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AP-PROVED
CITY OF ATLANTIC BEACH
BUILDING OFFICE y
r 1989
By
SCALE: w ' 1 APPROVED BY: DRAWN BY f !
DATE' f REVISED
DRAWING NUMBER
18%24 PHINT90 ON NO.1000H CLEAAPFIJM• -- _ _..•-, . _ _ . ..5.":,,.:
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a• -�� ._ . } ( , i�,� t -�'/ t� GENERAL NC)TES
! " *\_- FM��. t.+ •-. �`"r"•' ..,. '1� w� ��� �, t 1. DESIGN LOADS:
--`.. !" 1 rrl�� floor. P.s 1 a f' p.s,f. ttva load
j[� r f. Iva to d fico 3D
?r, ,� _ ..s ..±_ �.at+r- '•".-,�• •r r, ri •�` r v } 10 p.s.f, dead load 10 P•s-(. dead load
-
Y ,, * .,_��" '��""""" 1 , f `% •^ v-!. 1 Suit Presaurc 2000 p.s.l.
`\ \1� � �: , / 7 ."`•'L. �/ .-t �`f} N TE: Verity f design••YY - u `Zr `l 0 Y IOadS earth local COdtlS 6 site conditions.
+a,us..w `,. �,d� • r Y�ts• ��-. - r s.•+ I' rl Y ��. W•Z�yy' (7, ) Chock with Ipcal building dept. officials (4r wind,
i1/-.
'" �'� .� \ 1� lea' s o u�'+( f.• I r' i ti, ![_ CONCPC1Ceismic. snow or otnar special loading conditions.
`,- b
-_ , ti \ �ti -,,..+�.µ ) 1L~hr 'jr'i r ^ y. 1 ,'- A. un�ss otherwise noted, all sllabs 4n grade shall be 3000
w i S1 F .
y "' ^r• x ' y v..,> X7!4_`, % r% �� /1 ri 'II D•+•I. (28 day compressive stvang[h) concrete on 4" sand or :•ne..
4 r •,r �` ly y'� y s / Z ti n, gravel fill with 6x6.10/IDuSrM reinforcing. Interior ;labs.:
.. , `y- � �� ` 4" '�!;1_,4ti.,�, y, �` iyFl- , `•J_� ,•r 101
small be 413040 on a 6 mil p411ye.hylene vapor barrier.
'''i"t '"� \1`'\ •� 1. _y m �•�. s �w„ _�� ��� / (�. 'ac's �'x • •drr� ( ( B. Provide j" eapdnslod joint m41[arial between all Concrete slab;
,� \ - .. -1s;S�,_'^_�- Is j t•�f and abutting concrete or masonry walls occurring in 4ACarlor
•`•-� Y+.L - •, ? s ur unneatad Interior areas. •.' r .
111, rounDAT1oNS
tR' r I --•�- r• r ." I -i- ' -� t �� ',ems y A.Ve:ly uebth of frost frxl�ngs with l��ai codes. rl
- = -- •� 1 ---�-:- \ r r v' - r B. Univas otherwise noted, foundation walls sndll be constructed
with
�A1�..nry�t + { ��' _ ( r T �1 F ?• - -t{ ti t. ,t 1I/ r"r.-,y •{� 1- 6racle "N", Type 1, hO11Pr load-bearing concrete masonry
units.
F -
6 •Ir - t , Type •.H„ mortar.
i
j .'r,� .+ `~ { ""' - ;I -«�: r•-• _ - ` -•I I__, qty_. , ..y,,,L 3. Hurr[dnlal reinforcing "Dur-O-w'a l" continuous every
' o[nar block courses.
_.... .--"r-,•y '�;...ay,.� ; _ ,� (w..... 1 - _ 'N%Ifq`''� '.}tA i f -- ' - •`r•`�-•Ir I 4. ' .
I 't ,.,y r4rticnl Reinforcing: Reinforce watts of e..cavaced area;
' • ' r,i �•^-. ' �` ` 'A � , `r•'t`.� wi tm /J vertical rsbars all 4'-0" o,t:. L at each corner 4_71 1
,°� 1111/ jrJ' ! 1» O( openings,
`r y-'�,• ,, ) �) ( 1 ~ ~. .f r �T t�•�•'•- 5. plata 1/2' did. x 12 silll place dncnnr bolts at each .,
(� s ,✓� ,,.., �• + �, Ir •, vertical rebar (-hare occurring) or.at 6'^0" o,e. i at each
curnar L both sides of openings.
�Q �I r ! 1 •r ` r� , � a r , 6.
waterproof walls of excavated arras with two coactof
1r troweled on
w,1 r asphaltic base waterproofing tcxn4aund.
�, /S/ � (, l "", "'ry. s/ vii�l �'ps��y 'fie,., �t�yFt• •ice' ]. 6'' did. drainage tiles at Perimeter of eAcavated areax. „
). •- - ���'^ -� I �•/� j )�r`•?�,'�_ r• jW') •� �__� q,s- „ t,�,!' s.l '( t{ tiy� Rfj"y , •XtfB•. "`t• 1 Cover top of joints w/15 to, felt L minimum of 18" soar;a
m rs ••��yl. tl?v� ,f ./�•'y ^'-.'.�_�-._ - _ ."t•. (n !""� y�'rj�.` ;/ t-t?^ P --� .. 2- j .~T ru�A r gravel. 51 a ti In / 6"
y11 [�tjt/+�GA• L ,! t]y l F o gr a Pa 3 t Per ft. min. to Point of
, / r. •s Ham'" �L v .' I_" r- "M,1'1y discharge,
'%� J ��� ...w.�, f(�+! rj {'' j ,,,J y}•,�c�'° t•(p� r ` }��t ?' _ C. Provide termite protection as required by HUD min. properly
r •�+ ' _. L,j,JJm�i.d'd/ ' i l 111 �j)' �r� 1.-..1-• .d��.. 'j�n 1 !� �, `___ -� standrrds. -
f - '
"1V. S1i1UCTUa.i,l STEEL:
.��r ,: , ��, { i! rig II 4 JL' r 1 [�� ✓L '►t Im'•/' it "1 i _ �A, structural steal shall cumform with ASTM Spet,lfi4ation A-36.
