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DESIGN CRITERIA: VI�LA CORTINA 340 REMODEL J4B #: 1501-07
Floor Live Load --------------------------------------- 40 psf 600T2Q0-97 FASTEN TO JQISTS
Floor Dead �oad -------------------------------------- 15 psf
Wind (3 Second Gust) ---------------------------------- EXEMPT* wJ #1 Q SCREWS TOP & BOT. &
Seismic Design Categary --------------------------------- EXEMPT* FASTEN TO WALL wf
IBC/IRC Editian ------------------------------------- 2012 Y4"9�x2Ya" TAPCON SCREWS C�? 16„ 2,� 2,>
O.C. (STAGGERED), TYP. ��� f� -
*Exemption per IBC 3403.4 - DemandfGapacity Ratio less than 10� �
100'-0 �- I
SPECIAL INSPECTlONS: �T.O. PLYWD. - - - - - S/$"� THRU-B�LT ----_.�� i
'�-� — a
a. No special structural inspections are required. Periadic observations of canstruction by the - — =
strtactural engineer are not considered to be special inspections. Y4" SIDE �j'�s AND ° � �
3l$" s�T. (� � °' � � �
RESlQENTIAL LIGHT GAUGE S7EEL FRAMING: JQISTS PER P�AN � - - � � �
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a. Metal studs and joists shall be of the type, size, gauge and spacing indicated an the drawings, CONT. �3x3x�/6 w/ 5/$"bx5" i� � o, �
with minimum section praperties as specified. E X P. A N C H. s C�? 3 2 O.C. �� C 3 � � o�
b. All 18-gauge and lighter structural studs and joists shalf be formed from steel that conforms {TO BE INSTALLED AFTER y�� �r � -� ,,.,,�
to the requirements of ASTM 570-79 or ASTM A-446-C with a 33,000 psi minimum yield JOISTS ARE ATTACHED TO i`r
� o r.
stress. LEDGER) i� UI � ��
c. Contractor sha11 provide bridging and blocking as required for stabilifiy and stiffness of the �� � � X
final wall or fla�r/roof assembly. PIPE 1"� 5TD (1.32" �' Q ,� � �
EXSTG. CONC. WALL �� �
d. Structurai studs and joists shall be coated with red zinG axide paint, or shall be galvanized. Q.D.� CENTERED ON �E � �
e. A#I field-welded join#s or ground areas shali be touched up with a similar rust-inhibitive " -� a�
materiai. 3 SCALE: 3/4" = 1'-0" BOX BM. �� � �
f. Top and bottom plates shali be 18-gauge steel or thicker. Track sections placed on concrete �� '��' SIMPSON L50, TYP. z ��
walls or slabs shall have a moisture barrier and sealer between concrete and steel, and have a
,� R i a � a�
leveling bed of �/ minimum non-shrink, non-metallic type graut beneath. Grout shall have a 640T15Q-97 TOP & �� � _ r�• `�
minimum compressive strength of 2500 psi. _ __._., �._.._ _. . _._ _ � _� � � �,
g. Except as noted otherwise, minimum attachment shall be provided as specified in the " F B�T� ' '� � � �u � � `t °�
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ar JQISTS NOT SHOWN � � x
FQR CLARiTY � )
Fastening Schedule on the drawings. 2 -600S162-58 � � j � a
h. �raming Natas; • � �
3. Floar Construction: %s"x5"x0'-5 BRG. �. �- ='
A. Provide 3 j4" thick fire-rated plywood at 24" o.c., tongue and groove, exposure 1. #1 Qx%$" C� 12" O.C., TYP. WELDED TO �N_D:OF:P�I� 6" BUX BM. PER PLAN „�„ � � �
Glue and screw panels to all supports. Install sheathing with long dimension
perpendicular tQ joists and end joints staggered. ..ti„
8. Pravid� bridging between floor joists according ta the follawing schedu{e. Bridging 2 SCALE: 3/4" = 1'-0" � SCALE: J/�" = 1'-0" ��, �b.=���"�s,
m�terial shal! match the floor joist material. $� �� � � �G�4��'���t,,�����y .
SPAN NUMBER OF ROWS OF BRIQGWG �,� `� � �� � � �
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Up to 14' 1 row at mid-span _ _ � Q4 ��
14' to 20' 2 rows at 1/3 points of span y,��°o ��°�,�4'
20' tc� 26' 3 rows at 1 f4 points of span �`���'����_��
C. Provide a double joist below non-bearing partitions that are parallel to the joists.
STRUCTURA� STEEL.
