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i • 2 ■ 3 • 4 ■ 5 ■ 6 • 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ 8" REINF. MASONRY 1/2" BITUMINOUS BOARD \\ I H ISOLATION JOINT DOWELS AT VERTICAL WALL REINFORCEMENT WITH 50 CONCRETE SLAB - SEE PLAN BAR DIA LAP SPLICE T.O. SLAB ELEV = SEE PLAN 77- GRADE -SEE CIVIL VAPOR BARRIER - SEE ARCH DRAWINGS GROUT SOLID BELOW GRADE T.O. FOOTING ELEV = SEE PLAN _ SEE FOUNDATION PLAN AND/OR FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. TYPICAL PERIMETER SECTION 3/4" = 1'-0" 3/4" = 1'-0" .L T.O. SOIL EL.= SEE CI% ACI STD 90 DEG. HOOK 3" CONT #4 ALONG EDGE CONCRETE SLAB v�i MASONRY WALL BEYOND - SEE PLAN SLOPE DOWN 1/8" CONCRETE SLAB - SEE PLAN PER FT. i T.O. SLAB " ELEV = SEE PLAN ^i I i. \- VAPOR BARRIER - SEE ARCH i 1 ' DRAWINGS (2) CONT. COURSES OF MASONRY GROUTED SOLID. T.O. FOOTING ELEV = SEE PLAN SEE FOUNDATION PLAN AND/OR FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. 2 TYPICAL DOORWAY SECTION s602 3/4" = 1'-0" 3/4" = 1'-0" ,LT.O. SOIL EL.= SEE CI\j ACI STD 90 DEG. HOOK 3" SEE SCHEDULE FOR ALTERNATING TOP TRANSVERS BARS CONCRETE SLAB (2) #4 CONT. - SEE PLAN NOTE - (1) TOP AND (1) BOTTOM CONT. #4 TOP AND BOTTOM ALONG EDGE SUPPORT BLOCKS AT T-0" O.C. U (V o J co _ m 3 "0.67 TS" THICKENED SLAB EDGE 5602 3/4" = 1'-0" GENERATOR PAD SECTION 3/4" = 1'-0" (2) #4 CONT. - (1) TOP AND (1) BOTTOM ALONG EDGE SEE SCHEDULE FOR ALTERNATING TOP TRANSVERS BARS L'I CONCRETE SLAB d _z � I , 0 1� it 1 SUPPORT BLOCKS AT T-0" O.C. U ih CONT. #4 "1.0 TS" THICKENED SLAB EDGE 3/4" = 1'-0" SEE SCHEDULE FOR ALTERNATING ALTERNATE: TOP TRANSVERS BARS #4x4'-6"LG AND # 4x3'-0"LG AT 18" O.C. CONCRETE SLAB - SEE PLAN NOTES z SEE FOUNDATION PLAN 7 NOTES FOR SLAB U REINFORCEMENT M (4) #4 CONT. (2) TOP AND (2) BOTTOM "1.33 TS" THICKENED SLAB EDGE 3/4" = 1'-0" 12" MIN TYPICAL FUEL TANK PAD 3/4" = 1'-0" N O O O 0 T- 6" ih WALL FOOTING - SEE PLAN MAX. EL. = SEE PLAN d b T.O. FTG WALL FOOTING REINF. - SEE SCHEDULE McEtroyEngineering. STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.87" WEBSITE: rncdroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 5,13.79AND CI€APTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 owIla!/J/// = No. 44741 STATE OF rr=r�0RID�'-'4 �'` F .. loll I tZ�ZzlZl Ad've%ntHealth ZEPHYRHILLS ZEPHYRHILLS GENERATOR ADDITION wrisHunton A R C H I T E C T DATE SUBMISSION NO 12.17.21 CONSTRUCTION DOCUMENTS TYP. SECTION AT RETAINING WALL 11 TYP. SECTION AT RETAINING WALL 12 TYPICAL BLOCK OUT AT CONCRETE WALL 3/4" = 1'-0" 5602 3/4" = 1'-0" s602 1/2" = 1'-0" FOUNDATION DETAILS PROJ. NO. H-20232.00 SHEET DRAWN VMM S602 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ z ■ 41 ■ 10 ■ 11 ■ 12 ■ ■ r ■ 15 ■ 1� ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744