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ROOF FRAMING NOTES he°��°s.��P2S�,���e0�a°�°e5��°=������ pFFICE
<br /> • re represcented 6y these drawings are ownea hy,
<br /> � nd are*he properTy of PACIFlCDiNTAI SiRVICFS LM
<br /> ere creafed and de�eloped wlely fir use on,and in
<br /> onnection wtih the specific project,a M shall not he uSeA, ���
<br /> 1 . FOR GENERA� NOTES AND TYPICAL DETAILS REFER TO '"`°h01e0"°°a"`°'="y°°`°05e�""°"°'he"we`e
<br /> not onglnally Intended without written pennission from
<br /> PACIFlC�FPoTA1 SFRVI�FSO�D�E�
<br /> SHEET SD-1 .
<br /> DRAWING ISSUANCE DATES
<br />. 2. SEE ARCH'L AND/OR MECH'� DWGS. FOR SIZE AND LOCATION OF
<br /> ROOF OPENINGS, SEE 2 FOR FRAMING AROUND OPENINGS. BID SET:
<br /> FOR CONSTRUCTION:
<br /> SD2
<br /> 3. ROOF DESIGN LOADS: QATE: REVISIONS:
<br /> FLAT ROOF
<br /> CAP SHEET ROOFING = 2.0 PSF
<br /> RE—ROOF = 2.0
<br /> PLYWOOD SHEATHING = 2.1
<br /> JOISTS = 3.0
<br /> 1 2 BEaMs = 2.5
<br />• BAT INSULATION = 0.5 �`� �'�'�'�'�
<br /> � ��!
<br /> 12 TYP SPRINKLERS = 2.0 �; $ - � -j
<br /> S2 � GYP BOARD C�? UNDERSIDE = 0.0 � `
<br /> CEILING = 1 .5
<br /> 21084 Bake Parkwa Suite 100 I.ake Forest CA 92fi 0
<br /> 3
<br /> M�S�;E��NEQ�S = � .L� (949)599-0320 h'a�x:599-0325 ntail@stbse.com
<br /> � c� TOTAL DEAD LOAD = 17.0 PSF O ao�5, sTs stru�tuT� En��r��ers, rn�
<br /> � � T4TAL SNOW L4AD = 25.0 PSF JOBNU : 16-192 PROJEc � ER: �ST
<br /> � o �
<br /> (E)4x6 (E)4x6 (E)4x 14 _ � (E)4x6 TOTAL DESIGN LOAD = 42.0 PSF
<br /> A - -T - r- - - — - -, — -r-- -- r- - - -� - - - — - — - - - - —
<br /> NEW ROOF AT MANSARD �,�+
<br /> i � i : : i � � I ; � � � _=
<br /> �� ' � ; ' , CAP SHEET ROOFING = 2.0 PSF � '� �
<br />. � � � � �� i t ��� i � � � _
<br /> � : : , , , , , , RE—ROOF �.0
<br /> ; i� r � i ���i i � ' ' � � PLYWOOD SHEATHING = 1 .7
<br /> � < i I I ' �E)4x6 (E)4xfi i i � ; ; W JOISTS _ 3.0 �dd�a��so� 1��"
<br /> ' a � ' '
<br /> ,; . � � ; � 1 ' ' � ' — s b
<br /> , � ; ; � � _, � , , MISCELLANEOUS 0.8 �atv zs, zoi� 8ioxaL�'
<br /> ' � TOTAL DEAD LOAD = 10.0 PSF
<br /> � � ' ;; F __' ——- . :d- �' i- ' _ '' ' '' ' 1
<br /> - --- —
<br /> ' TOTAL SNOW LOAD = 25.� PSF
<br /> , ; � � � i �
<br /> � � F � (N�ROOF SHEATHING (SHADED�, � � ; � TOTAL DESIGN LOAD = 35.0 PSF
<br /> � � � � � �
<br /> CO , � � � 5/g" APA RATED SHEATHING � � � ; � , � � ��
<br /> � ������������� °������� � �-=-==� 40/24 SPAN RATING w/ �' � � � W 4. �', INDICATES MECH'L UNIT L4CATION. SEE PLAN FOR ; � a Q
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<br /> i ^ i SHEET TITLE
<br /> W ROOF FRAMING
<br /> �
<br /> ' ' PLAN
<br /> DRAWN BY: DST/SNC
<br /> 1st SUB DATE: -
<br /> ROOF FRAMING PLAN � 2nd SUB DATE: -
<br />� SCALE: 1/4" = i'-0" V START DATE: 10-19-16
<br /> NORTH
<br /> PROJECT N0. EVE_WA/#374
<br /> SHEET N0,
<br /> �
<br /> PLOT DATE: 1/25/2017 1:17 PM LAST SAVE BY: DRAFTING2 H:\2016\16-192\PLANS
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