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11 <br /> EXISTING BATT INSULATION. EXISTING 2X6 SUB-PURLINS AT <br /> 24" O.G. <br /> EXISTING ROOF DEGK. <br /> 24" Q/ 24" O <br /> EXTEND 5TUD5 TO DEGK ABOVE. 01 OTHER FIXED <br /> REFER TO DETAILS: <br /> PROVIDE 20 GAUGE STEEL STUD DOOR PANEL <br /> Z 5 + DIAGONAL BRACING TO STRUCTURE i <br /> ABOVE, ALTERNATE AT 45" O.G. (45° <br /> D-1.0 +6" MINIMUM ' MINIMUM, 60° MAXIMUM). / <br /> IL + + ABOVE HI6HE5T 6 OA <br /> G�LNG�NT ` D-1.0 5IDELIT �IDELIT <br /> SELF-TAPPING SHEET METAL 5GREA5 — _ 60' O <br /> p — — - — — SELF-TAPPING SHEET METAL 5GREW5 <br /> AT EACH END OF BRAGS. <br /> LU AT EACH END OF BRACE. 1465 North Van Ness Avenue <br /> O � O OTHER <br /> FIXED 36" <br /> PANEL Fresno, Califorina 93728 <br /> 559.442.4642 <br /> p SCRIM SHEET. IN OPEN 5 5 9.4 8 5.9 o$1 <br /> 0 GEILING AREAS ONLY. O ?R / / �A•. / WWW,itarchinc.com <br /> 256A METAL STUD BRACE <br /> 51DELIT <br /> 5 ANCHOR A/ (3) #10 SMS GEILING SYSTEM PER E <br /> p GEILING JOIST PER DETAIL: REFLECTED <br /> LU <br /> D-1.1 GEILING PLAN. — <br /> LU EXISTIN&PURLIN @ SL�LAM � <br /> REFER TO FLOOR PLAN AND AALL <br /> REFER O LOOK PLAN AND AALL REQUIREMENTS: <br /> 5ECTION5 FOR REQUIREMENT5. SECTIONS FOR REQUIREMENTS. <br /> Ul AO gO Op TO BE SAFETY GLAZED IF THEY MEET THE TWO FOLLOW CONDITIONS <br /> Z FOR 5IDELITE5: <br /> Z Q 0201_Mtl_PartHead 01 <br /> 020I_Mt I_PartHead_01 <br /> N 1. NEAREST EDGE OF GLAZING 15 WITHIN A 24" ARG OF EITHER <br /> O Q VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION. <br /> � IL Partition Head - Full Ht 3"-1' g Brige at Bracing 3 - 1' 6 Partition Head 3 1' 3 <br /> Z - - - 2. BOTTOM EXP05ED EDGE OF THE GLAZING I5 LE55 THAN 60" <br /> LU 0 ABOVE THE WALKING SURFACE. Architect <br /> Wv ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br /> 0z <br /> Z � © REPRESENTS A DOOR REQUIRING SAFETY GLAZING. <br /> v \ \ EXTEND VERTICAL FRAMING O O REQUIRED SAFETY GLAZING WHEN ALL FOUR OF THE FOLLOWING <br /> EXISTING DEMISING WALL. TO UNDER51DE OF ROOF OR STUD FRAMING PER WALL LEGEND. CONDITIONS ARE MET: <br /> Z \\ \ DEGK FRAMING. <br /> \ g <br /> �.. . <br /> \ \\ 1. EXPOSED AREA OF AN INDIVIDUAL PANE IS GRATER THAN 9 SQ. FT. <br /> Lu \ \\ D-1.0 GYPSUM BOARD PER WALL LEGEND. <br /> p~ \ \\ FASTEN SILL PLATE TO CONCRETE SLAB 2. EXPOSED BOTTOM