03J02/15
a. Structurai steel shall be detailed, fabricated and erected in accordance with the most current �
editions of AISC S ecifications and Code af Standard Practice. i a�-�-----�-�-"---�--^{��-,i "� �'
p , �._�_�.-.-.-..-.-.-..-..-..-.�-.�., ;
b. Structural steel, including plates and angies, shall be ASTM A36. Round or rectangular NSS ; ;� � � � � � f � { i = �J��
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shapes shall be ASTM A500 grade B. � ` ; �, , � � i i 1 i � �' �
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d. Expansion bolts shall be wed e ty e Hilti or Rawl ' or Sim son , or a roved equivalent witt� f :._.._.....__ _....._....._........._...� ;. .... ..._ �.__.
9 P P P P .._...._...._.._.................... , . . .. ...._.......... ..... ...._........____..._...._...... ....__.........,__...._.._... ........__.._....._....�._._. _. _ ._........_.._...__..._..__._. __........___....._...__._.. .... _.....__..................__,. ... ..__......�.._.. ......._....._... . ._. .._._.. ... .._ . _
a �___�_€_________�-�__-------�_.�; I I �._--! 1 ( I 1 f �________��1___ �-�-________�_�" ________��_____' ��.�_�;_� ���:�.��:u ._^__...T_..���'��N�V�._' ' i I =`.�.._�_f 4.............v....,�_�.�..u'..�.�ri_�..Iw�._.T-...� �
the �FoNowing minimum embedments: ' : � � � � � � � � � � � � 1 { � � �' ` � � I I ! I � �W I I i f � � T I I � � ( I ! i I ' I I � �
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3. �f4"� _______,__ 4» i E I i I I € I I I I ? I I I I I 1 � ; I I I 1 ( I f � 1 1 I I I I f ' I 1 I } " = i
I � II �
e. AIC welding shall be done by an AWS qualified welder. Welds not specifically indicated shall be i : I 1 I I � � 1 I i I ( I I I I 1 ' ' ( 1 I 1 I I ' ' I I I I I I � ' � 1 I i I I I � T '
3/s" fiillet weids across the fuJl length of the joint. i : I I I I E I # I E � 1 1 1 I { I � � I 1 I I I I � ' I i I I I 1 � 3 I � I i � ? I s ; '
f. Delay painting within 3 of field welds until welds are completed. � : f ' � � � � � � ; ' �u�
! ; II EI II ! l II ( 1 � I ll � ' I1 ( I II � ; I � � I I � � ; li I ! il I � ; '
r ; € I i I I 1 � I ! I I I I 1 I I � � ! I I I I I � = I I 1 I I ) i � ; i I i � ': I ; ; € �
GENERAL REQUIREMENTS: � ; , i ; , ; { , ����
� s II � ( ! � ! I I1 II 11 11 � � II fl li � : II 11 € 1 � ' I ' I � � i I � ; �
a. Struetural ereetion arrd bracing: The s�ructural drawings illustrate the completed structure i i I I i I E I i I I 1 E � � I I ; " I I I � I I � ` I ( I � I ) i ' [ j � 1 } ; a : ! �
� : � i : � � , , � ; �
with all elements in their final positians, properly supported and braced. The cantractor, in , ; � E i � � � � E ( � � E � � E � � : � ( � � � � , : � � � , � � , , � E � r C ; � : ; � �
the praper sequence, shall provide shoring and bracing as may be required during constructian � � ' " � ' , ' '
� ; iE � d � 1 II fl 1 { II ( I � i 11 II ll � � II ( f 11 � , Ik 1 ? Ir f = ; � � �
ta achieve the final completed structure. Contact structural engineer for consultation {not in = , i : � r 3 , � ; , : , � �
a ; € I II � 1 II fl I ! ll ll y ; Il ( I 1 , E �
contracf) as required. C � � t � � ; � � • � � � ` � ' i �
b, Dimensions: Check all dirnensions against architectural drawings prior to constr�zction. Do f : � � � I I 1 � �INDICATES APPROX. � � � � f � E ; � � � � � � � f � � { � � � , a � � � � � _ � � ; � �
� ; � I II EI CILOC. OFDT� �WEB � i � 1I II ' - II II 11 � � IC I � II ` ' II I � 1 ? I1 �
not sca[e drawings. ABOVE _.___ _ _. f � , ; � , � a i i
