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<br /> POST, CAP & BASE SCHEDULE .
<br /> SYM. POST CAP BASE NOTES: z ,
<br /> P-01 (1)2x_STUD w/(1)TRIMMER (4)16d NAIL(DBL.TOP PLATE) (4)16d NAIL(TOE PLATE) 16d NAILS STAGGERED @ 12"O.C.(8)16d NAILS STUD TO HEADER � o
<br /> p-02 2x_STUD wl(2)TRIMMERS (4)16d NAIL(DB�.TOP PLATE) (4)16d NAIL(TOE PI.ATE) 16d NAILS STAGGERED @ 12"O.C.(8)16d NAILS STUD TO HEADER Z °' �
<br /> P-03 �Z)2x_TRIMMERS (4)16d NAIL(HEADER) (4)16d NAIL(TOE PLATE) 16d NAILS STAGGERED @ 12"O.C. � � �
<br /> Y= p�
<br /> P-04 (2)2x_STUDS (4)16d NAIL(DBL.TOP PLATE) (4)16d NAIL(TOE PLATE) 16d NAILS STAGGERED @ 12"O.C. � �� �
<br /> m
<br /> P-05 (4)2x_STUDS (4)16d NAIL(DBL.TOP PLATE) (4)16d NAIL(TOE P�P,TE) 16d NAILS STAGGERED @ 12"O.C. O J� �,
<br /> P-06 6x6 DF#2 SEE 14/S2 PBS66 V ��o _
<br /> � � N.0
<br /> P-07 (3}2x_STUDS (4)16d NAIL(DB�.TOP PLATE) (4)16d NAIL(TOE PI1�TE) 16d NAILS STAGGERED @ 12"O.C. W N � '
<br /> P-08 PT4x4HF#2 PC4Z PBS44A � o � � "
<br /> W m
<br /> NQTE: SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE � d
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<br /> Z .
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<br /> BEAM SCHEDULE
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<br /> R F PLAN NOTES ,�:. . �.�: . �}��
<br /> SYM. BEAM ••=�: , �.. �
<br /> BM-01 4x8 DF#2 OR BETTER ,� �; ` � ��'� � l��" �
<br /> • SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR
<br /> �
<br /> BM-02 4x10 DF#2 OR BETTER 4��`j'��� F g �� � q
<br /> ' ��'i �1> � � �� �
<br /> l.t� s ��
<br /> GROUND AND ROOF SNOW LOADS. BM-03 3.5"x9°GLULAM ``��o���/j,�j �,�t;,;�Ij��j� ��� � ; �� �� �
<br /> BM-04 3.5"x9.25"PSL �`+�"'j '�
<br /> • FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR ��1���.�`���i� ,�t � " �
<br /> SCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE
<br /> DESIGNED AND ENGWEERED BY A LICENSED TRUSS � � � BM-05 7"x9.25"PSL ,.�t�� ,�� �E� ���j�i�����j�ai�z�� � � ,
<br /> ENGINEER. RAFTER FRAMING PER PLAN. BM-06 3.5°x10.5"GLULAM ''� �f��;��� `" "`' �
<br /> • TRUSS LAYO T � ����i �F���� �-� �� ,, � � .
<br /> U TO BE REVIEWED AND APPROVED BY THE �,�, ��„ �
<br /> BM-07 5.5"x10.5"GLULAM ^ ` `"'�'� r '
<br /> �, ��� �� ���� ��.
<br /> BM-08 5.5'x12"GLULAM � � ���� �� ' 6 � � ` �
<br /> TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. I �` 1 �
<br /> . . � . _ �`����'� E i�,�•: �;�F,.,�i 4�'*'-��"{�J'*"�`r`I
<br /> BM-09 W8x18 "�
<br /> • SHADED AREAS INDICATE OVER-FRAMING.
