Loading...
HomeMy WebLinkAbout2009 - (#81) Improvement Project Restroom Facilities1111ff MI-0 00 00-1 J leg F I — ------ ----- - ---------- - - 1-4 L Z L :50E-4=-IT­ Wl/- FT ices L U.MIE� (W/6 3 -Y. ir Agn gwao Wtow E ' ®) .AEI, 4 :,ter ,...p •• — It Ilhill� III I ������ ' � .; ������� � Illlllli__..`_� _ ,�.u.�� r Y- � • • . . . ....... 5 ISTF-0 CTv KA-l-, P IZA id 1 N 4 J `4 Ca C, Zr: JK FLAN V S CHLITT 111417THSTRWTVr'aO DFAC FLrL32960 TEU 772-569-4999 op. FAX. 772778-7898 (M CCAJ OD it LO to LL TO IC3 T 14t Ui 3: -j 0 U W 20 11� I E Nj U. Uj LU Ott i Q Il EX-FLIZ IOR F H CKEDULEINI� SPACE BASE FLOORS WALLS Cell.- DOOR C41,04j-� CLG HGT REMARKS i U41 _L_ jf44 yLATi 4 N? MAT FIN MAT FIN MAT FIN MAT FIN STOOL L /A CC)t�C CeM, C _A," L/ LA_ P _4� 114 6 rp,a 4 0/-Z� Fi�A/J? 4 IFF, L qj N �,Ovt4 WA I-L - CM 0 N4 I-ii T1F_ V'A 1 9,0 T_A rL 6 Iz1_T)j W4 LL- CM V - I 1,1/1> + d_ ,w L 1 T 0.J - 'W/f L L - 6,14 CI Vil Ll�-A4;d N1,j \4'r "Z _1 r44541fr C IS*, L�SL'- - M41 C--- 0 1"'O'y g —4 will J-4 VX_ ralryA -,(Pr I L_4� 01v �EL4�4 q AIf 7 U j LL W Q < LL U) 0E 0 W � Z < (I)O�d. < M W LL 0 L U W > cl� W > i Z W W U) 06 o � Z W > U J E C P R 0 T A t1i NOW, Nism tz �w T1 R _-F.- M-Z-18 ..... .......... ...... ... ...... . .... ........... ... ...... RE: Application # 90000162 Restroorn Facility for Indian River Dr. SMART VENT9 Building Review 2/23/09 the correct style: A Choose Architects Response: FEV. In additionto sizing options,we offertwo style it b 4;1 + 14 Ith 3116" Hardie vented (perforated) panels at all INTERIOR -FINISH 'SCHEDULE SPACE BASE FLOORS WALLS CEILING - DOOR WIN CLI H'GT REMARKS J N'UCAT-101,j MAT FIN MAT FIN MAT FIN MAT FIN STOOL 12 A q11 9 vAfw,:�,y T I Ls_:�_ ro, LiEp e,1;1 u Z6 0,y4m, cam, F, e;> 4rex P.41ryr re- c; L. pni smc7z, stz5 z/ - c -;, e W A L'4.; 141 4 11� Bt�IJ i.E/v Ggr� lZim 6 me- qpN F, 144 7 ov �4 ja2,= 7, 14 MXT9,),rix-Z_ ri 0,1 _a f H- W I 1 4. 4T ek--- i U W4 14ii-fj, k Le V op lu .2 f ) c- rjA.41*:,L_ 4L. 43L� = ath j3v_ 0 e_,( T FLAO EXTERIOR ELEVATIONS' CROSS SECTION & SCHEDULES OF FINISHES T h, T L E /& 14 choices. The first is a dual function mo a at item AELICS W V VW" P will give you automatic flood with automatic ventilation. The second is our protection along soffits and loggia ceiling. No attic Insulation is required. FBC 1203,2 insulated model that seals out the cool or warm Item 2) Service space has open ceiling for access to attic, air, but opens as flood water rises. A Item 3) Loggia Porch concrete slab shall Slope 1/2" in six (6) feet Item 4) Site work — See Revised Site Plan, Building has been moved and grading redesigned with concrete slopes Into restrooms by Schulke, Bittle & 0 DATE W cl) Stoddard. o for non stooping or bending type. See WUXI Item 5) Drinking fountains shall be HI-L Model#: 1540-510 Kamm Engineering Plumbing Plan Revision. J 3 Installation Type- Masonry -wall Style: Louvered Item 6) Loggia Soffit and roof overhangs shall have 3/16 vented (perforated) Dimensions: 8'X 16' Hardie panels. (Typical at soffits 4-sides) 7 Bough Opening: 16%" x 8%' (l block, or CMU) Item 7) Roof Underlayment shall be as per Addendum No. 2-Roof Waterproofing Finish- Stainless Steel (Standard) Membrane: Polystick meets high temperature (mfg by Polyglas) Back nail One 8" x 16' vent is certified to cover 200 sqfft of each row per manufacturer sp ec's, each successive row of underlayment enclosed area for flood protection and 51 sq/in for 11 fastening. row -covering back nail placed to overlap over previous ro ventilation. Www sjjj MF ce, item 8) Sheet A-1 Floor Plan now shows a Baby Changing Station in both men and women's restroom on a Center Line of wall opposite -fixture wall at 34" DOOR .'SCHEDULE', DOOR h 0., SIZE. TYPE. FRAME 1W. F_ rz, HDW. s5cuViz, ry e f F IN, . (1)Pr_ 6> r4o_ cv,kqua at-411 -7 L F. -T- -pi i4 iE� POLY E�12 Gj,� 4=a:2::r 4:�-N44 Y4 WgI64 /t RiWp 57,ilcicy --A L 56�4 .14V e- A X 74X /I SE� 4f INT, d� Tw lzy Ff--n I A-Tt ON -4 MA fkt!! IA-L- Fr �4, 2 M:__F H, , IF10 1 .5, lg� � I a 11, v TPTL $3 APPROVED BY0 `S H E E IT N 0. INK env KID J­ AFF (Bottom Vanity or lavatory height.) loillillipoll I I PON milli 11 1 1 e'i 'XvL.a' dj%2 v [, -, N Tf p r��T�'� . �yYGr F "ttr_ip Y '�� ' � rCs TM #` iJ r 'i�r j'�`s _' 'iyLf=' ?>'�1 :. -• "FC I��O%(.. F/�I�0 to FC4a. 111-1 $Zd rz'j �`j�� �lr Wf C-�i(- RV 0 0 1 Jrtl(. j tDrl� t► . �Yltt� htC> �X4'Ut1t"o°fce;'CC' ftc 0:•C �' izvi�i�sl�ou9. ,- �c� v t �,y g�t� i t►t Sri iii t t Nil , zq4 ._f -- _ _ •V -- .._ lam. •:..... 1/ 7 0111 A4037 - �rf 1-. SEL.�-5is l#G. VjVPe_Iz I -Ay MFdr' ��, y , t/'q'r:� , , _F20V Air 6 ...pj:a:.. -� 13`t?f�3b� I '-Ni (;V3 Q, 6) lz t ' ,=.r a _.. �.�,:�`T�_•� :-t:;;fi�"3-err�`::z�a':�'�:;fri��-xt•>:[.��...._�- - i-' •- j s - i><Z f✓'1 c lN_r 6vL07j olX'f -`t ii��% -A ,- J iwb AMC Mtb) -of. tl 51ZA i,9f5 [2� •�i�1,7 ' . i i .4���+Tt a tT - , -- err == j -::1"r =-ems- ►t �. -. - =� b T �1C AP r_ --- :�.�: _ �-•�--.�_.�:_. :.'? __7 (�)li 'I f 4e-f iZ 6 G3i_A*zz .&I-- C. OF y / � gi i<<U 1 � fir ' � ' I iJla LL-67 ' (".:i�:=-�== �j45 rtLu� `13 y oltj1_1.(l1L,t\� 1W ��� -� V: ►' , � Qt"3 it �_�?-�- �� � 81_ Yf� Z 1i•-1j T� -� .t t- 00 00 r d F � I 00 00 - t3 _ 1 - `l` 1-=�t•Z _� ��©r�N1:= i la - �i:.�\ems 1 r sV 1.., >�' '_ �._-----,S VEI�•Cil�Za ¢'o'�s.�_ _ ¢---(6_.._0'='ALt,. 5 ' 1v�4� 7- r--A or oreXijIfjeV is �+ 8i1•cr A111,1. Idtz-O--tvA LVL - - - {'�G./ l-1 raj ��L o,� i� i� ���ts _ _ - N' L a, / . t (7 L� tj' = l t ' Ci i20 �3, i� t7. ` /�� W � X 1 �' w 06 J Lli Q n- Lu ._. Z Z O r' t ® ntk;UU tl t tort: In accordance with the 2006 International Building Cade° and 2006 Intemational Residential Code® for One- and Two -Family Dwellings HardlePlankTM Lap Siding is recognized as ) ' fiber -cement siding. Supplementary code compliance details are and in ICC•ES Legacy Re NER-405. /aCzf �f _b I _ 9• PP ry P fo a9 cY Port . , > S :. ,-----•... ' _ -. ,. +.._ :.. Zt,� �.