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HomeMy WebLinkAboutBUILDING PLAN 23-46cW 0.� 4 ■m 0 o ._ CL am C C 2 00 .. = t 0 am IN Qco �. o am ow C ■m d c _M CL a) CL M C >t to U) W J 0 OLI C > © (1) U<U) < c coo M M aaa) = -© Cco« -� U)aoaao =-0 MJMt 0! cn 0 LL N W `� U�� c� Q<C u - v a��rN- o W 3 tE'j'o ~ -C3 C)Cl)©- W •c— U) 0- r' (D J N (D U cu J C 0 CL p V C) co Vic- 2 O p C N M =U JN QU7 •V E co ■m C i LL N C:N - J M U00 amme � d- tom- �%i � Li 0 01) Q — Q N 0- C Cl � LO cm 4-1 � 0 E 'd cn na)1 " Uf tit/ cr- ■ uj LLj aLU CC i Y e x �V V u V� ludo & associates 701 E Ocean Blvd.,Stuart, Florida 34994 (772) 220-2100, Fax (772) 223-0220 Key / Location: 4'A n DW A.' 1 PROJECT LOCAT10, 1N .r , s J t _ Sec. 27, T.36S.. R.39E. N.T S. Project Team: Property Owner t Charter Realty & Investment Company, LLC. Applicant: 4455 Military Trail,Ste 102 Jupiter FL 33468 Land Planner 1 Lucldo &Associates Landscape Architect: 701 East Ocean Boulevard Stuart, FL 34994 Engineer: Engineering Design& Construction, Inc. 1934. Tucker Court Fork Pierce, FL 34950 Surveyor: Accurate Land Surveyors, Inc. 1150E Atlantic Boulevard Pompano Beach, FL33060 Traffic Engineer:: MacKenzie Engineering and Planning, Inc. 10795 SW Civic Lane Port St. Lucie,. FL34987 Aerial Exhibit St. Lucie County, Florida Date. . - By Description 9.26.18. D.C... Initial-Submi ta} 11,1.2.18.__D.C. Response_toCorrlments __..W,..._.__ Re; Aonse to. CQmments T____ 4.25.19. ..R-M. Coveredrear. entry _. _ .... .... _ -- NORTH SCALE: V = 30' 0 15' 30, 60, Designer DC Sheet Manager BN Project Number 17-1010 SPOI MunicipaNumber --- Computer File 17-1010 KW PGA Reserve - Expansion_Respi UO Cli*j M Lucille & kmd& mesa docum* ed Uler mlaib are the ppof We" D & Am es. My reproddom, ms'isin, modficdions a use of hm dacll ob Ci "1 mod,' =T`M� i t a; tt ci fit.. r� Lending --�. 5'Min Aisle 6' Min 10' Min. - _ 12' Min 12' Min. --Standard. \ Accessible -Accl Stall Stall Stall Standard & Accessible Parking -S1 Future Land Use: IRS Zoning: PUD Tree O.S.T.Na 4 Z M M 2381, PUBLIC RECORDS OF OF CxM MERM CE ST. LUCIE COUNTY, FOUNUTILITY & PRIVATE DRAINAGE FLORIDA HOLE DRILL � P� (}, _ _ HOE HNO ID EASEMENT ....• -- •-". Fa l iv, SI s T BEGINNINGS FOUND PERMANENT REfERENCE'MONUMENT l" light 2 -2 ear Setbac i light . basin 4 ;, �. rive � x-..de3�avtx U t ^A.' \,o,P'.,�' \ a Covered �y// Rear Entry /// �� ' Prop. A, QF<3. IF, V. LUCIfIX z % iENIRANNCE�,, Building .7217 sP 1 Storyight ACCESSEASEMENT \ �/• O R a. 2922 PO 1014 ST ! LUCIE COUNTY PUBLIC "`., RECORDS ,$�•45.. 'r' (/ \ l \\ Existing o E" THisIBuilding ENTRANCE � ' e 651.sf. 1 story 1 STORY BUILDING ID 51W IRON D & CAP #97oQ � - y ct•r, t a. Ilght ELEV. THis.. nyd � M, ENTRANCE � r /r �"'--'--- _OL,Bryn°� F M 5' Cluster Cler C5� :- •s"t r t .