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0060 PARK STREET - 243-3
W Z m � � F o�T� roQ�e S � 2 Pi9,uc i'H,2,r r.J?Q �' \ PL. MAID' N D 0 IZ ` �20 %:Ss ca HYZN A,vn//5� 1 ` D HA,2 Bose 2 �� N c9� 4S F o,E ,E'E G/5 T,QY U S E. LoGUS /"7F�F� ' 0 1 Scale � / " = 2000• 21 ° ZOti!/ti1G /"l/AJ A,2 E R 7 5©0 ` `r D• N I0 5 6 Q.. \2 ° 0 A• 0 � �J� , C.B. FA-)D. c.B . s e, 3'58_'09 "' E 80. 23' , pL_z?ti' a rn • f 8A2�S 7 ,4� ,BL m m COOL/DGE m � Sct9LE A-/oVE/"IBE,e 30, /984 o� w w NFrees 1vcr5 - U tV LE JJ/ S m m / G O,e D O ti o 20 40 Q U N L 4 / 400 N / GF�M/LE f3 . A-I0UDC N N PETTlS ? � C.a r=,vv. ,2EFE,2ENcE ,VO DEC-D BOOS 4 1-7 5 3 _ _ �/� 3048 'o2" G`! 4.33 / 75 . 98 /.27 PC.le?ti BooK 363 PAGE 49 C.6. F �10 D-H • � A5.5R5, MHP 340 Pf9RcEL5 PL A/-/ 8 0 O Ae l / P/9 G E •7 5 j PLfanJ Soo, 64 PH(SE PL19AJ BOOS /06 PA (5a 2l - - m " VJ �j U (� N 3 f�PF�,eOVF�L U/`/DE..r2 THE SUgDlV1S/Oti � 0 m � 11, D I O AJ Y5/O S CO til T,e OL L ,4)W ti/oT' ,2 E Q U/,2 E D . J U 1 N C1 Q N n; N a M/(fHEL/5 C0 o L. /D G E M E S nc -- - - E/�D�A/AJ TMH55. r2oF� D �82�0q — ul tv c.B. Fl D DF�VI D B . ELMB)2 v1 3 J/LL S. ELME/2 l v O m O 3 F3nJcHD� D� W ,Q 0�2LEf�lUS Mf3 S S . N N A/D to H2E W G�2,9 M M f•3T/C f-�S � 3 � Q, ' 3 PHlLIP �l/ cHIOTELL/S m I4 T PL A Al HA 5 B E E A,j i ,eULES f��/D ,2EGULA-rlOIVS Or- THE ,2EGlSTE,eS OF DEEDS O F" T/-1 E. c o P-I M o&J l v E/,9 L7"H OF Mf� SSF� Cf-IUSE.TTS. L. O l..J � 1.AJ E L L E�, /n c . /,, /p 714 Mfg/�/ 5T,2CET V 3 O� /98 y!�eMOcJTH MASS. D�3"TE i2EG. L�J SUAVE O ,e g4 - 025 to N 0 W t—.� -� IF�l F] El LlE Fl L Ll Ll Fl `' r--1 -� 1 I � , � 1 i � I � - - ----- 0. y - _. _ � 18� 09 0° MIN 181 Lju M•• r 41 too- too CJ + o i .eoTH NDtRc,RouiiD) �' // - /i --- .''.` / �' /• ;' N VvWr cc / r P>t• �F• •7 FY 7 �P I , � SANITARY / ,- �" /r �/Y /" 9'��©__ _ /// _ �,,,% / .•, ' / Q O �I � / /j"/i j / / / l�/ / / / ✓��. Z7 - �G.P� __-- --—, DAMP DN O ' RAP �• _ __ A. BELOW , 8 NPATF-IZ METER ��f< FQN I( -DN• u�. t 1 w U n i u I It M A N N O L E . �•O C� 1� V i 7 ck — -- -- — — — -------- ---- — ---- -- _ — --- — -- — --- -- — — --- — .. .— / 1 i e <c I J U Fn L c - � __-- a n. 0 PERMIT #26879 — HOMES, INC. 9= OF TCE BLDG, MEDICAL OFFICE Ham- 60 Park Street . Hyannis A=243-3 U REVISIONS DATE v PROJECT NUMBER SHEET NUMBER Lwo v z LS- 1 z m MMAWVAIt'.RVc +'.'.dI90fi'- 'ae.kyMWc.; !YffiIWiR:M:�IPtlEi'fi:hu.w.'yMMnvR:*An^•.vM'k� •'.n•_.n,x, .u^,!M-i.a 4e 1,�+tn.:wvf..T.4II+.'riLIF: - ' 4 , 5r n D 1y f _ A7 41- AfrA. B N 1/4 i• 3�1 2 b'� *' 1 -6" I�. ivy' 12�•6►� 11' bu _ _ 11'•b�f �u b'.. 3 e4•,'�- a u, f i too O cc u 11 N OFFIGF JVI':'�4 H$ A ! 7 - �' c�'. - OFF ! '-C 5!Jf , �► E� � ? , ..� A 01 J � > S 0uCL' _. lb J _2h i AL FjIIiM.F.. ON mini 03 O 8 J 16��aI M. ib VV ` t 44 CORLFLIPOIZ , o G o l�Rom► D v-iZ -M 3 . _ ogiD04 � T , , - T LJ ' t Is 7 if �L too j (1 , S ,.�,.- - __ --. � _. _ _ .S-frtMs:_. 