c. Construction practices: General cantractor is responsible for means, methods, techniques, i ; i I I � ! I I l I I , I I I I 1 � � I I 1 I I I � ' I I I I I I � ' I I I i l � l I ' ' }:��" `�
E ; i ; � ii � � � � ' � � �
sequences and procedures for construction of this project. Notify struct�ra{ engineer of � ; I I 9 I ( I ; 1 I 1 ! I I I 1 � r ; I I Q�Q ! 1 ( I ��.Q I I I I Q��' I 1 f � ( l I 9 I "_. � I I ; � �
amissions c�r confliGts between the working drawings and existing canditians. Coordinate ; : j � � � I � I I E ► I I ( I I 1 � I 1 I I I ( # I 2 ! 1 I I � ' ( i I a ! ! I I ' '
requirements for rnechanicalfelectricai/plumbing penetratians through structural elements with � � , � '��� ��5 � �`.`�� E � � '
� � 61 li ! ! il � I I ! il II � = il � li li � � ' 11 ( f � II f ' 1 � 1 � I ! 1 ' � ' � �
structural engineer. Jabsite safety is the sale responsibility of the contractor. All methods i , { : ,.� ,c� � : S1 ,� i 6 ' ' 4, ' E o
used for construction shall be in accardance with the latest editians af the IBCfIRC. ' ` � � � � � � � I � � � � � � 0 � � ` � 3'` I � E 1� � ' { 1 I'� I I � ' I 3 1 I �Q I i 1 1 -�
i ; � ; � ; � � Q ii
d. Details not specifica{ly shown on the drawings shall be eanstructed in a manner similar to the � � C � � ( � � � 3 � � � � � � � � - - - "- - I � ; I I +b� I I ,�p� ( i 1 i � ; � t'.,-�1 �
d e t a i l s t h a t a r e s h a w n f o r (i k e c o n d i t i a n s. T h e s e i t e m s s h a l! b e b r o u g h t t o t h e a t t e n t i o n o f i ; � I ( I � I I I I 1 I I I I I I I I ` � I I � ' J � � I � I � iv I �1 � � ( �I E ' �,�' ( 1 �' I i 1 1 ' ' �`"�
� ; E � -� SIMPSON �50 � � F�
the structural engineer as soon as possible for approval. Approva( sha(I be obkained prior to , ; ; � # I [ ! � � � � � { ( C ( � ( � � � 1.4x4xY4 (�11N.) � � ; E � � � , I� ` ��- � � �``� t 'EA. SIDE � � '. i ^
installation. ' ; 4 -SI S ! i � ! ' ��
;
E �
�� � � i
` 3 I ,
I S9
� < < I I � . � �
. . . . � ' .. _._.�... __.. _ _
I ( l � I I I I I I I I I ..... .......I_..r.._..__.._._�_.._......_�...I.._ ...__....._ ....._ .. � E I � �_..,. 1 � � _ _ _ --i— _
e. it fs the res onsibil�t of the cantractor to contact the structural en ineer at the a ro riate � ; ....._:._._.�. �..._......._,..........�._ ... _�..... ...._ ._. �_..:.�_..._..��:.:� ....��,���:� ,; � _.. �. ._.... ._,_ _. � �.�. _._._ _._.. , �
P Y 9 P P P � : [ I I I I I ( I I I I 1 I I F, I I 1 1 C , ��._.._.... _. l �, I I 1�I� , ' �`I -T 4 ( i � � � ` � � f ; �, �--� b�
time to perform site abservatian visits. Observatian visits to the jabsite by the engineer are , : Q 1 ALL BM.. 8e HDR. s R�E: � �'� j p � ' �
far determinc�tian af general conformance with the construction documents and shall not be € ; � � � � � � � � � � � � �p�' � 4� � f � I J� I I � I I �`�Q I I � } � I I ' � € I � � I ` ` f �� �� �
construed as inspectian. , : , � ( j � , � � s j � � �J i � ,�p' � � � � � S � � � �� # 2 -60 E162-68 80�C � � ; � � , � � , �
f. Thou h ever effort is mada to rovide a com lete and clear set of construction documents f ; € E , _ ! 2 � � ( �,�1 BM. MD . s € �,``� �,� E ; � �`�' -
9 Y F P , 4 : € I � ( CONT.� �OOT15t� 97 � I I I �,'l { 1 ,� I I I I �I I l �- I I I I I � I � I i . I ; ; ,
.
discre p ancies or o m i s s i o n s m a y o c c u r. R e l e a s a o f t h e s e d r a w i n g s a n t i c i p a t e s c o o p e r a t i o n a n d � � �
i : � � � ( RIM JO�,IST, TYP., � � � I �� � � �` � �� � � �.. .< , .: I I _ 1 � � � � ;....... �;� _ � ,�,�` `
�, �� . ��, �, <.....