� � + uNt tit OF SITE SM SET NAIL ligh \ \ \ \ \ \ \ p\6 q light Minor Adiustment Notes: 1, Ther Major previously approved d p e y pp o al Adjustment (Adjustment #2)was approval stamped on September 19, 2013 (PDS Order 13-028). 2. The previously approved Minor Adjustment (Adjustment #3) was approved on March 28, 2014 (SPMn 220144734) via a PIDS Letter dated March 28, 2014. 3. The purpose of proposed Major Adjustment (Adjustment #4) is to provide for: • The construction of one (1) stand alone office building 3,300 +/- sf. in area: • Ack it on of a sidewalk in front of proposed building and sidewalk behind prop. bldg.; • incorporate one (1) accessible parking stall in front of proposed building; • Modifications to the associated landscape and tree mitigation plans as necessary, • Addition of (4) new parking stalls. L- New Sidewalk ll Existing Detention Area 0.16 ac. t Existin Mo ment Sign SITE SET Prop. Bldg. (3,300 St. r (Approx.) 0 light POINT OF TANGENCY FOUND 1/?• NON DROD 1 �r r An' '--Existing Sidewalk 15' Landscape Buffer ---Light (Typical) FDC Dumpster Enciosure Total Site Area: 139,544 sf 3.20 ac Impervious Area (Proposed): 58,562 sf 1.34 ac Building Coverage; 17,368 sf 0.40 as Pavement: 36,076 sf 0.83 ao Sidewalks: 5,118 sf 0.11 So Pervious Area (Proposed): 80,982 sf 1.86 ac Landscape Area; 71,266 sf 1,64 ac Retention Area: 9,716 sf0.22 ac Existing Zoning: CG Existing Future Land Use: COM Existing Use: Real Estate Office Parcel I,D. s : 3327-314-0020-000/3 3327-314-0021-000/0 Lot Size and Dimensional Regrl Min. Lot Size: 20,000 sf. Min. Lot Width: 100, Min. Road Frontage: 60' Min, Yard: Front: 25' Rear: 20' Side: 10, Side @ Corner:. 20' Max. Bldg. Height: 60' Building Coverage: 50% Key / Location: Property Owner I Reserve Realty& Investment Company Applicant: 4456 Military Trail, Ste 142 Jupiter,. FL33458 Land Planner i Lucido &Asa©dates Landscape Architect: 701 East Ocean Boulevard StuartFL 34994 Engineer. Engineering. Design & Construction, Inc. 1934 Tucker Court Fort Pierce FL 34950 Surveyor: Accurate Land Surveyors, Inc. 1150 E Atlantic Boulevard Pompano Beach FL 33060 Traffic Engineer: MacKenzie Engineering and Planning, 1 10795 SW Civic. Lane Port St Luois, FL 34987 -- txlsting naming: 82 Spaces "_ Parkin Required: _ ---Fire Hydrant g 01 61 Spaces General Office: ' "---FDC 3.5 spaces per 1,000.sf'@ 17,368 sf = 61 spaces Proposed Parking: ac PGA SalCent ' i s � t'nb"x Future Land Use: COM Incs 5 ADA aces .