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11 EXI5TING BATT INSULATION. EX15TINO 2X6 5UB-PURLIN5 AT 24" O.G. EXI5TING ROOF DECK. STUD FRAMING PER WALL LEGEND. 24" O - 24 O EXTEND STUDS TO DECK ABOVE. OTHER FIXED REFER TO DETAILS: PROVIDE 20 GAUGE STEEL STUD DOOR PANEL 5 11 + ABOVE, ALTERNATE OSTRUCTURE NATE AT48 O.C.O.G (45° GYPSUM BOARD PER AALL LEGEND. D-1.0 D-1.0 MINIMUM, 60° MAXIMUM). LU +6" MINIMUM O IL , A CLIP FASTENER + + FASTEN BILL PLATE TO CONCRETE SLAB ABOVE HIOHEST G O Q 8 PANEL CLIP. ADJACENT l WITH POl^iDER DRIVEN FASTENERS AT 32" GEILIN6. D-1.0 SIDELIT SIDELIT I11 O O.G. MAX. PENETRATION OF PINS IN SLAB E E ~ SELF-TAPPING SHEET METAL 5GREYVS _ _ _ — SHALL NOT EXCEED 1/3 OF SLAB 60" F �I Q LLI AT EACH END OF BRACE. — THICKNESS SELF-TAPPING SHEET METAL SGREWS 60 \ OTHER 1465 North V a n Ness Avenue AT EACH END OF BRACE. p Y400D BILL: HILTI X-C P85 PRN 3611 Fresno, Califorina 93728 ESR-1752) AEP SPAN (WHERE OCCURS) z METAL TRACK: X-C20 THP 5 5 9.4 4 2.4 6 4 2 00007 Q I T_ 226A PERCEPTION SERIES SCRIM SHEET. IN OPEN Y (ICG E5R-1752) O 559-485-9081 PANEL PG10-12 VERT. INSTALL. � METAL SILL TRACK OR ROOD SILL PER SIDELIT / � GEILIN6 AREAS ONLY. v O B „ O I I www.itarchinc.com 256A METAL STUD BRACE to S ANCHOR A/ (3) #10 5M5 m WALL LEGEND. GEILIN6 SYSTEM PER E p GEILIN6 JOIST PER DETAIL: REFLECTED i D-1.1 GEILIN6 PLAN. _ _ _ _ _ — — — — — — — — — — (1) #5 SHEET METAL SC-REkN, EACH m PURLIN c SLO'LAM m AND AT EACH END OF STUD, TYPICAL. REFER J REFER TO FLOOR PLAN AND WALL REFER TO FLOOR PLAN AND YVALL REQUIREMENTS: SECTIONS FOR REQUIREMENTS. SECTIONS FOR REQUIREMENTS. CONCRETE SLAB. Ul I AO 0 DD TO BE SAFETY GLAZED IF THEY MEET THE TVVo FOLLOW CONDITIONS Z FOR 5IDELITE5: Q 0201_Mtl_PartHead 01 0201_Mtl_Nonbearin VVaII5ill 01 9 0201_Mtl_PartHead 01 Q �L► 1. NEAREST EDGE OF GLAZING 15 WITHIN A 24" ARG OF EITHER O VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION. Partition Head - Full Ht 3"=1' 12 Brigeat Bracing 3' g Non- Bearing Wall SII 3 6 Partition Head 3 = 3 Z � 2. BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60" w ABOVE THE AALKIN6 SURFACE. A r C h I t e C t W Oz � w C REPRESENTS A DOOR REQUIRING SAFETY GLAZING. \ \ EXTEND VERTICAL FRAMING EXTEND STUD TO DECK E F REQUIRED SAFETY GLAZING WHEN ALL FOUR OF THE FOLLOWING '� v EXISTING DEMISING WALL. \ \ ABOVE. REFER TO \ \ TO UNDERSIDE OF ROOF OR CONDITIONS ARE MET: \ \ DECK FRAMING. \ DETAIL: $ / AD-1,Q to \ \\ \ \\ 1. EXPOSED AREA OF AN INDIVIDUAL PANE IS GRATER THAN 9 BQ. FT. Q< \ \\ 5/8" 57YP5UM BOARD \ \\ 3-5/8" x 20 GAUGE BRACE 0 \\ OVER 3-5/S" x 20 GAUGE \ \\ 2. EXP05ED BOTTOM EDGE 15 LE55 THAN 18" ABOVE FLOOR. QJ Q� LL WITH (3) #8 SHEET METAL \ \ METAL HANGER STUDS