<br /> U W N .d� O'r�p N D C O N O O
<br /> • LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER � � T � C D E F BM-�� W8�$ Z_� � � y� m a �, �,� � � ��-�
<br /> o�rHo����� �mEaa�N �.o
<br /> GENERAL CONTRACTOR. BM-11 W10x30 =o z ��� ��a�� � o � �L�-U
<br /> �g� agymo �= ���oa � o�
<br /> • INSTALLATI BM-12 W10x54 c�W ��v Q ��.- � �
<br /> O N O F A L L R O O F I N G A N D W A L L F L A S H I N G � I BM-13 PT 4x10 HF#2 a�m o U o � _ _ �n o c 3 N� N �
<br /> �z¢«�° o m u._ E�+
<br /> U N N'� m� N p C
<br /> II O LL � 3 � T N m._ C�
<br /> U J O O U�'`.O OJ� O C_p N-Q �
<br /> W E- O.O.O�"O N J �-O'(0 � 4J 7"O �
<br /> I . I � I . . F�,� N N p�L 0I N � j� E � m
<br /> SHALL BE TO INDUSTRY STANDARDS AND IN COMPLIANCE J a � o� o '`
<br /> WITH CURRENT CODES. � I 1 I ,:y '
<br /> i i i i i i HANGER SCHEDULE y
<br /> • PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS ( � � I I � � SYM. HANGER
<br /> SPECIFIED IN DETAILS. � I � � � � � j
<br /> i � i i i � H-01 JB210A(field verify) �
<br /> • SKYLIGHT SIZES, IF ANY,AREAPPROXIMATE.CONTRACTOR ' H-02 J6210A
<br /> TO VERIFY ACTUAL ROUGH OPENING SIZE PER � ' � � NEiN1NALLs UNDER l
<br /> MANUFACTURER SPECIFICATIONS. � � � I j � . . H-03 LU210 / LUC210
<br /> —_� I
<br /> i � - - �
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<br /> • PROVIDE SOLID BLOCKING OVER ALL SUPPORTS. 3 ----- � -I— -� N -- --.- --- --- ------ � � �- -- -- -- � --- -- -- - --- ---- ----- �__� -. ----------
<br /> - �..— �_1 H-04 LU28 ! LUC8
<br /> c- (n . . . � � --,_I �--`�- - �j s- (n .�. I. . H-05 HUCQ410-SDS
<br /> � I . . . � I. . H-06 HUCQ610-SDS
<br /> i ,i i; D�
<br /> • PROVIDE MIN.22"x30"ATTIC ACCESS WITH APPROVED --r-- ,; _ _
<br /> WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE,A SEIF ' __. � ....__ _ ... . . .___ _ � -
<br /> __ .. _ _. H 07 HUCQ410 SDS,SEE 18/S2
<br /> CLOSING MECHANISM MUST BE INCORPORATED. '. ; ' ' ; � i : ;: -- `
<br /> _�F- � ; ; t - - - F., NOTE: HANGERS NOT CALLED OUT IN ROOF .
<br /> _.. _ _.
<br /> _
<br /> _ �
<br /> PLAN SHALL BE PROVIDED BY TRUSS � s::
<br /> �¢ I � ' ' ¢ ENGINEER
<br /> • 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL N v � ; ----- c,� --�-- i.: i � - .
