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Home My WebLink AboutA-600 - WINDOW ELEVATIONS, DOOR AND FRAME SCHEDULE5 4 3 2 1 E U/TG / TG �1 WINDOW ELEVATION B 114" = V 0 15'-4" 0' 2" 4-4" 0'-2" 8'-0" 0'-2" 4'-4" 01 2" 0 o " STOREFRONT ELEVATION - C 1 114" = V-0" 2'-7112" T-71/2" 2'-71/2" Ok 2 3 N/2" 0 2 -v IS - IG IG IG �� c 0 IS IS IG IS IS N c' 2'-31/2" 2' 2' - 4 112" 3 STOREFRONT ELEVATION - E v4 = r-0" 21' - o" . 0' 2'`I 2' ] 6 0 z2j -2"4 5. 71 71 IS IS IS IS IG ,, IG /to / IG IG IG IS IS r N 5 STOREFRONT ELEVATION - G 114" = 1'-0" N 0 e a - m N N 12' - 0" IG IS IG /� IP IS IG/ IS IG ax 3'-0" o G IG ' :! IG 0 0 WINDOW ELEVATION A WINDOW ELEVATION L 114" = 1'-0" 114" = 1' 0" 7' 7' 2'-6" 0 -w - III G II II IG �0'-2" 2'-2" '-2" IS II III G II 0'-2" 3'-6112" T-6112" •_2^ 01. 2" T-71/2" 0--2- 0--2 T-63/4" T-63/4" IS G ro o DOOR & FRAME SCHEDULE MARK DOOR PANEL FRAME LABEL HDWR SET NOTES MARK TYPE CITY MillGLAZ SIZE MARK MATL G. H W TH 100.1 G 2 HM TG 7'-0" 6'-0" 0'-13/4" HM - 45 MIN 15 100.1 100.2 OH 1 ST -- 10,-0" 14'-0" 0'-13/4" - - 26 100.2 101.1 OH 1 ST 12'-0" 11'-101/2" 0'-13/4" - - 26 101.1 101.2 OH 1 ST 12'-0" 11'-101/2" 0'-13/4" 26 101.2 102.1 N 1 HM IS T-0" 3'-0" 0'-13/4" HM 45 MIN 14 102.1 102A.1 F 2 HM 7'-0" 6'-0" 0'-13/4" HM 24 102A.1 103.1 DG 2 AL IG 7'-0" 6'-0" 0'-1Sit" AL IG 23 103.1 103.2 DG 2 AL IG 7'-0" 6'-0" 0'-13/4" AL IS 05 103.2 105.1 F 1 WD 7'-0" 3'-0" 0'-13/4" WD 03 105.1 106.1 F 1 WD 7'-0" 3'-0" 0'- 1 3/4" WD 03 106.1 107.1 F 1 WD pip -0" 3'-0" 0'-13/4" WD 17 107.1 107.2 F 1 WD 7'-0" 3'-0" 0'-13/4" WD 17 107.2 108.1 N 1 WD IS 7'-0" 3'-0" 0'-13/4" HM 14 108.1 108.2 N 1 WD TG 7'-0" 3'-0" 0'-13/4" WD 108.2 108B.1 N 1 WD TG 7'-0" 3'-0" 0'-13/4" WD 10 108B.1 109.1 G 1 HM TG 7'-0" 3'-0" 0'-13/4" HM 14 109.1 109.2 G 1 WD TG 7'-0" 3'-0" 0'-13/4" WD 03 109.2 110.1 DG 1 AL IS 7'-0" 3'-0" 0'-13/4" AL IS 19 110.1 110.2 DG 1 AL IS 7'-0" 3'-0" 0'-13/4" AL IS 13 110.2 110A.1 F 1 WD 7'-0" 3'-0" 0'- 1 3/4" WD 17 110A.1 110B.1 F 1 WD 7'-0" 3'-0" 0'- 1 3/4" WD 17 110B.1 111A.1 N 1 WD TG 7'-0' 3'-0' 0'-13/4" WD 10 111A.1 111BA N 1 WD TG 7'-0" 3'-0" 0'-13/4" WD 10 MBA 112.1 N 1 WD TG 7'-0" 3'-0" 0'-13/4" WD 10 112.1 113.1 N 1 WD TG 7'-0" 3'-0" 0'-13/4" WD 10 113.1 113.2 S Wood -ICS- Oak TG 7'-0" 7'-10" 0'-13/4" - - 25 113.2 114.1 IF 1 IWD T-0' 3'-0' 0'-13/4" WD 07 114A 115.1 F 1 WD T-0' 3'-0' IV- 13/4" WD 07 115A 116.1 F 1 WD 7'-0' 3'-0' 0'-13/4" WD 07 116.1 117.1 F 1 WD 7'-0- 3'-0- 0'-13/4" WD 07 117.1 119A G 1 WD TG 7'-0' 3'-0' 0'-13/4" WD 02 119A 121.2 DG 2 AL IG 7'-0' 6'-0' 0'-13/4' AL IG 23 121.2 122A N 1 WD TG T-0' V-0' IV- 13/4^ WD 10 122A 123A N 1 WD TG 7'-0- 3'-0- 0'-13/4^ WD 10 123A 123BA F 2 WD 7'-0' 6'-0' 0'-13/4' WD 08 123B.1 1238.2 DG AL IG T-0' 6'-0' IV- 13/4^ IG 12313.2 1238.3 AL T-0' V-0' IV- 13/4^ 12313.3 1238.4 AL T-0' 3'-0' 0-134^ 1236.4 1238.5 N 1 WD TG T-0' 3'-0' IV- 13/40 WD - 11 123B.5 12313.6 WD 7'-0- 3'-0- 0'-13/4' 123B.6 124A N 1 WD TG 7'-0- 3'-0- 0'-13/4' WD 01 124A 125A N 1 WD TG 7'-0' 3'-0' 0'-134' WD - 01 125A 125.2 F 2 WD - 7'-0' 6'-0' 0'-134' WD - 09 125.2 126.1 N 1 WD TG T-0' 3'-0' IV- 134' WD 01 126.1 128.1 G 1 WD TG 7'-0' 3'-0' 0'-13(4' WD 04 128.1 129.1 N 1 WD TG 7'-0' 3'-0' 0'-13(4' WD 01 129.1 130.1 N 1 WD TG 7'-0' 3'-0' 0'-134' WD 01 130A 130.2 F 2 WD 7'-0' 6'-0' 0'-13/4' WD 09 130.2 132.1 N 1 WD TG T-0' V-0' IV- 134' WD 01 132A 132.2 F 2 WD 7'-0- 6'-0- 0'-1314" WD 09 132.2 133A G 1 HM TG 7'-0' 3'-0' 0'-13/4' HM 14 133A 134.1 N 1 WD TG