AT 3-5/8" x 20 GAUGE BRACE OO \\ W ° 50REA5 TO ANCHOR STUD. \ 16" O.G. WITH (3) #8 SHEET METAL \ \ 5/8" 6YP5UM BOARD Q z ALTERNATE AT 48" O.G. (45° SCREW5 TO ANCHOR STUD. \ TILE PER FINISH PLAN. CLIP FASTENER 8 PANEL 3. EXPOSED TOP EDGE 15 GREATER THAN 36" ABOVE THE FLOOR. Vw w \ ALTERNATE AT 48" O.G. (45° OVER 3-5/8" x 20 GAUGE CLIP. N MINIMUM, 60° MAXIMUM) METAL HANGER STUDS AT 4. ONE OR MORE WALKING SURFACES 15 WITHIN 36" HORIZINTALLY OF THE d \\ CLIP FASTENER S PANEL MINIMUM, 601 MAXIMUM) \ X 16" O.G. GLAZING. > \\ \\ LL w GEILIN6 JOIST PER \\ CLIP. GEILIN6 JOINT PER \\ 6" MIN. COVE BASE. AEP SPAN 226A O \\ GEILIN6 PLAN FOR PERCEPTION SERIES PANEL ADDITIONAL NOTES: Z SCHEDULE U L #. SMS AT \ SCHEDULE U (3) #. 5M5 AT \\ ADDITIONAL EFLEGTED Fr-10-12 VERT. INSTALL. O o HANGER STUD LAP. HANGER STUD LAP. 0 Z ° FRP WITH _-MOLD PER PLAN. \ INFORMATION. IN51ME CLOSURE. 1. ALL 6LA55/GLAZING SHALL COMPLY WITH ALL REQUIREMENT5 V — — — INSIDE CLOSURE. IDENTIFIED WITHIN CHAPTER 24 OF THE 2016 EDITION OF THE W — — — — — — — — — — — — — — — — — FLA5H N6 PER METAL CALIFORNIA BUILDING CODE. I 0 J 2"x2"x166A STAINLESS STEEL — — — — — — — — — — — — — — GEILIN6 SYSTEM REFER TO PANEL MANUFACTURER. m ANGLE. + + REFLECTED GEILIN6 PLAN. 2. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, Q N CAULK JOINT. EXISTING CONCRETE SLAB. SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY + + CONT BENT PLATE 166A YV/ CONT BENT PLATE 16GA A/ PORTION OF A BUILDING HALL ENCL051NG THESE COMPARTMENTS — — — — — — — — — — — — — (2) #8 SMS EACH STUD. + + (2)#8 5M5 EACH STUD. L WHERE THE BOTTOM EXP05ED EDGE OF GLAZING 15 LE55 THAN 60" r N 41REFER TO REFLECTED ABOVE A 5TANDIN6 SURFACE OR DRAIN INLET. J 0 LU Ul WALK-IN COOLER (BY OTHERS) � GEILIN6 PLAN FOR OL REFER TO REFLECTED a- 3. SAFETY GLAZING SHALL BE PROVIDED IN FIXED AND SLIDING PANELS N LU LL ADDITIONAL GEILIN6 PLAN FOR OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS GYPSUM BOARD CORNER BEAD. INFORMATION. ADDITIONAL OTHER THAN WARDROBE DOORS. t — F_ LU SUSPENDED 6YPSUM BOARD SOFFIT. INFORMATION. �� DRIP TRIM BY METAL PANEL SUSPENDED GYPSUM BOARD SOFFIT. (� GYPSUM BOARD CORNER BEAD. 'O C ,ro ro ZO N MANUFACTURER. `.J LU O (30 Walk- In Corner 3" 13 Soffit Framing - Metal Panel 3 10 Soffit Framing 3° Metal Panel Sill 3" = 4 Glazing Detail N.T.S. 1 O \ O 14- 0 1__ L 4—J Ln Q O 1" x 1-1/2" END ++ BOTH SIDES STIFFENER TO V Z LU 1/16 ! 3/4 U N . EXISTING BATT INSULATION. EXI5TIN6 2X6 5UB-PURLIN5 AT MATCH STUD BOTH SIDES O —0 LU GAUGE. 