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920 Mayport Road - Anchor Bolts Letter P.O. Box 444 Mobile: (229) 237 -4259 2149 Nell Purvis Road Home: (229) 896 -1177 Adel, GA 31620 \ . Fax: (229) 896 -4829 December 29, 2015 Russell Flint Flint Construction 1817 3r Street North Jacksonville Beach, FL 32250 RE: Pre - engineered building for Moto Electric Carts, Atlantic Beach, FL Russell: It is my understanding that some anchor bolts were misplaced when the foundation was constructed. I understand that the misplaced bolts are located at two roll up doors and four interior mezzanine columns. Also, I understand that the misplaced anchor bolts were replaced with 5/8" diameter "Red Head" fasteners where the plans specify 3/4" diameter bolts. The columns at the door jambs are not designed as structural mernbers therefore the forces are minimal and the "Red Head " bolts that are installed are structurally adequate. Likewise the mezzanine columns have only vertical loads which react in a downward direction. Because the forces are all downward the bolts are not subject to tensile or shear stresses. Therefore the "Red Head" bolts installed at these locations are also structurally adequate. If you have any further questions feel free to contact me. Sincerely, Gregory S. Barfield, P.E. License # 54419 outgun �**S ..�1G6�iie�,,'v S . No 54419 . 4 ;• . 7,--- Q� . 0 % b. . R 1 / RP ' s/ -- +e:, ? vol- Email: greg- barfield @windstream.net 1? - 2 - 7 5. L - 0 O - 0 o -1 c- 3se 7 2 / / / / m K ° § G (3 $ \ -o ® G 2 c _ 2 ] # \ q ] ° & \ > % § cp 0 CO ■ " • i s • .- 0. & § _ & } o n Q / \ / & / J D a k\ k / M co \ \ \ \ $ ) / \ ° 0 70= � CD - w . ® m � 2 / c__ .. f Q- / - ( h ? } � \ E ( \ m / \ N Z c 2/ 2 ¢ % 2 / z © / E c / / / \ $ § 2 > o % Z / \ / (1) 0 c ® ° 7:1 C a H ) \ \ |q 0 / / \ q 0 / �e ƒ to o a % O 0 0 2¥ _ k < z > § { m @ � 0 - \ \ o E m o § \ k / j \ k ( / o \ 3 v) 3 \ � o / t j « § ( 2 q °} ® 0) s ° \ CD Sir o \ 1r 0 / ƒ £ 11) CD ch / § ii / § O 2 > uDr—' / IO > . . ,-5- 2 xjo c_ ƒ om2-mG m , 2� =«�z =_ % °gG23/ _ Ch -- rn § \( - R = \ * 2 z � & 2 = �� r m § « f § g , [ m 2 2 Q z K § o % m § ° $ ƒ4$f m o 2 \ 0 a §o = 2 f c > 02 \ 2 0 co z > \ 0 m f «o c - 0) m § 2 % § > 3 - o a co x (0 J > $ 3 m 'a \ \ \ o § 0", % § z O \ \ \ \ m D cp - c 0 — z ƒ —1 2 § ® 3 @ § E 2 / 0 . e ] G / o / » c m a z 2 o / / _ ] 0 » ( 0 2 § g c CO y \ 2 ( co R E \ \ \ S a > § ro cn \ \ 2� ol g [ § ( \ « J / -0 0 j § / ) O 7 - \ / — ( co - 0 0 0. _ e 2 . _ ND $ 9 \ \ / NJ 2