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'' ---- - - - - 2 N P F L., 17 C� Li_t� I I l •j I 1 LEi LIE, 4 1 I ► L: ri - I f J 1 f L i1.i I 1_L _1 I 'cat *jIj1 ' FE71 ,72 \EE ' - r- 3 6'- �n r--- I F_L, EE r — 71i Q y r, � I --- - - t1 lal IA Ull - -- _ nn ---_ -- - _--_- - - -- - - PL �l V E tL- 48' 1 /zii j1 = -- EL. (S) +- HTID \r \ En - L-1 �,A EE nH I id 0 ut I E Im HIM I Lei—J—J .. ME GI Y r'.—, —� •• HH F�_ o � � • r_, o: w --- ►� -- -MLNT I I EL . .7'-,S r P'-' T I L0 N REVISIONS 5 C oNo- E' DATE 24 PROJECT NUMBt:R SHEET NUMBER - 6 z m ip N O . W C'f W a y ` Mci z o �T a W Lu m � 1 H CJ 1 I �I W W cr l I a , o o o � I , 00 0 I 3- 0 I U n REVISIONS DAT-. PROJECT NUMBER S 4 1 1 SHEET NUMBER v v z Z A-4 m a= it uj 4 �L w . III: Icc u 1 r ( Z406 O Lu -- lei y NA . cm) \ I r — Lu A 77 1 c -7D Y /� LT2U�5 I 1' Ix , T r i : I r I �1 4 - / � —•�---.__._ _..__ _--. ._-----: -- -- --._ ._ __. — -- / \'A' _ _. _ _ �: ' 1 -- -... .—.. - � ,. ! it .r i fff • I , , n ki T I l �- a l r� I I f i : I c I J OI I v� � r � � 0 � • ' ' � � 1 � o F T 14 i i I i a I _ 2 7 — _ I ( 1 l • - - nronrr ry — + m c a -_ = 0 REVISIONS DATE v PROJECT NUMBER SHEET NUMBER -TV, z o I W Id. y .. N 0 ci (A W o ►— m 409— w _ 7 ccO~1 1 ' I p L y i (_ _ -- , K) c o N?I N U o u 5 3/4" n 4 HARPWOc?P PARTITION - -- - � � ---� —_-_._ I4%1' NAR.DV'J00✓� ''� 'F.7ITI0N ++ Q GAP Dry /4" 56J01 r-,A P / -- 4---- \_ 1 CAP ON 4 5U( :.r"1F� .a UCUS i " x 7% " 4J2 NARD`,N'OOD AAI�TITEOt►� - - 2 z II -_ .._`, ,, ___ --_ - PA I N � [� t~•r�c.:K l,7`��"i G l_ ~ m CONTIN HARPWOoD HANDRAIL. �-- GAP oN 3i�- 5UA> Ap --`'�- -♦ --__ ___-'k-.-� z - MET,a.L. ' L' PaEAV (?Y�'; i,r�t<) WITH 3/+" r</\.rpIUS TYP. I ! PAIH-r t�L.AC,!� '-rYP� ,.A �� -AV, i ,o � f R FVAL. - PAINT ? t-A K - I1iE "? A l L_' 3AV (TYPIC AL) - 2 4 - c0NTINU��uS 1% '� % l'o ' ;-t rZ " Ii�^Ii �� j %z �y-5 CA AC ��IC)E= of UM C� R•D F I z z �.V D ice___,- - - -- — - - - - --- 2. WOOP 5 T U D AT 16 0 I 1 n 4 I Wn �f> NANDRAI ►- 'l/V17H __ _ I WITH kAVi US TOP. SEGURE � — coUNT �=�a sUNK F LA,"FM : P�( I GONTINUUU I �; x7/� ►+= % 5C (ZEWSa nROV; PF- v'V0o HAR[7WOc�D I P' � I i HAP!f7RAli.- wiTH 2" X 3" x �' L.oNG �L �= T� MP�TUH RAIL 1N j �' , 1 I� - C 10 T _ _ _ \ -_ N �: E F� I E x N R AD 1 1. x 3 x CND f�, rwa: r , 0 4 �.;� c r�..A. A.*. 1, �N _ � I - o N� M A x MUM T D -- i .,, C �NTf{ r1AxINiJM STYPItA,� j � r _` - i HAMVRr.; ` 7o ENC%� vJAL�L v V i STAI RW>~Ut_ PARTITION .. POV tD /�/O:JV BI.OGK ( M C.j R '/x" GYP5uM 1'oARP �.AcH I f I \ / I3ETWF- E. 5TUD A 5 5 _ VV' o OD MULD! N� llX _ PIPE oP ;7-I x4 1, REQUIRED wc�,�C' - FOR RIGIDITY \ STU175 aI b O. C_ WOOP �5TUD5 ATE 16" ON Ct tm-mR --- - - _ �� ,__- � \ i 3,;�' �IGHTIN�I GHT nNGRETE .- M: r AlIll F; . L AT ;r—OOFL LANPINu ON1. , rld v, a 1 i Af�irtlE.D I" I" WOOF SGOTIA 0N'rINLj1US MUIULDIMct r . r,:�U i P ,3 Li I'?F L-c'R.1 N�" Woop TRH I r� ter^ WA e� I ••� ! v. GoNTINUQU5 I3uaGIcINC� (TYP.� - - G i/ I A� (.,. OF YvAG- L- A.� �.. /�N I �''� j40 I x CONTiNJoU5 Woo WEDGES �TYPIe �U) I 0 1L � 3" Wo0D F :AMIN A,T -�— < 2 Y HEAD S - S - o I 1 5TRucTuR1�L. pRAw1N _ -I 2 4 0.C, 137 M A M U F A "f v F� E (2. i 1�. � A I G T E G- --- -T 1 ` - �/ - , �. F rnj.A R1 \ T C) R, F- K t< c1 Y I,.F. LAM - , �T/L I F�. f� ,M � �Y 1 I N Gi a _� � � 1 I HAR.gwoop RI ��RS �.