<br /> GABLE ENDS) 2 - -- ---- - --- � - �---- --- -- - � - -- --- -- � — - - ------ --- - —'-`� � �U -----
<br /> �i ; -... "' L - /�p ,r� . _...,_r -- J� - — � \ -
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<br /> / � I _A _ – – __ ^_j, t r --- -� Dc � � �\
<br /> • ATTICS WHERE THE MAX.CLEAR HEIGHT BETWEEN JOIST ' � `; �o ' �� i ` I � ' � �
<br /> A N D R A F T E R S I S M O R E T H A N 4 2", O R W H E R E T H E R E ARE - , ; --�- ; G I R D U S S ; ; ., , ---- E • �
<br /> T W O O R M O R E A D J A C E N T T R U S S E S W I T H T H E S A M E W E B � I `i ' ( i i � ; I � A L L R O O F F R A M I N G M E M B E R S T O B E
<br /> C O N F I G U R A T I O N C A P A B L E O F C O N T A I N I N G A R E C T A N G L E ' '�7 � � � 'I 7 � M A N U F A C T U R E D T R U S S E S 0
<br /> I � , I
<br /> 42"HIGH BY 24"WIDE OR GREATER, MUST BE CONSIDERED � � � 24"0
<br /> -- -- , i t I i REMOVE EXISTIN
<br /> E-6•12 0 6—�� �:� ,�i . 2 i � WALLS UNDER @ .C. (U.N.O.) N
<br /> 2
<br /> ATTIC WITH LIMITED STORAGE. �� , : ��/ p� �
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<br /> -. �/ � .��� I:�I /�' .._ ' �I
<br /> • ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE � I �
<br /> ( � � � � �_ �� �' �
<br /> DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING � r � � �r ----------;; �l � � CALLOUTS
<br /> I GIRDER TRUSS � � � � , i' � NO Q
<br /> ROOMS. REMOVE EXISTI G � � � � , �/, � � / � ' , GIRDER TRUSS o �` ! REMOVE EXISTING W `
<br /> I ► � , � I SHALL BE �
<br /> � � ROOF FRAMI G � � l,f i� ' ``. ,'' �'� � : � � �,�� � ROOF FRAMING � .
<br /> � � � �; , � HEADER: BM-01 � �.._ . ,
<br /> %��� ACCESS i/ �j1 m ` 'k
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<br /> ,� ;� � �^�/�, � , . /,�'/c?� �` �_.-I COLUMN: P-01 (ea. side) W
<br /> ATTIC VENTILATION CALCULATIONS °� � , � - � � ,-j���, �, i ; _ �u �
<br /> � �:,��-r,�- ; �,'�� � ;
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<br /> BM-02 rq/ � ��/i �l%�/� i`r /�;'� //� 3.5.12� �� � LLI .
<br /> ATTIC VENTILATION(R806.1 &806.2) ��' p / ; ,E3.5_12 , . k , ; ; ' r ' � ,;/ , OVER FRAME HATCH AREAS
<br /> LE N V >
<br /> PROVIDE 1 SQ.FT.OF ATTIC VENTILATION FOR EACH 150 SQ.FT.OF ATTIC AREA. ,o f �� - - �j//��� '� >'/ 9� i � � r s ) i�: �/ I G E D �J„�
<br /> � /j � { v /j� z .
<br /> EXCEPTION: ` � �� �i � � ':�j�//,f` i fi,� �'� � � --ElEL��CESIFI BEARING WALL
<br /> � ----- - � - --- --- . T._ _ _�,_,� ,T, , , ,�-, , ' �-
<br /> PROVIDE 1 SQ. FT.OF ATTIC VENTILATION FOR EACH 300 SQ.FT.OF ATTIC SPACE WHEN 50/o(BUT �� - ' - �--- - � W L.LJ
<br /> � _ � :.---.=- _ � � TRUSSES
<br /> ti / .
<br /> NOT MORE THAN 80%)OF VENTILATION IS IN THE UPPER%OF ATTIC. a I � BM-08 ' //' ' ��� �%� /� / , � r p'� Q �
<br /> �� ///� i r j , /� //� / I I Qi I I ------ TRUSSES(TOP CHORD) �
<br /> PROVIDE A COMBINATION OF ROOF JACKS OR CONTINUOUS RIDGE VENTWG ALONG WITH EAVE � / �' � � � � ( I � I z
<br /> � �/
<br /> I � I � / �/ I"I ,5,�, j / / , � , _ ... ................ OVER FRAMING � W
<br /> VENTS. I I /�� / I 1 �
<br /> AF50 JACK VENTS=. 333 SQ. FT. NET FREE AREA. I � I � CUT AND B � ; !�ii�j /I' �/ � / u � � EXISTING WALLS UNDER _
<br /> EAVE BIRD BLOCKS=.074 S . FT. NET FREE A I I EXISTING FRMW � I �. tr,q /�/ �� / I 1 , GIRDER TRUSS — � �
<br /> Q REA. I � � � ( TO NEW BEAM � .... . I� ... r/� ��/�� - - __ -}-� I � .
