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i. FII rracenal and work shall be fini5hed and wrrpleced m smcc aworoanw vnch all provisons
of the appLcable ampced �rodel bwlding wde. arrendrrents. ordinanws and all referenwd
s[
andards.
2 6enerl Contrctor shall mrrply with the current Netional Fve Protection Assoaetion
reg�lsv _. _ lortl b� I� I fire rrs �_ I al_
3- Fire e;:e r gus4 ers s4 all be provided eccordmg eo eM1e reqmremenes of eM1e govemmg
a�n�o��ces_
4_ finis4ed bi Id rgs s4 11 o pl� �nch c4e .dopced = ress bl ry rode-
5- Unde �o co�d oons s4all sc iccural membe be emoved. uq relo�ced. o' ocherwise
danaged wieM1oue engmeer's wrieeen consene_
6- Fire-scopping syscerr shall be inscalled co resisc che spread o4 fire. srroke. and geses
accordmg w all applicable codes-
Z Fire-resiscanc raced walls. fire blocking and drafscops shall noc be wrrpromsed. lessenmg
Sheir mSended usefulness m She sSrucSure.
8. 6eneral Contract�r t� promde rriswllaneous blocking and frarring as reo,wred t� suppom
fsang rrsrznsls, fixmres, speaalry irzrrs, and mrr_
Eartkiwork
- Assumed rabular allov�able soil bearmg pressure sM1ovm in IJesign Loads Grieeria accordmg to
che prescriPdve reo,wrerren[s for dass 3 rracenal in rrodel bwlding coda Foodng depch for
m ground shall noc be leso chan R'-O".
2. Notify Engineer of une;:pected subsurfaw conditions and discontinue work in affecred area
unv
nocified co mncinue.
3_ Place looring pads and bea�ing wall loorngs on ind_ bed� nacurlly mrrpncr� soil or on
properly compaceed fill below frost Ime- fJo noe place fooemgs or back fill over porous- we�
lrmen or spongy sub grade wr4aces-
4. Place incenor wncrece elah on-grade on a 2" bed of wrrpacced nacural :,and over a 6" bed
of croshed srone or p¢ run. Co�rpact each layer t� 95%. Mamtam opcvrmr �roismre content ro
a¢ain reqw
red densry.
S Corrp'cnon shall beacmrrphshed by plaang fill in approxvrately 6" hlts and rrechamclly
>rrpac�mg e=di hR ac le=sc co che spuified mmmum dry densry-
6- 3ark fillmg o4 M1oles around column sM1all be done vneM1 eM1e ezcavaeed soJ and compaceed
wndnuously ss che hole is being filled co mmmze secding . If gravelis w be used as bsck fill.ic
rrusc be a well-graded. crushed. granular aggregace sudi as IN-53's or IL-CA-6.
Con . .
crere�
I_ All mncretc work shsll mnforrr t� the current or referenced issues of "3uJdmg Code
Reqmrcrrents !or remlorceA Goncrete", AGI 3 I 8, LSpealicstion !or Strucmrsl mncrete !or
3uilAmgs', ACI30I, "Manual o! SrnAarA Prcocelor oerilmg KemlorceA Concrev Scrucmres'
adopced b che Arrercen Concrece I isdwce. and all ocher appropnace w idards as dicwced
by weacFier condiGons. sce condiGons reinfurcng sceel reomrerrencs. eco-
2. Au concrete e.posed r� weather shall be av eno-ained 5% +/- i%.
3 All mncretz shsll hs�e a 28 dy strength of 4 000 ps.
4_ All remlorong bars sliall mnlorrr to ASTM A615. graAe 60_
.:- Lap spLces shall be class 3 accordmg co che latest issue of die "Goncrece Kemforcmg Sceel
Insuw�e F1=ndbwk_ unless noced ocherwise-
6- Andior bolts snau conforrr w ASTM A309 or becce �- Ancnor bolts snall be carefuly placed
so chac o�od f-co s co posc brackec pl ce �e reou red
9. Co plered work �hall nor �ary frorr he plurrb frorr rhe level frorr rhe nd cared grade or
fro�r the planned postion �rore than I/4" m tzn feet.
8- All e..poseA eAges ! e shsll 1� �e 3/4" chsrrler_
9- Slab Fmislimg � 3roorr finisli all are=s ne=r e.m doors or as designaced m be'slip-resisrnC'
urlaces-
iy0_ Urder no condidors shall v,acer be added ro che con�s�ece rrw ac che�ob sc�
i. NI Ik q f I d g Fl f d c y d och p w of che
I2�s f g�� 1 III 1p � � f.