- - - , coN I` I N�JOLI�, }-- \� h > �.aGKIN �TYptGAL)---- — _ ' �^� STAIR. A55E.MP L.`( _Y %b .,O G 'T 5 S E T S i �. I Q I I GY2�SUM HOARD SoFFI? — i' q H A h7 v N G -k S G r -- _ VINYL a i � T t� - - - � METr"�L- GOF;. NE(<. P>�AJ7 ----.. , , `, I OF coNcRETE FI �_L �\ %z c,YP:5UM BOARD '_ j2" C�YP UM E'�OARP -- _ ,`I� r ?�RGWooD PARTITION 3- " ENC. t_ J :U �w- GAP ON `'� SU�CAP REVISIONS /.� ToNGUr� Arit> c�RUoVE �' \ _ rJ' NTi'H .�OUS I/z xz/2 NAF�v " I DATr. 2 2E A KB,_.. I: EE:` —__ C� +- I� x H e --- uIL !- I- { WOOP HANpR.AIL WITH 3/4' RADiUG TUP _ 5TIZUCTUKA�. DRAWINGS - ---- - N O 5 I r-I C, - ? READ PROJECT NUMBER � F'oR FI2AMINc� LID - -- - - - - _ ----- ------ r - - - _ �. _ A R `� p P � TA I L AT F L C C Z L- A N P I N �.. 8 4 1 1 Z A ( L. A�" =- l� ,J O R, �- A►~ p I G D P . A,1`�I ,�fi L N I I N SHEET NUMBER A-7 S C<A L E I !!/�" = I p A-7 ScAt_ E I�ZI _ I _ oI — A-7 5GALF- : I/emu NOTE = DETAIL_ AT MID ' L.ANC� 1Nq 51MIL_.A{2 - y 4 - , i M W w W IF .r. .. . . . .r— ....—rs al+.•w.ir.-�. .��_.�r...�.�r-. .�..�—.�.� .-� �— err.�..wsr .�.��i..�� .� .� ...� T+�.� ter—ter.'ter..aw..� err �.�. w• �. �� w cc u C,ot�fcF-TE ,L+►b IL H { mtklMt3n C.-cm -top ap ik s�t.. OLO N Fat�bc vv vA&.' vi c.4 x w 1.4 'd �,,, G o W it I s # A -4. rr.7 12 i r � I � t r [ J � t I R4*10A*5 ONE W bartc A �-- I ..' .......—_. __� 1 r � t�f+•n f° a r R^NAe' u.p 8`.r 1 i ao Go uM gtZ� O&A-sE AIJG >z Pw T5 tw1AR1�S w I x 18.9 5.4 P. [� x t x - It -3/4 ,,+•. x 1 _� LC t MK _ fat �'_�. q x x o'- 9` �-3/4 A•1� � t'-q .•t H` . m Q 7 4c 71 It- - � ..r fo Iet�SSESr WO» TI t1Si� (5) le-o"O.G, , ` N Q � A — �!t +�?rt t fQ !t''xx22 1 YW trD `['!� h PL,Ar-Et7 O t�tc-w1^R Tb g�P�t��`r�.t� �� �s 0 x t li'x J z .. T - o < c -- _ 07 D T = o � o 1. Top of 5TE E L Q 1,51 �=�,. at— o, Z PH - � I REVISIONS I iv DATE i r v / PROJECT NUMBER 0 co v n c T r l R 7 l � LOOQ PLAN i8 % is ' SHEET NUMBER z z m cc 0 uj Z IL h ` I h h y Z � o ma ILK 2col�p►9 Ties - -`�- - - - - - - - - - - - - - - - - - - i 2x►2 - - - - - - - -- - - _ F�eI1Z - - - � DN. 2x rL t�IDG� M 2x to 2�-0" S ti W M x 2.2 2 x 12 (Co'' Ole _ 67 . J Ali i I(,o G " t (6p OIEEP 71Z SS Q 2�-U` OleTu 2x8 l "o•G. HP,ND OT '5101r o� p� � p� 1"[f AND • Q w V W x 1 �, v U ATT 1 C �LOOQ PLAN - 8 = i2 �7 (9 I; 24►� o/G I o W I I DESIl�+►1 I — a r+ � Ole, G 1 G" DEEP D. 'CR uSs �.s @ 2�-p" ^_ / O _ A� a xZ.Z - ti O 'z x 1 O @ 'Z 1-C; �" o G _ Z-jo G 0-0 'at � v V op- �2. 