EDGE 15 LESS THAN 15" ABOVE FLOOR. N <br /> w 3-5/5" x 20 GAUGE BRAGE \ OO \\ WITH POWDER DRIVEN FASTENERS AT 32" <br /> WITH (3) #8 SHEET METAL 5/5" GYPSUM BOARD O.G. MAX. PENETRATION OF PINS IN SLAB 3. EXPOSED TOP EDGE 15 GREATER THAN 36" ABOVE THE FLOOR. <br /> Q z N 5GREW5 TO ANCHOR STUD. \ OVER 3-5/8" x 20 GAUGE SHALL NOT EXCEED 1/3 OF SLAB <br /> 0 0 ALTERNATE AT XI O.G. (45° OO METAL HANGER 5TUD5 AT THICKNESS 4. ONE OR MORE AALKING SURFACES IS WITHIN 36" HORIZINTALLY OF THE \� <br /> z0 Q MINIMUM, 60° MAXIMUM) \ X 16" O.G. GLAZING. > <br /> LL v _ - \\ WOOD SILL: HILTI X-C P55 0 <br /> LU SCHEDULE IST A/ (3E#5 SMS AT \\\ <br /> � REFER GEILNGTPLAN FOR (ICG ESR-1752) <br /> METAL TRACK: X-G20 THP ADDITIONAL NOTES: <br /> j HANGER STUD LAP. \\ ADDITIONAL (ICG E5R-1752) <br /> z O FRP WITH _-MOLD PER PLAN. \ INFORMATION. N 1. ALL GLASS /GLAZING SHALL COMPLY WITH ALL REQUIREMENTS <br /> v Z ROLLER APLIGATION OF RED CARD 8" IDENTIFIED AITHIN CHAPTER 24 OF THE 2019 EDITION OF THE — <br /> w — — — UP HALL AND 5" OUT ON FLOOR, TYPICAL CALIFORNIA BUILDING GORE. 4-J <br /> p J 2"x2"x16GA STAINLE55 STEEL — — — — — — — — — — — GEILING SYSTEM REFER TO z AT ALL HALL BASE AND FLOOR DETAILS. <br /> [0 ANGLE. REFLECTED GEILING PLAN. 2. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, <br /> p N CAULK JOINT. + m METAL SILL TRACK OR WOOD SILL PER SAUNAS, STEAM ROOMS, BATHTUBS, AND 5HOAER5. GLAZING IN ANY 1170 <br /> w CONT BENT PLATE 166A A/ HALL LEGEND. PORTION OF A BUILDING HALL ENGLOSING THESE COMPARTMENTS (o <br /> LU + + (2) #5 SMS EACH STUD. m WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" � J O <br /> LU OL — — — — — — — — — — — — — — (1) #8 SHEET METAL SGREA, EACH SIDE ABOVE A STANDING SURFACE OR DRAIN INLET. <br /> Jl AALK-IN COOLER (BY OTHERS) REFER TO REFLECTED L AND AT EACH END OF STUD, TYPICAL. <br /> iL A 3. SAFETY GLAZING SHALL BE PROVIDED IN FIXED AND SLIDING PANELS � � N <br /> GEILING PLAN FOR <br /> 2 O OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS Ln <br /> � w ADDITIONAL <br /> W INFORMATION. CONCRETE SLAB. OTHER THAN WARDROBE DOORS. � — <br /> �� O <br /> SUSPENDED GYPSUM BOARD SOFFIT. 6YP5UM BOARD GORNER BEAD. O ro <br /> Z N 0201_Mtl_Nonbearing^allSill 01 ( , S •� <br /> U <br /> L <br /> LU Walk-In Corner = Soffit Framing = Non-Bearing Wall Sill = Glazing Detail V7 v 0 ° <br /> 0 O 3.. 