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BP-79985TOWN Ci: CAMMIDUrr, EDGE OF MUMS P RTI CESTORAGE AREA EXISTING m^ v * 4 0 0L EXISTING LEAN TO AREA EXISTING MAINT.—STORAGE FL. SLAB EL.=100.0 INLET PIPE INV.=91,80 DMH RIM=95.00 INV.=92.0 FLOOD ZONE C � 95 i / C O �— TORE PROPOSED MAINTENA CE & STORAGE BUILDING l (BY OTHERS) i 1 � 1 FUTURE PROPOSED \\ \ �ufAINTENANCE & STORAGE BUILDING (BY OTHERS) \ — — —I—D i 000nr P, Ln — ---1 0 wa- F5 U LLI O� Q OVA. V% J fn ,Q (7m-1:2 Z Z) — - 0LL ��I� �0� O mZW;� Z Wit U) CL O LU o 0 o _. ORANN BY 04ECFKED BY WB APPROVED BY DA DTH 10-2i7-W5 WA L. JC'n. NO. V . 2V R PE WIT S11EET.1180F1 1 do'-4 1 /9" DPRO 24"0 TURBINE OPENING, VENT, 2 PLACES 4 PLACES 1 PLAN VIEW 270.0 3/32"=1'—O" DAYLIGHT 24"0 TURBINE VENT, PANELS CB CB ELEVATION 270.0 3/32"=1'—O" 4'x3" HOLLOW UM. BEAM 9'-5- 3 SECTION 9'-5" HOOD vo.o 1/4-=1'—O' splunG innovation I versatility I reliabilitty TOLL FREE:1-800-528-9899 or(403)601-2292 www.sprung.coml GENERAL NOTES: 1. ALL PERSONNEL DOORS C/W HOODS AS3 NOTED. 2. STRUCTURE MEMBRANE MEETS: NFPA 701, CALIFORNIA STATE FIRE MARSHAU, ASTM E84, & ULCS109 SPECIFICATIONS. 3. THIS STRUCTURE IS DESIGNED TO SHED) SNOW. THE PERMETER OF THE STRUCTURE_ SHOULD BE KEPT CLEAR. REFER TO DRAWING S-1 FOR SPECIAL 4. WHEN DESIGNONG A HEATING, VENTILATION INSPECTION & ADDITIONAL MATERIAL NOTES. GR AIR CONDmOMNC SYSTEM FOR ANY TYPE OF BUILDING, TI IS IMPORTANT TO ENSURE THAT THIS SYSTEM INTAKES MORE AIR THAN IS BEING EXHAUSTED AT ANY GIVEN TIME. THIS PROCESS WILL RESULT Icy A POSITIVE PRESSURE BEING MAINTAINED. CONVERSELY, B NEGATIVE PRESSURE EXIST°S WITHIN THE STRUCTURE, R WILL BE DIFFICULT TO OPEN DOORS AND MOISTURE - WILL BE DRAWN INTO THE STRUCTURE 5. ALL INTERIOR WALLS & PARTITIONS (IF APPLICABLE) TO BE FREE STANDING & WEP94DENT OF SPRUNG STRUCTURE. DESIGN LOADS STRUCTURE LOCATION: DARTMOUTH. MA BUILDING CODE BC 2009/MAA BLDG CODDE WIND SPEED: 115 mph 3 SEC GU3ST EXPOSURE C GROUND SNOW LOAD: 30 P5f (SEE SNOW SHED REPORT) 100'-0" 4 SECTION 100'-0" NON —INSULATED STRUCTURE 270.0 3/32"=1'—O" I NO I CLASSIC SERIES I IM1's bowq : f,dwtM q worms : ne UWM sm d:1 Imeiira, Canod� ad tll oWa muhive d IM oilA Rao! d d We Euge. YNnid dno wd rtPeedea q 5 aM ongnatM " rtromN by aSaxiMG NSTNW StPUCRW3 NF m iM nd,;,e PLMdY tl pSPRUNG WSTWI SIPOCNISS NC vd mm rcilM be iedl w naWacNiq v dedveA no iepaE"eE n male a : paad "ad uIi the v:r SYMen tonxd d a5iAl1NC INSIMT SO5CII15S N4 M1y mVAN d Wit badrq : dials " ircRp} M aA uve d i N mVncl tla abed mdla iurioM1J l F A d5ou1 Pa+.lAle� aamivm d b5PR1"G NSTIM $IRLCRRS NC : pd 3MA. TOWN OF DARTMOL" 100.0 ' x 140.4' WAREHOUSE ORAWN BY DATE N. BUTT 1 08/10/2015 0 I 0 46'-2 5/16" 35'-4 1/4" 19'-1 5/8" � MR2 10,000 M O� ^ 10,000# I \ � XL-1 M N\ 0 0# \ 132'-9 1/8" 4 PANELS ® 10'-1 1/8" = 40'-4 1/2' 2X 2 MR2 M 2 1o,aoo# �z 10,000# 10,000# z 10,000# 10,000# X MR2 10,000# 1D, oa# 10,000# 10,000# 10,000# Yin 2X 2 M 270.1 I / 10,0001. 0 2X ' MR2. 10,000 yo o I I I tiry `\ N I I I 10,000# - \ WORK 10,000# \ I POINT FOR `\ Y STRUCTURE i ARCHES I MR2 TIE DOWN EARTH ANCHOR FOR DOUBLE PANEL ROLLING DOOR / CLOSED POSITION 10,OD0# 2X. , MR2 10,000# 10,000# , 2X 10,000# MR2 B � I I I ^ �10,000 10,000# i 10.000# I 10.000 110,000# # - PROOF LOAD [LBS] - ACTUAL INSTALLED LOAD [LBS] (FILLED IN BY INSTALLER) MANTA RAY ANCHORS MUST BE PROOF TESTED TO THE LOAD SPECIFIED ON THE PROJECT DRAWINGS WITH THE FORESIGHT LL-2 LOAD LOCKER OR AN ENGINEER APPROVED EQUIVALENT. INSTALLED PROOF LOADS MUST BE RECORDED AT TIME OF INSTALLATION. ACTUAL PROOF LOADS MAY BE BENEFICIAL TO THE CLIENT WHEN APPLYING FOR PERMITS. BY SIGNING BELOW, I AM HEREBY VERIFYING THE EARTH ANCHORS HAVE BEEN PROOF TESTED TO THE PULL OUT VALUES REPRESENTED ON THIS DRAWING. PRINT NAME: COMPANY: SIGNATURE: DATE: i / 'I s iC,C•_C/ � I � I � 2X R2 I � R2 _ 10,000# Tr DOWN EARTH ANCHOR FOR DOUBLE \ PMEL ROLLING DOOR CLOSEC POSITION 1 � \ � 10,000# •MR2 � Y \1 `\:;((�D) \ 1 oil 0,00 10,000 2X MR2 2 1o,aaa# 10,000# M z 1o,oaD# 1o,00D# M z 2X 2X MR2 MR2 1�COLUMN BASE LAYOUT 270.1 1 /8"=1'-O" 3 STEEL EARTH ANCHOR � 3 s*A - LUG SLG3-8000 s270.1 run 7/8"X12" TURNBUCKLES (2) innovation I versatility I reliaihility 2>401 TOLL FREE:1-800-528-9899 or (403) 601-2292 www.spmng.ceom 3/4" STEEL BASE PLATE GENERAL NOTES p p ASPHALT PAD 1. EARTH ANCHOR TO BE LOCATED PMOR OR GRADE TO ERECTION. \\�i \� NOTE: i\ �\ �\ �\ \ 1 -0" 1 -0" SOIL CAPACITY FOR EARTHP MANTA RAY MR2 ANCHORING METHOD TO Er, - 3/4"0 x 5'-0" STEEL EARTH ANCHOR ANCHOR PIN 4 PER 2 PER COLUMN REVIEWED AND APPROVED) BY LOCAL ENGINEER. COLUMN BASE BASE 2 8'.12" BEAM ANCHORAGE ELEV. 270.1 1 1/2"=1'-O" STEEL EARTH ANCHOR LUG SL33-8000 C/W 5/8"X3" BOLTS (4) 7/8"X12' TURNBUCKLES (2) 3/4" STEEL BASE PLATE ASPHALT PAD 01 OR GRADE 1'-0" MANTA RAY MHOR2 3/4"0 x 5'-0" STEEL EARTH ANCR 2 