� 6s�•�.t:1✓.:'._�'� 1r;��l_')'_-... i____� � �3 t •�. _�'.v..SM141- tA , _ .. _ _ __ ttr� i _ s Hardie International Finance 8.V. All rights reserved, Arbors^ t.� i t i t I V CIMT arm_-:,_.�r:;.Z....._-c'+t3. T�' j�4 St1�s� ®2007Jame - - N' of < RE. Applic - I IV Ctclvt i.r) Vvv Restroom Facility or Indian River Dr. i = . ._::. �_ Choose the correct siyle. tY s k1� t�. '�? (� p tLl F1� Lie. r('�', Building Review 2/23/09 • A t mF� In addition to sizing options, we offer two style T to T L E 1 �� Architects Response: V R spo se: RE i t_© choices. The first is a dual function model that '' )1 t( " _-.._r..,., - ,rf ' :. -' a . < '1/i: Pt''r�P "�. F'. '-' _ � - -• - - I „ ,. t' t :. •,? • . . _ . _._ _ will give you automatic flood protection along Item 1) Attics will be ventilated with 3/16 Hardie vented (perforated) panels at all l.t�:,._._ is 1 . ' ►.M-. I,a 1' p 9 Y p g -- I I soffits and loggia ceiling. No attic insulation is required. FBC 1203.2 with automatic ventilation. The second is our :. _ T' _.. __ ..• II t i Q I -'� •: ,:1=';r j _ -rr- ; , _.. insulated model that seals out the cool or warm Item 2) Service space has open ceiling for access to attic. !!! air but o -^�� _d9_..••- - `- i�tlti�9t-t'� t'A P _ A ► pens as flood water rises. Item 3) Loggia Porch concrete slab shall slope '/z in six (6) feet t Liss_ •.:Cy.L' Wo' i� 1 u f �,r - t'1- - > %i�>� x � F6rcM wtelff y ,.• Item 4) Site work - See Revised Site Plan. Building has been moved and grading t _"� (f ►:_ `� :, irk. ;?I?I i ... -LA :_ redesigned with concrete slopes into restrooms by Schulke, Bittle &. wA L L. `%(it� i•(/ . 5r'S'1Ci ln� Va C.� .. Stoddard. j 7 t �� U�iz t� ' . ,n : Item 5) Drinking fountains shall be Hi-Lo for non -stooping ben ping or ding type. See �. Kamm Engineering Plumbing Plan Revision. - - -- g _ Item 6} Loggia Soffit and roof overhangs shall have 3116" vented (perforated) i I l ` it t H tI it j ' Hardie n (Typical soffits side a t -a - �.. • 4 -� I _i.... .�.-.7t.f:'aa":N{' i..1J.;.Q.�• �SPP r s �_ r;:,.;._.© as _ G �.� __-�fiS S . :.r.. -. d i t- tt ii ' - Item nde a e ` T5 "' ` " } ' " Roof Upa la mentsh shall be as ser AddSndum No 2-Roof Waterproofing l irx..�x7...../i .nt7 .. tcticsL a?t. wCc Jr�y , .� �) Y p rp 9 riioaecr>No., �.n t - J - Y p -• A . t �,- _ , .• } Membrane: Polystick meets high temperature (mfg by Polyglas) Back nail V Model #: 1540-510 (14 1cr-4 each row per manufacturer specs, each successive row of underlayment Oh�� cfl 'i ` ;+ • ': t 3 placed to overlap over previous row -covering back nail fastening. _ r . r •z; -� - : f „ t Installation Type:Masonry Wall oAtat �_ _-. `" - t ►1/ t'?._ i1j� ji,�- .l i:i ,Uf`L: i-I ! Item 8) Sheet A-1 Floor Plan now shows a Baby Changing Station in both men o" Style: Louvered men's re opposite fixture wall at 34" art -- _ _-- . ___.. t>... - -�'_- :- and wo str om on a Center Line of wall oppo ite fxt I -Y..,. --. _-.... Iz (Bottom � _- _ _ V r _-�"'(Y�_._�f�2 C $„ �„lavatory height.) --- �" Dimensions: x 1. - - nw►rvr�sYt �L-'L AFFVanity o -' -�Tt�L�c-�'cl>>� L sl{��y s j15z � y , 1 Rough Opening: 16/a" x 8/a" (1 block, or CMU) _ • tRriECKED 8Y3 Finish: Stainless Steel (Standard) j SCHULKE, BiTTLE & STODDARD, L.L.C.�D _ -- - - ` One 8" x 16" vent is certified to cover 200 sq/ft of CIVIL & STRUCTURAL ENGINEERING LAND PLANNING • ENl9RONMENTAL PERMITTING r S S E C TO V E TO'SOUTH) enclosed area for flood protection and 51 sq/in for CERTIFICATION OF AUTHORIZATION NO.: 00008668 \� S S H E E T NO° ventilation. �;�; V�a,y-C� 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 -a_-��-;--H�^:-_N _•._._i TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com Z Aw Page 1 of 1 i S C H L I T T FLORIDA BUILDING CODE, 2004 g U I L o a R a 111417TH STP=, VrAO BLrACFL M32960 DESIGN PRESSURES FOR COMPONENTS &CLADDING TEL 772-569-4999 ® VAX. 772 778.7sgs 1JC15NSIi CGC 052903 CALCULATIONS CONFORM WITH ASCE 7-05 Building Information Job Information Wind Velocity (mph): 140 Cri Importance Factor: 1.00 Calculations Type: WALL OPENINGS Exposure Category: C S!#iCi4trti53 Job Number: w Directionality Factor (kd): 0.85 Company Name: John JL . Schlitt, AIA � Internal Pressure Coefficient's-/ 0.18 Prepared By: US L { Mean Roof sleight (ft): Date/Time: V29/2008 5:24.39 PM Building Width (ft): 11 V .t 15.33 Client Name: City of Sebastian �' _ Building eex:12ngth (ft): 20.67 Job Description: Toilet Room Facilities "� 1 W < N U- N 1110 Roof Slope (x:12): 5 Width of End Zone (ft): 3 Q 3 O enin .�r (� O Mar , k t p } Q g ( en• rn De P g 4c- Location Zone Opening Elev:(it) Opening Width (in} Opening Height (in) Max + Pres• (psi) Max - Pres. (psf) m (� Z A -North Glassblock Window � 0 48 � U � ° 0.67 42.7 -571 � � Z' 0 0 _ '¢ A -South Gtassblock Window 3� 0 48 0.67 1 Door 42.7 -57.2 Z 4 IL W 2 Door 0 36 ('� 84 40.7 -44.3 j J 4 0 36 (�-- -� 84 40.7 -44.3 O W. 3 Door 0 36 t.. 84 40.7 -44.3 MEI CifiP ROOF f# y t t i •, t WALLS 'OFALL BUILDING HEIGHTS file://ZAJohn Schlitt\Design•Pressures\Sebastian Toilet Facilities\Sebastian Toilet Facilities-JJS.html 7/29/2008 Method - Direct to Block ` C 0 UJA L • Refer to table on next page for tP J 1 f f hstenertypeandfastenerspacing. M+ _ (, I t! ...._-.. t - - j _ t - DL o-_.-__. _ _i�.%I12... '�•- Lam. - c �• ,-�,. � •�i .+y1 �'lZ�""a _ �'�?- *- �Y ' 1 -.. .. .-- -- _ fit. t • ' •" �•' c7rlJ i1�3 r'.i - --f7'-�r='.�_:rrz't�I�JC:.- _ I -- �` , r A� ` 2�;>zJ u••- i ¢s starter stripk t . y _.i P oW►'1✓�.r v .. a. ,,,y Y� 3 _ 4 LL tJ It ^� At l <o`r2 F Gc'� Hardiere; lap siding fin, t }! a 6"clearance fYt,u Z W 1 / , _ nailed directly to Bock ways to grade ` O L41: masonry w v J _.� �' l t siding fasteners al $ s - - P • ._....., i / •-.. �,. ..... _ ._ D r ,.�, f l He eiplagkTMla siding blind nalfing W r._.., - (yam -� - • - _% C%) �. ti ( N 1G �LJs� i= �,,, EoC,L .�: <- g ~ W W W { f T C Tom. script' 1 , -� � � aecommdate sidin \ -T / i Cofo / f` u ,j�� festenertength vJ / G • � st - � he ever W -- _ r.----- _._... _ �- - - -- - - - "__" _ _ _ � face nailru,} _ -__` � }� O CMV__ .. -- ... - -� _._ _ _._ Cr _ stener _ r-... _� N >.. 