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LI DIVISION 01- GENERAL R&S1IRtM&315, C. FORK"it -
roril{ RFe aMr (wxw G1060 GHNERAL CONDITIONS Aik,201 )1 van$ - RgaAfite pilirtaa 1pp good sapsdr exactsd Pax ACL SPA
EA✓1x".` i R11d.Fbp IYASr- , (t{{ 2 Ties X*LYPL obf b4ekt 1f2 I W
N`"O'�e +wY'x15'.-kP+P. do'et "Dig -Up �"Mo:: ' 01010 MM PROVISIONS } % krdg+d€ &$ysii buYpaMa3 colmfybCgSptt J4eknta es iq{iCatetl 3' I W
A.�Bsws of fie Caainnwvelth of Massachusetts and the Pow+ of,DNr Ili „ , Da'A!(31@Fi` : 5 1 (Ys
.. 9`Fo'govern. ..: x s 1. Bo[ weetha 11 Par ALr 305, Cold weather cex. ACi 3$d` , : -t 7xW IAMasn
_ in strict accord with the Massx3LLcetts 2. Place Pr Aptly upan delivery: coneolidatl ya'th tads, vibratos ' av[aarwo biz
}- 4' State Building, Gas & Plu�iiig, Rod Electrical Codas app�td`aable other kdkm as work progresses par Arit H9,Lo
-TF Utility regulations eM various referenael standards. E• FINIS MG
ali "* rift I,
.ion Bl ! w w# �;9w+a6wewz T'- f e >n . Patch all defects greater than y/8A & t.a hales 3n exposed surfaces
Y Him P ECI SUMMARY � n. 2. Slab Finishing
� Merhalxcal Bt �lyawi i I
<iistff/+plzae �� - ' Uxo- jwpawl.a ;sµes-novz.aa, - _ A. GENERAL .Construction of a 7540 SF Lumber:stied '\' 3. Provide saw cut ti" deep) shrinkage
Dints in s1els as show
i^i m,k9K5s. W4 Pddr 4e"ox B. CONING F. AS-Bi= FOUNNSAUONN PLAN ` 0 -
h a' 1. District - Limited Industrial (LI) ti' 1. Provide stu'VE % sei*rirza wed As>iuile Cmdda2tiw Plan as required D�
iii 2. Setbacks -.Southeast 45 ft. Northea¢t fk t by Town- Provide Copies to To* Qrttan &'AY2F11 CeEt I �.
uAoo wwN C.
DESIGN CRITERIA
A�, --- -hl kh Noss jawTi To' t mDoM - . 5N 9s D
t / t _y. 1 U Group - Storage Sl +�a DIVISION 6 4CtO S PLASTICS ^ {
4� r 2 Basic Fire, Grading 3 hoot - o . AGB . F§ MfNG UMUR IfiY (w) 9t "1'
o1 °' : 3 Construction Type - 5B Unprotected woad frame A. ERAM[1C LN,18PR
-}- "' -� -'l- - 4 MaximisaFlaor Area - 42W SF 1. Stetls &Blocking - Spfuce #t or Better ^: "" !�'
J 16'vn d' IS' 5, Mexinvn Height - 1 Story, .20 Fe. ', ( 2y Beaaa & Heyde;s - Hm-Ffx AZ or Getter''
D. OFFICE LOADS B. HOOF s1R'Awlw-•1/2" P1y"rodr^C-D, exterxcx glue
�-i i. Wind Load - Zone 3, Exposure B 21 PSF 4.'Prwide Fire Tteatai material for 4 feet ash side of Fire Well y_
2. Snow toad- Zohe 2, 30 PSF Basic ... G WALE, siNA1HID-,I/2' p2ywop, C-D, ex[aior glue OI n `, +- t MW �%�O
rare'.. /„1,i2 pdilA (J. WiF1�-\i iikt(�- 3 Seismic Load -Peek acceleration of 0.12g p Provide engssreei� dnaxRng to Air3iiuradtemita_ L .}j
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1 ufgi'.l �' DIVISION 02 SITE WORK 2. Install in strict accord With ieenufacturerls:direcitioue
A OILARITUNERKMATERIALS .E. GOOD SHINGLESSHINGLES-- Cater "cleats shrnglae . �
1. Install O1Z( IS# felt papa: 5 t matter in level courses
M l''e!W!J'Y __ __ Kixc> ee ' 4. Structural Fill Bank run g lre1 2 mans. Use undaIngnErete FiPVIeDm SIDING - APA rot T 1-11 Plyxvod°aidi ig, 5/8" thi
§� 1'dajguei -(31 M4 wink, paving etc. except where drainage fill is resuii'aM. _�---.- worn , s wxaA v B4 ¢aa� its r 2 Damage Fill Crushed. stcoe, 3/G aiax. - Use under slaYis;and in' fl73M! SHINGLE tlmF[HG ,' ` - _ ��,.y �
