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<br /> �� SfAI�(P:
<br /> a�a �TE,�
<br /> � � ��p °��' � �� ... 5322 REGISTERED
<br /> � �TWAT 1i�AAp+�C� Y � � �CHITECT ���
<br /> � � �T'AI.1AA�ii1 ,T� , T�� �V .
<br /> �� GA FILE: N0. RC2602 3.4�T1N0��LAY��S C?���1Jl.�►'�i�A�l� Ti�l� .90�T3 T1�L��A�TO��fA . �� �
<br /> � ,... ��f�
<br /> � GENERIC 4.A�Ol13TiCAl_PU�iY P�TO'��37 �� � Ai� Aie� �'T�. �,
<br /> 1�Hc�UR FIRE WAI� . �` MAR�iJ�NEfSKY!
<br /> STAT� ��HIN�'ON
<br /> � ��s����, ` �r:�F�{��
<br /> y
<br /> 2 j �ASE LAYER �" 1'YPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES ��`�'�,�
<br /> � �
<br /> � TO WOOD ROOF TRUSSES 24-" O.C. WITH 1Y4" TYP� W OR S DRYWALL ��`�r,, ASPHALT SHINGLE � PfZOJECT:
<br /> SCREWS 24" O.C. fACE LAYER �" TYPE X GYPSUM WALLBOARD OR � �_ �, �, �'�'��,� ROOFING PER SPECIFICATIO
<br /> � GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1�i�" -=';�, ,, � A����,, u � i
<br /> � TYPE W OR S DR�YWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE �'`� �,_, �, � �`�:;�,`� � �N1 l�l �I CED
<br /> z} TRUSSES AND 1Y2 TYPE G DRYWALL SCREWS 12 O,C. PLACED 2 BACK a.-- .---� .�`���,_,` ��,�y„ S�� V IC��
<br /> �� ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24 FROM BASE �AYER �r! � ���, ��,1� �
<br /> � JOINTS. WOOD TRUSSES SUPPORTING Y2" WOOD STRUCTURAL PANELS � �`�`�z�_,,,, � FACILIT��S ��7F
<br /> � APPLIED AT RIGHT ANGLE5 TO TRUSSES WITH8d NAILS. APPROPRIATE I �'�3.., C >
<br /> PROTEC710N I OR TRU�SSES.ROVIDES ONE—HOUR FIRE—RESISTANCE R-38 BATT ( � 5��+5`�� � �' I��,Tf�1IL
<br /> � INSULATION --------
<br /> ��� �.�
<br /> � ---�-----� ���� `
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<br /> i'___� �__.J �—s �� �—.i r—_� ....r r
<br /> � � ; 6�02 EVEI�GI�EEN WAY
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<br /> -��' �==��`�-� ---�`�'���` (-�' (��� � ' EVEFZETT WA 98203
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<br /> � (2) LAYERS AIR BARRIER WOOD TRUSSES
<br /> � � R1 � O � � TR � � S TYPE X GWB ----��-- ' PER STRUCTURAL �� AFZCH�TECTS, INC.
<br /> ��� ' A605 1"=1'-0' ���� - 116TH AVENl1C NE
<br /> � ;
<br /> � �
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<br /> � �25.637.083(
<br /> FAX.637.1878
<br /> NOTE:
<br /> 1. ARCHITECTURAL DRAWINGS ARE
<br /> THE PRIME CONTRACT DRAWINGS.
<br /> CIVIL, LANDSCAPE STRUCTURAL,
<br /> MECHANICAL, PLUMBING,
<br /> ELECTRICAL, AND FIRE
<br /> PROTECTION, SHALL BE USED IN
<br /> CONJUNCTION WITH ARCHITECTURAL
<br /> DRAWINGS. THE GENERAL
<br /> CONTRACTOR SHALL VERIFY AND
<br /> COORDINATE DIMENSIONS AMONG
<br /> ALL DRAWINGS. ANY
<br /> DISCREPANCIES, CONTRADICTfGNS,
<br /> OR OMISSIONS SHALL BE
<br /> REPORTED TO THE ARCHITECT FOR
<br /> RESOLUTION PRIOR TO PROCEEDING
<br /> WI7H WORK OR FABRICATION OF
<br /> THE ITEM(S) IN QUESTION.