T-0' V-0' IV- 134' WD 03 134A 134.2 F 1 HM T-0' V-0' IV- 134' HM 18 134.2 135.1 N 1 WD TG T-0' V-0' IV- 134' WD 03 135.1 136.1 N 1 WD TG T-0' 3'-0' IV- 13/4' WD 11 136.1 137.1 F 1 WD 7'-0- 3'-0- 0'-13(4' WD 07 137.1 138.1 F 1 WD 7'-0' 3'-0' 0'-13/4' WD 07 138A 139A F 1 WD 7'-0- 3'-0- 0'-134' WD 16 139A 139.2 F 11 HM - T-0' V-0' IV- 134' 1 HM - 121 139.2 140.1 N 1 WD TG 7'-0' 3'-0' 0'-13/4' WD - 04 140.1 140.2 G 1 WD TG T-0' T-0' 0'-13�4' WD - 04 140.2 141.1 N 1 WD - 7'-0' 3'-0' 0'-13/4' WD - 01 141.1 142.1 F 1 HM 7'-0' 3'-6- 0'-13�4' HM 20 142A 143A F 1 WD 7'-0' 3'-0' 0'-13/4' WD 06 143A STOREFRONT ELEVATION - D STOREFRONT - WINDOW ELEVATION K 2 114" = 1' 0" 114" = 1' 0" T-8" '-2" T-71/2" --2' T-8" y T - 7 1/2" 7'- 7 112" 0'-2" 3'-2" IA 0'-2" 0'-2" 0'-2" 0'- 2. 0'-2' 2'-31/2' 2'-41/2' 2'-31/2' 0--2-10'-2' 0'-2' 0'-2" 0'0'-2' 21 0'-2 0•-2. 11 N IG IG IG IG IG IG IG EIG IG IG IG RELEASED FOR CONSTRUCTION DREFRONT ELEVATION - I Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/30/19 n 5 4 STOREFRONT ELEVATION - F 114" = 1.-0" IT-0' b 0'-2" T-g^ 0-2" T-10^ 6,_2" 3. 9^ 0•-2^ pp o� IS IS IG IG IG IG STOREFRONT ELEVATION - H 6 114" V-0.. 18'-0' 0' 2' 4'-3- 0'-2- 4'-4- 0'-2- 4'-4- 0'-2' 4'-30'-2' 0 � N F y G 'ry IS IS IS IG IG IG IG IG $ STOREFRONT ELEVATION - J 1/4" = 1'.0" r@I SEE SCHED ci all all all GENERAL NOTES ABBREVIATIONS A. This Door Schedules) is furnished for whatever assistance it may afford the AL Aluminum Contractor. Do not consider it as entirely inclusive. Carefully examine the HM Hollow Metal Drawings (especially the Floor Plans) and the Specifications to determine the ST Steel extent of door and frame quantities required (including interior borrowed lite or WD Wood indents openings). Should any particular door, frame, or interior borrowed lite or TG Tempered Glazing sidelite shown on the Drawings be inadvertently omitted from this Schedule, supply IG Insulated Glazing same as required for similar openings. LG Laminated Glazing FG Frosted Glazing B. The "QTy" column designates the number of leaves in the opening. The "Door SP Spandrel Panel Width" column designates the total width of all leaves. In multiple leaf conditions, the leaves shall equally divide the "Dow Width" unless noted otherwise; however, the active leaf shall not be less than T-0" wide. C. Dow Type "X" denotes a frame with no door such as a borrowed lite, reference Frame Elevations. D. An asterisk (`) in a dimension denotes a width that varies, reference plans, elevations. details and schedules. E. Verify locksets with the Owner during submittals SEE SCHED. I I SEE SCHED. 'I 'I SEE SCHED. 0 w ]TG N ODG O S •.i 5.4.602 - DOOR PANEL ELEVATIONS v4 =1 -0" JIB h 3 2 SEE SCHEDULE DOOR 8 FRAME SCHEDULE NOTES See Door Schedule 1. Existing door and frame to remain. New hardware only. Field verify all existing door and frame information as required for installation of new hardware. 2. New door/tame in existing masonry wall. Tooth in new masonry into existing as required. 3. Set door in frame to allow for 18W door swing OH Ft 5.4.603 - DOOR FRAME ELEVATIONS 1/4" = V-0" 1 1� C 0 raw SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-arch.com Project No. 2018-106.CTC Project Date 03.22.2019 Produced JDRJDR These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. 9919 Towne Road Carmel, IN 46032 N KEY PLAN Children's TherAplay (±" ChildrensTlierAplaS Renovation and New Construction WINDOW ELEVATIONS, DOOR AND FRAME SCHEDULE A-600