1. O.. 10 g 3.• 1. O.. g 3" 1'-O" � g N.T.S. 1 0 � <br /> v L 4-J <br /> z Q m ri <br /> Q O 1" x 1-1/2" END ++ 0 V <br /> d BOTH SIDES S <br /> Z w STIFFENER TO 1/16 3/4 V U ._z- <br /> (3 <br /> 0 IY MATCH STUD BOTH SIDES <br /> EXISTING BATT INSULATION. EXISTING 2X6 SUB-PURLINS AT (2) 5/8" #5 - 18 .� _ <br /> LU GAUGE. 1/16 3/4 O O <br /> 0 24" O.G. LOW PROFILE O <br /> Z_ EXTEND VERTICAL FRAMING i (1n <br /> EXISTING ROOF DEGK. (2) #5 SELF DRILLING ROOD HEAD 5GREW5. <br /> (X TO UNDERSIDE OF ROOF OR Q Ln U) J <br /> PECK FRAMING. EXISTING BATT INSULATION. EXISTING 2X6 SUB-PURLINS AT 5GREW5 EA. SUB-PURLIN. k <br /> g 24" O.G. EXISTING ROOF 5/8" #5 18 TPI LOW <br /> LU 0 FRAMING. SCRIM SHEET IN OPEN GEILING PROFILE HEAD <br /> O z D-1.0 EXISTING ROOF DECK. <br /> AREAS. SGREA EACH SIDE. <br /> w Q _ Screw Attachment B <br /> Aeld Attachment <br /> } d 5/8" GYPSUM BOARD A (PANELIZATION)HELD <br /> Q / AT WEB CUTOUTS SR NLG2UIRED ALTERNATE TO O <br /> OVER 3-5/8" x 20 GAUGE A <br /> p 4 METAL STUDS AT 16" O.G. <br /> Z + BRIDGING REQUIRED IF HALL 15 <br /> 3/4" 16 GAUGE. <br /> � u- <br /> p O � GREATER THAN 8'-0" IN HEIGHT AND NOT <br /> LU z SUPPORTED BY GYPSUM BOARD ON <br /> FRY REGLET FDM-625-75 1/2" <br /> / BOTH SIDES. (R0A5 AT 4'-0" MAXIMUM). <br /> ALUMINUM TRIM. + 3/4" 3/4" <br /> w � <br /> Q + 3/4" USG 1-1/2" x 2" x 16 <br /> GAUGE CLIP ANGLE 1/4" <br /> LE55 THAN STUD AIDTH <br /> v �_ WALK-IN COOLER (BY OTHERS) — — -- -- _ BRACING SCREW <br /> _ _ _ _ _ STUD LATERAL (4) 5/8" #5 18 TPI 1/16 3/8 TYPICAL. <br /> 5GREW5 REQUIRED. <br /> LU ATTACHMENT. <br /> W v HEAD TR GK A/ (2) # <br /> �Z METAL STUD. <br /> 5M5 EACH STUD. 1-1/2" GRG, <br /> Q (4) #8 SELF DRILLING WOOD G Bridging Detail <br /> WALL FRAMING PER 16 GAUGE. <br /> v 5GREW5 EA. SUB-PURLIN. 3-5/8" THRU 8" MEMBERS > <br /> SCRIM SHEET IN OPEN Brid in Detail <br /> HALL LEGEND ON <br /> � m CEILING AREAS. BOTH 51DE5 AT D G 0 <br /> WELD ALTERNATE TO O <br /> 1/16 1 1/4 POINTS. I"� <br /> FLOOR PLAN. `.J <br /> 3-5/8" x .20 GAUGE HUNGERSTUDS <br /> EXISTING GLU-LAM (� <br /> z AT 24" O.G. (6" FRAMING ^HEN P R IN @ -O" METAL STUD. METAL TRAGK. �[ <br /> Wall �a Walk-In 3"=1'-0" 11 NOTED). U.O.N. 1 U <br /> 0 Z � I L1J Ln <br /> � <br /> 60 GYP5UM BOARD METAL TRACK. METAL STUD. <br /> LU~ PER HALL LEGEND. <br /> �/ rU <br /> EACH <br /> IL w VERTICAL FRAMING STUD. 1/16 3/4 F <br /> Corner Detail <br /> V w 24 GA. 6.5.M. GAP. O L <br /> 13 3/4" PLYWOOD SHEATHING. LEGEND. AIDTH OF FRAMING V O O <br /> zp <br /> ui N 2x4 LEDGER. multiple Studs 3/4" 10 J <br /> 3/4" FROM EDGE OF V1 <br /> 2x6 @ 16" O.G. DBL. @ E � (6" MIN.) MINUS 1/4 . Q �� <br /> (X 0 CONDENSER LOCATIONS. ^IDTH OF FRAMING m <br /> Z (MINUS 1/4") 1 PLATE. (2 3/4" MIN. 0 ro <br /> FROM EDGE OF L V <br /> _ m U1 <br /> w � G.S.M. CLEAT. 3/4" 3/4 CENTER ANGLE ° � I N SLAB) <br /> Q _ WALL HEAD CONNECTION WITH WALL HEAD CONNECTION WITH ON PLATE. I i <br /> w FRAMING RUNNING PARALLEL CENTER Q <br /> N FRAMING RUNNING PARALLEL ANGLE �m U CO 4—J <br /> lL 0 ON �0 a--i OD <br /> PLATE. m EDGE OF SLAB. D <br /> � N <br /> ri <br /> LL <br /> 4x10 CURB. O Q <br /> IL LU BASE PLATE @EXTERIOR <br /> LU p NEW 2X6 BLOCKING AT 24" �A <br /> 0 O.G. AITH (3) 16d EACH END. BASE PLATE @ INTERIOR <br /> NEW GAP SHEET UP AND OVER NON-SLAB EDGE CONDITIONS (2) #12 SMS ES SLAB EDGE GONDITION5 <br /> L _ _ CURB. EXISTING ROOF PECK. NE^2X6 BLOCKING AT 24" EXISTING ROOF DEGK. (4 TOTAL). <br /> O.G. AITH (3) 16d EACH END. EXISTING BATT INSULATION. 2 1/2" x 2 1/2" x 1/4" 18 GAUGE RUNNERS, <br /> ~ p ANGLE IRON STANCHION FAGS TO FAGS. P U b I I s h I n g S t d t U s <br /> 0 ") EXISTING BATT INSULATION. PURLINS AT 24' O.G. <br /> Z <br /> z NEW 4X6 SUB PURLIN w/LUS4X6 SCRIM SHEET IN OPEN GEILING BRAGE. <br /> < w EACH END. AREAS. " I 'J I (2) 15 GAUGE STUDS, Schematic <br /> m #12 TEK SCREW AT 6" O.G. ° NOTCH AT JAMB <br /> H = 7777777,7 7z7 <br /> LU 0 <br /> L- FFROM STUD TO BRAGE, OVER (2) STUDS. <br /> LU <br /> TYPICAL. <br /> 0 v (E) ROOF PECK. 15 GAUGE METAL STUD 6 #8 SHEET METAL <br /> � � � ° ° scREWs, EACH Design Developm t <br /> LU SIDE OF JAMB <br /> ILS FRAMING. FRAMING MUST BE <br /> Q d (E) ROOF FRAMING. 6" ^IDE (MINIMUM)AT <br /> STUDS. <br /> 0~ LOCATIONS ADJACENT TO A 3-5/8" Site Plan Review <br /> 7 0 + SLAB EDGE. #8 SHEET METAL 5GREW5 <br /> MIN. <br /> AT 15" O.G. MAXIMUM AT 6" <br /> Q O Curb 1 1/2"= 1'-O" 12 + 1/4" THICK x 6-1/2" x FROM ENDS. B I CI din <br /> ^IDTH OF FRAMING MINUSg <br /> CONCRETE SLAB EN TO SECTION ELEVATION AT JAMB 5TUD5 <br /> � � - - - - - - - — - - - - -777 / Plan Check 2/20/2020 <br /> p 3/8" x 3" 51MP50N TITEN / / H Header Detail <br /> HD OR