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18'-8" 23'-4" 18'-8" 24'-0" 23'-4" 19'-6" = 14 f!F'--'410
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<br /> WALL BETWEEN GRIDSUNES FUTURE DOOR W/LINTEL 33 PSF \ - LL.
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<br /> A AND H c' -. 2❑PER DET.6/S-7 c� II�_ VE COORD.BOT.OF _2_5 VERT.REINF.FOR -8 11I. MAT(IUNE REFER TO 1/S-6 FOR CONT1NUAiloN_ U a GRIDS AND G ` NTEL Elf'J.W/AR 7. CELLS,TYF.I EA.SIDE " �M.QT ;:J ;8;oT:
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<br /> i AI EVIRES: 7 6 zoa' r ® �---� CMU CJ .. 115-4 1/8 _ - A__ I �\ � l
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<br /> o a$ W/SAWTOOTH PATTERN 2 i INERT.RONF.FOR L6 x 1/2 x 5/16 x CON -- -. .. --1-I----. C8x13.75 ROOF JOISTS
<br /> • AND REPLACE W/BOUNDARY (2)CELLS,TW EA.SIDE
<br /> LEDGER WITH LONG LEG DOWN '1;; ;x- i r
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<br /> l ELEMENT 3 PER DET. I I OF .0. ATTR TO STUD WALL KITH I •l.. 1`; -'- _ SHEATHED
<br /> I W1TN 344 P.I.40/20 PLWD.
<br /> ® I I I (1)-142.0 BOLT AT EA.STUD. i -_- I �. ATTACH PLWD.AT JOISTS
<br /> a � 10/�-7 �' __ •'-�'� ----- CUT EXIST.PURLINS
<br /> I M ATTACH CKING TO LEGDER WITH =----..----_/ 1-- -,;; A AT W18x46 BELOW TO� AND DIAPHRAGM
<br /> ! REMOVE EXI .CMIJ W/SA DEMOLISH AND 1/4 SELF DRIWNG SCREW AND I ---- � ACCOMODATE EDGES
<br /> CMU CJ `�" �l i W/HILTi DNI 37 P8
<br /> WI6x67 0 , PATTERN AN REP I CE W 48"x 12" RE-BUILD PILASI� PROVIDE EDGE NAILING FROM PLKMUI. 1 '' ! 111/
<br /> j POWDER ACTUATED
<br /> / TO DECKING PER DET.5 -11. Tr/7/r /II I --- ! ATRIUM ROOF
<br /> \ _ IN WALL PI TER. F.IN W AND PROVIDE U TEL 2 •. •---___--
<br /> g .I �► ► - j ❑ jf - lii - Q FASTENERS AT 4'0 C.
<br /> \I 114-10 �r09 i •PILASTER W/2)-�T.IN CELL PER DET.6/S-7 SW3 TSB x Wl 8x4618 pABOVE x 6 x 5/16 ABOVE+ o
<br /> ® / BELOW W/W I8x46 BELOW
<br /> FOR�6) AND/3 HORIZ. ES o c c; : ;I
<br /> 1 + 0 12 O.C. LLY GROUT AU. S. `' `.d �' I , `:;
<br /> 2- VERT.REINF.A 11111 y 6"x1 b/8"FLANGE,16 GA. 1 ; i SIM.W/PL 1/2 x 6 x 1'-2'
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<br /> SIDE OF R.O. 4 0 --' . ;- �- 1 1/2"EDGE DIST.
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<br /> x� o9 ` W1fix45 L3 x 3 x 1/4 LEDGER W/ vz J-
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<br /> AT TOP OF CMU SHEAR WALL % I ' DET.6 7 i 11 ,,,�., •ROOF PER DE�.5/S-1 t +� ; ` , s
<br /> PROVIDE L3 x 3 x 1/4 x CONT. ! ' ! a TIP.MI i 1 'a F
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<br /> LEDGER EA.SIDE.ATTACH W/ i AT EXIST.'CMU iHELL AND PROVIDE ' _ !I ! , : : : � , F' ' DESIGN:
<br /> 3/4'0 THROUGH BOLTS 0 g! ;I _ FU
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<br /> 24"O.C.ATTACH DECKING TO iii i H20)0-K +EERT.REINF.AT ALL I ''fid�"' '" I i I I I Sit
<br /> • UN'IEL REINF.INTO ADJA T I
<br /> LEDGERS W/1/211 PUDDLE CELL ANA GROUT ALL CELLS D APPLY PLWD.SHEATHING CHECK: CCC
<br /> WELDS 0 12'O.C. in
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<br /> • 24'-0" 12-O 241-0" 12-0 15'-0" 36'_5" Z
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<br /> PROVIDE(2)-15 HOOKED DOWELS
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<br /> $"'MCONSTRUCTION NOTES Z
<br /> ,, r." , PARTIAL ROOF FRAMING PLAN --
<br /> SCALE: 1/8'=1'-0' > STRAP EXIST.GLB 10 3/4 x 30 ROOF BEAMS TOGETHER AT COLUMN LOCATIONS M
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<br /> W/SIMPSON HC STR 3 STRAPS,ONE PER SIDE. Q
