13 21-50 +24.3 and ( )31.8 +24.3 and (-)26.5 r Z -8 X -� 31-011 X -� 2 -?J X 3 -� �
�: 1, !�, is �II 151-100 +22.8 and (-)28.8 +22.8 and (-)25.0 - I ._0, � 1I
SLIDING GLASS SINGLB HUNG 31NGLs= HUNG
( '` I
{. 1.1 , l 1 I I� , l 1" = 1 I 2 QTY 1�
I ll I III I 1 ` >100 +21.7 and (-)26.4 +21.7 and (-)23.8 I I CLOS. I
�' I� ' I� �'. I I I 11,iSTR 514TH 11 I I 56
[ ;I I _ ���®� ®® �� �
i ". r. ; 41rI I� I ; 1 i1 I i 12'=�" 1�'=�11 II W
Iy I i 'il I �' I�i+1 I ' �` DESIGN LIVE LOADS: FBG 1607 r� I o� - - - I
., 1 r i ' IIi� ti ;,� o I — I 34'—III ( )
Roof: 20 psf - `- v
�I 1rI; I I illi:; I iII 4 �I IIf l :I111i�111 �I�I I f II I. ` 'II Attics with Storage: 30 sf I nc I I I
I
9 51_�II
II II {. ? 1 ��IlliIll III 1 < f i11I I u 1
I 1; k
r 1:j I I iLE I'i I J : i ' ' 1 1 ,'if I I!1 I . ;I Elevated Floors. g f
Attics without Stora a 10 psf I I � Z I
q 13/4
1.
1(it i.I,113 �� II IIS ?I,II ki 1 ' I �, I I' I —� — ............ i
p � 1 .: I I I
I
40 s i
1. II I
I -V , 1 r hl I�r I �r' I I 2 �\ i0 l I
"I, �1 Idf I+ i j � L CAST--IN-FLAGS GONGRM, shall have a compressive strength of 3000 psi at 26 days. Q1 I I �-+ �} I
- _ ..... ....... _..... ....... .... -
1) , � ; GONGI�'TE MA50f�RY UNI75, shall be hollow unit masonr in accordance with ASTM G 40 andshall have a .....- .. __ 0 = ... .... ..---� ------- ----- ----_ __ ..._... ._.._ ..._.. ....... ._._. ....._ ._... ....... ...... ....... ...... ....... ....... ...... ....... .� (�*}
I I G i II'Il�, I � � , I o l � � y � — __._................._� � � _ � � 1
I i i � minimum net area cop ressive strength th of 1400 si when usin T e M or 5 mortar (ASTM G 210). In - I I l
I i III 11'� d i�1 �l P 9 P 9'Type vU i n
I
"I
� I II r ,I � 1 , I I ,I I I i accordance with AGI 530, the IgOO osi block in combination with Type M or 5 mortar provides a design \ N I II I
II I` II �7 i r� I 1 i {I I y 31 i, 1. �� I 1 I I ' , I. I compressive strength (f'm) of 1500 psi. I I ��
w� i! ,i ri l lr )krill 3I' 1 1 I I.I I I I \ / I
I I I I" I ,, +I ,III ,` ?, a The rout shall be in accordance with ASTM G 476 and shall have a maximum course a ❑❑re ate size �-
1, 11 r l; 131` 1 II , h. ..r,I II 1 I,1 d l g7 9 I u I I n I n 1 n 1 n 1 n I n 1
�I, "°" "��� ' +�.`,'�... ' �, y, Ifto' Il I,P' I €' .' " (, �,, I, it I II 1 I o A 12-41/2 2 10 4 O 3-5 II-8 5-8 3-44 J ��
,:ll I ,I ,�I•,I I � ll1 I of 3/8 placed at an 8 to II slump and have a minimum specified compressive strongth of 2000 psi at I I 1. I I
II X11{-,' liy I, 1 rI it i" 4" t 1'� ', II '�I n 1 'I '
1j1 , i 'a r , ,I;I +I III'' SII ! 1',II ' r`h 28 days when tested in accordance with ASTM G IOIq. ( \ / I („(_ W W
�I I r I Ill
"I I ILL
i,Ii iII '.ir, '„ i" I' "II II' ��!,l
III I €,��,,, , 'I� I' " i' rI� �'I II�ORONS 5TF.�L: shall be A5TM A615, Grade 40 REINFORCING STEEL: shall be A5T'M A3b. 2'- " � / a� I
I �; �I1d 11 I I f l I' I 1 �I I I I' I STIES PIPE AJrD 5TR11GTURAI.TUBING: shall be ASTM A500 (Grade B) A �- - - -- - - - - - - ---- - - -� �_ -- J1 �. 11 j,I 1111I �I ; r
i I I!`�I L�, 11 I ), 4I.1 1 I =1t I 1 ` I I ��yRE FABRIC,(MIll: shal l be ASTM A185. / :1) 'I I _
I� 6 . I 340 A EMENT \ I / 2 MUD ROOi"i I (�
�.I�
I 411 I I , I I I I I I� I ERE 5 INDOW D IN INCA R®®M 1 V
i�° „ I i ANIGMOR BOLT5 RIND TREADED RODS< shall be in accordance with ASTM A 307 or ASTM F 1554 Grade 36. 1 R 8310 \ / �' 1 i -� - !�- i `fi
I �'I�I i I 'i L II ,II I R i shall be in accordance with ASTM F 436 Grade 36. NUTS: shall be in accordance with ASTM A 563 \ I / Q El
i _.