EQUAL. <br /> LU <br /> Z ~ \ \ FOR HEAD STANCHION BRACE.. / \ METAL STUD. APPLICABLE TO ALL SPANS <br /> LU \ TAI - ( GREATER THAN 6'-O°. Revisions <br /> LU � \ \ CONDITION S>=)= PLATE. <br /> LU w \ DE L8 / AD 1.0 <br /> W 3-5/8" x 20 GAUGE BRAGE \ (4) #8 SELF DRILLING ^OOD — 1/4" <br /> R� AITH (2) #8 SHEET METAL \ SGRE^5 EA. BLOCK. Stanch ion Brace <br /> (X O SGREA5 TO ANCHOR STUD. EXISTING GLU-LAM G <br /> 0 \\ \ PURLIN BEYOND. (AT EXISTING SLAB) 32" O.G. AT EXTERIOR <br /> ALTERNATE AT 45" O.G. LOCATIONS AND 48" O.G. <br /> Q (45° MINIMUM, 60° MAXIMUM) \+ +\ AT INTERIOR LOCATIONS. <br /> W \\ 3-5/8" x .20 GAUGE HUNGERSTUDS EXISTING 2X6 SUB- H H H <br /> 0 > +6" ABOVE \\ / AT 24" O.G. (6" FRAMING AHEN PURLINS AT 24" O.G. �•/ 1 �-/ j <br /> p w HIGHEST ADJACENT NOTED). U.O.N. GYPSUM BOARD <br /> Z 0 GEILING SYSTEM PER PER HALL LEGEND. <br /> Z GEILING PLANE. FINISH SCHEDULE. <br /> MAXIMUM 1:)ISTANCE <br /> PER WALL LEGEND. /x / \ <br /> Q VERTICAL FRAMING G \ / BRAGE N STANCHION <br /> TS <br /> Z O D \\// � \// BETAEEN STANCHION <br /> AT UN-5UPPORTED <br /> 'n V /� /� WNDO^BULKHEADS. <br /> 5/5" GYPSUM BOARD TO F / <br /> LOAEST ADJACENT BE FINISHED PER FINISH <br /> 6" MAX. STANCHION <br /> � Z <br /> CEILING PLANE. REFER SCHEDULE. i 14A LL <br /> LU d -� -� BRAGE SET AGAINST <br /> TO GEILING PLAN. q <br /> 0y INSIDE FACE OF ■ ■ ■ ■ ■ ■ ■ <br /> INDICATES 6" x 20 GAUGE <br /> d 0 A B E E G SECOND STUD 50 <br /> V w REFER TO REFLECTED METAL STUD FRAMING AT WALL HEAD CONNECTION WITH AS NOT TO Scale <br /> Y Z GEILING PLAN FOR 16" O.G., MINIMUM. WALL HEAD CONNECTION WITH <br /> FRAMING RUNNING PERPENDICULAR REFER TO PLANS FOR REFER TO PLANS FOR INTERFERE^ITH THE <br /> HEIGHT. FRAMING RUNNING ACTUAL CONFIGURATIONS. ACTUAL GONFIGURATION5. DOOR FRAME. As indicated <br /> pPERPENDICULAR Elevation 'A' Elevation 'B' <br /> LU CORNER BEAD. Project M a n a e r <br /> 06 0301_Mtl GeilTran 02 g <br /> 0 0201_Mtl_NonBrFram 01 <br /> TODD CLARK <br /> 6 � <br /> 00 <br /> Ceiling Transition 1 Soffit Su ort 8 Full Height Wall Head Non-Bearing Metal Studs 2 <br /> X g 1 1/2"= 1'-0" I1 3"=1'-0" g 3" = 1'-0" g N.T.S. Project N u m b e r <br /> I`' <br /> 7 <br /> 15-0.26-Lodi <br /> Sheet <br /> Details AD - i . o <br /> F:\01-Project5\2015\18-026 DB\18-026 Lodi 2\1:)rawings\1:;>igital Model\18-026_Lodi2-R3.rvt <br />