<br /> ROOF FRAMING NOTES; _REMEDIAL SEISMIC STRENGTHENING OF EXISTING STRUCTURE: IX 1
<br /> D FOR REINFORCEMENT OF EXIST.WALL AT EXIST.OPENINGS SEE DET. 2A/S-12. Q O V- a
<br /> I, [X'-X"] INDICATES TOP OF STEEL WOF'(POINT OF SLOPING GIRDER&COLUMN CENTERLINE. 2 �
<br /> 5. OPENINGS I N ROOF DECK SHALL BE PER DETAIL -1 COORDINATE 1.EXIST.12"CMU WALLS ARE ASSUMED TO BE UNREINFORCED AND SHALL BE STRENTHENED AS FOLLOWS: AT EACH EXIST,PURLIN REINFORCE EXIST.WALL PER DET.2B/S-12. Li
<br /> 2. X'-X" INDICATES TOP OF GIRDER ELEVATION. LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 4 Z Z_
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<br /> 3. ALL ROOF DECK SHALL BE 20 GA I I/2" DEEP X 3fi"WIDE GALVANIZED TYPE B DECK
<br /> MIN.REINF.SHALL BE#7 0 32"O.C.VERT.AND(2)-#5 0 48"O.C.HORIZ.UNLESS AT EACH PARALLAM PROVIDE BOUNDl�;Y EDGE NAILING AND SIMPSON A35 O W 2 ,
<br /> SPANNING OVER 3 SUPPORTS MINIMUM, UNLESS NOTED OTHERWISE. INSTALL DECK AS 6. ALL ROOF BEAMS WITH A " + " DESIGNATIONS SHALL BE ASTM A572 STEEL NOTED OTHERWISE ON PLANS AND SHEAR WALL SCHEDULE. FRAMING ANCHORS 0 12"O.C.EACH SIDE OF BEAM. Q
<br /> INDICATED BELOW UNLESS NOTED OTHERWISE ON PLANS: - ,101' '5 CONTRACTOR SHALL FIELD VERIFY REINF.AT EXIST.CMU WALLS AND NOTIFY STRUCTURALt O0 0
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<br /> W16 TO BEAR ON PL.5/8 x 8 x 1'-6"ON 1"OF LEVELING GROUT W/(2)-5/8"0 A.B. W
<br /> INSTALL DECK WITH (7) I/2" DIA. PUDDLE WELDS PER 3'-0" WIDE SHEET 7. REFER TO SHEETS 5-10, S-I I AND S-12 FOR ROOF FRAMING DETAI A ENGINEER OF FINDINGS FOR POSSIBLE REDESIGN IF REINF.1S FOUND IN EXIST.CMU WALLS. Q THROUGH PLATE AND BOTTOM FLANGE OF WI6 AT BEAM POCKET. 0>
<br /> AT SUPPORTS PERPENDICULAR TO RIBS. Z W Q
<br /> REFER TO DETAILS 1,2 AND 5 ON SHEET S-12 FOR UPGRADING OF EXIST.CMU WALLS. W
<br /> INSTALL DECK WITH I/2"DIA. PUDDLE WELDS AT 18" ON CENTER AT 12> 48""DEEP LINTEL W/(2)-16 BOTTOM,(2)-#5 TOP HORIZONTAL BARS AND#3 STIRRUPS n�p Cts ,--
<br /> CHORDS OR STRUTS PARALLEL TO RIBS. CHORDS OCCUR AROUND ENTIRE 2.AT EXIST.STRUCTURE CONTRACTOR SHALL REMOVE ROOFING AND RESHEATH ENTIRE ROOF KITH PLWD. ®8 O.C. 0 00 > ct ;
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<br /> PERIMETER OF ROOF AND AT ALL EDGE OF DECK COND I T I ONS. STRUTS PER DETAIL 5/S 11. AT NEW INTERIOR CMU SHEARWALLS EAST OF GRIDLINE G INSTALL SHEAR PIN O >
<br /> OCCUR ALONG RIDGE LINE, AT ALL INTERIOR CMU WALLS AND WHERE D C8 x 13.75 x CONT.LEDGER AT ELEV.1123.-01 OC tD WCL
<br /> INDICATED ON PLANS & DETAILS. PER DETAIL 6/S-11.AT EXIST.CMU WALLS ALONG PERIMETER OF STRUCTURE REFER TO DETAILS 1
<br /> AND 5 ON SHEET S-12 FOR INSTALLATION OF SHEAR PIN.NEW ROOFING SHALL BE INSTALLED AFTER SHEET:
<br /> BUTTON PUNCH SIDE LAPS AT 12"O.C. MIN., UNLESS NOTED OTHERWISE. INSTALLATION OF PLWD.AND SHEAR PINS.
<br /> L5 x 4 x 5/16"x CONT.LEDGER AT ELEV.[123'-0"
<br /> 3.REFER TO FOUNDATION PLAN ON SHEET S-2 AND ROOF FRAMING PLAN ON SHEET S-5 FOR
<br /> S... 5
<br /> �-'— O ADDITIONAL REQUIREMENTS.
<br /> 4. THE DESIGNATION INDICATES TYPE OF CONNECTION PER DETAIL 9 REFER TO DETAIL 2/5-10 FOR TS,COLUMNS EMBEDDED IN CMU WALL
<br /> WHERE NOT INDICATED PROVIDE STANDARD CONNECTION FOR BEAM SIZE ® g 0 331
<br /> SHOWN PER Ark
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<br /> OF: 1 3 SHEETS
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<br /> 6816 Evergreen Way
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