Neld d f b h II f ASTP1 AI8 _ I h w e d.
_ M I k� d d p� -d d� d I ook p� AQ � nd�CR51 !�� II b� �_ unless
1_ 4 kd 4 4 pl .
I4_ke fo �c �foo� gs -Ils-=dbe=msslallbero�c�iois-L=pb=s=m�mumof36
d =rrer,rs. i �less �oced oclen,se-
I 5- WFiere v,alls sic on colurrn 400dngs. provide dov,els 4or che v,alL Dov,els shall be tlie sarre
� ard p-� g- che e t -I -II �e fo��e �e c le oced ocYerv� e �cY I-p pl �e a�
ahovm on _he appl cabl s a. Ina all dowela n_he foo� nga forrra b f re wncre e� plawd.
Do NOT stick dowels mt� foocings after wncrete is plawd.
I 6- Field b d g!� ! g_ I_ p I b d
I�_ M e � ! g. I 4 II b s loll0 3' ! Aa s_ 2'
e all d� 4 e o4 .all d be e po ed w�M1e .e-�M1e I-e all pie - d column ees. and
3/4" at otYer faces and snucroral slabs urless sYowr or roted odierv. se-
18.Sa� Id. I/. .. ��iallbep dd 111b� �p d ISor
per ASTM � I 51 .
I 9_ All 1 II 1 1 wzl a h b I./ 1_ h II bz II 1 p -n f �rer or eng nzzrs
nscmc
20_ M rr rr 6 rr I�np bn �� e , red �nde � slnbs on g ade mnlo �rr g o ASTM E I 745.
Glass G or ASTM o439� Is-
2 i_ Fiber rres4 re r4or z�ere slall noc be used in place of sceel rein4orcng_ Mry be used co
M1elp resisesM1rmkage crackmg_
22_ Co�crece slurrp snall be 4" +/- I'l
25. Isolacion �omc5 for Slab-onyrade Shall be u5ed ac all bcacion5.
za. Fioo�.�ea.��e�. i�.����q �.o��po�m-, -,nau be �-,ea.
zs. co�e�oi�o��es snau ee �seo o� aeo�e y�aoe v.�us ae m�:�m�m spa���y or zs� o.�.
r-���snes �wne� appo�aeie�
I. Gypsmr board �raterial shall mnfor�r t� ASTM C4"14. Ut"IS and C36. NaJs shall mnfor�r r�
ASTM GS I4_ Screws (no_ 6 wsh �pereA heaA) rray be subsomteA !or the naJs LsteA d�he
ron4orm co ASTM 9954_ and =re =c le=sc 5/8" longer cM1an tM1e gypsum bo=rd c4uckness-
2_ Scre � hall be orr tted f�orr drywall ce I rgs w chin I 6" of parddon walls co help prevenc
� ackuy -lo g ceJmg /-II I ies-
3. In[erior finuhes shall have flarre spread and srroke developed indeve� [ha[ are leso [han or
�� � �� g �� �g e� �a��g �oae a��ov,�.
i s � � i �ppi�aei �
_ Ceil g I� snnll b gl� ss fiber fpSTM C764) w rp an R�=1 �e o! 38 r grester_
(.onple el� fll d caeed sp 'es- Leave o g-ps o voids-
2_ Place queer vapo ecarder or v: �� s de o4 rsulaco i and secure in place- Seal �oints and
noles arou�d pe�ecrado�s wich wpe-
3. Foodng m:,Wadon:,hall be 2" ngid foarr in:,Wadon (powCormng 31ue 3oard. or Fo,urvalenq.
4. Use msulation rratenals that rreet the Flarre spread and srroke developrrent ratmgs
reou re of ASTM E84.
