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.. �,..,,..� <br /> _ _ ___ ___ _ � _ <br /> N ---� � -�0 <br /> � I Framin Le end Framing Notes <br /> ; , <br /> � Beam Schedule ; Joist Schedule i FB FIUSH BEAM _ _ _ _ - - - - PERARWELL 1 20 1. MECHANICAL EQUIPMENT ON ROOF PLAN(IF NEEDED)SHALL BE SUBMITTED 8. FRAMING MEMBERS AND SHEATHING SHALL BE PER STRUCTURAL NOTES <br /> w SHE a Note: <br /> > �-- _ DROPPED BEAM UNDER A SEPARATE PERMIT AND MUST BE SUBMMITED TO CT ENGINEERING AS NOTED ON SHEET S1.01 &S1.02. <br /> w Type Description Type Joist Description SPA pg- a PLYWOOD ARE TYPICAL FOR REVIEW PRIOR TO PERMIT SUBMITTAL.ROOF OVER-FRAMING AT <br /> J1 11 7/8"TJ1210 16" MECHANICAL AREAS SHALL BE 2X8 HEM FIR N0.2 AT 16"ON CENTER. 9. SOME SHEARWALLS REQUIRE 3X FRAMING AT PANEL EDGES.SEE <br /> w _-- HEADER:SEE 1/S9.00 ALL SECTION CUTS U o <br /> � HR-1 4x8 J2 (2) 11 7/8"TJI 210 16" H� Z o0 <br /> #BUNDLED STUDS SHEARWALL SCHEDULE ON SHEET S1.20 <br /> BELOW @ SUPPORT 2. ROOF FRAMING FOR THIS BUILDING WAS DESIGNED USING FLOOR DEAD � <br /> p i FB-2 1 3/4"X 11 7/8"LSL J3 2 X 8 24" _ _ _ _ _ _ _ SHEET S1.30 I � <br /> Z FB-3 31/2"X 11 7/8"LSL J4 �1 3/4"X 11 7/8"LSL 16" � HOLDOWNS LOAD AND LIVE LOADS INDICATED ON SHEET S1.01. 10. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE. - <br /> � II FB-4 51/2 X 71/2"GLB J5 1 3/4"X 7114°LSL 16" `�P `�P PER SCHEDULE 11. PROVIDE JOIST OR BLOCKING ATOP SHEARWALLS. 1 @ u- <br /> Y „ 3. JOISTS UNDER AND PARALLEL TO BEARING AND SHEARWALLS SHALL cn � °� <br /> � FB-5 5 1!2 X 11 7!8 GLB J6 2X6 16" L. cn � <br /> V BEARING WALL BE DOUBLED TYPICAL UNLESS NOTED OTHERWISE.BLOCKING AT BEARING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. � N o <br /> m FB-6 Parallam�PSL 2.0E- 51/4 x 11 7/8" J7 (2)2X6 16" S1 RE:7/S9.00 FOR STRAP AND SHEARWALLS SHALL BE PER BEARING AND SHEARWALL SCHEDULE.SEE N � � <br /> „ PER S2.10B FLOOR JOIST SCHEDULE.FLOOR SHEATHING SHALL BE GLUED AND NAILED. 13. BUNDLED STUDS FR OM THI S L E V E L S H A L L B E C O N T I N U E D D O W N T O � �' `" <br /> c� � FB-7 Parallam�?PSL 2.0E- 5 1/4 x 7 � <br /> � i FB-8 Parailam�PSL 2.0E- 3112 x 14" FOUNDATION OR SUPPORTING BEAM(SEE 4/S9.00 FOR DETAILS). �cn � o <br /> � FB-9 51/2 X 6"GLB 4. WALLS INDICATED ARE BELOW THE FRAMING LEVEL.SEE BEARING WALL �, � ' <br /> o IS C H E D U L E T H I S S H E E T. 1 4. A L L B E A M S A N D H E A D E R S S H A L L H A V E A M I N I M U M O F(1)F U L L H E I G H T W °' �' <br /> � STUD AT EACH END FOR BRACING TYPICAL UNLESS NOTED OTHERWISE. � � � � <br /> Q 5. PLUMBING,MECHANICAL,AND ELECTRICAL SYSTEMS SHALL BE DESIGNED L � N °' <br /> � ` �_� <br /> a AND BUILT TO ACCOMMODATE 3/8"PER FLOOR WOOD SHRINKAGE. 15. BEAMS OR HEADERS WITHOUT SUPPORT BUNDLED STUDS SHOWN ON THE +'' °' � � <br /> `a PLANS SHALL BE SUPPORTED AT EACH END BY MINIMUM OF(2)2X STUDS L z �, � <br /> I �� 6. S I L 1/S 9.0 0 F O R T Y P I C A L H E A D E R/B U N D L E D S T U D C O N S T R U C T I O N. A T L E V E L 7,6, 5,A N D(3)2 X S T U D S A T L E V E L 4&3. R E F E R T O D E T A I L +-� o � <br /> g I � � 2 � �� 4 '�F.9 5.3 6. � 6.4 � 7 8 1/S9.00 FOR MORE DETAILS ABOUT TYP. HEADER AT WALL. � � � 3 <br /> � � 7, E ._t C I T E C T U R A L F O R D R A F T S T O P A N D V E N T I N G L O C A T I O N S. <br /> i � 16. BALCONIES SHALL BE DESIGNED BY OTHERS AND SUBMITTED TO CT � <br /> ENGINEERING FOR REVIEW. � <br /> i <br /> i i i i ii i i i i i i <br /> f <br /> i i i i ii i i � i i i <br /> � O ' <br /> ���_�; O <br /> I I I I I I I I I f I I I �r , ` c'fy,�f�Jj,, � <br /> . ��/ Jj_ O <br /> i i i i i i i i � i i i x � v�j� � � <br /> o ;s <br /> �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � : m � <br /> � � � � � � � � � o � . _ . �,- � � <br /> ; i i i i i i i i � i i i f ,� �' <br /> E �`�j��1,�' ,'`� ��� � <br /> f <br /> i i � � ii i � � � � i <br /> I 1 I I II I I k I I I <br /> O � <br /> I I I I I � I I I I I I a � N <br /> I f � N O <br /> If I O O <br /> � I II I I <br /> ; - - - - - - - -� - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - 1 - - � - - - - - - - � - - - - - - � - - - - - - <br /> � � � � � � � � � � � H <br /> � � � � � � � � � � � � � <br /> o� I o <br /> � � � � � � � � � � � � �� � <br /> W! ;, � <br /> � Z U <br /> ; i i t ii t i i i i i � O <br /> I ? � <br /> � � � � � � � � � � � � � m <br /> o w <br /> i i i i Ii i i I i i i U � <br /> � � Z Q W <br /> �' I I I I I I I I I I I I - ------------ <br /> I � � ! <br /> I I I I I I I I � W � � � <br /> ;' c� F- o 0 <br /> �, - - _- - - - - -� - - - - - � - - - - - - - - - - - - - - �-- - - - - - �- - - - - � - - - -� - - - - - - - - - -� - - - - - - - - - - - � � W � .y w Noo o . <br /> � � � � � � � � � � � � � � QQ a � � <br /> � � -� � 0 o rn <br /> � I � .- � Uo m <br /> i �k .. .. J � F- � <br /> mC� � Q } <br /> p Z Q U w oaowi- <br /> i i i ii i i i i i � � _ <br /> i � W U tA Y cn � U a O <br /> I <br /> I I f I II I I I I I I <br /> I I I I II I I I I I I <br /> � � � a � 9,�0 � � � � � � � � ` <br /> - - - - --- _ - - - � - - - - - 1 - - - - - - - - - - - - - - - �- - - - - - �- - - 1 - � - - - - - � - , . <br /> � � � � - � � � � - - - - - , - - - - - - F <br /> I J3 � 9 0 � <br /> i i I a I � P6 � i � i i � i i i <br /> P P P6 co � J3 i � <br /> , i I _ �_ I HR-1 i i i 9A i i i i i i _ <br /> � _ <br /> - _ - _ _ _ - _ _ - - _ _ _ - _ - � - - - - - - _ _ _ _ - - - - - - -- - - � _ _ � - - - _ � _ - = - - _ - - - _ � _ - _ - _ - _ _ - _ � _ _ _ - _ _ = D.9 <br /> i i i i i i i i i i i i �� � <br /> � <br /> � � <br /> i i i i ii i i i i i i i <br /> ' I �� . <br /> II i i i i ii i i i i i i � <br /> I <br /> � i i � ii i i i i i � <br /> �J <br /> � i i i i ii i i i � i i � <br /> il . �� <br /> I <br /> � � � � � � � � � � � � <br /> li <br /> � � � � � � � � � � � � <br /> � <br /> C/� . <br /> i i i i ii i i i i i i M� � <br /> � � - - - - - - - - - -� - - - - - - - - - - - - - - - - -- - - - - - -E- - - - � - - � - - - - - - - - � - - - - - - - - - - - p � � <br /> � ; � � � � � � � � � � � � � 4� <br /> � ; <br /> � <br /> � i - - - - - - - - - - - ; - - - - - - - - - -, - - - - - - - 7-- - - - - - - - -,-r- - - - - T - -,-,- - - -, - - - - - - -, - - - - - - - - B.5� O � °' o <br /> m ' i i i i ii i O � � � <br /> � ' - - - -- - - - - - - - � - - - - - - - - - - - - - � - - - - � - � - - - - - - - - - - � - - - - - - - - - � - - - - - - ���, � � o °� <br /> � ; � � � � � � � � � � � � B � a., � � <br /> � i � � � � <br /> � i � � � � � � � � � � � � � � � � � <br /> � - - -- - - - - --� - - - - - - - - - - - - - - - - - - -�- - - - - - �- - - - � - - - �- - - - - - - - - --� - - - - - - �- - - - - - A •,--� � ,� �, <br /> `° � � � � � � � � � � � � � N � <br /> � II � � � N W <br /> � i i i i i ii i i i i i i <br /> � <br /> _ '� � � <br /> � o I � � � � � � � � � � � � , <br /> "' � ! SCALE: 1/8" = 1'-0" � <br /> � � � ��� � H i h Roof � � � � � � � � � � � <br /> N <br /> o � ; �I 9 ; , i � <br /> � _ , - , - �- � _ . <br /> c+� U I� � .;` . <br /> _ . ----- ------- ._._. .___----- ---- ------- - �----- <br />