3214 BROADWAY 2017 BROADWAY KINECT APARTMENTS Plans 2022-11-23 (3)

�91J� = KEYNOTE SCHEDULE ��A PD o MARK NOTE Q z J 3/4"GYPCRETE POURED OVER 3/4"A.P.A. RATED T&G FLOOR SHTG. American Property Deveiopment, Inc. �iz Q 10 w/10d NAILS 6"O.C.@ PANEL EDGES, 12"O.C. FIELD. STAGGER PANEL 110 110th Avenue NE suite 550 Q a � JOINTS& PROVIDE CONSTRUCTION ADHESIVE AT ALL SUPPORTS Bellevue,WA98004 CRIPPLE STUDS TO MATCH w� � WALL FRAMGING c�n Z w O 15/32"A.P.A. RATED ROOF SHTG.w/10d NAILS 6"O.C. @ PANEL EDGES, WHERE SHEAR WALL W W = 12"O.C. FIELD.STAGGER PANEL JOINTS. OCCURS ADJACENT WINDOW, w� Z � , � N TRIMMER AND KINGS STUD =a O ARE REPLACED WITH THE � ¢ Z O RAM NGCAL CURB AND UNITS. RE:TYPICAL CURB DETAIL FOR ~ 'y,�-' ~ �� ASSEMBLY SHOWN BEAM LOCATION TO BE COORDINATED WITH ELEVATOR MFR.& 201 N. Maple Grove Ste. 100 ' ' '� ' I 40 ARCHITECT PRIOR TO CONSTRUCTION. RE: 10/S6.11 FOR WALL BOISE (DAHO 83704 � � �� CONNECTION REQUIREMENTS. Phone(208)342-7168 ' WALL(DBL)TOP PLATES LE JOB#154191.00 � ALL STRUCTURAL DETAI�USED ON THIS i i i 05 HATCH DENOTES MULTIPLE JOISTS. RE:JOIST SCHEDULE ON S4.11 PLANARECOPYRIGHT(C) OFLOCHSA HUC HANGER '� ' HEADER PER PLAN AND ENGINEERINGOPIDAHO.�HERE•USEOF ANY DE7AILS AND CONCEPTS IS NOT INTERIOR SIDE POST, i i � SCHEDULE ACCEPTABLEWITHOUTWRITTENCONSENT OPENING �� OFLOCHSAENGINEERINGOFIDAHO. PER PLAN AND SHEET � S4.12 WIDTH � i TRIMMER STUD((1)-MIN.) 6 PROVIDE TRIPLE JOIST FOR POST ABOVE END OF WALL POST, '� � TIGHT TO BOTTOM OF PER PLAN AND SHEET �� i HEADER AS REQ'D BY S4.12 ---- - ___ �i i SCHEDULE O HEADER OUT FOR ROOF HATCH OPENING BY OTHERS-VERIFY EXACT M� H E SIMPSON ATS P-----Tr- -�T- i i SIZE AND LOCATION WITH ARCH AND MFR. SEE DETAIL 4/S5.33 P N HOLDOWN SYSTEM i i i i i i i� ' i � KING STUD((1)-MIN.)FULL P �� oF ASN�'yG i� i' i� i� i , HEIGHT-PLIES AS REQ'D � '�P � � SEE SHEET S4.12 FOR i i i i i �i � i � O MECHANICAL CHASE, FLOOR OPENING, RE:ARCH. FOR EXACT � ? MORE INFORMATION �� i� i� i� i i , BY SCHEDULE 8 i i i OPENING DIMENSIONS. �' WALL FRAMING PER i i i i i� i i i i i