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HomeMy WebLinkAbout62SEE PLAN EXTERIOR STOREFRONT ! l SEALANT APPLIED OVER 1/2" WALL PER ARCH. I PRE—MOLDED JT. MATERIAL (TYP.) I INSULATED HEATED PRECAST CONC. KNEE WALL I SLAB PER PLAN PER ARCH. (TYP. AT SHOWROOM) SEE CIVIL DWGS. FOR SITE FIN. FLR. EL. CONCRETE OR GRADE (TYP.) -��` PER PLAN D T FTG. EL. e ° ° PER PLAN RAKE GROUT BACK 1/2" INSULATION PER GROUT SPACE BETWEEN ARCH. (TYP.) PANEL AND FOOTING FULL LENGTH OF FTG. PRECAST CONNECTION ° DESIGNED AND SUPPLIED PLASTIC SHIM STACK �4 ° .° BY PRECAST SUPPLIER & INSTALLED BY FOOTING FOOTING PER PLAN — ° °° CONTRACTOR (TYP.) a a U M 3H CI.R. (T1'P.) FOOTING AT STOREFRONT WALL SECTION 1 3/4"= I ' -0" S301 SEE PLAN I EXTERIOR STUD WALL & FINISH PER ARCH. I ' p,,ill l COLUMN PER PLAN PRECAST CONC. KNEE WALL PER ARCH. I COLUMN ISOLATION JOINT PRECASTER TO FIELD MODIFY I I FIN. FLR. EL. PANELS AS REQUIRED AT I PER PLAN COLUMNS AND BASEPLATES T/FTG. EL. b °.D PER PLAN A D b SEE TYP. COLUMN pA IIII BASE PLATE DETAIL I �J A D b 'a aD c SHT. S307 p P D A D a WALL FOOTING b' a A I b BEYOND D D EXTERIOR COLUMN AT SHOWROOM 6x6—W1.4xW1.4 WWR (TURN DOWN 0 SLAB EDGE) (1)—#5xCONT. —1 SECTION 5 SEE CIVIL P.C. PANEL ENTRY DOOR PER ARCH. — #4 CONT. D #4 0 12" O.C. AT DOORS 2'-0" 00 I CV TYP. 3 SIDES EXTERIOR SLAB AT W-0" DOORS SECTION 9 3/4"=1'-0° S301 2'-0" #4 ® 12" O.C. 0° N T SLAB EL. PER PLAN T/FTG. EL. PER PLAN SEE PLAN SEE PLAN I EXTERIOR STUD WALL Ij ENTRY DOOR PER ARCH. — & FINISH PER ARCH. 1, I I I PRECAST CONC. KNEE WALL 11 I SEALANT APPLIED OVER PER ARCH. j! I INSULATED HEATED 1/2" PRE—MOLDED JT. (I I I SLAB PER PLAN MATERIAL (TYP.) I (TYP. AT SHOWROOM) �zFIN. FLR. EL. PER PLAN r� I. T/FTG. EL. #4 CONT. — a RAKE GROUT BACK 1/2" a ° PER PLAN ° GROUT SPACE BETWEEN °°;' PRECAST CONC. KNEE WALL PANEL AND FOOTING BEYOND (SEE ARCH.) a FULL LENGTH OF FTG. PRECAST CONNECTION PLASTIC SHIM STACK DESIGNED AND SUPPLIED ° BY PRECAST SUPPLIER & ° G a° INSTALLED BY FOOTING ° FOOTING PER PLAN °° CONTRACTOR FOOTING PER PLAN (TYP.) ° . (TYP.) ° FOOTING AT STUD WALL SECTION 2- 3/4'=l'-0" S301 SEE PLAN I EXTERIOR STOREFRONT WALL PER ARCH. COLUMN PER PLAN PRECAST CONC. KNEE WALL PER ARCH. COLUMN ISOLATION JOINT PRECASTER TO FIELD MODIFY I FIN. FLR. EL. PANELS AS REQUIRED AT COLUMNS AND BASEPLATES I —' p5 PER PLAN ° T/FTG. EL. n ll a b o PER PLAN D P . SEE TYP. COLUMN b b A _ _ D � .. .. n , P 11 .a l' pl l , . D , DA , , IIII BASE PLATE DETAIL ° p SHT. S307 IIA.... b WALL FOOTING BEYOND A D Q d D P b AD A D EXTERIOR COLUMN AT SHOWROOM SECTION 6 3/4"=1'-0" 6x6—W1.4xW1.4 WWR �! (TURN DOWN ® SLAB EDGE) 1 #5 CONT. ---\ cc n I M S301 SEE CIVIL ! 