ANCHOR PIN 4 PER PER COLUMN BASE ha COLUMN BASE 3 8"x12" BEAM ANCHORAGE SECTION 270.1 1 1 /2"=1'-O" 1'—n" 1'—n" 3/4"0 x 5'-0" STEEL ANCHOR PIN 4 PER COLUMN BASE (LOCATED DURING ERECTION) A RAY MR2 EARTH iOR 2 PER COLUMN BASE (LOCATED PRIOR TO STRUCTURE ERECTION) 4 \ 8"x12n BEAM EARTH ANCHORAGE PLAN 270.1 1 1 /2"= V—O" I CLASSIC SERIES I liu hawp a pdxtk EI wtp n d %tln "Mi It. WNa . a a d GVIUAt atl / Mn wdnd nd d a s tln C iipy"da -14 - �nia Iryy a na a,aa„a'�'� qsamixc; mv.noan+q n» a�a nx �s�inm n aaN a �", p,� «w1 u m. atn nits aned a �vl+uxc INSVlIi slBixnms Nc ,my W1:N a it ev.Inq :, a,a. � r„ pnt a,i � ,". a i m .a,nmt We need ndin a�,oaa n i "Wwl p'v ni4n p"movon d OSPfiMC 14VIII srticniss rc » rdwa�a. TOWN OF DARTMOUTH 100.0 ' x 140.4' EARTH ANCHOR LAYOUT DRAWN BY DATE 0. BENNETT 08/10/20155 8�.., � � �RAW�MC CU � . APP - �,� ' ltlo.1 1 PLAN VIEW 100'-0- STRUCTURE � A splunG innovation I versatility I reliability, TOLL FREE:1-800-528-9899 OR (403) 245-3371 www.sprung.coml WILDING MATERIALS; ZINC —DICHROMATE PLATED SAE GRADE 8 ALL STRUCTURAL BOLTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION; I.E., ALL PLIES SHALL BE BROUGHT INTO FIRM CONTACT WITH A FEW IMPACTS OF AAN IMPACT WRENCH OR THE FULL EFFORT OF- A MAN WITH A SPUD WRENCH. ANCHOR BOLTS: ANCHOR BOLTS SHALL NOT BE CAST —IN —PLACE. THE DEVELOPMENT OF THE POST —INSTALLED ANCHORS INTO THE: CONCRETE FOUNDATION IS THE RESPONSIBILITY OF THE OWNER OR THE OWNER'S REGISTERED FOUNDATION ALUMINUM: 6351—T6, DESIGN AND FABRICATION SHALL BE PER THE ALUMINUfJM DESIGN MANUAL MEL: 3DOW CSA, G40.21, FY-44 KSI,, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE HOT DIP GALVANIZED. DESIGNI AND FABRICATION OF STRUCTURAL STEEL_ SHALL BE IN CONFORMANCE WITH AISC THIS BUILDING INCORPORATES STRUCTURAAL BOLTS AND POST —INSTALLED ANCHORS WHICH MAY REQUIRE SPECIAL INSPECTION4 UNDER THE BUILDING CODE. PER THE BUILDING CODE, SPECIAL INSPECTION. IF - REQUIRED. IS THE RESPONSIBILITY OF THEE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: ACTING AS THE OWNER'S AGENT. DESIGN LOADS STRUCTURE LOCATION:DARTMOUTH, MA BUILDING CODE: IBC 2008/MA BLDG CLOD WIND SPEED: 115 mph 3 SEC GOUST EXPOSURE C GROUND SNOW LCAD:30 PWT (SEE SNOW SHED REPORT) I CLASSIC SERIES I 11w bah9 a Pd«la by mRiyFA n IM WW S f w"«aa, cv.,m ud a au« onnbhW a nu W«K W, ;«d a d u, e.�W. �«mcd edo ma SIRUCtUWR3 TIC «e tlq MFUN papdry N� , OSP w Rsw SIR=mm WIC N mW n[i1M br owed n mW WYriq m, d1[IaE nw iepadcN n Mide « �n «apt WWW be � WNhn N,M'A d OSPRIMC X4TRIf mnicnrss Rc Mr dRin a mu Aw:N m awk w :, � WM ary us d W b «mNxl IM subAd moM« iwb«pA F A �iWaul qbr nllm DW^^a^^ d �5➢RIMC Wb'fNli AIRIICIaiS WIC. a goNdld. TOWN OF DARTMOUTH 100.0' STRUCTURE -- PLAN VIEW DfZAWND. BENNE7 I wIc 08/18/2015, o sg R �� a cc - 0 3 N 4 4 o cg.A �gg2FSb ~ 66 R OM d yE� b ESQ C) 2 LL LL CD e_rL' YBs N w z w z oa w � w � a N Q x m V W N M } m J p • O a N I w Na x n 00 O N N C} N � rn O K•J I O «b/£ M O N N x Z m N «9L/L 0-,1 M U M UOtZi a M �Q 11.1 N� M �_ �� X \\\\\\\\\\\\\\ \ Z LLI 0 1 «9 Ld Qm LLJ m � «Z/ L Z o s �AiAAAiAAAiAAAiAAAiAA�\iVA �•n 'O -o .� ! 'o ,0 0 •o •00. � 3 1 0 s0 Q O W x N 4 O J •�! o � � MmaS � X�a rO 01 «Z/L OL-,8 «Z N z a w «8/t 0-,£4 w \g � a 0 J I I m W 'I II ° N «Z/L Z N p1 µ O x -II M O W M N N I N Z/L 6 A325 5/8"Ox2 1/4" (2) C/W 2 FLAT WASHERS A325 3/4"Ox2 1/4 (2) C/W 1 FIAT WASHER I I I I I I I I I I I I I I I I I ALUM TT BAR 9" (ATX1-8000) I I I I —1 I 1 I A490 3/4"0x6" C/W LOCK WASHER & FLAT WASHER ALUM. TOP CAP (BFL1-8002R)- ALUM. MEMBRANE RETAINER 8"x12" ALUM. I BEAM A325 5/8'0x2 1/4" L 6"x4"x3/8"x5"LG. (2) C/W 2 FLAT WASHERS 1 EACH SIDE (AAN1-8000) ALUM PURLIN 3 1/2' 9" Tr BAR F-- 2 PURLIN DETAIL — ELEVATION S-3 6"=1'-0" ERECTION CONDITION 8"x12" ALUM. 1 BEAM 3/4"0" A325 BOLTS 13/16"0 TOP SPLICE 3/8" ALUM HOLE PL, 1 EACH SIDE (ASPl-8000) 3/4"00" A325 BOLTS 13/16"0x1" 5" SLOTTED HOLES 1/2"x8" STEEL GUSSET PLATE, CENTERED (GALV.) %3 8"x12" BEAM TOP SPLICE — SECTION S-3 / 3"=1'-O" I I i I I I I 1 i I I I -i I I --- ALUM TT BAR I 18" (ATX1-8002) _tt__________ I � 1 4- 3/8"Ox1" SQUARE HEAD BOLT C/W NUT & WASHER ® 559 O.C. (FB03-1160R, 5" FNU3-1280R, & FWA3-1263R) SPIN A325 5/8"4x2 1/4" (2) G C/W 2 FLAT WASHERS 3^ r " ALUM. 1 1/2"-1 EACH KS/9"xSlC. A325 3/4"0x2 1/4" Minnovationlversatilitylrf"liability (AAN1-M) (2) C/W 1 FLATWASHER 4"x3/8"6113.TOLL FREE:1-800-528.99499 H SIDE OR (403) 245-3371 www.sporung.com ALUM. PURLIN I -8000) I l�5" ALLY PL-'JV A490 3/4"06" C/W LOCK WASHER N (ASX1-8)C') & FLAT WASHER 5" ALUM TT BAR 9° (ATx1-800C) 5" 18" (A-XI-EX2) 1 PURLIN DETAIL — SECTION _ S-3 6"=1'-O" 3/4"x3" — A325 BOLTS \1 N 3/4"x3" \ I A325 BOLTS TOP SPICE 3/8" AL''M. PLA E. 1 EACH SIDE N (As�1-exG> ALUM. TOP CA? l (5FLi-8002R) U I /_) I/z, 1/2"x8" BENT STEEL 1/2"x8" STEEL PLATE (GALV.) L GUSSET