WALL FRAMING PER PLAN PLAN i� i� i� i� i i i , , i , WINDOW SILL PER - CRIPPLE STUDS TO i� i� i� i� i i i SCHEDULE AS OCCURS 90 ELEVATOR OPENING,VERIFY EXACT DIMENSIONS WITH ARCH. `�T MATCH WALL FRAMING �'G 3548 � � � o,r RAL EN �F' 10 STAIR FRAMING, RE: SHEET S2.11 -S2.12 FSS��N A L ENG\ HEADER SCHEDULE 03-29-1 EXP.01/07/202 TRIMMERS(DFL#2) 11 PROVIDE DBL LEDGER/RIM FOR STRAP CONNECTION COPYRIGHT CO2011, ALL RIGHTS RESERVED MEMBER(DFL#2) SUPPORTING SUPPORTING SUPPORTING SUPPORTING LABEL ROOF+4 ROOF+3 ROOF+2 ROOF+ 1 SUPPORTING LEVELS OF LEVELS OF LEVELS OF LEVEL OF ROOF ONLY WHERE COMPRESSION POST FOR BEAM FILLS ALL AVAILABLE ROOM SUBMITTAL/REVISIONS @ ROOF @ 4TH-7TH FLR. FLOOR FLOOR FLOOR FLOOR 12 BTWN HEADERS, ELIMINATE TRIMMER AND PROVIDE EQUIVALENT SIZE # DATE DESCRIPTION (3)-2x4 (3)-2x4 (2)-2x4 (2)-2x4 (1)-2x4 HUC HANGER TO COMPRESSION POST 1 3/28/2018 ADDENDA#1 H1 4x6 4x6 (2)-2x6 (1)-2x6 (1)-2x6 (1)-2x6 (1)-2x6 13 PROVIDE SIMPSON CMST12 DRAG STRAP FROM TOP PLATE TO BLKG. (2)-2x8 (1)-2x8 (1)-2x8 (1)-2x8 (1)-2x8 PER DRAG STRAP SCHEDULE (4)-2x4 (3)-2x4 (2)-2x4 (1)-2x4 (1)-2x4 H2 4x8 4x8 (2)-2x6 (2)-2x6 (1)-2x6 (1)-2x6 (1)-2x6 14 PROVIDE SIMPSON CMSTCI6 DRAG STRAP FROM LEDGER/RIM TO (2)-2x8 (2)-2x8 (1)-2x$ (1)-2x8 (1)-2x8 BLKG. PER DRAG STRAP SCHEDULE KINGSTUDS REQ'D EA.SIDE OF HEADER @ ALL LEVELS(DFL#2) PROVIDE SIMPSON CS14 DRAG STRAP FROM TOP PLATE TO BLKG.PER oPewNG 15 DRAG STRAP SCHEDULE WALL SIZE wi�rH 0'-0"-5'-0" 5'-0"-8'-0" 8'-0"-12'-0" 12'-0"- 16'-0" 2x4 (1)-2x (2)-2x (2)-2x (3)-2x PROVIDE SIMPSON CMST12 DRAG STRAP FROM TOP PLATE TO DRAG 16 MEMBER PER DRAG STRAP SCHEDULE. PROVIDE AND FASTEN STRAP 2x6 (1)-2x (2)-2x (2)-2x (2)-2x TO BLKG. BETWEEN TOP PLATE AND DRAG MEMBER 2x8 (1)-2x (2)-2x (2)-2x (2)-2x PROVIDE SIMPSON CMSTCI2 DRAG STRAP FROM TOP PLATE TO TOP 17 PLATE PER DRAG STRAP SCHEDULE. PROVIDE AND FASTEN STRAP TO BLKG. IN BETWEEN TOP PLATES NOTES: PROVIDE SIMPSON CMST12 DRAG STRAP FROM TOP PLATE TO DRAG 18 MEMBER PER DRAG STRAP SCHEDULE 1. PROVIDE 2x6 COMPRESSION BLOCK IN ADDITION TO RIMlBLOCKING