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I li mig1 1I111 li Ilhl IpB I IE1111p1 11 GIB'1 P 111 I sI I I { I P fT II 1 1 U I I I I I I I fl I r11M11 I I!'" - - - -- - - -_ -- — J .- - (SEE DETAIL) ri ASTM C 33. 4. Reinforcin steel shall conform to ASTM A-615, GRADE 60 L g 5. All concrete reinforcement shall be detailed, fabricated, labeled, supported XISTi G RO pp I I �. i I and spaced informs and secured in place in accordance with the TO REMAIN I I I procedures outlined in the latest edition of the "g Requirements Code uirements for Reinforced Concrete ACI 316-9,,5 and the Manuals of Standard Practice I I KEY PLAN for Detailing Reinforced Concrete Structure", ACI 315 latest edition. � SCALE: 1 /S"= 1'-O" 6. All bar splices and dowels shall lap as per requirements of ACI 318-g5. - FOUNDATIONS: ROOF/FRAMING PLAN NEW DRIVE THRU ADDITION SCALE: 1 /4"= 1'-01I 1. Footing design based on minimum allowable soil bearing pressure of 2000 psf: NOTE: 2. If footin elevation occurs in disturbed, unstable or unsuitable soil, the INSTALL NEW DOOR PER g Engineer shall be notified and necessary adjustments shall be made per his MANUFACTURER INSTRUCTIONS, instructions. NEW PRE -CAST gll MIN. all MIN. 3. Caution shall be used when operating vibratory compaction equipment near 4" CONC, SLAB W/ 6x(o DOOR LINTEL existing structures to avoid the risk of damaging the existing structure. W/(1)"5 REINF W 2.IxW 2.1 W.W.M. OVER 10 MIL, VISOUEEN VAPOR STRUCTURAL STEEL: BARRIER TAPED OVER S2 69 '-i/2n ,.. ..: s. ,,.r• .•�• 1. Structural Steel W flange shall be of ASTM A-50 steel (U.ON.), others A-36 CLEAN COMPACTED FILL T.O. OPENING t TERMITE TREATED 801E Provide Fy= 46 ksl for structural tubing _r a• 2. All erection and fabrication of structural steel shall conform to the 14 3/8' 2'- 11 5/8' EXIST. CMU WALL requirements of the RISC manual of steel construction, latest edition and AISC Code of Standard Practice, latest edition. *5 VERT. (25" LE LAP. MIN.) •. .. .: :. 3. All bolted steel connections are to be standard AISC bolted connections as per AISC Manual and shall be capable of supporting maximum allowable uniform beam loads, as determined from tables of uniform load constants of the 2' 0,, i-- -- — — 1 PROVIDE NEW 6" AISC Manual. All bolts shall be high strength ASTM A-325: I CMU AT EACH •II ROUGH OPNG. h• 4. All welds are to conform to AISC standards and load tables. _ T SIDE t FILL CELL m' 5. Welded connections shall develop the full shear and/or moment capacity of W/ CONCRETE ° the members connected. 6. Submit steel erection and shop drawings for review. EMBED wo REINF. 4 4" INTO EXIST. •,''I :.. ..I:' VERIFICATION OF FIELD CONDITIONS: f FOOTING (DRILL I. Contractor shall verify all field conditions and dimensions relative to same. I I I I ( HOLE 4 EPDXY) Where there are conflicts between actual field conditions and data presented EXIS�lNb SLAB ON-/ in the drawings, such conditions shall be called to the Engineer's attention i I f GRAibE TO REMAIN and necessary adjustments made per their instructions. 4' FINISH FLOOR '. .. • . . 2. If there are any discrepancies between these Structural Notes and the Specifications, the stricter of the two shall govern. TO BE REMOVED FOUNDATION PLAN @ NEW DRIVE THRU ADDITION NEW OPENING DETAIL SCALE: 1 /4"= 1'-0" SCALE: 1 /2"= 1-0" r w O 0 N Q� N • O oar — p z �. 0 M WIZQ c- Q LL O o O W tf.- ct Z U) `.. O p O t- '� z ? U) l a. 0 o 92 Q z U 0 U,) L M SEAL: tO ORBEC30SO FLORIDA P.E. 3S769 DATE: 019-2(o-I(o �T— CONSULTANT: ORB ENGINEERING INC. 202 DORIS DR. SUITE 103 LAKELAND, FL. 3381.3 PH. (863)667-0500 - �� FAX (863)667-0501 z 0 n~. U w 0 F7 F.! ZLU O o in N h OD z w w w w w w w w z _ CM (� n M W W C) Q I.L z > 0 W �~ J LLLL. J D W m J UJ J J o :D J = V a m Q 1- Hofw ti ..� w � Oft � W M U) W Ln JOB NUMBER: 03-16 DATE: 5-9-2016 DRAWN BY: S.M.O.