� light zoning:CG Impervious / Pervious Data Caics: Proposed Minor Adjustm( Existing Proposed Total Net Change Impervious Area 53,027 sf. 5,535 sf. 58,562 sf. +5,535 sf to a Minor Site Plan #4 Buildings: 14,068 sf. 3,300 sf: 17,368 sf, +3,300 sf: Pavement; 35022sf. 1,054St. 36,076St. +1,054sf. Site & Landscape Plan Sidewalks: 3 937 sf. 1,181 sf, 5,118 sf. +1,181 st Pervious Area: 86,517 sf. 80,982 sf. 80,982 sf. -5,535 sf. September 26, 2018 Landscape Area: 73,999 sf. 71,266 sf, 71,266 sf. -2,733 St. Retention Area. 12,518 sf, 9,716 sf. 9,716 sf. -2,802 sf. h St. Lucid County, Florida er N 1 Irrigation will conform to Local and State regulations regarding water conservation. 2. All new utilities will be placed underground: 3. Construction is proposed to commence upon issuance of all applicable permits.. Date By Description PLANT SCHEDULE LP 4. Construction shall be setback a minimum of 5' from preserve areas and easement 9.26.18 D.C. Initial Submittal TRF CODE OTY E.OTANi ?.A. NAME. COMMON CO_M..,,M_Od NA . tOvTAiEGT WUTM NA71UCA-I-R lines. "N" 12.12.18 R.M. Response to Comments 5. Water and Sewer will be provided by Reserve Community Development District. 0ry/��'� 6. Refer to Engineering Drawings the following information: 4.01.19 R.M. Response to, Comments{(. J) f:1b 2 fduercus v,rginiana Soutnerri Livc Oak A5G' I4". HT 61W Alatwc °�" Caliper 4.25.19 R.M. ,:�iOVereLf...recir ent Preliminary Paving, Grading and Drainage Existing and proposed utility and drainage easements 6.21.19 BN Imprevious/Pervious adjust Conceptual water and sewer SITE 7. All requirements of the St. Lucie County Land Development Code with regards to __a &-Fhapna t tree protection are to be met, ADJUSTMENT STREET ADDRESS: 8. Requirement of Chapter9, Signs, shall be adhered to. AP zolvl�, OVED Senricps [t 9700 Reserve Boulevard, Port St. Lucie, Florida 34986 9 The project site lies within Flood Zone X. �� l MAY 10 2019 LEGAL DESCRIPTION: 1S�,Qrr W_ -ExistingSidewalk A PARCEL OF LAND LYiNG IN SECTION 27, TOWNSHIP 36 SOUTH; RANGE 39 EAST, ST. LUCIE COUNTY FLORIDA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: Approval Doc, A Numb"' :DdIcatIonol) p. ROW COMMENCE AT THE MOST SOUTHWESTERLY CORNER OF THE PLAT OF POD 20A, AT THE RESERVE, P.U.D. It - CASTLE PINES, AS RECORDED IN PLAT BOOK 38PAGES 23 2 3A THRU 23B, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY, SAID CORNER ALSO LYING IN THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 705.00 FEET AND sf. } SAIDARC ALSO REIN ION G A PORT OF THE FUTURE U E NORTHWESTERLY RIGHT-OF-WAY LINE OF COMMERCE CENTRE DRIVE; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE (AND SAID RIGHT-OF-WAY LINE THRU A CENTRALANGLE OF 10'53124" AN ARC DISTANCE OF 134.