PLATE, (SAP1-8000) CENTERED (GALV.) �� 2'-11" / 5 \ 8"x12" BEAM TOP SPLICE 3"=1 '-O" 5" ALUM. PURLIN III ili I I I I I I I I I I I 1 I ---r-i r- III I �I I I I I I I I I r-------------ti-try-- -------------- I I I A490 3/4"0x6" C/N A490 3/4"0x6" C/W LOCK WASHER & LOCK WASHER & FLAT WASHER FLAT WASHER 3 1/2" 5" 8 1/2" 229 Tr BAR r L , PURLIN DETAIL — ELEVATION S-3 6"=1'-0' FINAL CONDITION I' ��n�w� w• un— ��i��i��RaJilninRai��l ��r—m� mn--- ww�w�nwww�ewww�n�ww��wwww�wwww�w��w� J U ALUM. BEAM SPLICE R hall U U U U. iY--YYwww1Y�Y� 00 ®� 4"� ALUM. MEMBRANE RETAINER 8"x12" ALUM. co I BEAM 3/4"0x2 1/4" A325 -BOLTS C/W NUT & WASHERS 8"x12" ALUM. I BEAM -'--'-�3/4"0x2 25 BOLTS C/WW NUT & & �� WASHERS / 4 \ 8"x12" BEAM SPLICE 5" 3/4"x2 1/4" A325 BOLTS C/W NUTS & WASHERS 8"x12" ALUM. I BEAM 8"x12" ALUM. BEAM SPLICE (ASP1-8120) � N o " 5/16" 3/4"x2 1/4" A325 -BOLTS C/W NUTS & N WASHERS 3/4"x2 1/4" A325 BOLTS C/W NUTS & WASHERS 6 8"x12" BEAM SPLICE - SECTION I CLASSIC SERIEw I aN. �a : Pdadae M wnN+ � en udwd smla d Rmam. canes mad eu. mmo:e d ae .«m, a od d d m. adgm. neuaml ado as «giwry na�nlw 4 R ad gq dm > ��a q+ Nsrrxr smxnss ec an n. sae.. am".h tl Maxnc dsrNrt slRucrulrcs nx: ad r.d n,�nn„ bs mna � m 0 brag nor 6xkxd v rtPmuros n .vwk ar n purl SrWUIES �' AM mmin dtd.Inb a« in po % R "motl pea ph pv"b4, tl �lalllfri 16id11 SIRUCMES NC 4 pMLle0. TOWN OF DARTMOUTH 100.0' STRUCTTURE PURLIN & SPLICE [DETAIL' M" DATE 0. BENNM 08/1E8/2015 CHECKED M 0 ORAN9NC„@gY CLBTMP'L a Y jfJ) 8"x12" ALUM. I BEAM STRUCTURE ARCH �1 PLAN VIEW 100'-0" DPRD s-4 1/8"=1'-O" 1/2' GALV. STEEL AIRCRAFT CABLE ALUM TT BAR 9" (ATX1-8000)- 18" (ATX1-8002) A490 3/4"x6" BOLT C/W LOCK WASHER & FLAT WASHES L 6"x4"x3/8"x12"LG. ALUM. OR GALVANIZED STEEL 1 EACH SIDE 3/4"Ox12" J&J TURNBUCKLES -(2) 5/8'0x2 1/4" A325 BOLTS C/W NUT & WASHER 5' ALUM. PURLIN (ASx1-8001) _A325 3/4"0x2 1/4" C/W 1 FLAT WASHER L 6"x4'x3/8"x5"LG. GALV. STEEL (AAN1-8000) /" �\ CABLE BRACE PLATE 0 PURLIN - ELEVATION (5 1 PARTIAL CABLE BRACING - SECTION s-4 3"=1'-0" S-4 3/16"=1'-0" Z�w V-4" FL TAB 3/8"x3 2' 3/8"x5" C/W 3/4"GALV.STEELPLATE 13/16"0 HOLE O p \p 6' O --lips � '►.lip y�r -1 1/4"0 HOLE splunG innovation I versatility I reliability 3 - 3/4"x3" A325 BOLTS C/W NUTS & TOLL FREE:1-800-528-9899 WASHERS OR (403) 245-3371 www.sprung.com 1 1/4"0 HOLE (FOR 3/4"x5'-0" STEEL PIN) 6"x6"x3/4"x9 1/2" GALV. STEEL ANGLE 3�CABLE BRACE PLATE 0 BASE - PLAN S-4 3"=1'-O" 1/2" GALV. STEEL AIRCRAFT CABLE (2) 5/8"0x2 1/4' A325 BOLTS C/W NUT & WASHERS L 6"x4"x3/8"x12'LG. ALUM. OR GALVANIZED STEEL, 1 EACH SIDE 1' I�l II �l CABLE BRACE PLATE 0 PURLIN - SECTION S-4 3'=1'-0' FL TAB 3/8"0 3/8"x5" C/W 13/16"0 HOLE 8"x12" ALUM. I BEAM 5/8" SHACKLE 5" ALUM. PURLN (ASX1-8001) ALUM TT BAR 9" (ATX1-8000) 18" (ATX1-8002) A325 3/4'Ox2 1/4" C/W 1 FLAT WASHER 3/4"002' J&J 1/2" GALV. STEEL 3 - 3/4"x3" A325 AIRCRAFT CABLE C/W BOLTS C/W NUTS & 3/4"0x12" J&J TURNBUCKLES ® WASHERS 3/4'x16"x16 1/2" 6"x6"x3/4"x9 1/2" GALV. STEEL PLATE GALV. STEEL ANGLE CABLE BRACE PLATE 0 BASE - SECTION S-4 3"=1'-0" CLASSIC SERIES rti, Jawq : «d«tea A .w4t . J. w 9 a Mwia. Gaatla ad d aJ« m.dne d IM .M. R aM ddtl« b, b.4 JM atl «q'n A, WANT E M R «A K. - t « rmEvtl b/ O�Md IIStNQ SIWIIAN, XIC. m J. .tYaw PW.M d a5 MMC MT A. SIMxNIdS tlIG «tl mi nNw b uk i �.narm.q A. Jrl®g m «poacea n .noe « r, pnn urc�ar dM J. «iw wN. muss d �NMG NSTNR SRNCiL1ES NC. WN caywg d tle Jawing in "IW «n gaJ oM anry uu ai 8 b mn a tlu dl «08« iuw a Wu«a w"�« «m. Rmg.� a JypRuxc rmNrt SIRIICRISS NC i P.- TOWN OF DARTMOUTH 100.0' DPRD & CABLE BRACE DETAILS DRAWN DATE D. BENNErr 1 08/18/2015 ALUM. CONE COVER 1/8" THICK (RAIN SHIELD)----,,,,, 5" ALUM. PURLIN i / STEEL HSS i I i 1/2"x8" STEEL i GUSSET i i i � I O I I _ I 8"x12" ALUM. I BEAM STRUCTURE ARCH II 12x53 STEEL 1/2"x8" STEEL I I HP BEAM BEAM GUIDES I I� II O I I 8"x12• ALUM. I BEAM DPRD ARCH 100'-0" DPRD CONE — SECTION S-5 1 1/2 =1 —0 2-1 WHEEL ASSEMBLY 1 1/2" 8"x12" ALUM. I BEAM STRUCTURE ARCH 8"x12" ALUM. I BEAM DPRD ARCH 1/2' GALV. STEEL AIRCRAFT CABLE 10 1/2" 1 1/2" 2+ '16" SPINDLE 2 7/8"0 O.D. STEEL PIPE 1/4"x8"x8" STEEL PLATE WHEEL SPINDLE DETAIL 3 100'-0- DPRD CONE — PI AN S-5 1 1/2"=1'-0- II�J0,l1111.I� MW24M, %tea SPINDLE �+ ' 1/2"x10"z1'-8 1/2" STEEL GUSSET ��-----_—� 12x53 STEEL 2'-0" 2'-6" HP BEAM �I 6'-6- 6 100'-0' DPRD CONE — ELEVATION S-5 1 1/2"=1'—O" 5" ALUM. PURLIN C/W TT BAR 3/4"0 BOLT C/W WASHERS 1/2" STEEL PLATE (!)IF= STEEL HSS O 0 J � ✓� A SP[UHG innovation I versatility I reliability TOLL FREE: 1-800-528-9899 OR (403) 245-3371 www.spruDg.com I CLASSIC SERIES I A^�rc4 cm aM a aue caednm d tle eeq. It atl a�ad q�eedw ddo ea xswrt slmlcmAEs i ""u�� m; ur�„'G �c wsrwr slmx;nmEs ulc as m.l ";m. ee wea .w�.nq � axw.a �nmti VS � a"m > ♦ wn >�mi .nn me per wua �� a osvatxc rcmAvr SIPUCIIAES N4 Mry NVMr9 d the