Ip i , '� �I'i I , I Ii Ili I 1. I Grade A Hex. I \ I I // 0 I 1 < �"°-'
�.l I °t;l' `� ,III` f•!I p - shall be one of thefollowing products (DUAL CARTRIDGE INSTALLATION ONLY): = I A\ I / I 1 /dl I �°'
�� j j 11 f` � Ili , I I' f '" I I ,e + II� " 51m son 5tron tie Go.,Product. E ox Tie SET n
r �' II '', 11 1'+'I� 1 ., ; X11, �,! , I,; .�, Simpson Strong-tie Go.,Product: Acrylic-Tie AT ,T I \\ I / I F. 2868 WD ]7R U
1 . i . _ 5120 Ri l 2 0
3.
, , ': , r r I i:;" ` h ��I KETAL GONrGGTORS: All metal connectors that are exposed to the exterior shall be galvanized;Z-MAX, I �• > I ii� = I r �_
f°I ` i ` " � . stainless steel OR EQUIVALENT. I 12 X 1 \ I I / o I I - - - - - - - - - I I I I M Z
t - 7'-75/8" QI / - - - - - - - - - - I W
n _ — — — — — — — — — — — — —
1 r r �', d
Woo framing shall be in accordance with FBG` RESIDENTIAL chapter ter q except as noted in these plans. The I _ -
r ,
p P I
1 _ - W
" � "Fastening Schedule" In Table 6022(1) shall be used U.N.O. In these plans and as follows: The double top I f I "--� Ili
i �;' r =EE1
3068 POCKET I - �•-
5", " ll „ , , E �,� ',1 II I, + ;, ,;` ,it plate shall provide a 4 ft lap and shall be face nailed with (8) 12d sinkers. • o D.W. _ -1 , I �,
i. I ' 7 t r � n PR 2668 BIFOLD rn n I ,t �
I I
r ��, „ I,"„ „ s " ,., I,I. ;r ` ' Footings and foundations shall be in accordance with FBG IIDENTAIL chapter 4. Soil compaction shall be - - - - - - - - � D R1i [10
ILII ' II Ik�G I� � I i 11 1 I I I I
i
BVI I III II , :I i I 1 '1 III I i l 1 1 ' in accordance wlth.SECTION 8401. � I I 14`-(®11 X 1 �' C '�
F 7 ry IC' /C Iy�' I``
I I I l!'I ! ,:.k ' X11. , I I I., f II 11 !+ � ' i.`?.'..I r, R ^'. I •\ I�i I�I I I i I_ `� I i
777}s ,, ,�: S �d :(, I. 1, ,i 1- i_ Ii.:. i I`e I ( - I I_ _ 1'
I r, ,i ` ,1I `;I' i I: L �! �; , IIr FLOOR SLABS ON GRADE SHALL BE IN ACCORDANCE WITH FBG RESIDENTIAL CHAPTER 5. = RAISED GLNG 1� X 1 I =
I
I, Ilti�J1. { . , ,�i �,' . ,�� } I �� II,yI;. 1, ;I I } I W.O. I I- - - - - - - - - - - - - - - - - - - - - - - � 3040GA5 E T I -'
~'L l'`1, ,1 1 , 4,tl k k Irl I '. I `....._.�� O � 0 1 1
,; (E)
1,r, I cn EGRE$5 WI D W -
,I 1, < <� 1 Typical anchor bolts are only regyired at the following locations:
� _ _ j I I
11 y ., I �t
PER FBG I
i aced ® 6 o.c. at the exterior wall sill late and where the thru-bolt s aci is eater than 6 o.c. and at - - - - I
P P n9 9r _ _
, rQ)
__ ---- --- --- ..... _ — — _._ ..-_. _ — - _ _ ....... ... I
. Y ,. 'I . . ,. 1 , ° , _ .I --._ _ _ _.._ __ 2868 WD DR _....f-.._ ....... _ __ "� - _. .. . ._ _ I
ll
;r )l- ,., the exterior wall sill plates when thru bolts are more than 12 From the end of the plate. Anchor bolts are 1 8'-0 I/2" 4'-4" 2'-5 I/2" -� _ - .. II