<br /> 2. NOT A FULL SIZE DRAWING UNLESS
<br /> PRINTED ON 24" x 36" SHEET. IF
<br /> THIS SHEET IS NOT 24" x 36"
<br /> THEN IT IS NOT TO SCALE.
<br /> R2 N � T l� S D
<br /> A605 1"=1'-0" I
<br /> REFERENCE:
<br /> TPO R(70FING MEM�RANE �
<br /> � � I�C 2015, TABLE 721.1(3), ITEM ,,.��`�`�����"�y���3�o�s����-�=��� -� TAPERED RIGID INSUL -
<br /> NUM�ER 2101.1 ` R�38 RIGID INSUL � i (SLOPE PER ROOF PLAN)
<br /> 2 �, �ASE LAYER — � REv�,io��: �,�rE
<br /> � � � :
<br /> STRUCTUR�: ° �
<br /> 2 x 12 JOISTS. SPACING PER STRUCTURAL (24" O.C. MAX.). �����������������'� � DOH UPDATES o8/24/2ot7
<br /> ROOF DECKING � i
<br /> UNDER SIDE: i 1 2� DOH/CITY/VE UPDATES 10/18/2017
<br /> �ASE LAYER 5/8" TYPE X GYP5UM WALLBOARD APPLIED AT - �,-y , � �
<br /> ' �
<br /> RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1Y4" TYPE � f� " � . - .f,
<br /> „ ,� , :
<br /> S OR TYPE W DRYWALL SCREWS 24" O.C. FACE LAYER 5/$" �`<� 4�:` `�
<br /> TYPE X GYPSUM WALLBOARD OR VENEER �ASE APPLIED AT � ' ' ' ` '�` ' ` `�
<br /> RIGHT ANGL�S TO JOIST OR TRUSS TI�IROUGH �ASE LAYER ------ _. � ' __. __.._._._.�_.__._......._..._ —
<br /> WITH 1�/$" TYPE S OR TYPE W DRYWALL SCREW5 12" O.C. AT '�f ��'
<br /> JOINTS AN� INTERMEDIATE JOIST OR TRU�S. fACE LAYER �
<br /> TYPE G DRYWALL SCREWS PLACED 2" �ACK ON EITHER SIDE i,!, ;I�
<br /> OF FACE LAYER END JOINTS, 12" O.C. ` ` '�'
<br /> — - 2» x 12„
<br /> (2) LAYERS (VERIFY W/ STRUCTURAL)
<br /> TYP E X GWB _..__..._._.__.__._._..___......._..__ A1 R SAR R I ER
<br /> �3 LS W� � D TAPERE �
<br /> A605 1"-1'-0"
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<br /> 4� REFERENCE: TPO ROOFING MEMBRANE � �• �• ��iSHAK
<br /> � I�C 2015, TA�LE 722.2.2.1 OVER Y4" ROOF �D ' U�����vN BY D. �uR�AM
<br />� � � � MINIMUM SLAB THICKNESS FOR ' �
<br /> 2 � 1—HOUR FIRE RATING = 3.5" R-38 RIGID INSUL � i
<br /> ' �� Ct-IECKED BY M. JENEFSKY
<br /> .:
<br /> � (BASE LAY�R) ___----------------- ; �
<br /> � ' STRUCTURE: ��
<br /> � 3Yz" MINIMUM CONCRETE POST TENSIONED SLAB �XT��lO � � [�Ro��c-r# 's-122
<br /> � �
<br /> �
<br /> � INSULATION: - \�
<br /> R-38 BASE LAYER PLUS TAPERED RIGID INSULATION ABOVE.
<br /> � . , �� , �� ,� _ � , , � sEfr issuE u��-r�: os/o�J2o��
<br /> � � .�; �
<br /> .� ,',.' �' ,`
<br /> �
<br /> 3\' ROOFING: TPO fZ00FING MEMBRANE OVER Y2" ROOF BD. ' � � # . � � � �
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<br /> � � ` C�li_I1�lG TYP��
<br /> � �
<br /> � � SFIEET�
<br /> � INTERIOR PT SLA�
<br /> <
<br /> � ��
<br /> � �
<br /> � R4 1 H PT DE � � �
<br /> � A605
<br /> 1"=1' ' 0
<br /> � � � � � :� � � v� � �� �1
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