a --i-T^ -- utilf tY wxk quu_rel - Xi RSNNLT SHLNGT,ES Class C A Itself-galang sh} leg f-r
Y'. a 3. Ordinazy Fill Natural soil, free it= orgaincs, 4" ma,%; _Bss for ccuplyinB with AM D 3018 - 35k pax squagai- 6."xl22 threeA[abned H
_w" .• backfill and rough grading , B.'M45TIC - Bituminous us Plastic - 55-C-153C 2}y+ . ly ckaea A rm
B: PREPARATIONaaeAv 1. La outand Grade€- Establish all lines Real bmohPark eafVtt rat Italedaa�w�Ot{°1(RIkT10o DINT y .1. Apply shingles ova entire area °`"w,gat mNim wi+xl+esnieea+"mr°ei_� 2 c dart' soi Sin all retablish locatbowirk Ro of existing vts13i1/a r ")2, Apply 1, expose e, in stri with a starter course and a directsIti fti G�,Aw (C�I� 1 -la3. StnB topsoil in all areas pf the wrk end ateckQiIR 2 usewiM 5. exposure f stridte end with manFNEaeiurerRs directions ma io w,e�B
oAnN�iq ®N e'w° m pR M repeal toNO
C. I. Allow a Excavate to elevations and ddo�a}oh aMiG .", - for lw slope applications' - naWe vmtrety w erei^er
1.Do no aNidavabect for
full deLM`t3W+oParaCi(N9 i.. �tye rt9oi latlieNll•aN .Naga to Ft®.uthaMit4i lei ��� p
-'T 2 Do now ekcavate to Eok1 depC1B m Biassing creations DIVISION 08- QM & WIN[W5 ' Ste C$6 i`��yZ Teel 1641WERrz 3 Maintain excavations wifely, free of water andsdebri9 .1,. 06200 PASSAGE MGBS rnsuiated metal, uu dm i. a ud env. g3
preterit; with with threshold u nn
-i`- 4. Footings ehsll beer on wY3terial,, or thoroughly pe cuscestep Coll 08300 OYWIFAD oo0R5 Z4 ga. gale, steel with 2^. track and chain hoist 1 � - T4� �(mmu
S. Excavate all f asitable materle}x iddWi�' peat, muck a :clay - V+O
eM n�wva from site, _
5gl9w�sanT J:: bon.v64 Al rwR APIISi0M 9F1�SHE5
_ D. FILLING - , 04250 GYPaiN 801P0. - !
#4 cop"iotottH" a -H con (cHT Tie 1. Do hot beckfill excavations until all necessery ins �-^
t �• VA - rA m e•. •' - - earn no lets, peoca§ne nice B. KIIML zgamc -48on rm i �na asM csss
practical length, Long edgaa
II .q -. 2. Compact all fill to 95% as work Progresses per AM D1557 shell be tapered- Fire Rated Board 1/2 t{rarkF. D NM' X -
I- Fasters - }repo 8 across ZUIllG OI6L; bIlpf6
NOT
t - O�IQNCUNCREPS eEtE C. `�Srf [slnstall framing add 6LB n. yy¢C ( s p I 4�
rte, a gypsum board i accordance. with '� W6tp ptft: 4�N
em-
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f A. 1. Admix 4i000 psi with sir'e era mint °i. I g wort N
tsew w/ta
-e l Admixtures Water
con eeduc agent bRIA by Y-R. Cray Co. AD.P�PAOIM' PAINTING
�F NFSF F Use materials f !bore, Glidden Pittsburg, or
riAI'
'\ Ai entrai n8 g t-'Ebner' W.R. Grace Co opal All items exposed to view, excepting shop p frnfshed 40ow pgPW at"Mm s t/
x Trnchloripe will not he'cendtted materials shell
sprayed emi scereaotherwise t stain
T saaBN SN ev�PLLN sgpNNte Pop ' 2 Mix - Transit Type pa AM C94 - - I. Wood Sidi
t�IN1T - B. REINFORCEMENT 2. Wand Tram -Alkyd printer, 2 coats alkyd. gloss house paint
1 Barns ASTM A615, grade BOaefotmcd barns - - DRAWING
a. Lap bars minim 30 bar diameters
b Detail, fabricate and install all reinforcing per AGI,318
2 Mean AS1M A185, P a. 6x6 W1.4xW1.4 (10/10) typicale .. '01 i � 5 a
b 6 6 W4xW4 (4/4) within five fast of wells
c. Lap mesh 2 full panels and wire together
3. Anchor Bolts AM A302-:.3/4'x15" Q