1/16 3/4 Ul p EXI5TIN6 BATT INSULATION. EXISTING 2X6 SUB-PURLINS AT 24" O.G. LOW PROFILE O Z_ EXTEND VERTICAL FRAMING 24" O.G. HEAD SCREWS. i = _ � O V TO UNDERSIDE OF ROOF OR EXISTING ROOF DECK. (2) #8 SELF DRILLING WOOD C Q un N J 0 p - DECK FRAMING. EXI5TIN6 ROOF DECK. (2) #8 SELF DRILLING WOOD EXISTING BATT INSULATION. EXISTING 2X6 5UB-PURLIN5 AT SCREWS EA. 5UB-PURLIN. k Q v 8 7 F SCREWS EA. 5UB-PURLIN. D-1.0 EXISTING ROOF EXI5TIN6 ROOF DECK. 24" O.G. EXISTING ROOF 5/8" IL 18 TPI LOW FRAMING. SCRIM SHEET IN OPEN GEILIN6 PROFILE HEAD RIF FRAMING. AREAS. 5CREA EACH SIDE. O Q r- SCRIM SHEET IN OPEN GEILIN6 Weld Attachment A Z AREAS. Screw Attachment B > 5/8" GYPSUM BOARD A (PANELIZATION)WELD w w NOTE: STIFFENER REQUIRED ALTERNATE TO O 0 :, OVER 3-5/8" x 20 GAUGE AT WEB CUTOUTS ONLY. A METAL STUDS AT 16" O.G. 0 + 6RIEATER THAN 5'-0" IN HE 6HT AND NOT 3/4" � 16 GAUGE. ZO SUPPORTED BY GYPSUM BOARD ON O FRY RE6LET FDM-625-75 + 1/2" BOTH SIDES. (ROWS AT 4'-0" MAXIMUM). ALUMINUM TRIM. 3/4" � - 3/4" Q USG 1-1/2" x 2" x 16 � + GAUGE CLIP ANGLE 1/4" \ / LE55 THAN STUD WIDTH O — _ STUD LATERAL (4)5/8" #8 18 TPI TYPICAL. 1/16 3/8 WALK-IN COOLER (BY OTHERS) — — N BRACING SCREW SGREWS REQUIRED. LU - ATTACHMENT. tu Z GK TU . # METAL STUD. w HEAD GK A/ (2) # 5 5 H STUD. 1-1/2" CRC, Q 8 SM5 H STUD. G-MET (4) #5 SELF DRILLING WOOD G Brid in Detail 16 GAUGE. WALL FRAMING PER v PANEL A F R. SCREWS EA. 5UB-PURLIN. 3-5/8" THRU 8" MEMBERS MING PER GEILIN6 AREAS. WALL LEGEND ON D O 7M SCRIM SHEET IN OPEN Brid in Detail I EA END ON FLOOR P N. BOTH SIDES AT WELD ALTERNATE TOO N. CLIP F 1/16 1 1/4 POINTS. 4 4 PANE I 5 I LU-LAM U-) M 3-5/8" x 20 GAUGE HUNGERBTUDB Z 3"=1'-O" AT 24" O.G. (6" FRAMING WHEN METAL TRACK. SIN LU-LAM NOTED). U.O.N. O METAL STUD. Wall Oa Walk- In 14 P NCS -0" LL, ° Z RESTROOM SIDE SEATIN METAL STUD. Ln Q O 0ARD METAL TRACK. LU GYPSUM LEGEND. v ro PER HALL L �_ 0 v EACH Corner Detail L—Cl- LU . 24 6A. G.5.M. GAP. E T FRAMING STUD. 1/16 3/4 F O O E T FRAMING AEP SP N LEGEND. Q 3/4" PLYWOOD SHEATHING. LEGEND. PERGE PANEL Multiple Studs WIDTH OF FRAMING V O zp ui 2x4 LEDGER. 3/4" 3/4 FROMNEDGE OF V1 2x6 C 16" O.G. DBL. C PG10-1 . I L. E :� US Q y z CONDENSER LOCATIONS. WIDTH OF FRAMING m PLATE. (2 3/4" MIN. O (MINUS 1/4") I FROM EDGE OF L V U (Jl LU CENTER ANGLE , O.S.M.6s.M. CLEAT. WALL HEAD CONNECTION WITH 3/4° 3/4" _ ° I iv SLAB) le — WALL HEAD CONNECTION WITH Q LUWALL HEAD CONNECTION WITH ON PLATE. I 'p L S Q L N FRAMING RUNNING PARALLEL FRAMING RUNNING PARALLEL CENTER m °—° N V OQ FRAMING RUNNING PARALLEL oN6LE — a--i O 0 z PLATE. ° III m EDGE OF SLAB. D N 4x10 CURB. I m � �� O Q CL BASE PLATE @ EXTERIOR NEW 2X6 BLOCKING AT 24" BASE PLATE @ INTERIOR �0 NEA 2X6 BLOCKING AT 24" O.G. WITH (3) 16d EACH END. (2) #12 SMS E5 NEW GAP SHEET UP AND OVER NON-5LAB EDGE CONDITIONS SLAB EDGE CONDITIONS CURB. O.G. WITH (3) 16d EACH END. EXISTING ROOF DECK. NEW 2X6 BLOCKING AT 24" EXISTING ROOF DECK. (4 TOTAL). O.G. AITH (3) 16d EACH END. EXISTING BATT INSULATION. P U b I 15 h i n g $t d t U 5 Z EXISTING ROOF DECK. 2 1/2" x 2 1/2" x 1/4" 18 GAUGE RUNNERS, EXISTING BATT INSULATION. EXI5TING 2X6 5UB- ANGLE IRON STANCHION FACE TO FACE. Q s EXISTING BATT INSULATION. PURLINS AT 24" O.G. _ Z (E) ROOF DECK. Z SCRIM SHEET IN OPEN GEILIN6 BRACE. 