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0 U U 0) L0 0i C5 CD C5 Q 4F ----- ------ S SL SL SL S 4:1 6: COMPOSITE SHINGLES 04 SL 6-12 COMPOSITE SHINGLES -- ------------------------------------ C) 0 C\2 co CO Z 0 S ZL A 0 SLI REVISIONS 4 14.12 6:1? 7- o IF A3.11 TYP. BALLASTED EPDM OVER TAPPERED RIGID INSULATION (SLOPE '/ FT. MIN) TYPICAL 1/4 @ FLAT AREAS. COMI COMPOSITE 4 o SHINGLES SHIN HVAC ❑ RID RID > SL L ❑❑1-11][1 12 SL 6:12 OVERFLOW 0 ALTERNATE #1 RD (TYP.) ROOF SKYLIGHTS RD`,, SL ---- ------------------------------------ ------------------ AP ALTERNATE #1 ROOF SKYLIGHTS CRICKET TYP. TYP. @ MANSARD RIDGE ❑HVA]CF7 F-1 El El F El OVERFLOW RD (TYP,) 0 RD DS COMPOSITE SHINGLES - OPEN TO COURTYARD 7"4F DS METAL - COPING COMPOSITE SHINGLES SL 6:12 ---------------------- --------------------- �2 3B ,,-BOILER STACK 3.1 EXHAUST FAN DS L SHINGLES D OVERFLOW ALTERNATE #1 I/R RD (TYP,) ROOF SKYLIGHTS D\ SL F1 F1 F-1 ❑ IDGE SL Li> 6:12 tiq 1-1 ❑ I SL HVAC 6:12 F-1 F El El D 0 El WALL MOUNTED KITCHEN HOOD WALK EXHAUST FAN DS PAD (2 2') ---------- r--I- -ROOF SCUTTLE KITCHEN HOOD SMOKE EXHAUST DUCT HATCH CRICKET 04 _j SL COMPOSITE (" 74 i S 6" SHINGLES —:12 1 GRAVEL STOP DS1 RD---------------------------------- ��/0 4:1 OVERFLOW DS R D (TYP.)Fy N RD 0 " ---- 7-- RD F *4 HVAC PAD (2q PAD 01 El ❑ 1:1 Ell F� F 01 ❑ METAL COPING ALTERNATE #1 LO X SL ROOF SKYLIGHTS ❑ Z Q ❑ F� 6:12 SL r 3 �X" F� D C3 6:12 U- S COMPOSITE SHINGLES 3B Ell ❑ A3.11 TYP. FIFIFIF-1 (6' COMPOSITE DS 1 SL SHINGLES ------- 1 4.12 0 .4 ti- 14 iSL :12 SL 14.12 SL D$ ------------------ C14 ,HOLE con DS L GUTT R C P.) S -------- -- -- ------- PRECAST C❑NC, 04 SPLASH BLOCK OVE; FLOW BENEATH RD o RD ("YP.) DOWNSPOUT ---bS Ds 7 7 t 11, �7 COLUMN HOLE SL BELOW I GUTTER 6:12 1 IF W 0 SL 4.12 COMPOSITE SHINGLES r) l— COLUMN BELOW (TYPICAL) METAL COPING WITH WOOD BALUSTRADE BALLASTED EPDM OVER TAPPERED RIGID INSULATION (SLOPE 1/4'/ FT. MIN,) TYPICAL @ FLAT AREAS, PROVIDE ICE GUARD UNDERLAYMENT AT HATCHED AREA (TYP.) I k—j I Architecture Design Planning 55 Nationwide Blvd. ,Columbus, Ohio 43215 Telephone No. (614) 224-7145 a ax No. (614) 224-0218 LANTZ JONES & NEBRASKA INC. STRUCTURAL ENGINEER 4670 Larwell Drive Cohan &% OH. 43220 Telephone No. (614) 459-5950 M—, z z NOTES: SEE SHEET A3.11 FOR TYPICAL ROOF DETAILS DRAWN BY: PROJI, ARCH: DR/DEB JW SCALE: 3/32' = 1' -0// PROJ. NO: 97076 DATE: 10 —10-96 DWG. NO, A2.3 ... ... .... C) 0 C\2 co CO Z 0 ZL A 0 REVISIONS z z NOTES: SEE SHEET A3.11 FOR TYPICAL ROOF DETAILS DRAWN BY: PROJI, ARCH: DR/DEB JW SCALE: 3/32' = 1' -0// PROJ. NO: 97076 DATE: 10 —10-96 DWG. NO, A2.3 ... ... ....