6202 ASSOCIATED BLVD 2019 Plans 2022-10-27

Z2� 6'-4" 17 A8.1 0 I CN i N CD I co CD I N 0 i IG IG IG 22 17 A8.1 IG r r 13'-3 1 /4" 3'-7 5/8" 3'-0" 3'-0" 3'-7 5/8" 1 I IG IG IG IG A81 TIG TIG o 0 17 17 o A8.1 TIG TIG A8.1 Sim 26 TYP TIG A8.1 22 TIG ----------------------------- A8.1 SIM TE 8OR OPENING TYPES AQ1 SCALE: N.T.S 4' -0'° 17 A8.1 i IG i CV IG(,A1 7V N 22 0 I 0 I A02 0 15'-0" 7'-6" 7,-6" 15'-0" 7'-6" 7'-6" I IG I IG IG IG I IG - IG OPEMNG SCHEDULE DOORS OPENINGS FRAMES DETAILS REMARKS NO TYPE OPENING SIZE THK MATL GL TYPE RTG HDW CLSR FIN TYPE MATL FIN HEAD JAMB SILL 101 FG/FG 6'-0" x 7'-0" 1 3/4" AL TIG - 4 Y FCTY -- AL FCTY -- -- 26/A8.1 102 F 3'-0" x 7'-0" 1 3/4" HM -- -- 1 Y PNT 1 HM PNT 19/A8.1 19/A8.1 24/A8.1 103 S 14'-0" x 14'-0" -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23 A8.1 29/A8.1 104 S 9'-0" x 10'-0" -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8.1 29/A8.1 105 S 9'-0" x 10'-0" -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8.1 29/A8.1 106 S 9'-0" x 10'-O" -- -- -- -- FCTY -- 18/A8.1 23/A8.1 29/A8.1 107 F 3'-0" x 7'-0" 1 3/4" HM -- -- 1 Y PNT 1 HM PNT 19/A8.1 19/A8.1 24 A8.1 108 S 9'-0" x 10'-0" -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8.1 29/A8.1 109 S 9'-0" x 10'-0" -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8.1 29/A8.1 110 S 9'-0" x 10°-0'° -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23 A8.1 29 A8.1 111 S 9'-0" x 10'-0'° -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8.1 29/A8.1 112 S 9'-0" x 10'-0" -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8.1 29/A8.1 113 S 9'-0" x 10'-0" -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8.1 29/A8.1 114 S 9'-0" x 10'-O" -- -- -- -- -- -- FCTY -- -- -- 1 B/A8.1 23/A8.1 29/A8.1 115 F 3'-0" x 7'-0" 1 3/4" HM -- -- 1 Y PNT 1 HM PNT 19/A8.1 19/A8.1 24/A8.1 116 S 9'-0" x 10'-0" -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8A 29/A8.1 117 S 9'-0" x 10'-0" -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8.1 29/A8.1 118 S 9'-0" x 10'-0" -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8.1 29/A8.1 119 S 9'-0" x 10'-0" -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8.1 29/A8.1 120 S 14'-0" x 14'-0" -- -- -- -- -- -- FCTY -- -- -- 18/A8.1 23/A8.1 29/A8.1 121 F 3'-0" x 7'-0" 1 3/4" HM -- -- 1 Y PNT 1 HM PNT 19/A8.1 19/A8.1 24/A8.1 122 FG/FG 3'-0" x 7'-0" 1 3/4", AL TIG -- 4 Y FCTY -- AL