haiq n Mpk a in po <�a ar ur a ♦ m a".m..t m. aDpd ten« iueEabd TOWN OF DARTMOUTH 100.0' DPRD CONE & WHEEL DETAILS DRAWN DATE D. BENNE T Bs/18/2015 ;NECKED WP'D SCM.f gRAMANG" m a ; Luc [[eyyys�` p J m lI Y t a h a uiM vUa l�g��'� �atog [s§E�a Z� p � �' U $ ~ Elo Lv' V1 ,8 / ry kl�v Sao w I N w N MLO,666-gr - XVJ p6LMi66-SK-TIl 'VW'H.LnowivvoriS *(M 4MIM Sf13S5[1116SL NOISIAIQ ONIMKION3 HJ,flO 114VQ ,40 NAko L SXHOM JI' gnd r70 J N3WlHVd3Q 31Va Nau nm3a dw 'Hlnowluda a R OVOb SIIIW SI13SSm 6L6 o a o smi:joM onend dO lN3VUHVd3a 13OVIOlS 0Nlalln8 JNnMdS 006 X 016 F & w ry 1 I i t \ �l a m r- m r- �2 —I —" r- r r3:00 m oc z X X 0-0 0 > z-5. _Z5 g 90 � 'S > 0 z 0 0 0 0 ("IM Ul 7) C) 0) 0) CD R rn m (D :r: or z CD F Cl) r_ (D 0 2) R CD X m 0 CD MA NOIJAI 0 in 0 ao r, 0 N x1 xl 20' -0" Tire Storage x131 Storne x10 l loz Of f ice U- Utility Room ON, x2 Y 20' -0" x3 Y Canopy xlil ME 120' -0" l a I O I O I O I I I I 16'-0"x14'-0" 1 I I OHO I I I I I I 16'-0"x14'-0" OHO I I I I 1 I I L — — — — I I I I I I — — — J L — — — — — — I I — Proposed Emergency I Shower/Eye Wash I I I Slop Sink Existi n 2 Post Lift M. <1 10 I I Mp I I I I I I o I I I o ! I 1i j1 Maint. Bays I 1 I I 10 Slope I Trough brain I I 1 d I o I Proposed Emergency �A10 I Shower/Eye Wash I 1 1 I 1 1 I L I �- Notes: 1. Ground Snow Load - 30 psf Basic Wind Speed -115 mph Collaterall Load --3 psf 2. Metal Building to be Manufactir'ed by USA(United Structures of America,Inc, Houston, TX. 2 3 4 5 5.1 6 7 120' -0" 20' -0" 20' -0" 20' -0" 20' -0" 9' -0" 9' -0" 2 2' -0" 1 I A-1.3 — — -- — ——+-------------- —I - — - — - - - — - — - — - - - - - — - — - — - — 3 ¢ / j T \(ALTERNATE - 1) / I :1 ri o \ Knock down / Q ; + — (V 134 / I , 1 Slope i Slope — - - Elec. Panels 2Ci on / \ v A-1.2 P \ 1 O l J .0 O O O / O o L\ 16'-0"x14'-0" OHD i l it 16'-0"x14'-0" OHD I I 16',-0"x14'-0" OHD LI 16'-0"x14'-0" OHD I I I Mens Locker I I I 148"W x 84"H >I\ 2 / I I i O Room �� i, I Fin. Opening I I I{ Wash Bay I I I I NEl8� I 1 / I O I I !I I I I / I-' I I N L----I-11 IIL-- I I I I I I Men's Priva Curtain - - - - - - J � - __ - _ I � r I' — — — — J I Restroom J 132 L�j L> (I Proposed Emergency I _ '— Shower/Eye Wash 8" CMU (to 8" Ht) I Women j j I Concrete Deck Above Slope = - Slope I Locker/Restroom II I - III D.F. 7 I 1! 8CMU (to 8" Ht) Rest JnI J a3a Pi118 13 OStorage) I I 0 120 i I °O No 0O NJEF.��10 O VEHICLE Wash R-- s reaoom I 1 -STORAGE I --- " Bradley Sink I e' Trough brain Propose merge MY — -------------� Shower/EyeWash - I� II I! Proposed Inspection Bay I i 12 I Proposed - 6'W x 7'H Dbl Door I I w/ 7x22 Vision Ooss I 1 I I I r--- - - - ---- - - - -- r--- - - - --i I - - - - - - ---I F-------ICI ffl I I I I I I I I I I Lobb UP I I I I I I I I �� I I 127 y I I I I I I I I Remove Existing Door -1 I Ir4l 16'-0"x14'-0" CHI) I 16'-0"x14'-T OHD I 16'-U'xW-0" OHO I 16'-01144'-0" OHD I 16'-0"X14'-0' OHD 20' -0" Heated Parts Storage 13 x5 Y 20' -0" Proposed Maint. Bays xi10. 24 4) 20' -0" 240' -0" �,- I I O O I O O O O O O O O --1 Foer 135_ i 20' -o" 20' -0" 20' -0" 20' -0" 120'-0" 1 x2 x3 0x4 x5 119. I 114 I J -- 1 I I I I Cleanout i Trough Drain Lj I -- 1I I rl L L1 JIStorage rests I [24] Admin Office 123 20' -0" 20' -0" 20' -0" x7 1 2 i EXISTING BUILDING pROPOS[-D ADDITION 1, First Floor 1/811- it -Ott Stor. 125_ UP I T t - 48"W x 84"H a a I = s I- 8 Fin. Opening ! �, " CMU (to 8' Ht) o - I I I Panels Above UU r = �`' Q ' I I (Wash Bay Side Only) I - Q = D N I I I ao I I I I I - I I — - o - 1-4., 1 I Office 8" CMU (to 8" Ht) I Slope —� - Slope I -- L21 ( Ii- - - - - - - - - - - - - - - - - II I I i I II I o 0 Office >I I I / 122 II I I I I I! II 16'-0"x14'-0" OHO I I 1f3'-0"x14'-0" OHD I 16'-0"xi4'-o" OHD I 16'-0"x14'-0" OHO O- - - - - - - - - - - _ -O - - - - - - O_ -- _ - 20' -0" 20' -0" 20' -0" 18' -0" 22' -0" 120' -011 3 4 5 6 7 3/15/20161:50:02 PM c? I I I I I 1 I ! I I I I I N I i 48"W x 80"H ! Fin. Opening I I ! I I I ( I I I I I I I I 0 1 ( I I Propolsed N Maint.18ays xi I ( I I 1 5'-0" O I Proposed) 41/4" 4 7/8" Bradley ( o 0Q0 Wash sink) D.F. C — — — I I Proposed Emergency Hallway 135 Shower/dye Wash I I I 1 o r I I I I 0 N I I I I Proposed - 6' W x, I 1 I w/ 7x22 Vision Gla I I I I I I I I I I I I I I I 0 F=1= N I I I Remove Existing Door \I I I I and InfiUffiy I I 127 I � I I 6'-6 1/2" I I 1/4" 4 7/ (X� 0V-13/4" Off ice Layout 1/4" = 1'-0" I48"W x 84"H I�in. Opening 1 I I I 1 I t 1 I I I 1 I I 1 1 VEHICLE " STORAGE 114 4811W x 84"H Fin. Opening 51-T 3'-6" 6'-0" 5'-(r 9•-T 1 11'-17/8" 5'-0" 3'-101/4" 5'•117/8" Mezzanine - Layout 201_0" i � D2 1 n _ lr_ou ! /4 40' -0" x7 1 2 0 N 1i 7/8" 0 r 0 N ��Z - 0 0 r LO r O O r fV I i� E ) � 0 ) C) 3/15/20161:50:03 PM 00 0 115'-0" 20' -0" 20' -0" 20' -0" 20' -0" - 1�Wash - Layou ' 17' -6" 35'-0" 17'-6" `r .!A r, t1�Y yJ r O co p n n r-A ; St