3105 PINE ST 2017 HOLIDAY INN Plans 2022-11-29 (5)

, NOTES: _ STEEL STUDS) [1] � SHEAR WALL SCHEDULE FOR "SURE–BOARD' SERIES 200 SHEATHING (1] TYPICAL SHEAR WALL ELEVATION PER [07060, Q706�A, o�o$o�. HOLD DOWN SCHEDULE t ��.��°� IHI��o WALL MINIMUM STUD AND SCREW SPACING TOP AND BOTTOM SHEAR CAPACITY (PLF, ASD) [2] PROVIDE BLOCKING AT ALL PANEL EDGES. ANCHOR ��TI�ILIICC �Ai TYPE TRACK THICKNESS AT PANEL EDGE TRACK ATTACHMENT 33MIL 43MIL 54MIL STUDS REQUIRED CONCRETE EMBEDMENT [5] CAPACITY (LBS) [5] ��+�� ATTACHMENT [3] PROVIDE MINIMUM (2) STUDS AT EACH END OF SHEAR WALL CONNECTEd TOGETHER WITH (2) #10 SCREWS TYPE AT HOLD–DOWN SCREWS SB6 68MIL 6"OC �10 � 6"OC 434 526 678 � 12"OC OR 1° LONG WELDS C� 12"dC. [2] STEMWALL [6] SPREAD FOOTING DIAMETER CIP [3] ADHESIVE [4] CIP OR ADHESIVE [3, 4] 33MIL 43MIL 54MIL [4] RIM TRACK SHALL BE 54MIL MINIMUM. HTT4 (2) 600S162-54 (18) #10 8" 6" 8" 5/g" 3180 � • � _ [5] INSTALL "SURE–BQARD" PANELS VERTICALLY. � �� � [6] ATTACH "SURE–BOARD" TO STEEL STUD FRAMING WITH #8 x 1�/4" SELF–DRILLING/SELF–TAPPING 3/4" LONG p DRILL TIP BUGLE HEAD SCREWS (MINIMUM SHANK � = 0.164", MINIMUM HEAD DIAMETER = .3145"). SCREW v FASTENER HEAD MUST BE FLUSH WITH PANEL SURFACE AND PENETRATE INTO THE STEEL STUD FR,4MING NOTES: = MEMBER A MINIMUM OF (3) EXPOSED THREADS. INSTALL FASTENER WITH A MINIMUM 3/g" EDGE DISTANCE. z 7 PROVIDE FASTENERS C� 12"OC ALONG INTERMEDIATE FRAMING MEMBERS. [1] TYPICAL SHEAR WALL ELEVATION PER [07080]. [5] BASED ON MINIMUM f'c = 2500 PSI CONCRETE. L J TYPICAL HOLD–DOWN DETAILS PER 12/S3.2. � [6] STEMWALLS SHALL BE 6" WIDE MINIMUM FOR 5/g"� AND SMALLER Z [8] ATTACH TRACK TO CONCRETE WITH 1" HILTI X–U � 6"4C. [2] PROVIDE PANEL EDGE SCREWS AT HOLD–DOWN STUDS PER SHEAR ANCHOR BOLTS AND 8" WIDE MINIMUM FOR �/g"� AND LARGER WALL SCHEDULE. CONNECT STUDS TOGETHER PER STRUCTURAL ANCHOR BOLTS. N GENERAL NOTES. PROVIDE BACK TO BACK STUD FOR HOLD–DOWN TO N � CONNECT TO AT END OF STUD BUNDLE. �� "��ps p [3] CAST IN PLACE (CIP) IYPE ANCHOR BOLTS AT HOLD–DOWNS SHALL 9�a Lsnou 8�rae�x,s�s�o� w sti�,.�,w.��,��ys�� � HAVE A HEX HEAD WITH A STANDARD CUT WASHER. T: �06.��.9a� w [4] THREADED ROD WITH ADHESIVE PER STRUCTURAL GENERAL NOTES. � � � 1 w _ o SHEAR WALL SCHEDULE 2 HOLD-DOWN SCHEDULE 4 a 01434BM SCALE: NONE 01421 M SCALE: NONE � N I..L � O m C �W �U � m0 Q �� m F— °c r � 'm `o L L � y J O W Q W Ol C J �'> Z C L O U � 0 c �� C N � GRADE 60 REINFORCING €L mm � MISCELLANEOUS TOP BARS HOOKED �� z S ZE BARS (see note#5) BARS L� a NOTES: �d Splice Ld Splice Ldh W y � =o � 1. ALL TABULATED VALUES ARE IN INCHES. f'c = 300opsi L._ � #3 17 22 22 28 9 � � " Q 2. VALUES FOR UNCOATED REINFORCING RND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR ° � COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR #4 22 29 29 38 11 �o � n v COVER > db. �5 28 36 36 47 14 0 � � 3. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. #6 33 43 43 56 17 °�> fNq > v #7 48 63 63 81 20 ;m a 4. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. #8 55 72 72 93 22 ° m = 5. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON #g 62 81 81 105 25 � aW ~ DQCUMENTS AS "TOP BAR". � _ o #10 70 91 91 118 28 � �� 0 6. LAP SPLICE OF DIFFERENT SIZE BARS TO BE THE LARGER OF Ld OF THE LARGER BAR OR SPLICE LENGTH #11 78 101 101 131 31 � � _ > OF THE SMALLER BAR. � #1 4 9 3 N/A 1 2 1 N/A 3 g W "� m 2 � 7. LAP SPLICE #14 AND #18 BARS IS NOT PERMITTED. LAP SPLICE OF SMALLER BARS TO #14 AND #18 BARS #18 124 N�A 161 N/A 50 � �' � N IS NOT PERMITTED. � ;o w8. LAP SPLICE OF DIFFERENT GRADES OF REINFORCING TO BE THE LARGER OF Ld OF THE HIGHER GRADE BAR O m 3 = OR SPLICE LENGTH OF THE LOWER GRADE BAR. � �� � O `J" �4'� oF �'_�';j��`9� z w � �l� , � � ri r��` � � � TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE � �� w � S / � 01400 SCALE: NONE �, ;,_ z9�s9 ;�� o- `��,��,� ��_�:a: �� , _ ��1L\\ L ��C> � O H w WALL STUDS ABOVE Project Number:16011-0426 w ROOF FRAMING Issued For: � PER PLANS & DETAILS PER PLAN � � STRAP W SHEAR WALL � / - �-- -- - - - - - - --_-- ermi EDGE ATTACHMENT i i v i T i � . .-1 .— . : . : . : .—: .—:—: . .—: .— .— . .—: .—: . . . . .. . . . . .. . . . . .. . J W �--------��r----= p BUNDLED STUDS ii MTL STUD WALL PER PLAN MTL STUD WALL PER PLAN SUREBOARD SHTHG PER PLAN SUREBOARD SHTHG Date: PER PLAN �w PER PLAN �.� 07-24-2017 Permit � CONC SOG PER PLAN SHTHG PER PLAN ii o � � � � , � w #4 x 24" C� 18"OC �'� „ „ U � 6„ ;i iry i 1 HILTI X–U � 6 OC SOG & REINF PER PLAN w T/SLAB 8° CONC STEM WALL SHFAR WALL PANEL EDGE :i iN•i � � SHTHG PER PLAN T/SLAB cn PER PLAN SCREWS PER SHEAR WALL ;� i;i i � � PER PLAN z � - °e aa � � � SCHED AT (1) HD COMPRESION •� �� ° < ' c� o z -- a ,e STUD & WALL END STUD ; --i;1--------�------ � ` ` G � � � _ , ° < � � � � I I—I I I=) I I a , _ _ = FIELD SCREWS AT ALL . --r'��--------n------- � , — 4� x =I I I=I I I=I � _ _ #5 HORIZ � 16"OC, (2) MIN OTHER STUDS ;i i;i i i i i i � — � �`� � ' I I=� � ' v —� — � ` — — — •� �'�•� �•� �•� WALL STUDS � — — — — —' Sheet Title: Q a Z 'i i' i i i � i PER PLAN � � ' � I I 1=� � 1—' ' '– _ #5 DOWEL � 16"OC —I I I ,a � Q�Q Lo I II I II I I� a : i� � i � � � REINF PER PLAN STRUCTURAL � CTRD ALT HOOK � : " � �.� � ( I-1I1= DETAILS I—I I I ___t.. w ; . � � � i•� PER PLAN � =I I I � a a o a a o. o _ a :i i.'�i i i i HOLD–DOWN i � O � — — _ � I_ I I I i I=I I I=I I I,-I I I=I I I I ' '� �� PER P�aN � ; W REINF PER PLAN � ;� �'�� •� �•� CONC STEM WALL � � -� I I, , .I I I—� � � �i i�i i i i i PER PLAN � � Z PER PLAN T SLAB :� i' i _ i i i i i Sheet Number: � • � u _ ��_ _ . .-.:. .:. .::.-.-.: . .-.::. .::.-.-. . . .-. .:.-.::. � Q PER PLAN � � a �a < ` �° � � NOTE: I � BOT TRACK W/ , � � � � ` o ` � � � � � a HORIZONTAL COLD JOINT BETWEEN FOOTING AND SLAB NOT PERMITTED Z ATTACHMENT PER _ , a° � SHEAR WALL Sr,'HED ' U BREAKFAST ROOF FOOTING TYPIC��. SHEAR WALL ELEVATION INTERIOR THICKENED SLAB FOOTING �4T STUD WALL � � �� .. �_�-. � 3 . I � SCALE: 3/4"=1'-0" �� 070�OM SCALE� �/2"=1'-0� 11 03020M SCALE: 3/4n=1'-0„ 1� : � i _ _ _____ t- - ib0i1-0426—S3.t.dwa 25—Ju1-1' 8:42 4M ibresee i