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SELVA MARINA DR 1665 ,r 11116 ww.rf+ • - 40*1 Fwewsatawr sourw .. //• x t s 1•It f•••at.carr t.arre•a 1=Il ty. �� II►...T JL.� oe1MT Vll�f � L . .' •LAtZIC G1.S• - - L T►A1TIC Cla.• ' 2V i1" 41• • • /fry _ -' ,'�.+♦' " \ti \:_ „\ / , Toga Rd wwoeK r . a� 'M16HVwLarca7 — - - —� JF vn�i►.act j 1 wT FLYO89SCw1MT i' I I _.� i � T s ' I 1 Ls4111110 ■(O TLS S•O� TYGt1), I Mtwnt VIQT� 7rt f _ I _ o� �. - • .. •'. .. • ; - .- I/.�/�,��scl� MKS` - / twh. IFL w• s.,. I .►. "swT � ) 1 _ YMON - Sh? 1At CNT. S �( I I \ ! \ T I.116 /• N•••t eYM j I 1 , - i y�) }}}rrr■��� i•M •.its j ( ' � 1. _ I 1 I M • i IiA i w 3 I 40 �� I� T.O�NIGH ---- - I I I •j / aitNALKT F 3 � 'r- IL wr IL A. - I. I• v I III > Mr - WP. Tw■wfn FLOIQS To Sdarcu Iw Feyert dir —r T• PLege S DwtwV�WAy ,1.Ii.M T PPRP E • tee , 'A ��O•� LECT rLICAL P.I:AN - BETTER HOMES FOR All AMER16A : PLAN 'NO.-.3709-A `�'" Better Homes &Gard/end" ' N a Meredith PUDQshing Co•1961 M doff fawned Pdntd 4,U"Stabs of"Wks ' - Tis lan has been prepared to meet tpp pro- SIX j h p SHE Q MA•, t" NY _ 01 fessional standards and practices. However, local variations may re uin mirtior chonges. j�TAI '` µ q twswi Verify dimensions on Job,,r r f . r • i - t. C. 5 r tJ - 4 .. •T' t t :L�' - t , _ 1 , „ / t •i �t , 1 , t t n : S !A Q J. r f i ,r •r - 1 f. 1 r - , - r /l / , oo of ROV Arc ai nt� m ee . G.Q. Q. , . i - .. �•`� � _ � Itttt 111111' Ntl N•N•• J tai • I - .. - Wino' n•• . � »••• 7 10 V - _��' /t',J� o• in r � _ , t • - p _ q , f t. i� , s •e - t y M p r �AL! f _ _ rt 1 L� O� G 1 _ t A. 6 A�1 l , , : , s �l - , , , r 1 \:Y it A , 1 s , r _ n t r f.• :I J - f 1. • 1 ..i ,r. r x _ t , 'r• 5 v -•r' . r •r' 1 ' t Y. 3 , u - ia : 1 zip_- 2 ADDENDUM This plan approved subject to the following provisions being included in the building: In hollow masonry unit construction, each unit cell shall be reinforced with at least one No. 5 bar at all corners; poured and tamped with concrete; such reinforcing shall be properly tied into the footing and spandrel beam. All wood truss rafters---roof construction shall be securely fastened to the exterior walls with approved hurricane anchors or clips. Footings shall be continuous monolithic concrete under exteriot walls, reinforced with two 5/8" deformed reinforcing rods for one-story building and three 5/8" deformed reinforcing rods for two-story buildings. Reinforcing rods shall be placed in the lower one-third of the footings, properly placed and fastened on metal saddles with wire. Footings shall be 20" wide and 8" thick minimum. The undersigned hereby certifies that he has read the above and understands that this addendum takes precedence over any contrary details to the plans and specifications and agrees to comply with the intent of this addendum. BY: 4- Contractor Owner