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE (AND SAID RIGHT-OF-WAY LINE) THRU A CENTRAL ANGLE OF 32°21'53" AN ARC DISTANCE OF 398.24 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 20016121" WEST ALONG SAID LINE (CONTINUING ALONG THE WESTERLY RIGHT OF WAY LiNE OF COMMERCENORTH CENTRE DRIVE) A DISTANCE OF 196.60 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 26.00 FEET' THE NCE SOUTHWESTERLY AND WESTERLY 7- 111 ALONG THE ARCOFSAID CURVE (AND ALONG THE RIGHT-OF-WAY LINE OF SAID COMMERCE CENTRE DRIVE THRU V U A CENTRAL ANGLE OF 87 4$i12 AN ARC DISTANCE OF 38.28 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 515.59 FEET, SAID CURVE BEING A PORTIONF THE E NORTHEASTERLY RIGHT-OF-WAY LINE OF RESERVE BOULEVARD AS DESCRIBED BY DEED RECORDED IN OFFICIAL RECORD BOOK 629, PAGES 2523 THRU 2526, PUBLIC RECORDS „= SCALE, 1 30' OF SAID ST. LUCIE COUNTY; THENCE. TRAVERSING THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID RESERVE BOULEVARD BY THE FOLLONING TWO (2) COURSES: 1. NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 515.59 FEET THRU A CENTRAL ANGLE OF 37031'30" AN ARC DISTANCE OF 337.68 FEET TO A POiNT OF 0 15, 30' 60` REG. # 1018 COMPOUND CURVATURE WiTH A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 50,00 FEET; Thomas P. Lueidc 2. NORTHWESTERLY, NORTHERLY AND NORTHEASTERLY ALONG THE ARC OF SAiD CURVE THRU A CENTRAL ANGLE OF 85°2441" AN ARC DISTANCE OF 74.54 FEET TO A POINT 1N A NON -TANGENT LINE, SAID LINE BEING A PORTION OF THE PLAT OF POD 18, P.U.D. 11 AT THE RESERVE AS RECORDED IN PLAT BOOK 40, PAGE 16, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA (THE RADIUS POiNT BEARS SOUTH 39°04'15" EAST FROM THIS POINT) THENCE DEPARTING SAID RIGHT-OF-WAY LINE, TRAVERSE THE SOUTHEASTERLY Designer DC Sheet LINE OF SAID FUTURE PLAT BY THE FOLLOWING TWO (2) COURSES; Manager BN 1 NORTH 52004'59" EAST ALONG SAiD NON -TANGENT LINE A DISTANCE OF 128.01 FEET TO A POINT OF CURVATURE NTH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A Project Number 17-1010 IS P a RADIUS OF 812.04 FEET; Municipal Number --- 2 NORTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID) CURVE THRU A CENTRAL ANGLE OF 37-07-42" AN ARC DISTANCE OF 526,21 FEET TO THE POINT OF BEGINNING (THE Computer File 17-1010 KW PGA Reserve - Expan; RADIUS POINT OF SAID CURVE HAVING A RADIUS OF 812,04 FEET BEARS SOUTH 00047'19" EAST AND THE RADIUS POINT OF SAID PREVIOUSLY DESCRIBED CURVE HAVING A RADIUS OF 705.00 FEET BEARS SOUTH 37021'45" EAST) Capynrh" I,xido & Assodoles. 'idese documents and their aortents are the proµertt birciJo & Associates. Any reproductions, reNsions, modifications or use of these doc 'K,.... ,:..... 11. , -,"It „I an I, A1111,111, "llwl,,l.d "I - Future Land Use: IRS Zoning: PUD Tree POINT OF MI# mip ciatc�: ���, COMMENCEMENT—,--_—___ OMMENCEMENT-----_ -_ ---_-____._.__�: 9d � MJ4 SsL W@.S IER,Y --.. _ CORNER CPLAT OF Native Canopy Trees Removed 1 @24 DBH RUr 20A AT iH RFSFR!'r ,� Mitigation Required 48"(2:1) ° 238, P BLICPINES,. r E 3 p lu. a �Z associates PAGES 23 23d TlIRJ '. NJR'iHWFSi R* kjla IJE Native Palms Removed Pairn Z3H PUBLIC RECORDS OF OF COMk ERCC CFN'3c C•21V: S1. LUCE COUNTY - UTILITY & PRIVATE DRAINAGE. aRrgA Mitigation Re uiired FOUND GRILL — PSIJNI. LIE — — -.