SM1=er M �L
- Koo! � c. L Pre-fii .I .A galvel�rre p els, mlors as selecceA by o� ._ Ponels snall be rrm_
G9 gsi g
2_ Fs� s Sr I ss s� I-pped k9 - bo st,el s �� c4 - nvg I�-s4 _ EI �M se=1
a4 sh�o e�nsheee erl �olo-
3. I sc II f c p ce h m in d � g.
4. Cuc d d�� �p h II b 29 g g p f n h d I s I d by � e
-. fLdg - V Gdg I. v h . f 18 h pe f f fr
6. Ven d ff , M .. I 2 - ch pe f f ne f p sa f f ff p n=_I.
_Me�l w4�yEsdugd'p4-g scr gc4s4-IIb p F331d�g.l p p -- p
8- Provde (fomed) metal perels for proe uso�s 9roug4 roo� FII pa�el er _g4: e. �4 pl s.ic
rzmen�
9- Seal guccers wacer pghc wicFi plaspc cen�enc
I � �
� C � �
�
5'
00o s:
I_ 6:ie doors sM1all be operable 4rorr eM1e mside wmM1ouc cM1e use of a key or special knowledge or
effort.
z. 000� narov,a�e Si u e . paeie or p �,�m me �se or o,e � i� na,o a,o snau ,�c �eo� �e
tighrpnchng rghrg p g g f h',ur oope�are. Thurbru�tdead�rolKare
rrp/ �
p�on�b�eeo, ie�e� o� paooie oeaoboie �eieases a�era���bie. 000� m�esnoio snau �oe e:�eo
ne-hslf mch p/2") m height thresholds e.ceeding one-qusmzr mch p/h") m height shsll hs�e a
I,2 beveL Door d_ s snsll rreer open ng lorce � d sweep penod � .rren[s
3- txeerior doors eo M1ave AIJA-compliane M1ardware for e;:iemg reqmremenes��
4- Coord race inscalladon o4 door 4- �e vnch nasonry 4 gypsurr bo ��d v,alls 4or 4rarre anchor
placen�en[_
5. Overhead doors: (P-ynor Tri-core or eo,urvalenc) insulaced door for all ezcerior doors. (P.Qynor
5-24 or eo,uvalent) for mtenor doors.
6. 1landicp entrnces shall ha�e thresholds that �reet the reqmre�rent� of the appropriatz
- ssibilirycode
��. Minvrurr 48" x 48" IsnAing re reA on bom siAes o! egress Aoors anA illurrinated per
qm
cnapcer I 0 0� cne I�G wnJe buJding is orcupied-
Structurl5tcel:
I. The AISC Manual (ASD) current or referenced edition shall be used as the desgn stndard.
2_ All channels, angles k W, M k 5-shapes shall rreet the ASTM A-992 speo6coon_
3_ All stmcmrl plat s k bars shall be ASTM A36� unless noted otherwise
4_ All pipe shapes shall be ASTM A500 Grade G-
5- All -�e - id re.r g I- � 1155 s4 apes s4all be ASTM A500 Grade C-
6. lioc� p galvaniz ng (when �pecf ed) shall be done per ASTM A i 23.
9. All bolts wnnecting sreel t� sreel shall be 3/A" dia ASTM �31 25 6rade A325 Type i
8�s speafied otherwise.
All w� sM1sll be ASTM A563 unless speafied otM1erwise_
9 All wasners shall be ASTM F436 unless spenfied oenerwise-
I 0 All anchor rods shall be ASTM F I 554 Grade 55 unless specfied ochervnse-
I?hreaded rode ehall be ASTM A36 unleee epecfied ochervnee
I 25hop and field weldmy Shall be perforrred by welder5 certified for Che weld CypeS £ posRions
mvo
ved m accordanw vnth AN5 D I.I usmg 60 elearodes.
I 3. Strucmrl Stzel shall be gmen one coat of supphers standard shop prvrer. unless norcd
othermnse_
Mesonry�
. All mnocmcdon of reinforwd rraoonry wallo co be in accoroance vnch che 3uJding Code
Reo,wrerrenc5 for Concrece MaSonry Struccure5 (,SQ 530). (FQ 530. i) and all ocher appropriace
sGndards as dicGted by we2her mnditions_ ste mnditions_ remforang sreel reqmre�rents_
etc
2All nyslallmrrplywh ASTM � d� d. and.l Ilbeselecedlo�tleappropriarc
durab l ey 4or use B loraeon_ Golor i�hen appl cable- sh-II be selueed b ovmee
- hr = I SOOpsi - Muururr heighc o4 rrasonry hfu 5'-0"
- Ma:ururr heighc of grouc Lk: 5'-O"
3. Concre[e bbck rrin. wrrpre�orve [es[ streng[h on [he ne[ cros� sec[ion area: i 900psi.
3. Morbr: Type 5 reo,mred
4. 6rouc ASTM U�76, 2500ps wvh a slurrp of 8" rria d I O" rr�.