IN FLOOR CAVITY FOR GRAVITY LOAD TRASNFER OF ALL HEADERS SUPPORTING ROOF+X LEVEL OF FLOOR. PROVIDE SIMPSON CMSTCI6 DRAG STRAP FROM TOP PLATE TO BLKG. 2. ALL NON-BEARING HEADERS SHALL BE CONSTRUCTED PER 5� 19 PER DRAG STRAP SCHEDULE 3. FOR TYPICAL BEARING WALL AND HEADER CONSTRUCTION REFER TO 5.3 ' 5.3 PROVIDE SIMPSON CMSTCI6 DRAG STRAP FROM TOP PLATE TO TOP 20 PLATE PER DRAG STRAP SCHEDULE. PROVIDE AND FASTEN STRAP TO BLKG. IN BETWEEN TOP PLATES BEAM/POST SCHEDULE 2� PROVIDE SIMPSON CS14 DRAG STRAP FROM LEDGER/RIM TO DRAG MEMBER PER DRAG STRAP SCHEDULE POSTS(DFL#2, U.N.O.) SUPPORTING SUPPORTING SUPPORTING SUPPORTING PROVIDE SIMPSON CMSTCI6 DRAG STRAP FROM TOP PLATE TO DRAG �J LABEL LEVEL MEMBER ROOF+4 ROOF+3 ROOF+2 ROOF+ 1 SUPPORTING 22 MEMBER PER DRAG STRAP SCHEDULE. PROVIDE AND FASTEN STRAP .w LEVELS OF LEVELS OF LEVELS OF LEVEL OF ROOF ONLY TO BLKG. IN BETWEEN TOP PLATE AND DRAG MEMBER �/� FLOOR FLOOR FLOOR FLOOR @ ROOF 23 PROVIDE SIMPSON CS14 DRAG STRAP FROM LEDGER/RIM TO BLKG. � PER DRAG STRAP SCHEDULE B1 (2)-1 3/4"x9 1/4"LVL (3)-2x6 (2)-2x6 (2)-2x6 (2)-2x6 (2)-2x6 � �f1 � @ 4TH-7TH FLR. V� PROVIDE SIMPSON CS14 DRAG STRAP FROM DRAG MEMBER TO BLKG. N �� O @ ROOF (3)-1 3/4"x9 1/4"LVL 24 PER DRAG STRAP SCHEDULE B2 (3)-2x6 (3)-2x6 (2)-2x6 (2)-2x6 (2)-2x6 � � � @ 4TH-7TH FLR. (4)-1 3/4"x9 1/4"LVL , � � 25 PROVIDE SIMPSON CS14 DRAG STRAP FROM TOP PLATE TO DRAG @ ROOF (4)-1 3/4"x9 1/4"LVL ! MEMBER PER DRAG STRAP SCHEDULE � � (� ❑B3 5-2x6 4-2x6 3 -2x6 2-2x � ( ) ( ) ( ) ( ) 6 (2)-2x6 PROVIDE SIMPSON CS16 DRAG STRAP FROM TOP PLATE TO TOP PLATE � �� @ 4TH-7TH FLR. (5)-1 3/4"x9 1/4"LVL � 26 PER DRAG STRAP SCHEDULE. PROVIDE AND FASTEN STRAP TO BLKG. �•( � �-+ @ ROOF (5)-2x4 (4)-2x4 (3)-2x4 (2)-2x4 (2)-2x4 BETWEEN TOP PLATES �v (� � 64 {2)-1 3/4"xi i 7/8"LVL OR OR OR OR OR PROVIDE SIMPSON CMSTCI6 DRAG STRAP FROM DRAG MEMBER TO � @ 4TH-7TH FLR. (3)-2x6 (2)-2x6 (2)-2x6 (2)-2x6 (2)-2x6 27 BLKG. PER DRAG STRAP SCHEDULE � � � Q W a�ROOF (3)-1 3/4"x11 7/8"LVL (5)-2x6 (4)-2x6 (3)-2x6 II (2)-2x6 (2)-2x6 � B5 OR OR OR