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<br /> 250 4TH AVE. S., SUITE 200 �
<br /> EDMONDS, WASHING70N 98020
<br /> PHONE (425) 778-850Q
<br /> 2 FAX (425) 778-5536
<br /> PIAN NOTES: �"4r
<br /> 1. MECH UN17S SHOWN ON PLAN W/DESIGNATED � .ti�`<`'�' 'f— �X!�,�-�i��ri �'fi��•�:���
<br /> MAXIMUM WEIGHT. DO NOT CUT JOISTS FOR r�;;��,3���°�;7�� r��� ;=, � ,,� �=ni ; ,: �-�-; t
<br /> MECH UNIT ROOF OPENINGS. LOCATE UNITS .� __�z. . _ _ __ ___ _. __. _ .___ _, �. . _ .__��_r.__ . �. ---__ _ __ ... ._____ _ - E .. _..� _._ _ _ �_
<br /> . 5 3� 1 � �r� �'f�EP
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<br /> � SUCH THAT OPENiNGS ARE BETWEEN 101ST5. � -- - -- - - �--- -- - -- -__ _
<br /> 2. UNIT WEIGHTS WERE PROVIDED TO ENGINEER � � � � 6x8 DF#2 '� � � �� � • V�`
<br /> '�` � � � iVEW MECH UNIT � � ,. a `
<br /> O F R E C O R D&I N C I U D E A l l U N I T A C C E S S O R I E S �`;�, � � ,
<br /> &CURB WEIGNT,THE CONTRACTOR SHALL �,��'�� � � � � p {2400 ibs MAX) � � a
<br /> 3 � �
<br /> NOTIFY ENGINEER OF RECORO IF UNIT WEI6HTS �4�, g o i � �
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<br /> INCREASE OR IF UNIT LOCATIONS CHAN6E ���� � w ' � � � � ,
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<br /> DESIGN: SQT
<br /> D RAW N: ATD �
<br /> CHECK: MTM =
<br /> JOB NO: 18299o'i O
<br /> DATE: '12/28/18 ` '
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<br /> ,� RQ�F FRAMING PLA�! �
<br /> SCAIE: 1/4"=1'-0" �— ,
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<br /> NOTE: ""� � •
<br /> DO NOT CUT EXI5TING ROOF RAFfERS(7R � C� �
<br /> (2) 1/2"�LAG SCREWS W/4" SEAMS FOR MECHANICAL PENETRATiONS. (�
<br /> EMBED,TYP EA SIDE OF CURB PER MFR � � �
<br /> UNLESS MFR FiAS MORE STRiCT � MECH UNiT&CURB ---
<br /> ANCHORAGE REQUIREMENTS PER PLAN,&MFR �,�, �
<br /> Al?ACH MECN UNIT L� � .� .�
<br /> 6x6 DF#2 SLEEPER W/1/2"� TQ CURB PER MFR � � � �y
<br /> LAG SCREWS @ 24"OC W/4" 1�"' �
<br /> EMBED INTO BEAM ��� � j � L.�.
<br /> MiN EXIST W �'°" ,
<br /> SHEATHING � W �
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<br /> N o � � � .
<br /> EXIST ROOF �
<br /> RAFfERS PER PIAN � � W � �
<br /> BEAM PER PLAN
<br /> SIMRSON HU 68 FACE MOUNT
<br /> EXIS7 BEAM SHEET:
<br /> HAIdGER W/MAX NAILING PER PLAN ����r �� ������m��
<br /> �"��������� ��� ������ ��
<br /> IVIECH ANCHORAGE DETAIL ,
<br /> SCALE. 3/4 -1 0
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