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ENGINEERING <br /> 250 4TH AVE. S.� SUITE 200 <br /> EDMONDS. WASHINGTON 98020 <br /> PHONE (425) 778-8500 <br /> FAX (425) 778-5536 <br /> FOUNDATION PLAN NOTES: TYPICAL FLOOR FRAMING NOTES; <br /> 1. REFER TO SHEET 53.1 FOR TYPICAL FOUNDATION DETAILS. 1. REFER TO SHEET 53.1 FOR SHEAR WALL SCHEDULES. <br /> 2. REFER TO FLOOR FRAMING PLAN ON THIS SHEET AND SHEAR WALL SCHEDULE ON SHEET 53.1 FOR LOCATION OF 2. FLOOR SHEATHING SHALL BE 1 1/8" PI 40/20 WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM <br /> SHEAR WALL ANCHOR BOLTS.ANCHORAGE AT NON-SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 10" OC AT INTERMEDIATE FRAMING. FOR PLYWOOD <br /> LAYOUT AND NAILING REFER TO DETAIL�/54.2. <br /> 3. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. <br /> 3. UNLESS NOTED OTHERWISE, DOOR HEADERS AT INTERIOR BEARING WALLS SHALL BE 4x8 HF#2 WHERE <br /> 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,WALL LOCATIONS,AND CONCRETE ROUGH OPENINGS WITH MAXIMUM SPAN =4'-6",AND 6x8 HF#2 WHERE MAXIMUM SPAN=6'-0". <br /> ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. <br /> 4. REFER TO SHEET 54.1 FOR TYPICAL FLOOR FRAMING DETAILS. <br /> 5.CONTRACTOR SHALL PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION PER STRUCTURAL NOTES. <br /> 5. JOIST HANGERS SHALL BE SIMPSON HU SERIES, UNO. <br /> 6.STEEL COLUMNS ARE CALLED OUT IN PLAN AT THE BASE OF THE COLUMN. <br /> ��vY �� <br /> c,�w°�.��r�`�'cs� <br /> F� �l��� p <br /> 1 <br /> o �� � <br /> � �� �sSj�L � <br /> 10'-8" 14-6 5/8 <br /> 2 XX/XX/XX <br /> S3.1 5 2x8 JOISTS <br /> S4.2 4x8 4x8 <br /> � <br /> I I PT 4x12 HF#2 LEDGER � <br /> I 3'-6"x 3'-6"x 2'-0" � I 4x8 � <br /> �.,� � DEEP FTG W/(3)#4 � <br /> � PROVIDE SIMPSON � �r HDR <br /> � � BARS EA WAY TOP � CCQT6SDS2.5 POST CAP I 2x12 HF#2 @ 12"OC � \ <br /> � I BOT,TYP(6) PLACE �� 1'-4"x 12" DEEP FOOTING W/(30) 1/4"�SDS � \� <br /> FLOORLAB E I �p, �� SCREWS,TYP(6) PLACES � � �� <br /> I � Z +�`+� \\ I �O+�'�`� <br /> I � -� � a � I ��P4 x 24 GLB \ <br /> I �� LINE OF �� // 2x12 STRINGER <br /> ^� � � �� �� @ 12" OC <br /> � I / FLOOR ABOVE <br /> � I / �.,-_'_----.��` �I / <br /> � 4 <br /> � i �+1\ � ///�� �\\` �i �+��� �, <br /> � EX PIPE COL p�+ � � �� � O� / <br /> ■ TO REMAIN r j �� EXIST PA FOOTING. i� ��\ � � <br /> � I I CONTRA TOR TO FIELD � � � <br /> � j � � VERIFY S ZE PRIOR TO SAW �/ �� � � 2x10 HF#2 \� <br /> � I j j �� CUTTIN FOR NEW FOOTING / � � 1 " OC,TYP � <br /> � I L J \ � � � I (O \ <br /> 00 I S S D� � / P E R E L E V � I to+ ,�,'L � <br /> � �'�1, \ � MFR 54.3 � � �� � LINE OF N <br /> ■ �� a�' � �/ � I UPPER FLOOR Z <br /> � EXISTING 6 � HSS 5 1/2"x 5 1/2"x 5/16°� I / -� <br /> 5 O <br /> N � SLAB ON GRADE �� � 2SN/g j � 3 � 53.1 F' N <br /> I <br /> � I / � 2x6 STUDS � I 54.2 � H > <br /> � � � / I @ 16�� �� � � / Z � � <br /> 0o I �+'�'� j j ,> � � � LINE OF I ��.