2 ivt lio 1 U 06 7 3. Methods of Attachment of XLD® Trim - crn v XLD® trim can be attached using hardened finish nails designed for masonry. For additional information, refer to Hardietrim"m XLD Boards Installation Requirements. iCC - IBCO & IRCe/2006 1, 1� l ► , Allowable Fastener Spacing (in.) 1jY 1 i r-tv,r11 9AVk�- Dime. & 4 c L HardieplankTM Lap Siding fastened to ASTM C 90 Concrete Wall P R 0 J. E C T (JLLr'L�," is 44 6 .::....i`_ �•rr _�-~ .._-��,. � i _ �.''I._.'1�:�� ��t1.'�.._ l�;l'�1•�'r7�i• _�ti j t Z a •t,. P �'4)J" ►� � - - - ,•y� , a�.,J} 514P 4, 1 D ef, .0115,.C�iov aL , - __ ,�r i_ - ,.._..__.a ... ._ _ ......, _�L'tl�•I.kk.vLr�:��-�i},f4✓._ �_� I pL �, { • i '1 i�li�i� _ � <., \ r, • a �t-t��- ":'i"�71=13L�`�t`it� it � 'i . � -.: •� ,,' i � .; .i ,7 � • , , •--1.-- _�3� �l��r'�ic-� :_�-� � �..... �� I 'r (a'- �a,c __i_L -__ • • ,. ;I _ mod: v+4�: .. 1:1 .1\S (�aa,1� d t �r U 6; t; `_- - - - � - ti ..� -� �-..... _, .L� _�`•1�t�' •'D#NCt DIVISION 6 - ARCHITECTURAL WOODWORK AND MILLWORK - FIBERGLASS & PLASTICS _ _.__.____. _-__ Architectural- Specifications for - -- - - - -- - - - - - - C. Glassblock: , -- Provide submittals for each). Vero Millwork as contact and others -- �-- - - -- -- - -� A Restroom Facility for Sebastian Main Street Development Project ( } ( Provide and install A. Decorative fiber -reinforced polymer composite colonial columns as follows: (2) glass block window openings of (6) 8'' x 8" x 3-7/8" clarity (color Provide and install (4) columns, supporting the west gable end - 8" x 16" block and PC clear), single row, set in type "M" or "S" mortar ASTM C270, with (1) horizontal ladder DIVISION 1 -GENERAL CONDITIONS lintel concrete beam - B-Z. reinforcing. 9 gauge galvanized at top and bottom of single row opening. A. The design and construction of the structure and/or structural components depicted on this plan are fully under the jurisdiction of the 2006 supplement to the 2004 Edition of Option 1 -Use Bottom 3' L -- x 10" 0 of plain square Perma Cast column by HB&G Conditions: Salt laded, 140 mph .window factor, Category "C"; wind borne area. the Florida Building Code effective 11 December 2006 and 2005 National Electric Code. (structural unit) with 4' L x 8" diameter Perma Cast Column (or equal) by HB&G SmaNOArt No. 07-0322.14. B. All specified bolts (anchor bolts or other) shall be structural quality - ASTM A307 or (structural unit) each bearing up to 8K). Fill column composite w/3000 lb concrete D Smart Vent Masonry Wall Vents p grout with (1) #6 rebar HB&G Fibertech or equal. Provide and install on exterior masonry walls, as follows: (6) on East, (3) on North, (3) on South and (2) on West;,Total of 14 Smart Vents per drawings. Vents shall be better. stainless steel Smart Vents for Ventilation -Model #1540-510. Telephone 877-441- C. The structure has been designed to resist the effects and loads created by wind Option 2 -Support beam B-2 with (4) 3" diameter 3/16" steel columns with bearing velocities of 140 mph, and the following assumptions apply: 8368, www.smartvent.com a. Wind design criteria. Design structure for 140 mph. Category "C" plates tap and bottom. Hot dipped galy. Column and anchors with HB&G Perma g _- _. __...----- _. Wrap or equal, made of cellular PVC. Columns split in diag. Halves and cemented -- b. The building is location in wind borne debris region together with epoxy clear adhesive. Y" cellular PVC. (1) Piece, square with base, DIVISION 9 - FINISHES: i) Building is (1,) story low rise - Public Capital and 3' high, dado trim design. (4) Required. HB&G; Fibertech or equal. A. Quarry Tile: Shall be manufactured by Dal -Tile, Metropolitan ceramics or approved ii) Category C for components and cladding Pp c. Wind velocity pressures and coefficients used are for Main Wind Force Resisting equal as follows: B. Porch Railing: Shall be 3' high, decorative Perma Porch Railing, Outerbanks style, 1. Ceramic Quarry Tile: Shall be non -slip unglazed ceramic the meetingASTM System, as per the Florida Building Code, 2004 with 2006 supplements. „ p (synthetic ) d. All structural components shall be fastened in accordance with the Florida Building HB&G or equal. With 1-1/2 PVC, Rails 1-1/2' x 4 lank PVC). Provide standards and the ANSI Al37.1 specification for quarry tile. The body composition submittals. HB&G, FiberTech or eq:ial. shall be of the finest shale and clays producing a uniformly dense body with slip - Code as show on drawings. resisting texture. Color shall be selected. Size shall be Y2" x 6" x 6" floor tiles with 6" F e. Dead Loads applied to the structure to offset up -lift loads are as per Structural . Design Criteria - Sheet he C. Decorative Faux Plastic Polymer Rectangle louver faux trim. Provide (6) 18" x 24" x 6" base at perimeter (over CMU Walls) floor substrate is concrete. Use thin set f. All lazed areas shall be designed for 140 mph wind forces Category C decorative trim units and install within Hardi Trim. (2) at gable ends and 4 for cupola. applied evenly over concrete floor with thin -set trowels per install recommendations. g doors jambs, etc. shall be verified Fypon; Melton Classics or equal. Provide submittals. Joints: Use nominal 3/8 joint widths. g. All pre -manufactured components, i.e. windows, , j 2. Install as follows: by manufacturer to be capable of sustaining forces due to 140 mph window loads. Installation shall be in accordance with manufacturers specifications Category "C". D. All framing lumber to minimum of Grade 2, Group Ill (Hem -Fir, Spruce -Pine -Fir) except Mix tile from several cartons for best shading during installation. Use beating where higher grade / group is specified on sections and detail sheets. block to embed tile and align surfaces and edges. Clean colored rout with h. Adequate bracing of structure is required during construction. g i. All components and cladding subject to wind loading: i.e. roof tiles, soffits, etc., shall, cheesecloth or toweling for uniform grout color and most uniform grout level be installed in accordance with manufactures' specifications for adequately resistingi E. Sheathing shall be as follows: and texture. Grout joints may be damaged by some acid cleaners. Test a or transferring window loads to the main wind force resis5tance system. 