FCTY -- -- 26/A8.1 123 FG 3'-0" x 7'-0" 1 3/4" AL TIG -- 4 Y PNT 1 AL FCTY -- -- 26/A8.1 124 F 3'-0" x 7'-0" 1 3/4" HM -- -- 1 Y PNT 1 HM PNT 19/A8.1 19/A8.1 24/A8.1 125 F 3'-0" x 7'-0" 1 3/4" HM -- -- 1 Y PNT 1 HM PNT 19/A8.1 19/A8.1 24/A8.1 126 F 3'-0" x 7'-0" 1 3/4" HM -- -- 1 Y PNT 1 HM PNT 19/A8.1 19/A8.1 24/A8.1 127 F 3'-0" x 7'-0" 1 3/4" HM -- -- 1 Y PNT 1 HM PNT 19/A8.1 19/A8.1 24/A8.1 128 F 3'-0" x 7'-0" 1 3 4" HM -- -- 1 Y PNT 1 HM PNT 19 A8.1 19/A8.1 24/A8.1 129 F 3'-0" x 7'-0" 1 3/4" HM -- -- 1 Y PNT 1 HM PNT 19/A8.1 19/A8.1 24/A8.1 130 F 3'-0" x 7'-0" 1 3/4" HM -- -- 1 Y PNT 1 HM PNT 19/A8.1 19/A8.1 24/A8.1 131 1 F 3'-0" x 7'-0" 1 3/4" HM -- -- 1 Y PNT 1 HM PNT 19/A8.1 I 19/A8.1 24/A8.1 132 F 3'-0" x 7'-0" 1 3/4" FIM -- -- 1 Y PNT 1 HMI PNT 19/A8.1 19 A8.1 24/A8.1 133 F 3'-0" x 7'-0" 1 3/4" WD -- -- 1 -- PNT 1 HM PNT 19/A8.1 19/A8.1 29/A9.1 134 F 3'-0" x 7'-0" 1 3/4" WD -- -- 3 Y PNT 1 HM PNT 19/A8.1 19/A8.1 29/A9.1 IINJULAI IUn PER PLAN a T.O. P LYW' 12'-0" MAX STRUCTURE } INSULATION PER WALL TYPE CEILING PER FINISH SCHEDULE GWB EACH SIDE OF STUDS WHERE EXPOSED TO ROOM. GWB NOT REQUIRED AT VACANT SUITE. C-11_ BASE AT GWB (TYP) METAL RUNNER TRACK. ATTACH RUNNER TO SLAB WITH POWDER ACTUATED FASTENERS: 1 " LONG @ 16" O.C. OR 1-1/4" LONG @ 36" O.C. MAX. PROVIDE CONTINUOUS ACOUSTIC TAPE OR SEALANT AT WALL TYPES WITH ACOUSTIC INSULATION. (8" STUD WALLS USE 80OT150-43 W/ 0.157"0 X 1" HILTI X-U PIN @ 16" O.C., STAGGER 2") STRUCTURE ® 3-1/2" METAL STUDS (350S125-30) @ 24" O.C. W/ 5/8" GWB EACH SIDE 3A - SAME AS ABOVE W/ ACOUSTIC INSULATION 1 6" METAL STUDS (60OS162-43) @ 24" O.C. W/ 5/8" GWB EACH SIDE 4A - SAME AS ABOVE W/ R-21 INSULATION ® 3-1/2" METAL STUDS (350S125-30) @ 24" O.C. W/ 5/8" GWB ONE SIDE 5A - SAME AS ABOVE W/ ACOUSTIC INSULATION ® 8" METAL STUDS (800SFS162-43) @ 24" O.C. W/ 5/8" GWB ONE SIDE 6A - SAME AS ABOVE W/ R-21 PROVIDE HORIZ BRIDGING @ 48" OC @ STUD FLANGES WHERE GWB IS OMITTED WVVAALLLL TYPES SCALE: N.T.S. 0 cn 0 o_ 0 F- #8 SCREW BOTH SIDES EA STUD 1/2" CDX PLYWOOD SHEATHING 80OS200-54 METAL JOISTS TO MATCH STUD SPACING. ALIGN WITH STUDS. CONT 80OT150-54 METAL TRACK 2 ROWS SIMPSON 0.157"0 PDPA FASTENERS @ 6" O.C. MAX - EMBED 1-1/4" MIN. 5/8" TYPE-X GWB T150-43 TRACK TO MATCH STUDS METAL STUDS PER WALL TYPE CONC. PANEL INSULATION PER WALL TYPE 5/8" TYPE-X GWB EA SIDE BASE AT GWB (TYP) __T150-43 TRACK TO MATCH