? "r - 1 II ` �. I
not regyired at interior bearing wall sill plates. The nut at the double top plate shall receive a final tightening 7_8
1 after the roof system is installed. I ICCSSI�� I �� �l III
i 12 _i } 1: I I I �- I_ 11
1 3 O i a#'
I .-...........................-_... I —
• 1' 1 I II I II l~ 1 1 l � � � I T— ; I I
Use 2x4 studs for all load bearing walls up to 8-0 , provide 2xb studs for all load bearing walls over 8-0 ( I �,
, and 2x4 studs interior non-loodbearing walls U.N.O. in these plops. I I o I 8'-0" 8'-I" PR 2668 BIFOLD I E J 1 IIS
. I I
. I
( I 2868VVDDR - - - - - - - I I - � I�III
li, I � 11 ,)", �F 1, 1, ,,�, I., I ,,1; �.� �- I - '. I
. I I I: I -1 � I - I � C ,483
Space studs @ I6 o.c at all exterior walls, interior bearing walls and interior shear walls. Space studs ® -] h - - - - - - , \ - - - I m �° � yJ
,, ,� I �
' -l''t ,� , , 24" o.c, at interior non-bearing walls.
,- �,� ," Use SPF #2 or better) For all walls S' over U.N.O. in these Ions. _ - - - - - - - - - - - - - / —I— - - - - - - - - - - - I
( p
I Use 5YP #2 top plates and PT 5YP #2 sill plates. - - --- / \ _ _ J r c = I
I 2668
BIFOLD rte; _ �'
� 1
PR 2668 BIFOLD 1
�!. / \ m
`I Where "CONVENTIONAL 5TRAPPING" is shown in these plans,use: / I \
- ,. ` N I i
11 I DR I 3040 CASEMENT - �S'
., _
, ,,'r Sim son SPH4 w/(10) IDd nails each end for wall stud to to late connections ® 32 O.G. / I ' '/ III I
- _ -
p p P I I b' 011 / I `\ EGRESS WINDOW I �
I
, I ;. . Simpson 0516 strapping w/(13) IOdxIS" nails each end for second story wall stud connections ® 32 O.G. , PER FBG R310 ,
1 PR 2468 WD R
' ti:1< ii `,f , Simpson 5P2 w/(6) Ill nails to stud and (6) IOd nails to sill plate ® I6 D.G. and anchor bolts at 32 O.G. I 4, I I
/ \
, = _
All conventional framing shall be 5YP #2. Where trusses are 'used refer to truss shop drawings for details. �1 51ED I ® �` I � DAN / STUDY 1 � -
Provide Ix4 urlln bracing above the bottom chord of roof trusses at the spacing indicated in the shop 6 `' - 121 X 21 II / O `�' Imo_ �+ 6
P , I \ 2-4I 1� 12 —
, i I i I drawings. Fasten w/(2) bid nails at each truss. Provide solid blocking at roof sheathing joints in the first two I CASEMENT / L I V INCA \ I 11 I I , J
E` ` ' i rafter or truss spaces From gable ends. I - /- - - - - I DATA
I I
EG 5 WINDOW I_ 11 \ I NO. REVISION / ISSUE \ ' I
o >C 1�=�1
1 I — - - - - — - - - - -
1
I I l, `I,�, I I 11N�" I
i I ! 11 �; `� / V�U� D ChN `� �+
�+ f ; + II ,, + Attach headers to posts w/(2) Simpson G520 flat straps w/(7) lOdxl5 nails to header and (�) lOdxl.S nails - ( / I A 2668 I I