- — q 4 Palm(1;1) 7N1 I GCean Blvd., Stuart,Floridat da a49sa 2)2zo-2aoo, Fax 772 223,0220 HOLE NO ID EASEMEMT ' ax t) PR 40, Pry_:56, ST. LUCIE _ BEGINNING r�T N COUNT`! PUBLIC RECORDS ° ,.1P' VOUND PERMANENT �,�•^ p'"3 ;Y OOb®R0 v ,�1 -,A6674 WICC'VOFO'F�l-.h' o Gtie G . ea' NE874 �' — g lip ��_ <• ., --- Mitigation Legend: p Qzy ��>s ,S Key / Location: ] \• �.. *'~ Np rjJ C"j aui tyWlS � ,�^. Trees to be Preserved (Mitigation Offset) Gy y> 1 y„ �'°" ✓ p"U9`° J, p .. n8 C+'yny0 /`",--"' ✓ Q" C� ,.0� G "� c9 ���� �� �� �� light �� a a • G ' / 1ti ti � Trees be removed ((4) ins) ree to Pal / �... \ ..2a0' ear Satbaa light PROJECT ' / ,�.•'" Trees to be Preserved (Landscape) LC%Y���W �ry /� r �ve F"y / .... e_y,..... wU pQp1" p" Covered \ g i / °5 Mitigation Notes: �� r n' /o•"aE Q a, n.Na�w N: Rear Entry �\ /ff ynch@ �. O l p y Q 9 Q\ 1. Tree mitigation is for the removal of existing ° V .A / ""G T �" r / Prop. Bldg. ,`�Q 1, g Can 12 dbh. J � s F(�` G native trees rester than '° _ `� a�° ' ✓ 4 Q� tea° (31300 sf. f%s� 2. Palm mitigation is for the removal of existing (Approx.), g b 'IrL P`A native palms rester \ fr sr, hAr� p s g than 1 Of clear trunk (�� height. Sec. 27, T.36S., R.39E. N.T.S. POINT of / a"` a� �y �a 5� saik \"'� ��' 3. All reasonable steps have been taken so as Project Team: CURV 7&E "� s, oo, . Covered �9ht rou D')RILL y vv r ,� ;. t0 reserve as much existing native vegetation Pro - IN V� Fr tSt Entry ,�,� �'- , r" g perry Owner t Reserve Realty 8lnvestment Company, LLC yy / L, Nf2"r No ID 's. EN'faNCE as practicable. Applicant., 4455 Military Trail Ste 102. /1 k ,r,,. 1Jupiter FL 33458 ,� ,g reel o e mitigated are located In areas p i Land Planner t n Lucido &Associates l srDRv coMzcIAL o ? a° RQ designated for Cor1SlrUCtlon. Landscape Architect: lot East Ocean Boulevard ' � •.,IIDIIvG., '. any � c ��. G. � r? , / 0.5. T. N O: 4.. rn p �, Existing �,`4 s. , / �,/ -+; `,. / b" O`� t� Al Stuart, FL.34994 40,. PG 16. ST. LUCIE . pl �':: - Bu;idir g - . '.�6 -t. �,; ,gti ' �, �, 5. A suitable protective barrier, constructed of COUNTY PUBLIC RECq O^ III. uwrs qs 'n` p ' !� .y 7,217 st; a o"� ?.. ,, Eck 4, / ry F >, m� �5 Istory a, p° 4, �� \"/ / q J` _ metal, wood, safety fencing, Or other durable Engineer: Engineering Designs Constructor, Inc. bo cable '° A 4 // ..., q c�' 1 L, 4, 1934 Tucker Court material Shall U placed around eXlr`JtInL� native Fort Pierce, FL 34980 ACCESS EASEMENT �/� GS g O.R a 2922, M 1014 ST. � . cc T vegetation to remain. wc�couNrvaueLic a pn- a ,:.