�,��, �� � � I- <br /> � 0��' / � ; � 'S � � UP R FLOOR � O� / � cr� Z <br /> I � �\ ' w � N �-�-I N � � � � ~ G <br /> I 3 � 1 a � � <br /> � ?� 2x4 HF#2 JOISTS I \ U � � <br /> � � 53.1 \\ \ @ 24" OC � j �� W w O <br /> � � � I � � a U <br /> � � +1�p� \ �\ 2SW6 � � � � <br /> � � � \ HSS 5 1/2"x 5 1/2"x 5/16" / � �+ '��' � <br /> � EX PIPE COL + � � / I O� � � � <br /> • TO REMAIN r I � �� �� � CMST14 STRAP OVER W � � <br /> � i I �� �\ ELEVATOR ROOF FRAMING �♦ � 4 @ COL j LENGTH SHOWN, PROVIDE Q O O <br /> I � � � � � � I 53.1 / � (32) 16d NAILS @ EA END, � � p <br /> � � 53 1 _ L J / \��` /���� i �/ 54.1 MIN.SEE DETAIL 6/54.1 O � <br /> ao I � z ,.��` � ��., �� I +<o ,�, yQ �� � Y <br /> � m � .�` +b�' / � --- ___ -'' I 0 �'�' �4 / '�� � .� <br /> I �` I � _______ 4x 0 4x8 Q <br /> � ----��\ L--------�Oe\ ------- --�^ � <br /> $W -�J'L SW4 J�, HDR <br /> � '-0"WIDE x 12" DEEP � �� �� � � `Z'� 2x10 `Z'o DESIGN: DTR <br /> � ONTINUOUS STRIP FTG 1-4 WIDE x 12 DEEP CONT STRIP m"/ 8'-3 7/8" 13'-11 3/8" 16"OC <br /> � FTG W/(2)CONT#4 BARS, DOWEL 1 a/ � DRAWN: JCS <br /> � /(5)CONT#4 BARS & EPDXY INTO EXISTING SLAB ON �TG�+6� �� I <br /> , � � I �I I I ( �� �- r-� GRADE PER DETAIL 3/S3.1 �� `r 5 1/8" x 12" GLB CHECK: CCC <br /> L J I J � 3 <br /> �'._._. � ,,� JOB NO: 141 25.10 <br /> i -0"x 2'-0"x 12" DEEP I ST�/px6 ��'G�-f SH�AR WALL S ATHING <br /> _ `s �f6 A►yD NAILING THIS DATE: 08�08�1 4 <br /> FOOTING W/(2)#4 BARS � SIC�E OF WALL <br /> EXIST 2x10 DF#2 <br /> CENTERED EA WAY II @ 16" OC 6 I <br /> � 54.2 ---- <br /> � EXIST BEAM EXIST BEAM <br /> O � - - <br /> __ EXIST 2x DF#2 <br /> ���' ��� C 16" O <br /> � <br /> 6 0 ��� 1 �� o <br /> � <br /> 53.1 PROPOSED �� 4x6 HF#2 54.3 �\ <br /> ELEVATOR SHAFT SW6 � <br /> / CONTRACTOR FIELD VERIFY FLOOR _ <br /> T° � �o T ° � FRAMING. CONTACT ENGINEER IF <br /> PROPOSED � � � <br /> ELEVATOR PIT I � � � FLOOR IS NOT FRAMED W/ DF#2 <br /> � � � JOISTS @ 16"OC <br /> � � I <br /> 1 � <br /> 1 � <br /> � � 1 � J <br /> \\�� 4x6 HF#2 SW6 2x6 STUDS W <br /> � @16 OC / � � <br /> �--- � �` � �---� O Q <br /> ,---- � � � ,----, � � <br /> �--- �� �i �---- <br /> r `-----'� � ❑ � � � <br /> � � � <br /> � � �'6'� Z <br /> � � � <br /> FOUNDATION PLAN UPPER FLOOR FRAMING PLAN ,Z � <br /> 1 SCALE: 1/8" = 1'-0" � SCALE: 1/8" = 1'-0" V Q � <br /> 5'-0" 0 5'-0" 10'-0" 5'-0" 0 5'-0" 10'-0" �/ <br /> � 1..` <br /> Q � N � E- <br /> � � � � Q <br /> � O � <br /> 2 � Q Z <br /> v � 3 � � <br /> WQ � � O <br /> � � w � <br /> Z � W � � <br /> � O � > Q Z � <br /> � � w � Q � <br /> � <br /> S H E ET: <br /> ■ <br />