H O CO W aY U Z a 0 O 2 4 W Q O � II CD O �- z a oC Llj O Q m m O W u. CO �o oU- a Q SHEET NO. A-1 v3 3/15/20161:50:03 PM jh Canopy L.E. 117' -1" Mezzanine VU 110'-5 1/211 (�/��J 7, TOW. ,._ Oil First Floor 100' -0"� V... ..,, _ -I __Low Eave // ��120'-0" Mezzanine 110' -5 1/211 �►�T.O._W. `� 104'-0" IF First Floor IF100' -0" � Cezzanine 1/8" - i' -0" EXISTING 120'-0" BUILDING ®Canopy L.E. 117-111 (jh_�T.O._W. 104'-0" First Floor M-1 100' -0" x-G � Low Eave 120' -0" T.O.W. 104' -011 First Floors 1 100' -011 O East Vill = 1'-oil C West IAII - 11 AM 26GA MET. WITH 4" FIBERGLASS 112 Z North ly South 1/8" = 1'-0 PROPOSED 120'-011ADDITION LVALUME METAL BR" PANELS WITH FACED FIBERGLASS 3/15/20161:50M PM UNDERGROUND ELEC. CABLES - TO EXISTING UTILITY POLE -E- Eol EDGE OF EXISTING STORAGE AREA FLOOD ZONE C 0„01, EXISTING BUILDING D N INLET PIPE INV.=91.80 DMH RIM=95.00 INV.=92.0 / / —E— % TRANSFORMER ------ V t) - - - - - - - - - - - - - - - - - --D-----, \ I r- - 5,000 GAL 1 O CISTERN TANK TO - WASH BAY PUMP J I1 5,000 GAL OVERFLOW 1 I O HOLDING TANK I L - PROPOSED 1,500GAL � i� SIPHON TANK i O 1 \ \ ADDITION \ JJ I F-I-7 \ 1,500 GAL 1 I O \ SEPARATOR TANK \ D \ 1,500 GAL \ SEPARATOR TANK O WITH BAFFLE j \ OIL/WATER 1 -- \ SEPARATOR O) L - j OIL/WATER 10' SEPARATOR 1,000 GAL -� HOLDING TANK T EX. 6'CLDI WATER J -� EX. 6-CLDI WATER \ SpSp EX.HYDRANT ASSEMBLY ' ' — ---. voL % 90 L - -� 1p9 p �z �C) rn 00 ocl:� �0 zo Lu LLJ 95 I V/ 68-�Y, RS � � o n '-�oj 311520161:51:37 PM - \,L- \I'-- 0 0 00 20'-0ll 20'-0ll 120'-O"� 20'-011 20'-0" 20'-0" 20'-0" 120'-0" x4 20'-0" 240'-0" 20'-0" 20'-0'l 240'-0" x6 x7T I EXISTING BUILDING 20'-011 PROPOSED ADDITION U2 2 20'-O'l 20'-0" 120'-011 4 First Floor - Electrical 1/8" m 1, -0" 120'-0" 20'-0" 5 C5� 91-011 go -oil 22'-0 Au -V �'5 C\1 f cq �E CL b 0 0 F- CD C14 < co fU a 1w w -i 0 > UJ ft a. CL SHEET NO. E-1.1 3115/2016 1:51A1 PM o O N 0 0 N 0 01 i i i 0 0 N 20' -0" 20' -0' 40' -0" Mezzanine - Electrical 3� ELECTRICAL LEGEND _ >ol Description qp Outlet - Duplex Outlet - Ground Fault Intercept qpGn 9 Wp Outlet - WaterProof Ground Fault Intzrce t qp ° Outlet - Dedicated S'Z Outlet - Data Switch - Single Pole Switch - 3 Way Switch - 4 Way CL 6✓ J a (0) 4 W � � .tea LW i Z O Cn w O Z (D co a� g a J Q V w J o W a a Q SHEET NO. E,-1,2 3/15/20161:51:42 PM 0 in M Frst Floor - Lighting Layout 1/811= 11-011 LIGHTING FIXTURE LEGEJD , fs S mbol Description o- v 'e.ar rj n � W LED Troffer Lich', Exhaust Fan/Light F•L• ® Exterior LED Wall Pack 4' Flourescent Light fixture 4' Wall Mounted Waterproof Flourescent Light Fixtve T-8 T-8 High -Bay Light Fixiure G F L7 f �O J //�-` �• as a w Q E o 0 0 0 N Z in O .-, co t� - - D 4� O o c Z 0 N - UC C. _ Q 3 o O O N � � � � 0 — -- B 0 i O N (D O lzk U � O Z Q a :A) Z ~ Q Q m m � > J �O O d Q SHEET NO. E-2, 1 3/152016 1:51 A3 PM 0 mi ll'-1 7/8" i 51-011 3'-10 114" 5'-117/811 51-011 20'-0" 20'-0" 40'-0" 2 9'-0 1/4" O oi 00 C\j (t ,�Mezzanine - Li ht ut 1/4= 11-0 3116/2016 1:51:44 PM xl X2) Cx D3, 120'—O'l j 20'-0" 20'-0 20'-0" — -------- --- 240'-0" 20'-0" 20'-0 20'-0" 20'-0 20'-0" 20'-0" (1) First Floor Fire �is Floor �afe Layout_ 1/8" = 1' —0" 501 FI-20--W- 20'-0" 9'-0ll go —oil 221-011 O LO 3115/2016 1:51:45 PM 20' -0" 40' -0" 2 20' -0" I N 0 0 N O 0'' N ! Mezzanine - F- Fire & 5af 1/4" = 1'-0" a`` IT FIRE & SAFETY LEGEND +G la s Symbol Description Cl) r� 1� W Q Z O w O Z a a� CO C N de ZZ O J a a Q m m > W- 0O U. a a SHEET NO. F-1,2 3/15=161:51:46 PM 0 u) M 0 N N f 120' —0" 0 0 -- - - — -20 -0 — - -- - I Tire Storage x131! Storatle xloi- W. x102 Foyer xt04 Office [I offiz=e x10C. Utility Room ud0-8- Can Area 11Area I O — _ O I O -- — O- 16'-0"x14'-0" OHD 16'-0"x14'-0" OHD I I II I I I - ' I I I — — M. N 1 '403- I II II I I I I lope I I i 20' -0" Maint. Bays x109 UP I I I I I I I 16'-0"x14'-0" OHD O i Trough Drain O O 20' -0" Heated Parts Storage A34 240'-0° --- -- -- — 0------- 3J --- —_0--- -- - -- — - ----- �6J 0 20' -0" 20' -0" i I I 0 I 1 I I I O O 16'-0"x14'-0" OHD I II I Waste Oil Heater I di1 111 I I I 'I L281 I I I Proposed ► Inverter Head Men s r- - I i - - - - _ - - - - Maint. Bays I Res 3r2oom 1 I Reclaimed Water x 10 I _ n(;) I II Supply systemExisti 2 Post Lift I I Slope Slope Womens — n - I I I I I Locker/Restroom 1 2 3 1 2 3 I i7J I 2 I -° I II jj I I , III `n Rest.Janit.\ [:03-- - 0 118_Storag4 Ic- -- -21 0 o I t REF. J 120 � ' in I jI Trough Drain I T --_.._..---..--.:....