2 SUB- (2) 18 GAUGE STUDS, PURLINS AT 24" O.G. SCRIM SHEET IN OPEN GEILIN6 � NOTCH AT JAMB u; Schematic [>) AREAS. #12 TEK SCREW AT 6" O.G. p (E) ROOF FRAMING SEE Z w STRUCTURAL. S TYPIGALFROM TUD TO BRACE, (6) #8 SHEET METAL , wv + 18 GAUGE METAL STUD SGREWS, EACH Design D e v e l o p m t FRAMING. FRAMING MUST BE I 6" WIDE (MINIMUM)AT ° SIDE OF JAMB 0 - LOCATIONS ADJACENT TO A � UD 0 + SLAB EDGE. 3-5/8" Site Plan R e v i e w Z MIN. #8 SHEET METAL SCREWS Z Curb 1 1/2"= 1'-0" 1 FROM M O.G. MAXIMUM AT 6" 0 1/4" THICK x 6-1/2" x FROM ENDS. Q + WIDTH OF FRAMING MINUS B i d d i n g _ _ CONCRETE BLAB WITHO �/ SECTION ELEVATION AT JAMB STUDS HE;, OR EQUAL. Header Detail mz — - - N — - - - - - - - - — - - - - 3/8" x3" SIMPSONTITEN Plan Check 05-21-15 STANCHION BRACE. \ METAL STUD. u APPLICABLE TO ALL SPANS LU GREATER THAN 6'-O". wG-METAL BY METAL PLATE. / Revisions PANEL MANUFACTURER. (4) #8 SELF DRILLING WOOD LU 5CREA5 EA. BLOCK. Stanch ion Brace _ EXI5TING GLU-LAM 6 0 EXI5TING GLU-LAM CLIP FASTENER PURLIN BEYOND. 32" O.G.AT EXTERIOR p PURLIN BEYOND. 4 PANEL CLIP. (AT EXISTING SLAB) LOCATIONS AND 48" O.G. LU AT INTERIOR LOCATIONS. 3-5/8" x 20 GAUGE HUN6ER57UDS EXI5TIN6 2X6 SUB- H H H � 15 RESTROOM RESTROOM SIDE AT 24" O.G. (6" FRAMING WHEN PURLIN5 AT 24" O.C. v 1 Q W NOTED). U.O.N. ER6YFSUM AALLL L LEND. Z OO GYPSUM BOARD SEATING SIDE z PER WALL LEGEND. VERTICAL FRAMING C / \ MAXIMUM P15TANCE Q- W VERTICAL FRAMING x < BETWEEN STANCHION Q LEND. D / \ �� / \ �I BRACE SUPPORTS Q AEP SPAN 226A AT UN-SUPPORTED PERCEPTION SERIES PANEL F /\� I I I I /\� WINDOW BULKHEADS. Z 610- 2 L. I I 6" MAX. STANCHION U 4 �. BRACE SET A6AIN5T z � INSIDE FACE OF ■ ■ ■ ■ ■ ■ ■ ° A B E E G SECOND STUD 50 �d LL WALL HEAD CONNECTION WITH A5 NOT TO Scale FRAMING RUNNING PERPENDICULAR WALL HEAD CONNECTION WITH REFER TO PLANS FOR REFER TO PLANS FOR INTERFERE WITH THE X FRAMING RUNNING ACTUAL CONFI6URATION5. ACTUAL CONFIGURATIONS. DOOR FRAME. A9 indicated 0 PERPENDICULAR Elevation 'A' Elevation 'B' QProject Manager 0 � v 0201_Mt NonBrPram 01 TODD CLARK bo Full Height Wall Head - Metal 11 Soffit Support 8 Full Height Wall Head 5 Non- Bearing Metal Studs 2 3"=1'-0" 3"=1'-0" 3" = 1'-0" N.T.S. Project N u m b e r 15-026-Lodi Sheet Details AD - i . o F:\01-Pr0ject5\2018\18-026 DB\18-026 Lodi\Drawings\Digital Mod el\18-026_Lodi.rvt