5_ Ke �lorc �g.ly = 60pOOps wid a in_ lap o! 48 diarreters_
6-3lockwallsshall4eves�ndardcnss�orcrenforcemercacl6"or_vercraL Incersecung
alls sYiall be wnnecced using sdaps and groucas specfied in ACI 530_ Joinc reinforcerrenc
sliall be diswndnuous clirough wncrol�oints-
9. M- ca r n�a�or ry wurses co ur forn� d rrersion. Fo � verdcal ard Yor zontal �oints of umforn�
chickne�o and all �omb shall be cooled.
B.Wallcavyrrosrureshallbeproperlydraiedar IId �ndowifouidaroilocarois.
Copp Fl h g nd p h II b p d d 2h I p f d h w
9. C I� sh Id b pl d h g �-II h gh II h k or�bo�h
siA !. A../A . A Ai tt . o! II t. t. U A �oco�Aro�s
sho Id o c ol�o ts d c4 I ss of 2 o I II 4 g4 c
10 A�Yo � boles e d pl �e �e c g o ced �avices sY II �c �Y d�� gs-
I V 2 I for nt �hall be �uPPI ed be� de all door oPen ng� n add t on W the sPac ng
spec.f ed n.he drae nq�.
�m, I5 1 d l
. Where no. Specf cally Shovm on .I d�� g� p ovde tl�e followng I n[el5 over all openings £
rews n borh n i ror l d b rng walls.
3rck M-. ryOpznng AgI.Sz.
Up 6O L 3V2�/16
Up w I O 0 V 4;:3/8
2_ All angles are LLV (long leg vercirap unless noeed ceM1erwse- Provide I" bearmg per fooc o4
sp -chend- M im8 bearrg . iired-
3_ 31oek�. For oper rgs up w 8 0 lorg exposed r de f r sY roorr se I eel 411ed e eF �in_
2 SOOp g uc 6 c.II eupoeed �o nw b re nforce Qe follovn� leav nq I.5 bocwn wver.
� 6 nc �k bl k: I-#5 bar
�or 8 nc �k block: 2-#5 bars
For I O rh d block 2-#6 bsrs
For I 2 nc �k block 2-#6 bsrs
PROPOSF� F3i 3UIL�IN6�
ALL-wtATF1tK5UKYAGt
EXI.STING 3UII_DING
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SITE PLAN
SCALE : i132" = 1'-0"
�
DESIGN LOADS ASCE 7-10
cPa� �RouNo sNow �ono�
(Lr) ROOF LNE LOAD (reducble):
(Ps) ROOFSNOW LOAD,
TOP CI10RU DEAD I.OAD,
30TTOM GnOKo oEAo LOAo�
3ALANCEo SNOW�
wiNown� sioe�.
�ewn� sioe:
zo pr
20 psf
8 Y!
4 �f
M �f
I I 8 �Sf
o-o �f
�o �,
oesi�N wiNo sPeeo-
IMPORTANCE CATE60RY,
EXPOSUKE GATEGOKY�
WT_ PRESSURE GOEFFIQENT�
SBSMIG oE51GN GATEGOKY�
SITE GLA55�
RESPONSE MO�-FACTOR�.
ANALYSIS PKOCF�URFi
PRESUMED SOIL 3RG. PRES�
ios rtpn
C
+/- i b
3
D
6 i2
SIMPLI�IED
3.000 psf
PROJECT DESCRIPTION
MO�FL 3UIL�IN6 CO�F: 201 2 13G
3UIL�ING USF: STOKHGE
CONSTRUQION T1PF: 53
OCCUPANCY�. 5-I
STORIES, I
AI I OWA31 E MEAN 11EIGIIT� 40'-O"
AQUALMEANIIEIGIIT, 13'-I9/8"
ASSUMED PEWMHER�
HSSUfdED MIN.'h'IDTI1:
�ASt ALLOWA�Lt AKtA�
AREAINCREASE:
TOTAL ALLON'A3LE AREA:
EXISTIN6 AREA,
PROPoseo n�n�
TOTn� nKen-
9 I %
30'-C"
9.OW sg(�
4_I�9 so,.k.
I 3. i �9 so,.k.
O a, lr
968 sq k-
�68 sc}«
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
`�j sv�� �\o�v�AWnT �
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DATE: OZ�1 H�2O
Midwest Academy
Carmel, IN
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