2z I a lip 16p J?F,i P w V. -Tie u�F�s @ 21-=� ©j c I QL 2ou x►o . , Z C I I L REVISIONS DATE SECOND PLOOn -PLAN • 'a " � �2" PROJECT NUMBER o v v SHEET NUMBER v z z m 4 . Clearance of Main Reinforcing Bars from Adjacent Concrete Surfaces Shall Be: 6 . Connections between roof trusses and plate shall be made with TECO TRIP-L- TYPICAL NOTES a . Where unformed face of concrete is i.n contact with earth, 3" ; except GRIP Framing Anchors , as manufactured by TECO, Washington DC, or approved slabs, 1-1/2" . equal . Special nails shall be supplied by the manufacturer with the anchors GENERAL b. Where formed face of concrete is in contact with earth , or exposed to the and shall be submitted for approval . weather, 2" ; 1 . Structural drawings shall be used in conjunction with the Architectural , c . At interior exposed faces of walls, 1 " ; 7 . Provide 1 x 3 wood cross bridqing or approved equal @ 8 '-0" max, o.c . Mechanical, Electrical drawings, shop drawings and specifications. d. In slabs 3/4 " ; e . The maximum allowable deviation from the fiqur.es above , when olacinq re- DESIGN LOADS 2 . All dimensions and conditions must be verified in the field, and any inforcement in the forms shall be 1/4 " for concrete shapes more than 10" - discrepancies shall be brought to the attention of the Architect and/or in depth or width. 1 . The various nortions of the structure are designed to carry the followinq O Engineer for clarification before proceeding with the affected part of live loads in addition to specific machinery and equipment loads : o the work . STRUCTURAL STEEL 3 . Shop drawings for reinforcing, oist, deck , pan layouts , pour schedules, Roof 25 psf W j Y 1 . All structural steel shall be new steel conforming to the ASTM "Standard floors: Office 50 psf , first floor corridor, ' 100 psf , corridors above � W structural precast members, and structural steel shall be submitted to Specifications for Structural Steel" , serial designation A-36 , amended to first floor 80 psf , a the Architect anal/or Engineer and a stamped approval received before date , unless otherwise noted on plans or in schedules. z fabrication can proceed. Erection shall be made from approved shop ti-,ind Zone 3 , exposure C, Massachusetts State Code U drawings only . Seismic 1/3 KCSW' Massachusetts State Code N g Y • 2 . Shop and field connections shall be by bolts, high tensile bolts, or welding. d y Unless otherwise noted, all bolted connections shall be detailed for maximum EXCAVATIONS � . Unless otherwise noted , details shown on any drawing are to be considered end reaction of supported element; all welds shall develop full strength of N ~ i typical for all similar conditions . members to be welded. o 1 . Shore, sheet and brace excavations as required to assure complete safety = W against collapse of earth and damage to adjacent property including, but e 5 . The General Contractor shall review and approve all shop drawings, prior 3 . Provide grout of thickness as required and 1/4 " thick steel leveling plates a W m not limiti_q to, existing streets," building and utility lines. s to their submittal to the Engineer for approval. . under all column base plates . Anchor all columns to piers, walls, or foot- ings, with minimum 2-3/4 " diameter anchor bolts x l ' -4 " . MISCELLANEOUS N CONCRETE 4 . Steel_ angle lintels in pairs shall be plug welded together at 12" centers .1 . All concrete shall attain a minimum compressive strength of 3000 psi at 1 . All footings shall be carried down to undisturbed material having a minimum h =! bearing capacity of 2 tons psf . Elevations g p Y given are to computed bottom of the end of 28 days except as noted . 