<br /> CORAVENT V300=.094 SQ.FT. NET FREE AREA PER LF. I � � � CUT AND BEAR EXISTI�1G T WALLS UNDER .
<br /> �— a �
<br /> � ( � � I � � I I I � I � i/J FRAMING TO EXISTINd I HEADERS&BEAMS � W
<br /> NEW UPPER ROOF � � � � ' '
<br /> I ( - - --- ----- - - BEARINGWALL � � ..
<br /> I I I ' ' I � I � EXISTING ROOF LINES � �
<br /> ROOF AREA=552 SQ.FT.!300=1.84 SQ,FT./2=x.92 SQ. FT. � � � � � I � u I n I � EXISTING Q � U .
<br /> OF REQUIRED VENTING IN BOTH � I I I � � I '
<br /> UPPER 50%OF ROOF AND IN LOWER 50%OF ROOF. I � � ( I I I j � I � � _ _ _ = E X I S T W G W A L L S U N D E R � �
<br /> I I ' -- -- � - -- - -- � � _......_.. ... ... REMOVAL Q z �
<br /> IN UPPER 50%OF ROOF TOTAL SQ.FT.REQUIRED!.333 i L �J � i ' � —— — �� — —�—� —�—-' � �� I (�
<br /> =3 A F 5 0 J A C K V E N T S. I ��-—� � � � �I � � I I � � � j W (� .
<br /> r � � ap � ' �L _-�� i � I I I � � /�j OVER FRAMING W N
<br /> W LOWER 50%OF ROOF TOTAL SQ.FT.REQUIRED/.074 I � � i>� � I � I > r—
<br /> = 13 EAVE BIRD BLOCKS j I � i'`i � � � �
<br /> u
<br /> � `1 LOWER ROOF LINES
<br /> LOWER ROOF AREA
<br /> NEW LOWER ROOF � � i � � � � ! �
<br /> ( I � � ; � � e
<br /> ROOF AREA=149 SQ. FT./300=.5 SQ. FT./2=.25 SQ. FT. I C=- - - -� - ___� � � I � � ,
<br /> OF REQUIRED VENTING IN BOTH ' j -I � � ' � I I �
<br /> UPPER 50%OF ROOF AND IN LOWER 50%OF RQOF. ( i I � _ � : � _ _ __ J �_ _ _J � �
<br /> In � �-- �-- ---- - --- -- C--� �- --� � �
<br /> IN UPPER 50%OF ROOF TOTAL SQ.FT.REQUIRED/.094 I ' � ( I � u I I I I I
<br /> =2.6 LIN. FT.OF CORAVENT V300. i � I � j I I I
<br /> i I � j I � i II
<br /> W LOWER 50%OF ROOF TOTAL SQ.FT.REQUIRED!.074 �
<br /> =4 EAVE BIRD BLOCKS � � I I ' � I � I I c
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<br /> � � j j � I PROJEGT NO. 170811
<br /> I I I I I I �'`��"��I� DESIGNED BY TL
<br /> f����• I�(� DRAWN BY TL& RM
<br /> ,�.�,�"��Y �f���`S`�, CHECKED BY TL . .
<br /> �' '� ° '� c3
<br /> �
<br /> �� '`� � ��,� SHEET:
<br /> � ���`��:" ��`� .
<br /> �' '��St��.�/'
<br /> ROOF PLAN ������
<br /> ��
<br /> SCALE: 1/4" = 1'-0" �
<br /> ELEC7RONIC COPY
<br /> FOR SCHEMATIC PURPOSES ONLY, oRiGiNa�is oN Fi�E
<br /> REFER TO TRUSS FRAMING PLANS PER MANUFRCTURER ar�oss ErvcirvEERirv�
<br /> AND PREPARED BY A LICENSED TRUSS ENGINEER.
<br /> ���� �� ������� ,
<br /> �����'i0��� ���� �,������ � • .
<br /> PRINT DATE 3/12/2018 5:14 PM
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