-- i + I ,o o I vi +; Proposed p I Inspection Bay x129 1 2 1 2 3 I 1 4 _ - I � I - I I I --- - r --- ---- - I---- - - - - I i I I I I I Lobby 127 l I I I I I I I 1 I 16'-0"x14'-0' OHD 16'-0"x14'-0" OHD 16'-0"x14'-0" OHD 16'-0"x14'-0" OHD I IL C O O O C 20' -0" 20' -0" 120'-0" U3 x4 - —-------- — - -- -- 120 -0 20' -0" — 20' -0" — --- 20' -0" 20' -0" 9' -0" 9' -0'r - 22' Orr I \ d Knock Down stall - 5" Concrete slab \ / Knock down with Radiant Heat (Alternate -1) \ / \ Stall / \ [134j / \ F.9' - - - - - -slope r ` "' � Slope Elec. Panels i a O;� t O iti / \ LY L O1 \ i up O \ O O O O I / O o \ 16'-0"x14'-0" OHD I i 16'--0"x14'-0" OHD I I 16'-0' k14 -Q° OHD L Mens Locker I i� I Boiler I. \I\ C -i Room ri161 Wash Bay o o Break Room 119_'', Inverter Head r Office Area - 5" Concrete slab with Radiant Heat _ _ t orage �4 Inverter Head Admin Office 1123 Stor. 1 25 to V) 'VEHICLE -P Wash Bay I STORAGE ;--- 113 - c -- ^ --- _ f 1 1 ---4 ----1 t r. -- 1 -- I Cleanout -- I ° - -- u -� — - Trough Drain I in 3 - -- I i I I � j UP I I .a III o o I I I ti � L li - o I u: Q 0 I co N I ao ' 2 I I I E c I o y" I I I o - Office I Slope --- Slope _121 I Inverter Head I I I I — II I I 0 Office I I I / o � 122,1 } N I Inverter Head o I I / \ 16'-0"x14'-0" OHD 16-0"x14'-11" OHD 16'-0"x14'-0" OHD �L� 16'-0"x14'-0" OHD O O O O 20' -0" 20' -0" 20' -0" 20' -0" 20' -0" i x5 �6 x� �1 2 3 EXISTING BUILDING PROPOSED ADDITION First Floor - Mechanical 1/811 = 1'-0" O O O i I I 20' -0" _ 20' 0" 18'-0" 22'-0" 120'-0" -- 4 56 ) 3/15/20161:61:47 PM 20' -0" 40' -0" 2 2n'-n,, 0 0 N 0 (%j n Mezzanine - Mechanical V-0" 3 C MECHANICAL LEGEND ¢ L a Symbol..Description Lube Oil Hose Reel © Compressed air Hose Reel a Vehicle Exhaust Recovery Hose Reel Gas Modine Heater y 15KW Qmark Electric Heater Hot water Baseboard Heat Electric Baseboard Heat Electric A/C Inverter Head with Rooftop Condensers it V � P;o CO 11 J CL ❑ Q Z ❑ O 0 4 ❑ a U O g IL J Q V Z _ U) W W O � a a Q SHEET NO. M-1,2 3/15/20161:51:48 PM 0 11 L 48' W x 84'H �n -- VEHICLE STORAGE ua; .- 48•W x 84"H Fm Open q _ 4LY-U" !2,, 3 OFFICE AREA SCALE 1/8 1) =1'0" x-F x-E X-D wiE" Ns'auEO N x m mx MM PLIM AM= AS r&QUM TO Nstv>, N MM RECESSED PENDENT SPRINKLER DETAIL M c1i 1 O N N O I �C) co X-C v - (V I O I00 TDLCO FID. 25 SURGE REs1RMNER TYPE i - FOR II-' AND 1-1/4 PIPE At87 HANGER O General Notes: TYPE 2 - FOR i 4" AND Y PPE MO HIWGER A —F --' `t `Q"''i" This drawing is intended to show the general arrangement and TO SYSTEM ® extent of work 'to be done. The locations given are approximate 4 ® Beam— — O and are subjeclx to modifications as may be found necessary to meet any structural or job conditions. The fire protection contractor is to visit 4' DRY VALVE I 'Ia 25 ° FIG. "�D �® the job site to verify all dimensions and job w/TRIM M9ttl MR4 BAND HANGERS OV DIr AND PIPE A TD IT OC U 7HE UPWARD MDVEME OF PPE Conditions. 4' ❑S&Y VA, W/TAMPER AMAAS R OCCURS DURING SPRINKLER MEAD ....- M STEM OR Caste ACTMNSM P All pipe dimensiions shown on this drawing are approximate and the FOR STEM OR CPVC PI.ASIIC PIPE TRAPEZE HANGER PURL/N HANGER fire protection Contractor is to verify all dimensions. 4 SURGE RESTRAINER TOP BEAM HANGER W .STRAP HANGER CODE �'2 P HANGER CODE 11'4 { HANGER CODE 129 HANGER CODE 115 All work to be (comply with the Massachusetts State Building Code 4' TO K�J 14 29 15 2 Eighth Edition,27CMR 1,2012, IBC Code 2009 and NFPA #13 2013. F.D.CDNN. 6X4 FLG'D RED ELL 1 1 ATR 1 1 ATR 1 1 ATR 1 All pipe 21/2 arrd larger to be schedule #10. All pipe smaller that 21/2 a• 4' CHECK VA. SILVERR BULLET VEL RING 1 TOLCO SURGE RESTRAINER TYPE 1 1 SWIVEL RING 1 SWIVEL RING 1 t0 be schedule #40. MODEL 2000000 )P BEAM CLAMP 2 NIL 0 J.TOP BEAM CLAMP 1 NIL o All hangers ands attachments to be as per the latest NFPA #13 standards. & WASHER SET 5 4 NIL 0 4 RETAINER STRAP 1 An5 NUT & WASHER SET 1 Sprinkler head t emperotures to be as specified or verify with job conditions. RISER DETAIL SCH40 PIPE 1 © NIL 0 NIL 0 NIL O nlTc cfl io to Proposed Inspection Bay x129 Frcpcs LO m co Lo 8 V e T4']'•-T t `25)4LW L\ 24�4LW 4LW ! n� 4LW 1-51/z —41/2 9 4 Ib'-O"XIAG-00 OHD 10-0 i! 16-O"x149 :8 OHD 1 D-O i 15'-0 xl4A—EbHD 10- 0 ; 0 0 0 o _ o 20'-0" 20'-0" 20'-0" 20'-0" FXTSTTPIr, 12r1'-r ,, III ITI NTMr, H CALCULATION f 1 CALCULATION 9 2 CALCULATION f 3 Hazard Class. Ordina Hazard 2 Hazard Class. System Type Dry FT WET Density .15 GPM/$ GPM a Calculated Area 1950 • Ip 111 Area per Sprinkler 1 1 • 1p @ Demand GPMC� Ps; GPM® Psi GPM® Psi FLOW TEST INFO: Firepump: Location: GPM0 Psi Date: Time: Test S . Orifice Size No of Outlet Pitot Press Psi Static Psi Residual Psi Flow GPM U G Pipe: 1 60 5 000 1 �® 2 Ft 3 1 SAFETY PSI ADDRESS: REVISION DATE DESCP, P-- �. IMPORTANT TO PREVENT FREEZING OF WATER IN WET PIPE SPRINKLER PiP;NG, OWNERS TO PROVIDE SUFFICIENT HEAT THROUGHOUT AREAS WHERE SPRINKLER PIPES ARE INSTALLED, UNLESS AN ANTI -FREEZE SYSTEM. ROOF SPRINKLER PLAN SCALE 1/8" = 1'-0" SPRINKLER SCHEDULE & LEGEND CR DESCRI TrCw a-- )CE I *K' I'V D TOTAL COUNT THIS SHEET = rwatmd Design Softwom J B ENGINEERING, INC. 96 RESMMR PARK DRIVE ROCKLAND, MA 02370 781-871-8277 SPft*L R t'!E MARK SMIEWS 0 f `3 0C 0 0 20'-0" 1 20'-0" 0 0 0 18'-0" 22'-0" DARTpMOUTHDPW oA SPRINKLER SYSTEM \ G ) E.1' H1 O I O O W N N �o 0 N EIGHTH EDITION 901.2.1 TIER DRAWING NORTH z DESIGNER J?mes N McHugh SCALE CHECK BY FILE NUMBER 16-33Z APPROVAL Local DATE 2/10/16 DRAWING W. SP— 1 I 9 3 120'-0" 5 ) (5.1) ( 6 7 20'-U' 20'-0" 20'-0" 20'-0" 9'-011 9'-0" 22'-0" T.O.Pier = 102.0' �I I T.O.W. & Pier , T.O.W. & Pier _ F � NI� � �. N) � I 104.0 , I 104.0 L Z_ - ----j- ----------� _Z_--.