,i r ; (v ` ,, i to post. Notch headers under top plates and bear on jack studs or use Simpson HUG410 hangar w/(8) 16d to ( Fe / \ BIFOLD I I
1 1 COFFERED GLN
r / I
-
t wail (8) I6d to header. Anchor posts t0 foundation w/5lmpson ABU post base w/lU 5/8 threaded rod set I ll)1 OR - - - - �' I
7 Into.footing and(12) I6d nails to post or use (1) Simpson HTTI6 w/(U 5/8 threaded rod set 1 into footing I I - 1
r ` Ir I +( I (18) Ibd nails to post. �' I 1 a 1
�, i s" I - - - - - - - - -
i I i V
_ _ - - - - - - - — � I \- - - - - - -I - - - -- - - - —� PERMIT SET
E z `i 71� -IL 11 �` f i� - II I - I - ' + '
1:11 I1 , I, 61-211 (21.6 b'-b" I 6'-2"
, I
III! - I
1 � e IIIIII ll * � �
IIIIII * �� ��® S' �RW� �� IN
W� IN
t; 1z�, �ii I I I
s 'r f I I �,� GENERAL: I I i I
I ',, ,, I , SHEET NAME
EIr
�I Fasten 7116" thick sheathing w/8d common nails on b' O.G. at suppor ted edges and 6" O.G. at intermediate I % I
it i ! I ( supports. Reduce Hall spacing to 3" O.G. around all openings. Use 3 edge nailing in the lower top plate on -' I I I I I i I 1
,I s', .4
1' 11 ;
i 1 i I t all exterior walls. IAJ
I 11 1_ 11 I II 1 11 I II 1 II 1 II I II 1 " I'
- _
4 5/8 12 8 3 8 q-0
rI,' +I ,Ii ' ''ill' I I 1 �' - I 4- 5-0 I-8 128il 4 5/8 I
'S 1.. II VI T _
I
e bottom and side ed sof the sheathin I I I
Shear walls re vire 3 EDGE NAILING at th _ I
ii I FLO
, I OR 1
PLAN A N
1 3 I
4q 4
h I _ I
,
a,
f
11 i I
1 1 1 I I I.
I
I
If
' . i Rated Sheathing: I% - _ - - - - - - - - - -
�, '1111 I1 9° - - - - - - -
1r 1 ill '� I , i) I .I, '� _
� ,h f I f I I1. II I
Ill I
I
s 1 , I , , . 11,!I` ,� Where stucco, brick veneer, lap siding,or interior shear walls are indicated,underlay with 7116 rated -1 ❑ I ❑ PLOT DATE: 2/Iq/2014
I I "' 1 sheathing and Fasten w/ Sd nails. Unless noted as above,space nails at 6° o.c. edges,and 12" o.c. I ( I
I� li - - - - - - - - - - - -
1 „ intermediate. I
III ` ' l.- � ... _._ ___ ._.. ....._ -_- _--_ ---_ -- -- -_.. -_I T._ ....... ....... _ .._._ :...._ ------ --- ---- ---- _ ...1
DATE
I .._.. _...
11 .,�� t
- __ .
I I f i ' I 41 1 I II
I r1
y
I; I `�i " 'I I i
I'-8" 20'-8 3/4" 1 -8 Ill' i "
11
,� I N,1 . ROOF SHEATH iNC; ATTACI�1"1EN
SHEET NUMBER I
' 11 1 II,
I, S I''a 1 r i . 11 I 11 I I II'+' 15'-0" 24'-1 1/4" 15'-011 1 I I l
,I ILI '01III t -:
�I. _
I
Iii, , +'t f i ' 1 lir , Use 7116 " Rated sheathing fastened w/8d nails b" o.c edges and 6' o.c. Intermediate. 'k I I k
i
, I 11
Irl Roof Assemblies shall be in accordance with FBG chapter 15. ,
'' I , ( 54'-I I/4" 2 I ,
,;
l
II
e
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1 1 1 " I I. ALL EXTERIOR WALL OPENING5 BEARING WALL OPENINGS TO HAVE 4 X 10 - - �� -- I 4-�- T-Imo--ll �- -I I- a .