STUDS W/ SIMPSON 0.157"0 PDPA FASTENERS @ 24" O.C. MAX - EMBED 1-1/4" MIN. STRUCTURE 23 3-1/2" STUDS (350S162-33) @ 24" O.C. W/ 5/8" TYPE-X GWB EA SIDE. 23A - SAME AS ABOVE W/ R-13 INSULATION F 24 6" STUDS (60OS162-43) @ 24" O.C. W/ 5/8" GWB EACH SIDE 24A - SAME AS ABOVE W/ R-21 INSULATION Lo 17 A8.1 TIG 17 o A8.1 TIG 17 A8.1 SIM 26 A8.1 N TIG A04 3'-4" 0 I Ln 3'-4" co cc I 5'-0'° I° r A05 A06 A07 "IG" =INSULATED GLAZING "TIG" = TEMPERED INSULATED SAFETY GLAZING (PER IBC 2005) N DOOR NOTES 1. DOOR TYPE INDICATIONS AS NOTATED BY THE STEEL DOOR INSTITUTE WHERE APPLICABLE. IBC 2015 "RL" DENOTES RELIGHT 2. NOTATION OF PAIRS OF DOORS: F DENOTES SINGLE DOOR FF DENOTES PAIR OF DOORS 3. DETAILS ARE FOUND ON SHEET A8.1. C"i_ 4. DOOR TYPES F & FG TO BE OPENABLE FROM THE INSIDE BY TURN OF A LEVER HANDLE. A DEAD BOLT MAY BE PROVIDED AT THE MAIN ENTRY IF A SIGN IS APPLIED TO THE INSIDE OF THE DOOR PER IBC SECTION 1010.1.9.3 (2.2) STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" LETTERS 1" HIGH ON A CONTRASTING BACKGROUND. 5. PROVIDE ILLUMINATED EXIT SIGNS WITH BATTERY BACKUP OF A MIN OF 90MIN UNINTERUPPTED POWER SUPPLY PER IBC SECTION 1013.6.3. EGRESS LIGHTING AT DOORS INDICATED BY EXIT -SIGN SYMBOL ON THE DRAWING. THE EGRESS LIGHTING ASSEMBLY SHALL PROVIDE ILLUMINATION OF A MINIMUM OF ONE FOOT CANDLE AT FLOOR LEVEL 6. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 7. DOOR HARDWARE TO BE INSTALLED BETWEEN 34" MINIMUM AND 48" MAXIMUM AFF (IBC 2015 1010.1.9.2) HARDWARE GROUPS HW-1 Exteriar H - St®retrant Entry IBC 2015 1 1/2 PR HINGES 3 PR HINGES 1 THRESHOLD 3 SILENCERS 2 DOOR SWEEPS 2 SURFACE -MOUNTED CLOSERS 1 CLOSER 1 CONTINUOUS SEAL 1 APPROVED AUTO FLUSH BOLT (1) 1 KEYED LOCKSET 2 WALL/FLOOR STOPS 1 LOCKSET H -- lcterlar hhd 1 1/2 PR HINGES 1 CONTINUOUS SEAL 1 WALL/FLOOR STOP 1 PRIVACY LOCKSET NOTES: 1. FLUSH BOLTS: "WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE -MOUNTED HARDWARE." (IBC SECTION 1008.1.9.3.3) MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE PERMITTED FROM THE OFFICE TO THE EXTERIOR, BUT NOT FROM THE WAREHOUSE TO THE EXTERIOR (IF WAREHOUSE OCCUPANT LOAD IS 50 OR GREATER). (IBC 1008.1.9.4 & EXCEPTIONS) 2. MAIN STOREFRONT DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE. SEE NOTE UNDER DOOR NOTES. (IBC SECTION 1008.1.9.3.2) 4/15 3. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. (IBC SECTION 1008.1.9.5) DDDOOR A 1P 1 TY. SCALE: NTS * =DIMENSION PER SPECIFIED DOOR STYLE FINISH r :' ji Di it WALLS REMARKS t • PLAM WAINSCOTTO_ 1 rNUVlut Nu UAJt Al ALL bVVtJ VVALLJ I-AUIINU VVANLH=)L EXTERIOR GLAZING SCHEDULE TYPE DESCRIPTION SIZE WxH VGA QUANT. UNITS TOTAL VGA U-FACTOR VGA x U NFRC-CPD TABLE NO. SHGC REMARKS A01 STOREFRONT ENTRANCE 6'-0" x 7'-0" 42.0 SF 2 1 84.0 SF 0.60 50.40 NFRC CERTIFIED 0.40 ENTRANCE DOORS ONLY A01 STOREFRONT FIXED 3'-7 5/8" x 10'-0" 36.4 SF 2 2 145.6 SF 0.32 46.59 NFRC CERTIFIED 0.40 GLAZING SURROUNDING ENTRANCE A01 STOREFRONT FIXED 6'-0" x 3'-0" 18.0 SF 2 1 36.0 SF 0.32 11.52 NFRC CERTIFIED 0.40 GLAZING ABOVE ENTRANCE A01 FIXED WINDOW UNIT 6'-4" x 8'-0" 50.7 SF 2 1 101.4 SF 0.32 32.45 NFRC CERTIFIED 0.40 UPPER UNIT A02 FIXED WINDOW UNIT 4'-0" x 6'-0" 24.0 SF 2 2 96.0 SF 0.32 30.72 NFRC CERTIFIED 0.40 A03 FIXED WINDOW UNIT 15'-0" x 6'-0" 90.0 SF 6 2 1080.0 SF 0.32 345.60 NFRC CERTIFIED 0.40 A04 STOREFRONT ENTRANCE 3'-0" x 7'-0" 21.0 SF 1 1 21.0 SF 0.32 6.72 NFRC CERTIFIED 0.40 ENTRANCE DOOR ONLY A04 FIXED WINDOW UNIT 1'-10" x 7'-2" 13.1 SF 1 1 13.1 SF 0.32 4.19 NFRC CERTIFIED 0.40 GLAZING ADJACENT ENTRANCE A05 FIXED WINDOW UNIT 3'-4" x 2'-5" 8.1 SF 4 1 32.4 SF 0.32 10.37 NFRC CERTIFIED 0.40 UPPER TAPERED UNIT A06 FIXED WINDOW UNIT 3'-4" x 5'-0" 16.7 SF 7 1 116.9 SF 0.32 37.41 NFRC CERTIFIED 0.40 UPPER TAPERED UNIT A07 FIXED WINDOW UNIT 5'-0" x 3'-4" 16.7 SF 12 1 200.4 SF 0.32 64.13 NFRC CERTIFIED 0.40 UPPER TAPERED UNIT TOTALS: 1926.8 SF 640.10 Area -Weighted Average Vertical Glazing U Factor - (Total VGA x U) / (Total VGA) = 0.33 TYPE DESCRIPTION SIZE WxH HGA QUANT. UNITS TOTAL HGA U-FACTOR HGA x U NFRC-CPD TABLE NO. SHGC REMARKS SKYLIGHTS 4'-0" x 8'-0" 32.0 SF 1 25 800.0 SF 0.30 240.00 DEFAULT (Table C303.1.3(4)) 0.35 TRIPLE PANE TOTALS: 800.0 SF 240.00 Area -Weighted Average Horizontal Glazing U Factor - (Total HGA x U) / (Total HGA) _ 0.30 12503 B e Road, dSuiteI I I p 425 646 1818 f 425 ,, ...................... ............................... A3 09 05 2019 CITY COMMENTS A2 08 09 2019 CITY COMMENTS 1 04 29 2019 BUILDING PERMIT ISSUE NO. DATE ITEM RELEASE FOR: BUILDING PERMIT TITLE: SCHEDULES, WALL TYPES ENLARGED PLAINS EST ® ELEVATIONS DESIGNED BY: DRAWN BY: REVIEWED BY: APPROVED BY: DATE: 10 30 2018 . . . . .SHEET NO: A3.1 PROJECT NO: 201822.01 .001 ............................... In i'm @ 2018, SYNTHESIsPLLO