-----..-L �--- �-- - I"' �1------ - -_ -- O-i--------- I I I\ I I\ ! 1 J , I I 4 1 -1 4 g l g ' g g ,; C I 131 1 13 I I 14 14 ^`-' 12 1 112 � I I T.O.W. = 100.0 I I zi� ' 1 I Drop T.O.W. 4'-0" 1 1 E _ 6�-' 6 7 r; i 7 r 11 5 1 _ T.O.W. & Pie1-1 r-I-- \� Drop T.O.W. 6 Shaded Area I �5 _ 104.0 T.O.W. = 100.0' ' 14I II -1m4 Drop T.O.W. 4'-0" - -1-3� 11 ►1I 1- 3 o T.O.W.&Pier 104.0' ( I T.O.W. & Pier 104.0- 1 2'_31 ---- --�-t16n'-- 10" 001 14'-5" 16'-10" 1-71'-7" 16'-10" 1'-7"3'-10" ( - 1 Drop Footing -_D V -6" - - - - - - - - - - - - - - - - - 1 17K 7- - - - - - - - -- 41'-�" II1III IIIII 4L_ _J L131 I �1 001 I I 1 0 I I Drop T.Q.W. - 4'-6" Shaded Areas I I ( I N I L----- \\ I I 171 117 �) 171 117 7 7 I I I I I I I `-I I I I ! 1 1 I I I I I I I I I I I I I ? I I I I I 1 0 V I I I I I I N I I I I I I I I I I I 11rJ L�11 11/G\ rJ L-111 7 1 1 -{ 7 �--- L- J L I J � I I> I I I I I I I I I I I 1 1 I I j j b V O I I I I I G I I I I I ! I I I 7 1 7 _ _ 1 171 > 117 171 117 `� I I I I I I I > I Drop T.O.W. - 4'-6" Shaded Areas 112 12 I I I I I o v I I I I I I N 001 I I � � � AK1 1 1 I 001 J' O, I K +�I I I I D I I Similar r - �{- ` Similar CD rl I I Ln F - _!_ - r _ """��� -1 CAI I -� I I I r')-- -c-1 -J ! --- .-J � (-__- _ --- � r' I -� I--_--------� - - I-- - - -�-- --- -----� - O_F---------- If--__ ---_�-------- ! 1- �_� I -�_LDS_n -T.O- .W.&Pier T.O.W. & Pier _ r- T_ ��I Drop Footing 1-6" �1 104.0 100.0 , r I I i i I I „ I 1'-T' 16-10' 1'-T' 1'-7" 16'-10" 1'-7" 11" 16'-T' 6" 2'-T' 16'-10" I Drop T.O.W. 6 I T.O.W. = 100.0 Shaded Area I Drop T.O.W. 4'-0" , Ol.lt1 a 10 a 8" - 7, 811 12'-4,1 T.O.W. = 104.0' wwl w.. wAl Au ' •fnM I wA. A" 1 •nl An I nw. M ' 4-3/4"AB 00 Los ( M I I N Sk 1I 11 1811 81I T.O.W. & Pier = 104.0 3 - #6 Bars Vert. into f tg with #3 1'_011 I 2'-0" ties @ 1211 O.C. 3'-0"x 3' -0"x 12" ftg with 4 - #5 Bars each way Bott. 8 Detail- E (Typ.1 pls) i I 1' 41j r 1 IL N I 3 - #6 Bars Vert. L - 811 '1 811 -� into ftg with #3 - ties @ 12" o.c. 2-411 1'-811 4'-0"x 4'-0"x 12" ftg 4'-011' with 5 - #5 Bars each way Bott. 6 OetaiIF (T1 pIs) 2 1 - 0 4 - 3/411 AS - T O.W. & Pier = 104.0 - 0 0-----{ N 00 z_ T - Top of Wall = 104.0' 4-3/4"AB 0 %o I I D F - \ --- °A -- B C I L J Sk L. 2,-On 1'-O,1 1, 'V ^n 3 - #6 Bars each face into ftg with #3 ties @ 1211 O.C. 4'-0" 5'-0" Detail -G (Typ.- 4 pls) 1/211= it -oil CI �I I 3'-0" ,l11-011 1 N O i - - - - 1'-2it -2 �- I C, II 1 T 0 li y I I (I I I L---- I 0 Existing Top of Pier = 101.5' 1 M Existing Pier & Footing I I 6 - #5 Bars Vert. into f tg I w/ #3 Ties @ 12" o.c. 3" 1' -6" 3""- 2' -0"x 7' -6"x a' 41 Ftg 4-3/411 AS ' 2'-01111(See Section -":1 for T.O. Pier = 102.0' 211 01 Reinforcing) (2'-0" A.F.F.) 1 n Detail - A (Typ.1 pls) 1/211 = 1'-011 1' 6t1 71. Ao Top of Piers=:102.0' 0 _ ..... All y All 7 - - (_11 2'p A.F.F.) 1 I D L I K, - - -b - #5 Bars Vlzrt. I _ /� , 0\ into ftg with 43 v `O off ° I ties @ 12" o.c:. / ih I 1 4'-0"x 4'-O" N 12" I I --I- with 5 - #5 e'.ach way I Bott. 2'-0 2' -0" 4-3/4" AB 4'-0" 2 -5 n Detail - B (Typ. 4 pls) J 1/2" = 1'-011 4-3/411AB1 0 G I 0 _1 'gr O I m I I I L 3 - #6 Bars each face into ftg with #3 ties @ 1211 O.C. T.O.W. & Pier = 104.0' 2'- 4' -0"x 4' -0"x 12" with 5 - #5 each way Bott 1' -011 n Detail - C (Typ.1 pls) 1/211 = 1'-011 0 1 v 0 E T.O. Wall & Pier Line "E"=104.0' 1 T.O. Wall & Pier Line "A"=100.0' �+ I 4-3/411AB w I I 3 - #6 Bars each face into ftg with #3 ties @ 12" o.c. 2' -2"x 10' -0"x 2'-9" Ftg \ (See Section - 8 for Reinforcing) Detail H (Typ. 2 pls) 1/2 = 1'-0" NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH MA. BUILDING CODE 8TH EDITION. 2. FOOTINGS SHALL BE PLACED ON DRY, UNFROZEN SOIL. THE BOTTOM OF THE EXTERIOR FOOTINGS SHALL BE AT LEAST 4'-0" BELOW THE OUTSIDE GRADE AND BEAR ON 12" COMPACTED CRUSHED STONE 3. ALL CONCRETE SHALL BE QUALITY CONTROLLED CONCREIE OF NOT LESS THAN 3,000 PSF COMPRESSIVE STRENGTH AT 28 DAYS. 4. ALL REINFORCING BARS SHALL BE OF NEW BILLET STEEL CONFORMING TO ASTM A615 GRADE 60, PIER TIE REINFORCING MAY BE OF GRADE 40. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. AND HAVE A MAX. OF 1" CONCRETE COVER FROM TOP OF SLAB. 6. TYPICAL REINFORCING AT OPENINGS, WALLS, SLABS AND STEPPED FOOTINGS SAW CUT JOINTS AND CHAMFERS. ( SEE FOUNDATION DETAIL SHEET) 7. ALL BOLTS SHALL BE A325. 3/4'T 17" LONG WITH 3" HOOK AND 3" PROJECTION. 