2'-0" OVERHEAD DOOR PER ARCH. _ #4 ®12" O.C. 00[_ cV #4 CONT. I FIN. FLR. EL.,,I,_ PER PLAN ld{o ° A D o a T FTG. EL. l °d ° PER PLAN ° O ° #4 0 12" O.C. ° AT DOORS 2'-4• co ° A 4 EXTERIOR SLAB AT O.H. DOORS SECTION 10 3/4"=1'-0" S301 0 i FOOTING AT STOREFRONT DOOR SECTION 3 #4 ® 12" O.C. 00 I N INSULATED HEATED SLAB PER PLAN (TYP. AT SHOWROOM) FIN. FLR. EL. �- PER PLAN T/FTG. EL. Y PER PLAN 3/4"=1'-0° S301 0 I SEE TYP. COLUMN COLUMN PER PLAN BASE PLATE DETAIL SHT. S324 I COLUMN ISOLATION JOINT FIN. FLR. EL. PER PLANOL T FTG. EL. PER PLAN p D INTERIOR COLUMN SECTION T 3/4"=1'-0" S301 PRECAST WALL PANEL FIN. FLR. EL. PER PLAN T/FTG. EL. PER PLAN p D p. a. PRECAST CONNECTION DESIGNED AND SUPPLIED p BY PRECAST SUPPLIER & INSTALLED BY FOOTING CONTRACTOR INTERIOR PRECAST WALL SECTION 11 3/4"=1'-0° S301 2'-0" EXTERIOR WALL & ' FINISH PER ARCH I 2'-0" fl #4 ® 12" O.C. °O I I CV INSULATED HEATED OVERHEAD DOOR PER ARCH. 1 I I SLAB PER PLAN 1 (TYP. AT SHOWROOM) FIN. FLR. EL. PER PLAN 4 I�P' #4 CONT. a D I o a T FTG. EL. a _ ° PER PLAN PRECAST CONC. KNEE WALL _ BEYOND (SEE ARCH.) 4 `� 7 � I ° ° I FOOTING PER PLAN (TYP.) �• °'. FOOTING AT STOREFRONT OVERHEAD DOOR SECTION 4 3/4"=1'-0" S301 PRECAST WALL PANEL EXTERIOR PRECAST WALL SECTION S 3/4"=1'-0" S301 D.A a ba' P P a D p a A b A A a b b A D FOOTING REINFORCEMENT SOME WALL FOOTINGS REQUIRE TIES AND TOP BARS. SEE WALL FOOTING SCHEDULE ON S201 & S202 FOR WALL FOOTING REINFORCEMENT. TIES AND TOP BARS ARE NOT SHOWN IN ALL SECTIONS WHERE THEY OCCUR. THE ABOVE SECTION DEPICTS A WALL FOOTING WITH TIES AND TOP BARS. Uw ~wz �NZ � 50 �12m SLAB PER PLAN �a=c 'LwU=-Iw9-'5�zF EQ5 FIN. FLR Z D,, t PER PLAN 0 O Z LL_ a J T/FTG. EL. Q J � U D PER PLAN RAKE GROUT BACK 1/2" P LdW Ld Q W J O o Z J Q GROUT SPACE BETWEEN a p D PRECAST CONNECTION PANEL AND FOOTING �° DESIGNED AND SUPPLIED FULL LENGTH OF FTG. D D BY PRECAST SUPPLIER & INSTALLED BY FOOTING PLASTIC SHIM STACK b . P A . ' CONTRACTOR a� �ND I A' A EXTERIOR PRECAST WALL SECTION S 3/4"=1'-0" S301 D.A a ba' P P a D p a A b A A a b b A D FOOTING REINFORCEMENT SOME WALL FOOTINGS REQUIRE TIES AND TOP BARS. SEE WALL FOOTING SCHEDULE ON S201 & S202 FOR WALL FOOTING REINFORCEMENT. TIES AND TOP BARS ARE NOT SHOWN IN ALL SECTIONS WHERE THEY OCCUR. THE ABOVE SECTION DEPICTS A WALL FOOTING WITH TIES AND TOP BARS. 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