OR OR 28 PROVIDE SIMPSON CMSTCI6 DRAG STRAP FROM TOP PLATE TO DRAG O @ 4TH-7TH FLR. (4)-1 3/4"x11 7/8"LVL 4x6 PSL 4x6 PSL 4x6 PSL 4x6 PSL 4x6 PSL MEMBER PER DRAG STRAP SCHEDULE L @ ROOF PROVIDE SIMPSON CS16 DRAG STRAP FROM TOP PLATE TO BLKG. PER � B6 W8x28 6x8 6x8 6x8 6x8 6x8 29 DRAG STRAP SCHEDULE @ 4TH-7TH FLR. � H PROVIDE SIMPSON CS16 DRAG STRAP FROM TOP PLATE TO DRAG � NOTES: 30 MEMBER PER DRAG STRAP SCHEDULE V w a 1. PROVIDE 2x6 COMPRESSION BLOCK IN ADDITION TO RIM/BLOCKING IN FLOOR CAVITY FOR GRAVITY LOAD TRANSFER p � � d N � � � JOIST SCHEDULE WALL FRAMINC SCHEDULE � N ? MAXIMUM STUD WALL SCHEDULE � LABEL CLEAR SPAN SIZE SPACING SERIES/GRADE SUPPORTING SUPPORTING SUPPORTING SUPPORTING LABEL WALL SIZE ROOF+4 ROOF+3 ROOF+2 ROOF+ 1 SUPPORTING �^ � 15'-6" 11 7/8" I-JOIST LEVELS OF LEVELS OF LEVELS OF LEVEL OF ROOF ONLY �!� o FLOOR FLOOR FLOOR FLOOR � o J1 18'-6" (2)-11 7/8"I-JOIST 19.2"O.C. TJI 110 OR EQ. 2x4 N/A N/A N/A N/A N/A � ---�— W i � 10'-0" (3)-11 7/8"I-JOIST 2x6 1@ 16"O.C. 1@ 16"O.C. 1@ 16"O.C. 1@ 16"O.C. 1@ 16"O.C. H J � 12'-0" 9 1/2"I-JOIST W2 2x4 4@ 16"O.C. 3@ 16"O.C. 3@ 16"O.C. 2@ 16"O.C. 1@ 16"O.C. W � � J2 15'-3" (2)-9 1/2"I-JOIST 19.2"O.C. TJI 110 OR EQ. 2x6 2@ 16"O.C. 2@ 16"O.C. 1@ 16"O.C. 1@ 16"O.C. 1@ 16"O.C. � � 0 18'-0" (3)-9 1/2"I-JOIST W3 2x8 1@ 16"O.C. 1@ 16"O.C. 1@ 16"O.C. 1@ 16"O.C. 1@ 16"O.C. U � m 15'-6" 11 7/8"I-JOIST O Q � J3 18'-6" (2)-11 7!8"I-JOIST 24"O.C. TJI 110 OR EQ. ' ` `m W4 2x4 1@ 24"O.C. 1@ 24"O.C. 1@ 24"O.C. 1@ 24"O.C. 1@ 24"O.C. Z w 20'-0" (3)-11 7/8"I-JOIST 2x6 1@ 24"O.C. 1@ 24"O.C. 1@ 24"O.C. 1@ 24"O.C. 1@ 24"O.C. � v v J4 8'-0" (2)-2x4 12"O.C. LSL 1.3E (~� � NOTES: �. 10'-4" (2)-2x4 8"O.C. � I,..� � 1. ALL NON-BEARING WALLS SHALL BE ANCHORED AS FOLLOWS: � W � � @ CONCRETE:(2)-POWDERACTUATED FASTENERS @ 24"O.C. MAX F- O JOIST @ WOOD FLOOR: SEE'WOOD'SECTION IN THE GSNs. (� � Z Q2. ALL SHEARWALLS SHALL HAVE STUDS SPACED AT NO GREATER THAN 16"O.C. O � CLEAR SPAN U � � w � � � o � � � o � � w � _ a� � � � � � m i DRAWN BY � RA � U SHEET NUMBER � � a� � 4 . 11 � m