5 . Provide web stiffeners each side of beams sunpo.rtine� column loads equal to web thickness . footings, are minimum depths, and are not to be construed as limiting in � HCJ2. All types of slabs and beams shall be placed without horizontal construction any way the amount of excavation required 'to reach good bearing. No footinqs s joints. Vertical construction joints and stops in concrete work shall be 6 . All hollow tube columns shall have a 1/2" diameter weep hole in the side shall be placed in water or on frozen ground. In general , all exterior con- struction shall be carried down a minimum of 4 feet below finished exterior Z Q made at midspan or at points of minimum shear . Provide dowels at vertical wall , set 1" above finished floor for drainage during construction , grade. Contractor to verify with Architect and/or Engineer the soil condi- slab construction joints of an equivalent of 0 . 5% of the vertical concrete tion before pouring footings. W joint area . WOOD a 2.3 . The use of construction joints where shown on the drawings is not mandatory 1 . Interior 2"x4" stud partitions parallel to short direction o All foundation walls and grade beams shall be braced during the operationsf wood frame of backfilling and tamping. a unless so noted, but such joints may not be omitted, nor may joints be added, buildings shall be braced diagonally with 1 "x4 " let-in strapping , at each J N except with the approval of the Engineer. end of wall , on one side , crossing 3 stud spaces, as at corners of western framed wood structures. 3 . Provide 2 ft, cubes of unreinforced concrete as thrust blocks poured around =4 . A11 slabs _placed on grade shall be reinforced with minimum 6 x6 and behind all bends and intersections in water supply lines on the site out- - 1 . 4 x 1 . 4 side the building. weld wire mesh, lapped 12" on sides and ends unless otherwise shown on the 2. All framing timber shall be #1 I3em-Fir min . FB = 1200 psi . E-1 , 500 , 000 or drawings. approved equal . 4 . Provide, if required, under all underground storage tanks, a 1 ' -4 " thick con- „ crete mat, 12" larger each side, reinforced with #4 at 12" o.c. each way , 5. All slabs on grade shall be placed on minimum 6 layer of 95o compacted 3 . Wood sills shall be treated and anchored to foundation wall by 1/2" anchor gravel and placed .in panels not exceeding 1 , 000 square feet, unless other- bolts 1 ' -0" long spaced at 8 ' -0" max. o.c . top and bottom. wise indicated or directed by the Engineer. 4 . All nailing and fastening shall be in accordance with requirement set forth 6 . Foundation wall or grade beam construction joints shall be keyed and spaced in Section 854 and Appendix M of the Massachusetts Building Code. at 60' -0" maximum on center or at midspan, see details. 