,� I` °I I . I, !, I 11 1 111x1 I T - -I- -'; I - I I , - -- - -i- - -Tv- --i I I I jl
I 11' HEADERS UNLESS OTHERWISE INDICATED. IF BUILDING BUILT WITH 881 IN. STUDS USE 4 I o o I coN - I I I �) ,
d,
I ° I `SII � , I'I r, k,1111 I I I of I I I to I I I � N 0 1 _.
I
" 11 �' I �I X 8 HEADERS UNLESS OTHERWISE NOTED ON THE PLAN. -I - ��I - -I - - I fill 1- I - p N m '
h ,t I II ` I I �l � � I
1 ' k 4 � III I I xI I I I IX I I I I I � M W Z
i, 1I ,I 1 1' 2. ALL EXTERIOR WALLS TO BE BUILT OF 2 X 6 STUDS ® 16" O.G. TYPICALLY UNLE55 �,,
IIif:liI I NOTED OTHERWISE. ALL INTERIOR WALLS ARE TO BE BUILT OF 2 X 4 5TUD5 @ 16" O.G. ! 1 -I - I I - -1 I - I I -I - ®� ® � ZQ Q U U -
a
11 TYPICALLY UNLESS NOTED OTHERWISE. ALL INTERIOR WALL5 5UPPORTING TWO OR i 0W 0 LL U)
MORE FLOORS AND I OR MORE ROOF/CEILING ASSEMBLIES SHALL BE 2 X 6 5TUD5 ® � W W
16" O.G. FOUNDATION CRIPPLE WALL5 SHALL BE FRAMED OF 5TUD5 NOT LESS IN 51ZE - - - - - - - I. ARROW5 ON ROOF PLAN INDICATE 5LOPE DIRECTION. PROVIDE PROPER SLOPE PER FOOT )�
� �
' -
REQUIREMENT5 THAT MEET ALL MANUF. WARRANTIE5 AND 5PEGIFICATION5. NOTIFY ENGINEER OF
1 �f
11 THAN THE STUDDING ABOVE. WHEN EXCEEDING 4'-O" IN HEIGHT, SUCH WALL5 SHALL BE 0� i Z D O J 11 I
I I 1 FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY UNLESS '�- �" DISCREPANCIES PRIOR TO INSTALLATION. m J
SPECIFIED OTHERWISE. - - - - - - - l
2. PROVIDE CRICKETS AS NEEDED FOR F051TIVE DRAINAGE- PROVIDE FLASHING, GOUNTERFLA5HING, W
x
Q
N � �
I 1 CANTS SEALANTS ETC. NECESSARY TO MEET ROOF MANUF. WARRANTIES AND SPECIFICATIONS. W � I
3. ALL META CONNECTORS TO BE SIMP50N OR EQUINA ENT N O JOISTS H
n
L L U. UNG ON m Z J N T- I
I, ! I1 !I FLUSH BEAMS TO.BE ATTACHED WITH 0210 OR EQUIVALENT. MULTIPLE JOISTS USE - - - - ~ - - - U J I 0
1. „ 5. CONTRACTOR RESPONSIBLE FOR ALL ROOF PENETRATIONS COORDINATION WITH ALL TRADES. T-
I U210-2N210-3 AS REQUIRED. USE OF IOd X I-I/2 NAILS ARE ALLOWED WITH THESE 3 I 1 _ I - 00 0
I I 1 NOTIFY CONTRACTOR OF ANY DISCREPANCIES PRIOR O IN5TALLATION. PROVIDE FLASHING > Lr) I
1 % II TYPE OF HANGERS UNLE55 NOTED ON THE PLANS. SEE NAIL CONVERSION CHART FROM 56 I- "' �` r£; Q Z O m I
;I I 1 o I GOUNTERFLA5HING, SEALANTS, BOOTS, ETC. FOR ALL ROOF PENETRATIONS TO MEET DE51GN INTENT, �}
i
11 CONNECTOR MANUF. CATALOG FOR OTHER NOTES AND RESTRICTIONS THAT MAY - - - - - L I
I 6 }; 1` 11 - fi WARRANTIES, SPECS AND CODES. N 1
1l: f
APPLY. USP CONNECTORS CONSIDERED APPROVED EQUAL. I I �„ I I I [� " 0 V
�. + LI i lI I ,, ii 1 I9 L - J 6. CONTRACTOR RESPONSIBLE FOR GENERAL CLEANUP, REMOVAL OF DEBRIS AND PATG'iING PRIOR M Y 't W U' 1 I
I" i I 4. PROVIDE DOUBLE JOISTS UNDER ALL WALL5 ABOVE, RUNNING PARALLEL TO JOISTS - - - - - I - - 3 TO COMPLETION OF WORK. l!) J '
�I I 'I - - - - - - - U
1 I AND SOLID BLOCKING BELOW ALL BEARING WALL5 RUNNING PI=RPENDIGULAR TO - - - __ -l� I � � ii {� Q Q V
I FLOOR JOISTS. I - - - 1 1 g I I I lt) (n
/ r
I - i
I, LI - - - - - �I - - I
LJ ul
1
I I
II
i I
' ' I II S. PROVIDE POSITIVE VENTILATION ATION AT EACH END OF EACH RAFTER SPACE A I
II
N L T
,
I
VAULTED GLG AREAS, AND INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.