continued cammunication between the contractor, architect and en ineer to rovide the best � � , - - ' �"�' � ` `'�` '��:"� -- -~ �~����~'�` � �=`°�~�� '
9� P , ; � WNER PPLICABLE - - -f- }--- - �`� � E � , ��� i "`r ��> ` �
possible structure. These drawings have been prepared for the use af a qualified contractor ; ; � � ' � � � � � � � � � ° � ' � ( � �' � ! , � � � � I � � � ' " � � � �� t ' � � � � ° ; ; � �
experienced in the construction techniques and systems depicted. s �___�_�________�, I i I . : , , E.-'- _ - -.. - , � : I 9 I I .,� ( I ' � I i 's ! ( �_'.._, I I � � � I I ! ? ; ' I { l i � ` �?
�
,: ; �
, .__.......... ._-(......__.. .._.........___t i ( , . �
i I 1 ' C.____-'ld E f � � � �� � � Q t � ' i i � 3 ' ' k i ! i : , , f s i
g. E x�s t i n g s fi r u c t u r e s: C o n t r a c t o r s h a l l b e r e s p o n s i b l� f o r v e r i f y i n g d i m e n s i o n s, e l e v a t i o n s, � � r � .._._...._._._,..., � � ; ; �' I ;I f I �, a I � � C � ( ( � � I { ( ; ' I � � I ? ; ' �
E . r � i 4� � � : � II : 1 } i
framing, foundation and anything else that may affect the w�rk shown on the drawings. ; ; � ( ! � � � ; � � � r�'�� ( � `� , ; S1 � O ' � � , � ; �
; , � � , ,_ ,`� I :.. I I I 1 I I s f �� LOCATE� �KYLIGNT ! I ` I � I 1 � � I I� ` 1 f € � ,
Underpinning, shoring and bracing of existing strucfiures shall be the responsibility of the € ! � � E � � � � � , � � � ! � � �� �- � � j { � � � � � � i ` JOISTS SH LL RUN CONT`. �
E BTWN. �1 BS I I � f 1 J ! I l i I ; ,
can�ractor. E ; � � � � , �- � � , � � ; OVER BR . �WALL, TYP. ; �
� : I 1 ; � l I i 6 � � E I I I 1 I R l 1 1 ' I I ! � I 1 a � I I 1 � ___ .�� � �_� __ I ;� _ __.� ! 1 i I i : '
._.......� ...._. _... � ; �
� : I I f ; I ( f i ( � ! I I I 1 I I ( I l � I i I 1 I I � 4 1 ! �— � ;.�...........................�...�... j ; _ .� I ! I i � �
� = fl � � ( I PI ; EI Il ! 1 li 11 � II ! I � if 11 i � ; I I � ' € ! ' � �
: ; li ; ! ! l 3 . �
RESIDENTIAL STEEL FRAME FASTENING SGHEDULE i : � � : � � I � � � � � � � � I I E � � � � � ( I ( � � � � . �, �, , � i � 1 � � i i � ( ' � I � ' �__�
, �.............._n.,
Floor joist end to girder or top plate track {1)-#10 x 1�2" bottom flange i a � � �-----�.' � I I � � I I i I I � f I ( I i � l � �� � I I I � i I � I i ( �; i ; � ! � ( C ; i
, i SIMPSON '��0 TYP. , ; �
� : f ( 4 1 c 1 I 1 I I ( I I 1 I I � I 3 I 'I I 1 � I I � 1 � 1 , I � � < < ' I ? � I ' , '
� ; I ; , � � , !
Floor oist end to continuous rim track 1 - �0 x 1 2" to & bottam flan e � � � � � � � � I i E i I I � 1 I i f � i 1 f ;I I I � I I � � i 1 ! I f I ; ; � ( ; I i '
1 t ) # f p g i I I E I � i
{ ; I � ' ______, � I f � � � , E
' ' f� ° I I ( 1 I I I I I I I j I I I �� I 1 � I C I � 1E1 ` I i ' ' � � ' �
_..............._....�.�J :..�..,..�_...a.- .....�....__._.�_..„^-L.� E �J ��. ....»._...�.._.»..�v r..._ ...._..._......v v.�v._..� ....���s�.�.._. ........w._.d..s............ ....._..._�.�..�d.p_ __ ..e� v._..e _s v � � ' � �
... .. .... � ___ e..�.._r._ e...�_.._....�..,.m..........e.n .. _.._.`..................... .........._._.,.......� i.... _...�....�.»......,..v..........v . .._.y............_..... �......,_.......... �
i . � �
................_......