8. FORM OUT OVERHEAD DOOR OPENINGS & FILL JAMBS WITH CONCRETE. ( SEE FOUNDATION DETAIL SHEET) 9. ALL POOR SOIL ENCOUNTERED DURING EXCAVATION TO BE REMOVED AND REPLACED WITH NEW COMPACTED STRUCTURAL GRANULAR FILL. 10. TEST SOIL COMPACTION TO A MIN. OF 95% MAX. SOIL DENSITY PRIOR TO PLACING FOOTINGS 11. ALL CONCRETE SHALL BE MECHANICALLY VIBRATED DURING PLACEMENT 12.SOIL CONDITIONS AND FOUNDATION REINFORCING TO BE INSPECTED BY STRUCTURAL ENGINEER BEFORE PLACEMENT OF CONCRETE. 13. CONCRETE SLAB TO BE PLACED ON 12" COMPACTED GRAVEL 14. PROVIDE CONSTRUCTION JOINTS AND CONTROL JOINTS AS SHOWN ON DRAWING. 15. STRUCTURAL FOUNDATION DESIGNED BASED ON 3,000 PSF SOIL CAPACITY MINIMUM. 4 - 3/4" AS 1' -4" - - - - - - -- o -- E 0 9 1 A ' IL A I N I I I 3' -0"x 5' -0"x 16" I I 4 - #5 Bars x 4'-6" Long way I 6 - #5 Bars x 2'-6" Short way '-0" 1'-0" 1'-0" Bott. Top of Pier = 104.0' 4' -0" i 1' -OII 3 - #6 Bars each face 5'-0" into ftg with #3 ties @ 12" O.C. 7 n Detail - D (Typ.3 pls) 1/211 = 1' -011 6 Detail -J (Typ. 6 pis) 1/211= 1 -0 , 4-3/4"AB Bars Vert, each face into ftg with #3 ties @ 1211 O.C. 6' -0"x 6' -0"x 16" f tg w/7 - #6 bars each way Bott. 2 - #7 x 15'-O" Hairpin Ba- ( Mechanical Connection Through Pier) " M, co W Lu D O 07 w W O z 2 c w cn o � zz a Q cvnC) Q oC1 m W O CK Q z 4 G Q SHEET NO. S-iiiii 4/11/2016 8:04:17 AM M 1 I - -_--- 4-3/411AB I %�+ vor 0 .o „ • ¢ 8 !-1 NO N i 6" 6" l _ T.O.W. &Piers - 104.0' O 111011 3 - #6 Bars Vert. each face into ftg with #3 ties 1 @ 12" O.C. p,. d•e 1.. 9 2'-0" 2'-0" 4'-0"x 4'-0"x 12" ftg d; 4'-0" w/5 - #5 bars each way ° c` Bott. ° 1 1 Detail -t1K (Typ•4 pls) 1/2 = 1 -0 FL.EL. = 100.0' 3 _ #6 Bars Vert. into ftg w/ #3 1 Vies @ 12" ox 1 o 4 - #5 Pars 1, -411 811 �4w 811 each way Plott. 3' -0" 5.1 Section, - 5 (Typ.1 pls) 1/2 - T.O.F. = 99.33' (8" B.F.F.) FL.EL. = 100.0' 00 ° d 1 d. 5'-0 "x 5'-0"x 12"ftg 2'-6" 2'-6" w/6 - #5 Bars each way 5' -0" Bott. 3 6 n Section-11(Typ. 2 pls) 1'-011 _ dd T.O.F. = 99.33' (8" B.F.F.) 2' -6" 2'-6 " 5'-0 "x 5'-0 "x 12" f tg' 5' -0" w/6 - #5 Bars each way Bott. n Detail - L (Typ. 2 p1s) L 1/211 = 1'-0" T.O.W. 104.0' t o 5 - #4 Bars - p2,-6„ 1,_6,t Each Face Cont. 0 1 %o FL.EL. = 100.0' 0 1 GRADE #4 @ 12" O.C. 98.0'r\- #4 @ 1211 O.C. _ 0 07 F�j o iO ih !-0 d° D 1' -011 2'-0 5 - #5 Cont. 7 Ili I 4' -011 7 Section -12 (Cont. Wall) 1/211 = V-011 T.O.W. & Pier = 104.0' I 3 - #6 Bars each face into ftg with #3 ties o @ 12" o.c. lit 4_ dd- FI.EI. =100.0' Co - ^ d W e` d. 4 - #5 Bars V -4" �1'-Ofl V -4" each way Bott. rl 4'-0" 6,j Section - 6 (Typ.1 p1s) 1/2" = 1'-0" E I 2 - #4 Cont. (Typ.. 3 pis) 2- #4 Cont. 811 / p11 'l0" 2O 6 Section -13 (Cont. Wall) 1/211 = 1'-011 :C 1'-o" 9119" T.O. Pier=102.0' 1 I 6 - #5 Bars Vert, into ftg w/ #3 Ties @ 12" ox 1 911 9" 3' T.O. Pier=102.0' o � N Grade = 100.0' 3" Rigid Insulation _ 6 • #5 Bars Vert. I 1 14 - #5 Bars x V-6" Ig Short way Q into ftg w/ #3 3 - #5 Bars (as Shown) Long way 0o Ties @ 12" ox I J� Section-1(Typ. 1 p1s) 1 2" = 1'-0" 1 T.O.W. & Pier = 104.0' 3 - #6 Bars each face o into ftg with #3 ties d- @ 1211 O.C. FLEI. = 100.0' 1 0 r. I in 1' " 3'-0" -01' -0" 4 - #5 Bars x 4'-6" Long way 6 - #5 Bars x 2'-6" Short way 5' -0" Bott. 7 y Sec ion - 7 (Typ. p1s) 1/2 - 1 -0If . 2 - #4 Cont. (Typ. 2 pis) 2 - #4 Cont. Section -14 (Cont. Wall) 1/211= 1 1.011 14, 5 - #5 Bars each way 1,_3" 1'-6'3't 11'-0" Bott. G n Section - 2 (Typ. 4 pls) 1/2 - 1 -0 0 V- 0 d- %o , M 2 - #4 Cont. (Typ. 3 pls) ° 0 2 - #4 Cont. 6" 11' -0n 6w 2' -0" E A. �.. Section -15 (Cont. Wall) 1/2 = 1 -Off T.O. Wall & Pier=104.0' 1 T.O.W,&� Pier = 104.0' I 3 - #6 Cars each face into ftg twith #3 ties @ 12" o.c. 0 1 FLEI.=1010.0' M e o i' -6" L6-,L6-,[ 1' -6" 15 - #5 Bars 41 O„ peach way Bott. b n Section - 3 CTyp.1 ply) � 1/2" = 1' -011 <d - 3 - #6 Bars each face . into ftg with #3 ties d 4 @ 12" O.C. e L- Slab Elev. = 100.0 _ 3" Rigid Insulation 4 f e ° - - - #7 Bars x V-6" Ig @ 6" ox Short `way #7 Bars @ 6" ox (as Shown) Lone way dA -EXI5TING°FOOTING - _ 1 1'-911 311 4'-O„ 2'-O„ 311 7 i 7 6' -0" 4'-0 10' -0" A E Section - 8 (Typ. 2 pls) 1/2 1 0 2 - #4 Cont. 0 < < (Typ. 2 pis) :� 2 - #4 Cont. Sk 6" 1'-011 L611 2'-0" A Section -16 (Cont. Wall) 1/211= 1 -oil Co T.O.W. & Pier = 104.0' 3 - #6 Bars each face o into ftg with #3 ties V @ 12" o.c. FI.EI. = 100.0' a Q 0 in V 1 rt 1'-0" 1'-4" 21_8 11 , _011 4 - #5 Bars x 4' 4" Long way 6 - #5 Bars x 2'4" Short wa Bott. n S ion - 4 (Typ. 3 pls) 1/2" = 1'-0" T.O.W. & Pier = 104.0' I 3 - #b Bars each face into ftg with #3 ties @ 12" O.C. 0 1 FIRI. = 100.0' W 1 M 1' -3" I 1' -6" 1' -3" 5 - #5 Bars 4'-0" each way Bott. A E 11 Section-10 (Typ. 4 p1s) -1 -0 , L_" 2 - #4 Cont. 811 a 11 ,- o 70, Section - 17 (Typ. CMU Wall f t 1/211= V-0" 0 1 E in u.. d ram-- cv Cs w t-- A c? O cp w N NO � Vi N J H w Q Q Co o Z 0 > O p m p LOS SHEET NO. S-12 4/11/2016 8:04:18 AM