1 ii
II2 /I � , ,
I I RAFTER VENTILATION IS AL50 REQUIRED AT BLOCKING LOCATIONS ABOVE THE PLATE. - - - - - -f-I - -
I I F I I I I _ Lu I
- b 6. PROVIDE FIRE BLOCKING PER 2006 IRC R602.8 I ND DRAFT STOPS A5 PER 2006 ''~- �� 1 I ,
I 11 p _
11
RG R502.12 TT - - - - - I ( - - ( , I
II i ,
IT � II v
1 I, ; f11'. 7. HIPS, VALLEY'S AND RIDGES SHALL NOT BE LE55 IN DEPTH THAN THE END GUT OF I �_ _ �L=__ I
1. 6;, i THE RAFTER. - - - - It
- - = z
; ' I I II 1 1
�,
N.,l T
. li I r 1" I III 8. UNLESS NOTED:OTHERWISE, POST TO BEAM CONNECTIONS REQUIRE "SIMP50N" BG I 1 I I I 1 W
lI - Illx I " , I I 1� I '' SERIES CAP/BASE (OR APPROVED EG2UAL) CONNECTORS. EXTERIOR APPLICATIONS - - - - w - -� - ti - -
111i1 `I' ;+ I I 'I I' 1 `�; REG2UIRE "SIMPSON" EPB SERIES BASES U.N.O. AND INTERIOR GARAGEPOSTS REG2UIRE - - ______ -_ - - -_ _� - - - - - - - - - -
I� , I ! " u " " - - - - - - - - - - - - - -� - - - (- �� I I
I' i, i 51MP50N GB SERIES BA5E5. USP CONNECTORS GON5IDER D APPROVED EQUAL. _ w - {7
Ii �- _ - J L - - �-
% " �'f I EXISTING ROOF. I
I i 1 . I I l I I I I I Q W ®! I t
'I I q. LUMBER SPECIES: ( II I I I Lij I I
I11I ;,' 1 r l' I A. POSTS, BEAMS, HEADERS NO. 2 DOUGLAS FIR I I - - - - - - W
] �fj; if " ;I I f I I I i ! I V! _
1 l, iI II I Irl B. S�ILS PLA RAFTERS L -1 I -- -- - - - - - - - - - - --- - - --- - -I I LJ �"'.
11
I I' I "� >I I �' I f � 'I TE5 BLOCK I N6 NO. 3 DOUGLAS FIR - I I - I 1 I n (�
I, 11
11; 11: I , , BRIDGING ETC. - - �/
I ill '1 , '% 1 f I i I I G. 5TUD5 STUD GRADE D.F. I I J�' ( llI I �[ �I
1 L ` III D- STUDS OVER 10' HIGH NO. 2 OR BETTER D/F I - -I I - 1 �,j I
d J Ir, trilBEAM DEG INC UTILITY GRADE D.F. I I I PI
I I� E. POST K I m
! P' ` ` ' I'�I ` ' I f F. PLYWOOD SHEATHING V" GDX PLY 32/16 1 1 s I 11�
i ''I (1 I I � ' If ', t I I
I, I %. .,I 11
G. -LA BEAMS Fb-2400, DRY ADH. I (12) 2X6XI2 DOUBLED TO I V
1 l 11 1 1 I EXISTING ROOF FRAMING. I EXI5TIN6 RIDGE. TIE NEW I J I I
1] 1 ' I
r�l1" (EXT. ADH EXT. CONDITIONS)li. 1 - I I ROOF FRAMING TOM�'}1�GH
r l;; Ill
1,�1 t� '� 'II+1`, ;', ! � i'II'I��11lill H. P5L MATERIALS * Fb = 2`100 E = 2.0 Fv = 2qO 1 II I I I SLOPE WITH A SMOOTH I LUSH
II , r LVL MATERIALS Fb = 2600 E = 1.`1 Fv = 2851 11
' I , I I I I I APPEARANCE. I W „
I I . I' f I YPl a y I�
I'.
