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25A-107 (16) FM < 1, ZO MAN A 11111111111`1 ll0 a;%� lot ;r• ii'•i '%'i� `:;; =3 C7 cog UM %r; HOW :::::: [ V Mons,v O b b i•a::�iji? iiii?ii?iii rt H� .a i :�:• t 3 a6 �m P i tx o j 7 7 tijSS m too 3 g 11 R p Y^ o 1 i 9 Z N� _ H L d 1 < yy R b a S 1. lug all �y v pp Pd R 0 N ff pp 7 f% = h imp 3 m N NOMM TENN m N O g 1 _ _ 9 s d 4 N < ! Qb O B S � � N Y b H U S � JJ }1 =pg 7 > i a 9 a� a Ifli all M i i � J I �g Y m ° Y r1 m j I � o Z i Z 1W z b W Up F Z o m M g� �hl N H= I OU oz [if 6 Bin- trim 03 w 126-'� /-115 b b I 1 1 a s b b b b fig ' 8 F_ '�. _ A_ j ■ r i / l,y l I _.I.N /11.� 1 , lei, com 8 gg I' Ir � t FA01 ix A \ i,L'K h * N $< N JFF g < gg m z Ilk pp 18 uI � U e� E � I ' I I S 9 I I I ttl Sr PJA PL-11 IN ITI MITI AMA rl ' r A A it-i• 1 °•'I .� � \ z \ I \ Jv I m \ r N t-tit 0 t —1 W_3. p� (Z i s 71.A N tan 13-�' / ►- � m W V_8. R W ± A A 1s,-�• d I \ 3 I \ Z -tt N LI� 4n rn p =t a /Y 3 mr-ul 70 D g mmmm3 3 N�01 AA(1(lD 3 �JQj 3 A w N—,,,—•'' nl r-A ' Apk ��rx���X�XX�X��XX 3 fi _r c3 c3�JUiiluliitu Z� b ii �+ Otl _ n' o �NNNIP IN Ip II�D—r ~D'z � � Wow N— � 6�6�8�6•AAAA wn' o t 3_o u!au! �ww_=�? (1y2'n WW1✓B��V,y� lDV1D Am Z� -i �A � •� 0/010P� _ _ 6 Ab D m L ?NZ 0 IEC-2 § - 2© 2 �! � �{ # ! � \ ` ƒ \ �$ � ; % � « � \ k | � � | % | « � - � @\ ■ _gy m §® �/ƒ &§§ \-4 qa k { � m Q & k� , •m m � 6 k| 2 / J � ■ �� | � � � � § % 2 i a tr m E 0 E E (P d ( E O - 5W n ti u all u _ e po m I+ I m N o o Il b A � r o o, r-r � I ° ° I - b -L w o U w Cl Ol w D i. E 0~ 000 Z oNm Sg � �° Ori7p �noRm p = a� m m�o 4UR d r m N - Dm_3 �r T24 nt r O 3(lm���'rnpAtnr a N � m� YP �A�Dp-am �e� �o o=a, OzN @III m -r r-- 3 a E b�-e(1�7 ,-. O <�3D t�pp N r�Ori� +--r-!�7n�PIM O �� i0 C� ° f ro rcaZ ^g D Itr O m17�"xt11rD m — �m Z (1 D am o a o_0 0 U-.wm n g3� am ADNm ��r"AD Nt at D �I1Q�rR �r� 6 79—NAy �I�ai °� N N0 o nl N629A q�" dmr�i Om gA� t m � DA ,�DmN ZD m� DmrO"xi rat D Ar DD+ �ND3j W W `A gyT— DN _ N �_A @ l 606 Q. 0� a O 15 ti, e �f, $ 4 zF m 2u 1r�mD mN o3TO0 nm 005 �o r r N Liu(T� N i ?U M U--1 tp Inr r A333 m /� 9 06n; E�EIE ; N ° n Puu r �fin � - '� �► � n 7r- , w Ito 0 rn r Ord (l r A'E O J> c C1 OO 25'-3"OUT-TO-OUT OF CONCRETE rn B C D N 'I'-41/4" 8'-4" T-41/4" I'-11/4" U m --1 tit-ti d rn r I Irl" 11/2" d Sa n to ul b a B N a a z 0 D� w r u O !� ro-ol (Hold This Dimension) P-4 114" 22'-6 1/2" 1'-4 114" lb a ul 0 ar Z z N B � B a t� d o) r �rn -4- W 3 d p I I/2" w 1 1/2" d Ttl a K V-11/4" 7'-4I/4" B'-4" 7'-41/4" I'-I I/4" 4 � B G D u o d J 6 w A 9 r n m w� C ij� (P I nn . _4 T yyCC44 b I T9 iti z A� � -a �9 n �a a O �•-�- z Cp law U� 1:2 Q l O (Cff > 2� a � - m� �@� �fp{ u D� M sj NLu Lu 2 - �, �+ ♦ g g r r al T a tit 1 �a ND N Gig Pa a a y z 0 ° W � V e r 0O D kp o ML X Dg xa mull I� I� {� Ifp� Ip� I� Ip� 1� {� {� Ii: ° o 0 d I a ? X C r � � ° a � o Noahampfon MA 01060 4135865775 Metcalfe Associates January 28, 2002 Chris Aquadro 355 Bridge St., Northampton , Ma. 01061 krchitecture RE: Metal Storage building& Flood control issues Tmf,om W Meicolfe III,AIA Dear Chris, The project drawings "Heritage Building Systems, N.Little Rock, AR" "Customer; Chris Aquadro" "Job No. MAX 18624, dated 1/ 9 / 02, on 8 rnterior Design sheets# 1 of 1 & # 1-7 show the wall construction method and the anchoring means. This will enable this building to both produce a minimum of flood dispersion in addition to having the means to prevent dislodging of the structure. It does not have an ability to even float after being reduced to a loose pile of material. The wall and roof trusses are well secure to the concrete slab and foundation. The building would not float if torn from the anchors as it has no lower floor to create buoyancy. The electric power panels shall be placed above the flood level of water as a precautionary measure to avoid loss of power and its hazards. The anchors are sufficient to withstand the type and velocity of flood waters that could reach the building. As long as the diagonal bracing is created as drawn, the building will withstand the horizontal water pressure over 5 feet above slab level. The volume of water dispersion is minimal due to the fact that the wall materials including the insulation are thin and the door and wall details joints are not sealed. The building and wall will fill up with water leaving the displacement to only the siding and column thickness' that are below a potential water level. The amount is -45 sq. ft. of plan cross sectional area and it therefore= -45 cu. ft. for every foot of water depth above slab in its displacement for a flow through design. If you need any more help, please call. EttED aR�H� � N�.6b8b tsincerely, C, q to o � etcalfe r V y _v �y , I ood p a i r K T M � r,g= K � o� � 31 iti 20 A E3 A C @ P P V-] 1/4" W-4" I4 1/4" l) 1'-]1/4" z O iii 7l U Ill 1- 1 112 SS n Q O ("old lhle Dlmc elon) P-4 1/4" 22'-6 1/2" 1'-4 1/4 ra (p U3 S S ul F 1 1/2" 1'-I1/d"- T-4 1/4" 8"-4- oc- T-41/d" - I'-11/4" Fie �u • Eck oF---------�--4-- - arY n 4