1. Roof sheathing shall be APA rated sheathing, Exposure 1, span rated as per the small area first. Wet floor with clean water before applying any acid cleaner. j. Contractor shall obtain necessary installation specifications and inspections required rafter or truss spacing. APA rated structural 1 sheathing shall be used when Do not use any product containing Hydrofluoric acid since it will attack both to comply with manufacturers recommendations for installation of components and specified on sections and details sheets. grout and tile. See Dal -Tile website for complete downloadable specification 2. Sizes given for nails are common wire nails. information. j cladding for high wind velocity areas (140 mph). D. All framing lumber shall be a minimum of Group III (Hem -Fir, Spruce -Pine) Structural #2 3. Grout: Grout shall be dark colored, selected by architect and or City or better Note: Managers/Agent. E. All specified pre -fabricated fastening devices shall be installed in accordance with the j 1. Framing members shall be fastened together in accordance with the 2004 Florida . It is the responsibility of the tile installer to thoroughly clean and remove all manufacturers recommendations. Building Cod w/supplements, except where fastenings schedules are more the grout residue and the dulling film inherent in the installation process. F. This plan has been developed as the structural system for wind resistance and does not stringent on the sections and details sheets. • After initial clean up, a period must be allowed to permit proper curing - 28 constitute complete construction drawings. 2. Uplift connectors shall be provided to resist uplift loads in accordance with Type, days for maximum grout hardness. Prior to this period, it is recommended Amount, and Cat. No. Shown. that the installer mop the floor with a.temporary coating solution of a neutral DIVISION 2 - SITE WORK - Site work for Men and Women's Toilet Room Facility shall be as chemical cleaner in a ratio of one part cleaner to one part water. follows: Sheathing Notes: • Provide Submittals. A. Site Fill: Site shall be raised (out 5' from building) from 6.63' to 8.0' or 1.37' and rolled 1. Roofing sheathing to be wood structural panel Exposure 1 B. Hardi-Plank: Lap Siding: to 95% density. 2. Roof sheathing shall be thickness or greater = 19/32" 1. Provide and install 6-1/2" wide exposure, Hardi-Plant siding with XLD Hardi trim. B. - A 6' Wide sidewalk shall be installed by the building contractor to connect Lanai (Porch) 3. Roof trusses @ 24" O/C Maximum Directly attached to CMU construction on entire West wall of lanai cover porch. tel 3" in North South a distance as shown on site plan. Slope walk 4. Truss chords shall have a specific gravity of G=0.46 or greater Blind nailed directly to concrete block with stainless steel fasteners (salt laden conditions follows: 140 mph wind factor, Category "C".) Use 1-1/4" starter piece at to ark walkway running North and o ` - p Y g to west approximately --___-_--------- ._ - - - bottom edge to ensure consistent park angle. Install per manufacturer's instructions. C. Site Landscaping by others. i IZEVf 7 Instructions available at Architect John Schlitt's office) - - - - ---- �- DIVISION7 - ROOFING AND THERMAL INSULATION - NOA 01-0828.4 Hardi-Plan or equal. Provide submittals. See data on sheet A-2. Fasten at 16" o.c. i A. Metal Roofing System shall be a 24 gauge, galvalume, 5-V crimp. Color to be C. Hardi-Panel at Porch Ceilings and Soffit Ceiling System (Exterior) galvalume ooF u ��-`-� w T�Mprcoe,P -AlC_M E!MA Ne Stir L Pa�Y��c�t /nTs 1. Install 4' x 8' x 3/16" cement fiberboard hardi-panels with pneumatic fasteners, non- DIVISION 3 - CONCRETE hc�4�? j.�- tom -•�'� 3 5 � S corrosive with head per manufacturer recommendation for. high wind 140 mph, a. Cast in place concrete shall achieve a 28-day compressive strength as Per R-C7- Edge entire perimeter; install galvalume flashing aT ra. &r .install 24-gauge, 5- Category "C". Apply 1x2 cedar trim (back primed) at porch edges and at center Sheet S3. V-crimm metal panels to manufacturer's specifications for 140 mph, Category "C" high joints. James Hardi or equal. 0f» :�ii(r Vir�lr>=� (��-�F° K�jF-p) P, ,,r �@7 t�r-f.ix.Fw� r� Provide (4) test cylinders for each 50 cy of concrete placed or fraction thereof. wind requirements. Install lead vent collar. Clean roofing debris from jobsite and clean 2. Interior Ceiling: at Men's Room and Women's Room shall be same as for exterior A. Cast in place concrete shall be designed, mixed, placed and cured in accordance with i all surfaces. but without high wind nail requirement.( Mori V e riTc- D) ACI Standards. Rinker, Russell Concrete or Equal. i oc ns - crimp galvalume roofs em on uil ing roo a D. Stucco Finish System: Cupola is hipped building roof; Building roof is gabled. Each requiring hip or ridge caps 1. Provide 5/8"-3/4" cement sand floated stucco around Lanai beam and a 5" wide B. REINFORCEMENT per building code. stucco band on lath around tops, and sides of Door #3 at exterior and Interior Doors -a. Concrete reinforcing bars shall be deformed new billet steel conforming to ASTM 2. Wood Deck shall be 5/8" nominal 19132" plyscored plywood sheathing nailed w/8d #1 and #2 and provide 5/8" sill at 4 edges of glass block windows A -North and A- A-615, Grade 60. common annular ring shank nails spaced at 6" o.c., field and 3" o.c. edges and zone 3. South, both exterior and interior. b. All splices shall be lap splices. Splices shalt be a minimum of 40 bar diameters, 3. Metal Panels and Accessories: 2. Stucco on metal lath shall be 5/8" thick, 3-coat