Wal1 bottom late track to 'oist ar blockin er endicular 1 - 10 x 1-1 4" throu h I wood -.......-........--...-_....--.--.._.-- --- � �� � � - � �._ ���
�_�._..._.._...__.._.__......_1.._.[4..__...........__..__......�__1..........__._.t._..__..._..��..I_..__._................_.__��._.�..._...................._.i._.I�........_.....___.....__�.�I......_......_........_..........� �_.._......___........�.__�..... . , � �_�_ _.�_.�.. .�
P 1 9 �P P ) � ) # f 9 P Y . �. ....._._...._...........�_.�I_..__.._.,._......_._......._�._3`�......__..__..__....._.__�._.1_.._........__...............�....�...._._....__._...__.........�.�__._.....,__....._..._.__[._x..._......_........._.._...,....1�,._�....................._......_.._I_._........_.....................__,._z......_...........; � �'�'
� �
Wall bottorr7 pldte track to rim joist (parallel� {1}-#1 d x 1-1/4" C� 16" o.c. through plywood CONT. 60QT200-97 �EDGER w/ Y4"�x2Y4 i
TAP50N SCf2EWS C� 16" 4.C. w/ L3x3x3/6 3 ; i C�BS�C�nBd �y �"��
Stud to p#ate track (top and battom) (1}-�8 x 5f8" each stud flange wf /$"bx5" EXP. ANCH.'s � 32" O.C. S1 ; ; N�R
' drawn by
Built-up studs (back-to-back) �6 x 5/$" @ 12" o.c. through webs ; i �-�-�
? a C�12C�{8d �y
Built-up studs (nested} #6 x 5 j8" C� 12" o.c. through each flange �
issued
Top plates, laps and intersections {2)-#8 x 5/8" each flange
Box headersjbeams per standard detail ! PERMIT 03/�2�'15
l� PPER ��� � � �1 ` / l �Yl � �� � � �� � ���L�. � f�r> � � ru�ai
Back-ta-back headersfbeams (2) rows #10 x 5f8" C� 12" o.c.
PLAN NOTES FOR NEW FRAMING:
Ceiling/floor jaists, overlapped at support (2)-�10 x 5j8" through webs ��'�'�'AAA `�� ��$�'���
�;E� .`�.�r�s�'�� k;.�,,.��}�.��t.,�....���r��«�:� a ����� '� r ��'����.x,
1. NEW INTERIOR L(GHT GAGE STUD BEARING WAL�S ARE INDICATED QN !'�AN THUS: : 5 , .
� Roof rafter or truss to wall top plate track Simpson SfH2.5 � NEW POSTS BELOW ARE INDICATED: �>�t�;�� �R ������� ���
SINGLE STUD TftIMMERS THAT DO NQT REQUIRE BLOCKING BELOW ARE INDICATED: Q
Roof rafters overlapped at ridge {back ta back) (6)-�10 x 5l8" thrQUgh webs �����,.��,,,�w,�� . x���=.� �� �°°��. _um�� .,�,,,.
2. ALL POSTS ARE LABELED AT THE TOP. g ���
� Sub-fiascia track to rafter (1)-�10 x 5,�8" each rafter flange � `," °.°��~ ,� �� °.�°~ ° . � ��� _
3. NEW FLOOR SHEA11-iING IS �/�." TaNGUE AND GROOVE FlRE-RATED PLYWOOD �PAN RATING 24 O.C. �� � �
a ��s��*� _ ��, �,��. nP ti �.��..,n ,,M���,4�,,,�._
Plywood ar OSB roof/walifffaor sheathing #10 x 1-1 j2" Q 6" c�long edges
#10 x 1-1/2" C� 12" intermediate supports 4. Atl NEW dt EXSTG. STUDS SHAI1. BE 1� x 20 gtt. !s 16" 4.C., TYPiGAI., UNLESS N4TED OTNERWISE. Sheet
N4TES: 5. ALL t�EW F100R JOISTS ARE 6005162-88 {50 ksi) t'� 16" O.C.� fiYPICAI., UNLESS NOTED t3THERWISE.
1. The screws in this schedule are self-drilling low prafile head screws. 6. EXISTING CONSTRUCTI0�1 (E) IS INDICATED THUS ( -- - - - - -- - ), NEW CONSTRUCTlON (N) IS INDIGATED THUS ( ),
2. This schedule indicates minimum fastening requirements. Where speciai conditions exist, use the specified fasteners
indicated on the plans and details.
, JOB �15�J1 -07
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