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33' COMMON TRLISSES 29' SUSSOR TRLISSES Architectural N�te$ CR-E,�T�VE
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<br /> � ��� I. VERIFY ALL DIMENSIONS AND MA7ERIAl.CONDITIONS IN THE FIELD. ��0�����'��
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<br /> � � � �`��g � � � s� 2. DIMENSIONS ARE FROM FRAMING SURFACE TO FRAMING SURFACE.
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<br /> ` f��V -" " �( _----�- - --�: � ' ' `' �: �^ �,. - 3. SHOULD ANY QUESTIONS ARISE CALL CREATIVE COMFORT BEFORE
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<br /> � -s � �"" � -�---m--��� �� �� � `��`"��°" �, �`�'" � � 4. MAIN FLOOR SCOPE OF WORK: Kirkland, WA 98033-8627
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<br /> ` �� "`T�m� ; ` �#.I. REMOVE EXISTING ROOF TRUSSES�LEAVE THE BOTTOM CHORD
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<br /> � 4.2. REMOVE EXISTING PATIO STRUCTURE
<br /> _ _ � ` 4.3. REMOVE MASONRY BBQ 2eclecn'c7@gmail com
<br /> - - � { 4.�. ADD UPPER FLOOR PLAN
<br /> : : ; 4.5. ADD NEW DECK Skype:eclecticseven
<br /> ` ' ' � � ' ; 4.6. ADD EXTERIOR STAIRCASE TO THE UPPER DECK
<br /> ' 4J. ADD NEW UPPER ROOF FRAMING
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<br /> PLATE _- ` 5. BASE DRAWINGS WHERE FROM THE AS-BUILTS.
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<br /> HEADER 6. REFER TO THE FRAMING NOTES ON SHEETS A-0.4 THOUGH A-0.8 FOR Q
<br /> _ ° - -�' - - == - - �3 ADDITIONAL INFORMATION. �►v
<br /> ADDITION �� ? � � � � , � I •�v
<br /> , - _ � 3 7. REFER TO THE STRUCTURAL ENGINEER'S SHEETS FOR ALL LATERAL �
<br /> DESIGN AND FOUNDATION INFORMATION. �
<br /> 23'-5 1/2" b-I I/8 �� �
<br /> 8. VERIFY ALL EXISTING STRUCTURAL ELEMENTS. REPORT ANY DIFFERENCES Q�
<br /> UF 6, � � 3�8„ _ ,�, ��=,�'�b A;, TO CREATIVE COMFORT BEFORE PROCEEDING. TO PROCEED WITHOUT
<br /> WRITTEN APPROVAL PLACES THE RESPONIBLITY UPON THE PARTY O �
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<br /> E. �� g y ��;;� � � � ` , `�� % � I. VERIFY ALL DIMENSIONS AND CONSTRUCTION CONDITION IN THE N �
<br /> EXISTING -� �'' �` � �
<br /> 7'-8" / �°' ' FIELD. � \ ►�a
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<br /> ' �y 2. MEASUREMENTS ARE FROM F�AMING SURFACE 70 FRAMING SURFACE. •� � �,
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<br /> -� --� � f _,�,'. •o• .o• 3. YOU ARE RESPONSIBLE TO READ ALL NOTES AND ALL SIGNIFICANT � � e�-
<br /> E. Sl1BFLOOR � ' 'o� ;a_ WFORMATION AND ALL PRODUCT SPECIFICATIONS BEFORE � �
<br /> �` ,I`'i�I I i��ii�I I I � � ' ` ' PROCEEDING WITH THE PROJEC7. �
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<br /> E. FINISH GRADE
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<br /> 6 � - - - - - -_ _... ___._._ __.. PROCEEDING OR THE RESPONSIBILITY OF THE DEGSION IS ALt YOURS.