system with floated sand finish using larger bar diameters when splicing different size bars. a. Install the "5V-crimp Panels' including flashings penetrations, valleys and (industry standards required) C. Reinforcement may be bent in shop or field provided that 1) diameter on bond accessories in compliance MBCI's current, published installation instructions 3. Cementitious finish on exterior CMU walls shall be 2 coats (same day) system shall be greater than 6 bar diameters 2) Reinforcement partially embedded in and in compliance with the minimum requirements detailed in Roofing (industry standards required) with float sand finish. concrete shall not be bent. Application Standard RAS 133., 2 ,- G A t1G c., - ,. i 4. Stucco trim shall include vinyl trim ed es to thickness shown on drawings (industry d. Secure reinforcement from displacement during concrete placement utilizing b, MBCI's `5Vcrimp panels" shall be installed with a minimum #14 SDS zinc , y 9 9 (• ry chairs and bolsters. coated sealing washer fastener of sufficient length (but not less than 1-1/2") to standards required) 1 e. Welded wire mesh shall be as per RC-1 8, Sheet S3. penetrate 5/16" through the sheathing. #14 SDS zinc coated fastener shall E. Painting: f. Minimum concrete cover shall be: be spaced at a maximum of 12" o.c. perpendicular to the slope, in rows 1. CMU walls: Interior and Exterior: Tooled masonry walls shall be prepped with abrasive tool to remove jags and burrs i. Footings: 3" over soil, 2" over Poly V. Be. spaced 36" o.c. running parallel to the slope of the roof, before primer. Primer shall be acrylic water base paint with block filler. ii. Beams, Slabs & Walls: 1-1/2" up to No. 5 Bar C. #14 SDS zinc coated fastener shall be spaced a minimum of 4" o.c. at the 2" No 6 Bar and Greater eaves and rakes, and at valley, and sealed with triple -bead sealant tape. All iii. Grouted Masonry Walls: 2" perimeter attachment shall be in accordance with Roofing Application Wall Color: Porter, Pittsburg or equal. i p Color to be selected by Architect or City Manager/Agent. Standard 90"Hook is m bend at least in bar terminating with a 90" bend and an �- �, and RAS 111,_�^ extension from bar diameters. This shall be used at all vertical B. Attic ;.S'r (L(. 111 L >} i✓� 2. Exterior Trim: Lap siding and Comer Trim ---- - - _ ... T _...... - _ _ - - __..._ .. reinforcement terminations into tie beams and foundations. Trim - White. Gloss Acrylic - White. Porter, Pittsburg or equal. p�o�tl.D iv f'G' 9 V0 ATF- x> t�/ktz-9e S f /��1� L. 1%.�sT � s�F(='I"T r� OVEFMRAWq� , Li�aCicj I� 6�LLir) I DIVISION 4 - MASONRY REQUIREMENTS ! 'Q v. I 3. Exterior Fascia and Soffits: A. CMU Walls shall be finish grade concrete block 8"x8"x16" nominal size with two open �� / a. Trim -White. Acrylic Semi -Gloss -White, over stain seal primer. 3 coat cells to fill with reinforced grout and reinforcing steel or foam in place insulation by _ - - system: Porter, Pittsburg or equal. Taylor Foam of FL. C. CMU Wall Insulation: 4. (2) Restroom and Lana Ceilings: B. Masonry Reinforcement - Provide a 9 GA ladder - Dur-O-Wall ASTM A-36 - Fill open block cells with "foam in place" insulation system by Taylor Foam of Florida or a. Cement fiberboard and trim. Color -Off White, Latex flat paint (3) coat Galvanized reinforcement at 16" o.c. - vertically every other course for all masonry equal. (retard heat gain in summer and heat loss in winter.) system. Porter, Pittsburg or equal. walls. DA 3200 Ladur - Single Wythe System. „ _ _ F. Carpentry - Finish Work, Accessories: ...._.,.____---._-__..___....___._....._ _.. _..__ .__ . _ 1. Metal Hardware C. Mason - Cement Mortar - Shall be per M-4, Sheet S3. DIVISION 8 DOORS AND WINDOWS (GLASS BLOCK) OPENINGS and Smart Vents: 2. All metal hardware exposed directly to the weather shall be hot dipped galvanized D. Tool all horizontal joints and float smooth all vertical. Wipe off all burrs and fill in all Provide Submittals. voids for paint finish. A. Doors (8.16.16) Exterior Doors shall be plastic fiberglass T-0" x T-0" x 1-3/4" Outswing coated with a min. of 1.8 oz. Per sq. ft' of steel meeting the requirements of ASTM A-90.triple spot test or marine stainless steel. opaque fiberglass doors; solid core, flush doors. (3) required. As manufactured by 3. All accessories for use in exterior wall construction but not directly exposed to DIVISION 5_- STEEL Nanya Plastic Corp. with maximum design pressure rating of +65.0 psf and - 70.0 psf or g 9 weather shall be galvanized in accordance with ASTM A-153, class B-2 or if A. Steel Columns shall be 3" STD Pipe Column 36 Steel per Detail Sheet S1. Therma-Tru doors or equal. (Local contact: Vero Millwork; Stock Lumber) exposed, shall be vinyl plastic or marine stainless steel. B. Reinforcement steel - See 3-C Concrete Notes. B Hardware- ADA Lever locksets, butts and closures and thresholds. 4. Sizes given for nails are common wire nails. 1. Lever - Lockset - Handing; non -handed. 5. Soffit at porches shall be 3/16" Hardi-panels or stucco on rib lath attached to truss 2. Door thickness, 1-3/8" to 1-7/8" standard; backset 2-3/4" standard. bottom chords @ 24" on center. I Front: Stainless steel 2-1/4" x 1-1/8" square corner, beveled for backset standard; Latch Bolt: brass, chrome plated. DIVISION 10 - SPECIALTIES - Toilet Room Accessories (American Specialties, Inc. or Equal) Exposed Trim: wrought brass and bronze; Levers: of pressure cast -zinc; plated to match main finish Provide Toilet Room Accessories as follows: Strike: ANSI Curves strikes 4-7/8" x 1-1/4" x 1-1/4" Cylinder and Keys: 6 pin - Everest C123 Keyway standard with two (2) nickel silver A. Grab Bars - a At rear and side of toilets for Men and Women's Restroom 2 each j keys per three (3) locks required (3-year warranty) ) ( ) Manufacturer: Sch{age Lever AL Series, Yale or equal. (Local contact: Vero b) (2) 42" L x 1-1/2" O stainless steel type 304 with satin finish attached to rear Millwork} CMU Wall