5 . a. Truss manufacturer shall submit truss design calculation , erection plans, REINFORCING details of anchorage and connections, and lumber specifications for ap- proval by the Engineer prior to fabrication . 1 . All reinforcing steel , except as otherwise noted, shall be deformed bars conforming to ASTM Designation A615 Grade 60. b. Truss shop drawings shall be submitted for approval prior to fabrication . Shop drawings shall show member sizes, stresses, connections, dimensions, 2 . All reinforcing, including column and pier ties, shall be detailed in ac- slopes and include plan placement drawings , showing dimensioned location cordance with ACI Manual as amended to date. of each truss. n w 3. Where continuous bars are called for, indicated, or required, they shall c. For final acceptance, the truss manufacturer or fabricator shall. furnish x U be run continuously around corners , lapped at necessary splices , splices a written certification that the trusses have been fabricated in compli- w staggered wherever possible, and hooked at discontinous ends. Laps shall ance with the design criteria of the State Code and have been designed be -36 diameters of the larger bar . under the supervision of a registered professional Engineer. U z 3 U r • V � a o a u REVISIONS DAT'? PROJECT NUMBER v 0 v SHEET NUMBER v z S -3 z 0 W F cc - a y N N Z O W F N W m L[IV I T ,C7 F-W tW J N v G W upWAT'EtZd - � Q z.'.2." WATot SaRVIGE. le W C yy ncc , W lwGFIXT6*4 SCHEDAt , ��SAN TAR JMARK FrxTURE S Op V CW HW �', 'WAFER CE°t�S✓T 4" 2" °° :.- LIMIT. %NQIRK 2 A.R. S S' tdG PIPING - • pf2bVID19 FOR I►�AIl tI A ? G► , tis . . . �oxL ._� " -- WASTE, �'�) v�vDERG�oc�t��� SOIL — WASTE 000 GV� .4* � �m VENT .(V) UNDERGROUND VENT ABOVE GROUND o w �.:�-- : x.� COLD .WATER (CW) UNDERGR®T.AtT1� • U CC r` , _ .. r.._ A'i'ER ABOVE GRQUNb L O W G Q , L C V E L PLAN ' I$M: � �Z� - COLD. 4d U ---•-,-�-.-r...;....,,. HOT 'GVATEI� A�IOVE GRC1U1'� ' VALVE BELOW `..' 1... _ - [ _J1C-sr 1----�---' CLEANOUT (CO) FCO FLUSH CLEANOUT O WEOF --�- -- WAIZ OLEAXOOT 'NEAR A-OOR SC NON-FREEZE SILL MCI( z Cl ..._ EAST 'IRON II�V, EL'.:. I1VE.RT E1,EkIATON ice- GENEMT, NOTES •OICAL X9t) S"�1�T'E CODES. °1. AFL PL•UMB�NG WORK SI�ALI, C:03tTFl,� TO ALL L ' TTON.S t _2. L PIPING ,SHOWN D,IAGRA�IMAT3rCl�k-LT�1' ONLY. EXACT �;OCA -, ��- .BE DETERMINED AT Jop SJTE. •_ A� 3. P`ITC�i ALL DRAIN LINES 1�'$-" PER ,FOOT: �i-LESS Q�'HER4SE �1f�,'I'ED. •� U ALL F PING SHALI,, A t CONC �`ALI;D ,.uNj SSA .0TH9R � . "N' ."t) r.+ u 5. ALI, ELEVATIONS' SMALL BE VERIFIED AT 10B SITE. 1 �1 6 . ALL WATER -PIPING SHALL' BE INS,TALLEZ�a�H I°T�`H PXrUMBING SUBCONTRACTOR SHALL, PROV��:7 ''' �N• ' �'�5 AT ALL- �,4in� p �POINTS. WAMR 7'. HOT AND/OR CQL1? WATER ' DROPS. AND jOF�°,.. x-� (2? � 34w P.2 . I f�FIXTURES SHALL BE RUN FULL SIZE 'I v : `+w 18.FRS BEY6." . FURTHEST FIXTURE BRANCH FR�I DRf)F$ t•�N'b,�OR R,�SE. ---- 14L 14"�7) --� -- _ -- DIAL _TksQMCt�I I't _ .�i" 50 GAL, Gins a »rlT, ,_._. 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