11;: 11''� � I� 4 I ' 1,
` 4 1 1 I I 1 ` , I L I I 1
PSL INDICATES PARALLEL STRAND LUMBER I - - - - - - - -I I I I �_ ________ -1 �_ �I I i I,
I - - - - - - - - - - - - - - - - - - - - - - - - 11
1 „ T rt I-
1 II 11 ** LVL INDICATES LAMINATED VENEER LUMBER I I I I Z
n -j
1
s ', 1 �i i I. METAL HANGERS FASTENERS USED WITH P.T. LUMBER TO BE
�..,
s I i I
1 ' i I, 'I STAINLESS STEEL OR HOT DIPPED GALVINIZED. `�r I I I IT r I II I I I < `�
l III € ,� I 1 �� I T13L-4 I I I EXISTING ROOF BELOW. 1:�_
�, I I 1 �,� I I 1 P I
1 ii1 It I, € I = -_ _=I- �L- - I �_
I �; I I 1sE �� �- IL � �, I I I I I I I I I I II
I , 1 11
I I I
I I I+ i+ I 1 ! ,' I 10. NAILING SCHEDULE: .
_ I II I I I III I I I I� - I J I I I I I I I I I Ii I O
I I f i 11 I1 r'
I , ;' In ; 1' ,, i I I° IFI _ I II I � - -1- - - - r - -I- - - � --I- � I 11 I
I' I it I I, BRIDGING TO JOIST 3 811 d TOE NAIL
•d�1 1 'i, i,. I i,; ' 7;l ;', 1 K J / I I .
?i " , I ' ' j 2'I SUBFLOOR TO GIRDER 2- B D G �I I I I �� I IL
1 ` I _ - 1 ICONT NUOU5 R 06E VEIN
I ,, ':
FI , L' , l I + 11 I
I ' I ' SOLE,PL. TO .101ST N W RID E NEW RIDGE
U
Ibd (p 16"o.c. FACE NAIL I � I
,1 ` I, I j ii If °II
I TOP PL. TO STUDS 2-Ibd END NAIL
I STUD TO SOLE PL. 3-8d OR TOE NAIL = - _ __ - -
I I a i j I; _
END NAILI I I I I I I I I li I I I I I ` I I I
I
i
f
I I
I I ,
! I 1 I I, DOUBLE STUDS IOd ® 24 o.c. FACE NAIL I I I 11 1 I I 1
I i I I � �
'- j ,I . ! I I DOUBLE TOP PL. IOd 24"o.c. FAGS NAIL II I I I I I I I-FE1 ( ( � r
I i CONTINUOUS HEADER 2 PG. o.c. 11 !
II GLG. JST. TO PL. 3-8d - TOE NAIL I I I 1 I I I I I I I i �� � - I '
GLG. JST. LAP OVER PL. - O G - - - - - - - - - - -� - - - - - - I ``�
J GLC. JST. TO RAFTER 3-I Od FAGS NAIL - - - - - - (3) LVL (3) LVL - - - - - - - - - - - - - 1 N 4 i
I11- - - -= __ __ _ -
R T RTO TOP P - r1l - - i I - -1 �_� rt ,1
i
COLLAR TIES (EA. END) 3-IOd (U.N.O.) FACE NAILI I I ,,, I I
2 o.c. G
.9
It IL % BUILT UP CORNER STUDS 0 I I I III I I I p I I I I w
I Ill PLYWOOD 5UBFLOOR UP TO V. 6d (g 6" o.c. EDGE NAIL 1 I I I I I I I v I 1 I I 11
I I I I I --
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