of each toilet (#163) c) (2) 36" L x 1-1/2" O stainless steel type 304 with satin finish attached to side 3. Butts: Full mortise hinges (heavy weight). CMU wall #164 front. Provide 4: 1199 - Brass/stainless steel. Square corner butts for three (3) exterior ( } j doors. Manufacturer: Hager; as listed, Ives or equal (Local contact: Vero Millwork, d) Optional: Install (2) type 56 with A=36", B= 54" one piece grab bars (1-ex-sex) e) Provide submittals. Stock Lumber or equal) D. Frameless Mirror - Front Mounting: I 4. Closures: Provide and install two (2) LCN-4040 Series. a) (2) Required -18" x 24" stainless steel mirror of 20 Gauge Stainless steel Exterior door with top jamb (push -side) push out at interior, pull out at exterior. polished to #8 Mirror finish # 8026. Closures (1) each for doors #1 and #2. Each shall be ADA accessible Lb. Pressure b) Provide and Install (1) at HC required - 40" height at bottom in both men and oil-draug closures of stainless steel wrapwith plastic cover. 'LCN Norton or Equal. p women's toilet room. (Local contact: Vero Millwork, Stock Lumber or others). c) Provide submittals. 5. Thresholds: Provide and install two (2) zero interior ADA accessible, Outswing C. Toilet Paper Dispensers (TPD) 1 #566A saddle thresholds. (1) each for doors #1 and #2 and (1) Outswing bump a) #0030 - Surface Mounted dual roil toilet paper dispensers (2) required. threshold, standard, with Nanya Plastics Corp -Door Manufacturer, Zero, Pemko or b) install (1) unit in both Men And Women's' toilet room at ADA required heights equal. Local Contact: Vero Millwork, Stock Lumber or others): and distances. q ( Y I i FIT - i i i :�iV, Cd -CAa�� c) Provided submittals. D. Electric Hand Dryers: a) #0130-71 Surface mounted automatic with almond color cover (by Porcel A/R) 12x9x9± b) Model 0150 No touch c) Mounted center line of 40" AFF d) (2) Required - (1) each Toilet Room (Men's and Women's) with 1/8 HP WUL Listing e) Provide submittals. E. Soap Dispensers: a) Provide and install (2) two (quantity of 2); surface mounted, stainless steel with $4 satin finish. b) #0342 Horizontal soap dispensers, (1) at Men's and (1) at Women's c) Size: 8-1/8" x 4-3/4" x 5-1/4" projection. d) ASI or equal e) Provide Submittals. Baby Changing Stations: �" - I 8 a) Provide and Install two (1) in Men's and (1) in Women's Toilet Room for (quantity of 2); surface mounted, high density polyethylene; grey colored, baby changing stations (4" deep when closed) with built-in dispenser for sanitary liners, hooks for diaper bag. Koala, AS] or equal. (11 hl 5T1tLt_ ct or WA-U, 0 Ff'°�+T �rx j Utz wl�t,L� rove a mittals T=0Utz `v` rNC 5A4ALL_'Co�tr-otzi� TfiLr �--5z4-7o'a7 G. Signage:10.14.00 _ a) Provide and install (2) ADA system accessible restroom signs. b) Entry door mounted (exterior) shall be Mohawk 1000 ADA system or equal. (1) for Women's and (1) for Men c) Size: 8" x 8" with symbol for Women or Men plus lettering and Grade 2 Braille sign system meeting ADA-ANSI-A117.1. d) Made from Hard phenglic plastic laminates or injection molded high impact polystyrene for exterior - door mounted with raised Braille and raised text/ e) Kroy Sign Systems, Inc. or Mohawk Sign Systems, Inc or Equal f) Provide Submittals. H. Weathervane w/Sailboat Finial: Custom Home Accessories Inc. @ www. Mailboxes.info. Telephone # 800-265-0041, Fax: 916-635-0228 a Black Weathervane w/small sailboat finial atop cupola: Contact: (www.weathervane.com )at 11300 Trade Center Drive. Ste -A , Rancho Cordova, CA 95742 (Also, small cupolas) Provide Submittals. i JOHN J. SCHLITT, JR., 'ATA (EMERITUS) ARCHt'I CT March 3, 2009 City of Sebastian, Florida RE: Application # 90000162 Restroom Facility for Indian River Dr. Building Review 2/23/09 Architects Response: FEV,1 S i_g Item 1) Attics will be ventilated with 3/16" Hardie vented (perforated) panels at all soffits and loggia ceiling. No attic insulation is required. FBC 1203.2 Item 2) Service space has open ceiling for access to attic. Item 3) Loggia Porch concrete slab shall slope %" in six (6) feet Item 4) Site work - See Revised Site P(an. Building has been moved and grading redesigned with concrete slopes into restrooms by Schulke, Bittle & Stoddard. Item 5) Drinking fountains shall be Hi-Lo for non -stooping or bending type. See Kamm Engineering Plumbing Plan Revision. Item 6) Loggia Soffit and roof overhangs shall have 3/16" vented (perforated) Hardie panels. (Typical at soffits 4-sides) Item 7) Roof Underlayment shall be as per Addendum No. 2-Roof Waterproofing Membrane: Polystick meets high temperature (mfg by Polygias) Back nail e each row per manufacturer spec's, each successive row of underlayment placed to overlap over previous row -covering back nail fastening. Item 8) Sheet A-1 Floor Plan now shows a Baby Changing Station in both men and women's restroom on a Center Line of wall opposite fixture wall at 34" AFF (Bottom Vanity or lavatory height.) Respectfully submitted, John J. Schlitt, Jr. AIA (Emeritus) U14 17" ST VERO BEACH, FLORIDA 32960 PHONE: 772-569-4999 FAX: 772-778-7898 LIC AR0004174 SCHLITT B U 1 L D r R a 111417TH STRWr VLRo BEACH, FL329G0 TEi:. 772-569-4999 -0o FAx. 772 778-7898 i ICi NSIS CGC 052903 o �=' U 0) U N LL N W o�� m�W Z [L Z�omo (L2a4 J � w 0 H .00 LL I U W W tz> 0 Q - U LL Q W �-- m 11�_ W Z W W W cy W U) > O U)w LL OZz0 U) CL n tf n 1 r-- .•. ,- q ARCHITECTURAL SPECIFICATIONS T tv T L. E -�PROJECT NOW'Y,f... .,..r.... aAgs j' 03--6C9 _. lema tt f DRAVM BYt V J • ������ cHecxND sue,_ �G U�_ , A"ROV®D 5Y1 S H E E T N O. A3 3 i i i FP&L TRANSFORMER VERIFY LOCATION IN FIELD. IIN-/l PROVIDE METER WITH 3#3/0 & 1#3G - 2"C. DOUBLE LUGS EXISTING PANEL PANEL PANEL "P2" "LS" i i2012040V 12012040Y � - 120/240V 10 100A 100A 3 Q BATHROOM PANEL METER 200A NEMA 3R NEMA 3R -_DISC. B 12012040V 200A NEMA 3R 6��` 2P 120�240V ® ® NEMA 3R 60A ® NEMA 3R' 1#3G. CU - 2"C. A & 1#8G - 1-1/4 -3#6 & 1#10G - 3/4" 3#1 & 1#6G - 2" ELECTR1 51111111111 Aill GRAM LEGEND - - - - - - EXISTING TO REMAIN NEW LIGHTING FIXTURE SCHEDULE LAMPS BALLAST SYMBOL TYPE DESCRIPTION NO. I TYPE WATT TYPE VOLTAGE MOUNTING REMARKS C 2' FLUORESCENT WALL MOUNTED VANDAL RESISTANCE FIXTURE. 