-�• J / t„tn ,•I I f� 9 , r' ,.r+34-E �[',.,1,•• ,' 77yff _ '� - wA,�`" fx- fit 8.^ Unless otherwise noted, provide a 2-by plata bPledkl to the top -
(� \ s iYf�f r I�' 1. + '1 • Y�� y +,71rr• _Y,�, ,J_ r./„ t Y Y � _ flonqu 4f all Steel beams .ritlh 3/8" did. bolts staggered At ,
j ( ✓ lr� t T Yr j �// -2Q u._c. AigidTy fasten el I connecting rafters and joists.
V. - - -- .
f/i r. •^ "J J 1.� m `{ - ' a 1 s Y, r. _ - ,•.- . -�-'� _ ) A. t.nme%% 4[heroI noted, framlmg lumber shall be Douglas fir ,{
•( s < } f °ys•;¢as7. c,n tructlun grade. Badms, hwaders t floor joists shall have
4
zole
B. unlas Sr
u�hera6d
anoted, prvvstress 4<dei200 P•l.i.
. �� Y �d.. " ✓'," I _�,.._._ ._ .. ''�•_,
I. Ovubla herder jvrst% L [dimmers at all elope openings.
_ •w � � 2 Double rusts under all pwrallel partitions. 1
3 Up with
L ..` o a•uuanars /otnerM se notedon plan)
between ( 4ra4r
�Units•s
•h'4 - JV�•�, � 1 4 Ru vt 1 r3' truss brrujpinu per cine span.
5. li ear Lunscruttiur- 1/1" plywood sheathing with exterior
va under I/2" pl r•+wud ornate torment with building paper
,.� butwnan. IOptiunai 314" Ituny..e L groove undariayment) {�
6. liar water resistant gy;.suml board for .ells L tailings. !fl
.r usa plywood undarlaymCnt Ifl00ring with e.%[erior glue In
all Oath L [011e[ areas.
7. E.t4riur wall sheathing: 1" extruded foam boards with
i,. 1/21,448" wide C-D art, pl)Ywuod both directions at all rt .z •I
ry curnar%. (Minimum R-5.) x blJ�s
.'L r� 8. Ail interior walls t ce,liinys areto be covered with 1/11•
+ gypsum board, with metal (Ccl �• re inforciny, tape, float i d .
L sand, (3 Coats? Garago walls L ceilings to be covered
APPROVED
t�, ifs Q v
with 5/8" f i rec�xte gypsum board. l m
O A�1. NTIC WAN t, j^tar trim L finishes to pre srler-tby Deaner.CM
. - D. "micro Lam" manufrctured or Tiruss roes%[E Corp.. BOisa. Idaho. •�
SUILMIN B 0"IC11 Banding strdss fb-2500 Psi. 7n;% product is at Manufactured
glued-laminated wwd product -ith small lamination similar �* }
° A ,•y to ptv.coc. Check with your ]local truss manufacturer for
itl{ local availability. J
MIStEU-AN[OUS: y
` A.Un�asy'dth4 rwisn n.)trd, pruvlute:
1. R-13 batt Ins.tiuti On In rill eater.or halls L A-35 Da[L (`y
insulation in all llu0r%. telling Ur rafters ad)aCent to
i A
the a#tori r Ur to unnedtMd SpJCr - t,� %v T r•'!'^� '/
1. Install 4 roil pplyethylenma vawr carriers against inside
of all Insulation. I t .
1-1/Y' Rigid Insular ion as rrrsonry fovndatidn walls. / t
min. A-S-
Insula[my double q'rciriy at ail a"ter.pr ui,lss areas L ��, ••� �
a t h tem96rad glass In All sll,dingMAY
gloss dPPY% G winao-s less m
{� r�J� teen 30" above floor, (Clheck local codes for glazing
fGl ra7,+l rements.) W
5. Caulking at all sash, slilding glass dwrs, entrance doors T L YW
t and bottom plates. V
� �1ry ��� b. you will want CO dtoneouldur ether glass areas face a
pii111{]� V sunny exposure and one your
of the direct wind. You all? 4
Ll�igs`wA rlsu wan[ to be sura Your t4ntractur installs ilde w111
and calling Insulation Ing continuous blankets without
hulas for electric bores land 119hE Fixtures or heating C w
ductwork. Hell fitted,, gwality windows and doors, and +ate
stoem sash where used, wlIt pay for themselves In air
D s Infiltration savings. Gemerous caulking at a1I OPanings
ma4s3 a substantial ange mead savings. i
Plan and ar a coat do changes may have een made from the
preliminary plan renderings t hot appeared In the publicatlon. : Y.
we last these changes enhanco� the character and value of the l
F B ,990 ho".
Building and Zoning
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DATE: '^l �� MAP.` j Q REVISED `�•�
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DRAWING NUMBER
18 X 24 PRINTED ON NO.1000H CLEARPRINT•
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FOUNDATOON A` ' DRAWING NUMBER
X 24 PRIMED ON NO.1000N CLEARPRINY r
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