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<br /> - - - � ( F - � - - I - - - - ; I - - - - - - - - - - 5. REFER TD THE ALL GENE • � •O
<br /> � F � � RAL NOTE SHEETS AND ALL STRUCTURAL NOTES � rv
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<br /> ' FOR FOR ALL INFORMATION. THESES NOTES LISTED BELOW ARE �
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<br /> DIRECTLY RELATE TO ARCHITECTURAL ITEMS OF THIS SHEET. SEE �
<br /> SCdI�: 3/4�� FRAMING NOTES AND GENERAL NOTES FOR FRAMING INFORMATION. � �
<br /> 2' 10'-I 3/4" 9'-I 0 I/4" �' I 6' �
<br /> O 2 � 8 6. EXISTING PLATE HEIGHT SHALL BE 7'-8". +/-U.N.O., FIE�D VERIFY. w
<br /> 24 7. EXISTING DOOR HEADERS �
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<br /> Scale: I/4" = i'-0" �8' 14' 20' '�
<br /> 8. EX►STING WINDOW HEADERS �
<br /> 62� 9. ALL CONNECTORS AND FAS7ENERS FOR WOOD CONSTRUCTION SHALL �
<br /> BE SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS r�\
<br /> ADDITIONAL SPEGFICATfONS: S-1.I /S-2.I / S-3.i MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. w
<br /> J� 10. DO NOT OVER DRIVE THE NAILS OR STAPLES INTO THE FLOOR'S SUB
<br /> I Back Elevation. !ls-Built � Addition Scale: ��4�� FLOORIN�, WAI.L SNEA7HING, ROOF SHEATHING, AND ANY FRAMING
<br /> MATERIALS.
<br /> Project Site:
<br /> I 1. DO NOT OVER CUT OR OVER NOTCH ANY OF THE FRAMING MEMBER 1410 Hollow Dale PI
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<br /> - OR THE SHEATHING. Everett, WA 98204
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<br /> __ BECOME THE RESPONSIBLE PERSON FOR THE ENTIRE STRUC7URE. Building Department:
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<br /> Elevation Sehedule 7 4^ � � � i� n�� rnnne�nic ner�noroc rn nc IAICTA11C/l rni�nnr ro��e�� nmm �cur CityofEverett
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<br /> I SIDING LAP, 7"EXPOSED �
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<br /> 2 ENTRY DOOR WOOD/GLASS � �� z CLASSIFICATION E ADDITION TOTAL REMODEL N
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<br /> 3 SLIDING GLASS DOOR WOOD/GLASS � , � � � ' 12 ; RESIDENCE: �,«;
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<br /> 4 DOOR 7RIM 2x4 -� � � � �� - ���--�� �� � �� 4 MAIN F�OOR 1,680 0 1,680 0 � ���
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<br /> 5 WINDOW VINYL � ��s , � � � UPPER FLOOR 0 I 736 I,736 D ; � � �
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<br /> i ; : � TOTAL 2>335 1736 3,416 0 � ,�
<br /> 6 WINDOW TRIM 2x4 PLATE - � _ � � / ° � � � PORCH: ����,�.�� H����s��
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<br /> 7 CORNER 7RIM 5/4 x6/5/4x� MAIN FLOOR 58 I 77 235 0
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<br /> 8 EAVE TRIM 5;4x8 ; ; ; �,6„ ��� °' 11PPER FLOOR D 60 60 0 Project Compass
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<br /> 9 GLITTER METAL � � � 6 ; .g t ; ... . TOTAL
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<br /> I0 DOWN SPOUT METAL _ � _..__ __ .__� �.._._....._. ... _ _ .
<br /> 23'-5 I/�° Janua 3, 2018
<br /> �� 8'-I I/S" � �� >� � ���j� � �. � � �� � PATIO 436 -72 364 0 ry
<br /> I I ROOFING-I COMPOSOTION -��_ �- �`� UF -. ; �,�� � .�,,��, �
<br /> 12 PORCH EXPOSED AGGREGATE
<br /> 6'-I 1 3/8" �" 11F DECK 0 396 396 0 Client:
<br /> � ` � Mr Sisk
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<br /> I 3 DECKING 5/4 x6 DECKING ; 3 * AREA IS SQ. FT. January 3, �
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<br /> I 4 DECK RAII.ING INFILL SPACED 2x2
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<br /> 15 DECK RAILING CAP �x4 =- - - - - - - - - - - - - - - - -- Design ssued
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<br /> I 6 PATIO EXPOSED AGGREGATE � "8 � � ` � , �� '
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<br /> AT 6 I S/16° � �� �� �� --� � -� !0'-3 5!8" EXISt1►lg Structural Release
<br /> � `� � � ` � ►���sE�s Building Elements January 22, �o i s
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<br /> � E. FINISH GRAD �,5„ � ����4� � � -� -�` 8� �� Project Number
<br /> ��� 2091 7
<br /> 51/2 � 3-7 �-111/� 4-41/2 - - ; � - - - - - - - - - - - - - - - `I4' NEWDECK
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<br /> _____ , � �, ___.. �_. ____.. _.. ._r' ADDITIONAL SPECIFICATIONS: S-I.I /S-2.i % S-3.1 ----. .___�__ W__�_ �. . �.' � � � ___....... _ _
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<br /> 2� Right Elevarion: As-Built � Addirion Scale: i�4�� � � , �
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