2 TS 17 HIGH FREQ. 120 WALL 1 A O LUMINAIRE "LVP 524" SERIES. 350OX ELECTRONIC SURFACE CD OFLUORESCENT COMMERCIAL WRAPAROUND WITH CLEAR ACRYLIC PRISMATIC DIFFUSER. 2 T8 32 HIGH FREQ. 120 SURFACE DAYBRITE 'HW" SERIES 3500'K ELECTRONIC CEILING 1 O © OVANDAL RESISTANCE WALL MOUNTED FIXTURE "VSE" 1 CFL 42 HIGH FREQ. 120 CEIUNG RECESSED O FINISH AND BLACK REVEAL DAYBRITE SERIES. - ELECTRONIC THERMOPLASTIC EMERGENCY BATTERY PACK 2 HALOGEN 12 DUAL - MCPHILBEN 'CAX' SERIES _ NOTES: GENEREAL NOTE: j NO SUBSTITUTIONS TO THE LIGHT FIXTURE SCHEDULE CONTAINED O VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. I IN THESE DOCUMENTS WILL BE CONSIDERED WITHOUT PRIOR REVIEW AND/OR APPROVAL BY THE ARCHITECT AND ELECTRICAL ENGINEER. O MOUNT AT 7'-6" ABOVE STAIR LANDING. PROVIDE CUT SHEETS FOR OWNER APPROVAL PRIOR TO ORDERING. 3OPROVIDE FIXTURE WITH ACCESSORY WIRE GUARD. 4O INSTALL FIXTURE ON SINGLE STEM ADJUSTABLE SWIVEL HANGERS VATH BOTTOM OF FIXTURE AT 10'-0". ELECTRICAL SHEET INDEX sFf=# msct mmm EO.1 ELECTRICAL PLAN, NOTES, LEGEND & INDEX ELECTRICAL LEGEND ((j) 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED, AT 18" A.F.F. TO CENTER LINE OF T� OUTLET UNLESS NOTED OTHERWISE. �GFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. QQ JUNCTION BOX i 4 EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. SINGLE POLE, 20 AMP, SWITCH. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. SINGLE POLE, 20 AMP, MOTION DETECTOR SWITCH. MOUNT 42" A.F.F. TO CENTERLINE D TO CENTERLINEOF SWITCH UNLESS OTHERWISE NOTED. SENSOR SWITCH MODEL "WSD-PDT" SERIES ® ELECTRICAL PANELBOARD Oe CEILING MOUNTED MOTION SENSOR WITH A PICK UP OF 28' RADIUS. SENSOR SWITCH MODEL "CM-PDT-10" SCHEDULE OF BRANCH CIRCUIT PANEL "B" MAIN: SPEC: MOUNTING: 60 AMP 2 POLE MAIN CIRCUIT BREAKER SQUARE D TYPE "QO" LOAD CENTER OR APPROVED EQUIVALENT SURFACE VOLTAGE: 120/24OV, 10, 3 WIRE AIC SYMM: 22,000 DESCRIPTION WIRE TRIP CKT. A PHASE KVA C PHASE KVA CKT TRIP COND. GND. WIRE DESCRIPTION LIGHTING 121 tGND.COND. Z 20 1 0.6 0.4 2 20 1 2 2 12 LIGHTING HAND DRYER 2#12 3 4 2 3 0.8 0.8 4 20 1 2 2 12 DRINKING FOUNTAIN 5 0.8 1.0 6 20 1 2 1 1 WATER COOLER HAND DRYER 13 4 2 7 0.8 - 8 20 - - - SPARE 9 0.8 1 - 10 20 - - - SPARE SPARE - - - 20 11 - - 12 20 I ISPARE 3.6 2.4 30.0 20.0 6.0 KVA PER PHASE AMPS PER PHASE TOTAL KVA SCHEDULE OF BRANCH CIRCUIT PANEL " P1" MAIN: 200 AMP MAIN LUGS ONLY SPEC: SQUARE D TYPE 'NQOD" OR APPROVED EQUIVALENT MOUNTING: UNISTRUT VOLTAGE: 208/120V, 30, 4 WIRE AIC SYMM: 22 000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT TRIP COND. GND. WIRE DESCRIPTION LIGHTING * - - - 20 2 1 1.5 1.5 2 20 2 - - - LIGHTING 3 1.5 1.5 4 LIGHTING CONTACTOR * - - - 20 2 5 0.1 0.5 6 20 - - - DOCK UGH71NG 7 0.1 1.2 8 20 - - - CONVIENCE RECEP. SPACE - - - 20 9 - - 101 20 - I - - SPARE SPACE - - - 20 11 - 3.7 1200 2 - - - PANEL "P2" SPACE - - - 20 13 - 3.7 14 SPACE - - - 20 15 - - 16 - - - - SPACE SPACE - - - 20 17 - - 18 - - - - SPACE SPACE *- 20 19 - - 20 - - - - SPACE SPACE - a - 20 21 - - 22 - - - - SPACE RESTROOM PANEL B" 3 SPACE #1 - 1#6 - 2" - 6 a �' 2 O 23 2.4 0.1 24 20 - - - XFMR T1 25 27 3.6 6.6 - 6.6 26 28 60 :3�S - - - PANEL "LS" SPACE 1 20 29 - 6.6 30 NOTE: * - DENOTES EXISTING TO REMAIN 18.2 151.7 9.6 80.0 41.2 13.4 111.7 i KVA PER PHASE AMPS PER PHASE 1 TOTAL KVA ELEG'TMCAL PLAN I 1 /4"-1'-0" op, ptajk na: 2008-0427 P.F. deMby: B.B. wk AS NOTED dft 03-04-09 ELECTRICAL SPECIFICATIONS I PART 1 - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALT_ NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. I C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITHTHE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (UL) 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE. 2004 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF XXXXXXXXXXX BUILDING CODE. (AMMENDMENTS TO FLORIDA BUILDING CODE 2004) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND'CONDITTONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC.1 E. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER, GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4" ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 7. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS, NEMA 3R FOR OUTDOOR LOCATIONSOR AS OTHERWISE NOTED. H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE. -I. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) SHALL BE WHITE COLOR UNLESS OTHERWISE NOTED. FACEPLATES SHALL BE SMOOTH, WHITE NYLON. PART 3 - EXECUTION Ar COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: * 1. 208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. * 2. 480/277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND 1 PURPLE. GROUNDED (NEUTRAL) CONDUCTORS; GREY. GROUNDING CONDUCTORS SHALL BE GREEN. 3. BRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED FOR THE PURPOSE. B, WIRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEELCONCRETE 11GHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND ''AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, ;CQVI R f?LA q.;JMR)NG DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED' ITEMS AND SHALL MEET 'OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. I 1. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CV .,$HEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEERZ RCHITECT. J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED;&IAS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SCHEDULES TO PREVENT VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST DEVICE. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WIRE SIZE. FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WIRE SIZE FOR RUNS 100 FT. TO 200 FT. AND TWO (2) WIRE SIZES FOR RUNS OVER 200 FT. 0. FEEDER CONDUCTORS SHALL BE INCREASED FROM SIZES INDICATED ON RISER DIAGRAM TO PREVENT VOLTAGE DROP EXCEEDING 27a. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. P. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. Q. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. R. PER NEC 210.8(B)(3) ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN NONDWELLING-TYPE KITCHENS TO BE GFCI PROTECTED. 8 J�WW o STUB OUT FOR FUTURE OL 3r SANITARY ISOMETRIC J,, N.T.S. `I r lY� /4 2 s �1-1/2" DOMESTIC WATER LINE, SEE Cllnr= FOR CONTINUATION. DOM. WATER ISOMETRIC N.T.S. IN/ STUB OUT FOR FUTURE. 2 rco t I - ` .> -- r {"HWC) MEN 'I SVC. RM. I WOMEN FDIML FD Gam- 0 HLAV U HDF/DF LANAI w. r o CO 0 i Y ) ­-l-, , �� ­­ " �3" SANITARY LINE, SEE \— 11-?_" DOMESTIC WATER LINE, SEE . CIVIL FOR CONTINUATION. CIVIC FOI R CONTINUATION. A r pLUMrB"N � PLAN 1/4"-V-0" - I PLUMBING LEGEND CO CLEAN OUT SANITARY SEWER PIPING S.O.V. SHUT-OFF VALVE S- — — -S VENT PIPING COTC CLEAN OUT TO GRADE fr— - --i DOMESTIC COLD WATER PIPING FS FLOOR SINK 5-- - - HOT WATER PIPING (110') CW DOMESTIC COLD WATER --§ HOT WATER PIPING (140-) HW DOMESTIC HOT WATER 5 HOT WATER RECIRCULATING PIPING HWR DOMESTIC HOT WATER RECIRCULATING I CD. 3 CONDENSATE PIPING HB HOSE BIBB—CA--$ COMPRESSED AIR PIPING VTR VENT THRU ROOF S—T&P 5 TEMPERATURE AND PRESSURE RELIEF D4 GATE VALVE 5-- SDI S STORM DRAIN PIPING DCd GLOBE VALVE S— G S GAS PIPING (� CHECK VALVE PIPE RISE UP GAS SOLENOID VALVE PIPE DOWN OR DROP GAS COCK �I CAPPED END OF PIPE C�1 WATER HAMMER ARRESTER (PDI No.) POINT OF CONNECTION ® FD FLOOR DRAIN 1 1 p—TRAP PLUMBING FIXTURE SCHEDULE HANDICAP LAVATORY, ACORN ENGINEERING, WALL HUNG LAVATORY, PENAL -WARE MODEL# HLAV 1652-ADA-I-BP-4-LW1 MUST MEET ADA REQUIREMENTS. HANDICAP WATER CLOSET, ACORN ENGINEERING, WALL HUNG, 1.6-GPF, PENAL -WARE MODEL# Al 1680-W-1 1.6-ADA-FVT HDF/DF OW NG WALL MODEL# M8SCPM NFLA, ,MEETRIER-FREE MODULAR 8.0 C HD1/41 HP, 4.6 460SIS, WATTS. MUST ADA REQUIREMENTS. 1) - FIXTURES SHALL BE AS SHOWN OR EQUAL. 2) - ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 2004 3 - ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED TO TRAP, ANGLE STOSH VALVE, :ASTHE SUPPLY TUBES, AND CLEANOUT COVER PLATES SHALL BE OF THE SAME FINISH ABOVE SPECIFIED FAUCET AND PER ARCHITECTURAL FINISH SCHEDULE. (4) - ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTNIFORMITY. j' I I PROVIDE TEST TEE err WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: 1 TAPERED -THREAD WITH j TFE JOINT COMPOUND. I 1 1 WHERE CLEANOUT TEE I. IS CONCEALED IN A - I CHASE OR PARTITION, --+ PROVIDE A ROUND 18 I j GAUGE STAINLESS STEEL I COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. { I I i CONCRETE FLOOR SLAB — COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. MOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. SHOCK ARRESTOR SCHEDULE P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION A SIOUX CHIEF 652-A 1-11 1/2" B SIOUX CHIEF 653-8 12-32 3/4" C SIOUX CHIEF 654-C 33-60 1" SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. SLOPE OF HORIZ. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 1/4 3to6 1/8 8 or larger 1 /16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2004 PLUMBING SHEET INDEX SHETM DE8CRP'TM PO.1 PLUMBING PLAN — NOTES, LEGENDS, ISOMETRICS AND DETAILS PLUMBING NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC 2004, APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY. FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR T0. BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. COORDINATE WITH LOCAL JURISDICT10N FOR ADDITIONAL REQUIREMENTS. PROVIDE ALTERNATE FOR CPVC PIPING EQUAL TO BFGOODRICH "FLOWGUARD GOLD" FOR WATER KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM A WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION AND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. f FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED AND LOCATED PER MANUF.'S INSTALLATION INSTRUCTIONS AND WH-PDI 201. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL. 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEP"i'ANCE S OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLA1ON WHICH MAY HAVE BEEN DAMAGED. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMED ARRESTORS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATI NG A1l41` MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. PROVIDE COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS FINISH TO MATCH FIXTURE TRIM. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. � I ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION PER TABLE 4-11 F.B.C. 2004 WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH ARMAFLEX INSULA1ON MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. CONDENSATE LINES SHALL NOT DRAIN ON THE ROOFING SYSTEM OR ANY OF ITS COMPONENTS AND CONDENSATE LINES NEED NOT COMPLY WITH MIN.' CLEARANCE REQUIREMENTS PER FBC 2004, PAR. 1522.3.5 PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES, TO FIXTURES FOR INDIVIDUAL SHUT-OFF. WATER PIPING INSULATION SHALL BE ARMAFLEX OR EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION, THICKNESS AS PER TABLE 4-11 OF FLORIDA ENERGY CODE. STUDOR MINI MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. ALL HORIZONTAL RAINWATER PIPING THE RECEIVES CONDENSATE DISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1" THK. ARMAFLEX. PLUMBING PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL AND CIVIL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFSETS, BENDS, TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN PIPE SIZES AND ROUTING SHALL BE REQUIRED BY THE CONTRACTOR TO AVOID CONFLICTS AND TO ADAPT TO EXISTING FIELD CONDITIONS PROVIDED THAT INSTALLATION MEETS ALL APPLICABLE CODES. ISSUED FOR REVIEW 08-12-08 J y 00 Hn 5 U H La z 0 � F z o � z c0.) 9 5 m 0 a r- N kn � Drn 0111 � ono tppV�� �7 'O VJ Ql R� �•R1 M a .Mu'vo cV q 00 p� t0200r, 00 o114 � w o � C W y7H a W cq hi 7t.n \ 2008-0427 project manager: P.F. checked by: B.B. scale: AS NOTED date: 03-04-09 sheet , POO I project