^ � � r +� � — 378 1' /TREE • Surveyor: Accurate Land Surveyors, Inc. Vie`✓ RECORDS i.... ,•� / �' '`•''s�� "� \ —379 1' /TREE 6• Existing native and rstory not in direct 1150 E Atlantic Boulevard —� o� O# ugh ,� G - 1 �..,-,.,. 4. [W. ,` -, Pompano. Beach, FL 33060 \a �' ° m a a / -. .—Existing Sidewalk �w yQ — 380 1 /TREE conflict with proposed construction active FOILING 5/b" RON R J & CAP gBaSb wall b pc9 '.'` :: rs . 'r:'.', ' y. �✓ / -' :f•t,i9 1 ,.1 1-1 ,F:. Q� — 381 If /.TREE a zs . .-15' Landscape Buffer —279 6�1 /PINE — 382 1' /TREE shall remain in place, Extsting 9F0'_ 6, ° . ' ° 3 p N Traffic Engineer:. MacKenzie Engineering and Panning, Inc. E^r� rills �: Btlllding rs�� - 6 .ni �,"`� ' \, ~�``. ',� -'2'8 f3 1r /PINE —383' i' !TREE 107955W CIvio. Lane ��,.. ,,,6;-85isP ® t r 9 �� J Oso2 Light (Typical) —y'.'S1 7.' /PTNE 3234 1' /FALM Port. St, Lucie, FL 34987 `�°' r `'" : o t;sta+Y ® �: ` ",.ti --282 1' /PINE 385 1' /PALM v i 51"R, Sul Stic FDC —283 1/PINE 386 1' /TREE J ' #9700: '� ° ) C% �'� " ��' z•� , - -'-284. 1 " /PINE 387 1' i ,i4 O / /`THEE control t) �a"�4`,, Qt' a, light zt ... �v__ —285 1' /PINE 388 i' /RUBE'-,LIN wlv@.spy a .+ E,Iv. n{Is+- y`"z c;1 _� h arc: "-' .. DUrnpSteC Enclosure eAVG� a 'tit �, ag,t "�4 � — 28.6 �l' /PTNE 389 2' /Tf2EE LN i; 1nu v.. .�_.....,,i.4 _....._. ) / �--287 11 /PINE 390 1' /PALM --288 11 /PINE 391 1' /PALM 289 1' PINE "397 1.' RQBELL N. 3) Polm ,m a"' y �� O y. __ _._.__...� 290 cio@i"r �,�a wp Fire Hydrant - 1' IPINF 393 1' /PALM �� G 'o �` y' Ua'� \� d� ,✓' c, �.,,, L' i� _ 4' —291 1' /PINE 394 1' /TREE �y c —292 l' /PINE 395 1' /TREE PGA Sales / —293 1' /PINE 396 1' `TREE Uhl.. 1 / PINE — 405 1 /PALM Center �45rJ / @I@a"��°� Future Land Use: COM Qw ��S �Q —297 1' /PINE 407 1' PALM M _ % 4,r Ev 296 1 /PIbE 40, 1 /PAL . tih° A♦ \ .//� /� POINT OF vau�t'b J� fight op 6. Q A.; f M Proposed Minor Adjustment a G \ >I S_ —298 1' /PINE 409 1" /PALM ' qq "P \ O TANGENCY w C ti f FOUND ' a Zoning: G �+ .j� !" 59 109 6 TREE 301 10'IBRAZ/PEPPER 411 11 /TREE t© Minor Site Plan }1 0 I 302 10 PALM! LSTR 412 1 /TREE Na I¢ �` Sin;'' 'y; 116 6 MAPLE 4 \i '� "'MAGNOLIA302 10' PALM r� r�t'� �`w SITE er+ \ \ q , „d` U 130 6 303 10' PALM/^LSTR 412 1 /TREE Mitigation P'.GI ^rV. SET NAIL. \ \ \ O\G fight �w �$' 130 6" MAGNOLIA �, TR-- 413 1' !PINE ® A A V A\ g i� r Q 136 E'" `FREE 304 10' PALM/CLSTP 414 6" /PINE g �. \. \\ \\�� �,� �o�N i ""'`'3�' a // R 142 4ie MAPLE * 305 1' /PALM ---415 11 /PINE `'� -/ 461 ryIlkS 1' 143 6" TREE 306 1' /PALM —416 /PTNE \\\ \may\°`' :,tognl Oki ' rk' a 4r 151, 6" MAPLE 307 1' /PALM —417 1' /PINE �\d G� ��� 4 1`i 6" MAPLE 308 11 /PP.LM — 418 1' /TREE September 26 2018 ire•,t \ ;/ 153 6" TREE *' 309 11 /PINF — 419 1' /TREE p ' Ott d9 3o h 154 6" TREE 310 6" /TREE 420 1' /TREE .t �Ob 4r Q 15.r 2' PINE. 311 6" /TREE —42.1 1' /PINE New Pari< 1:r , o- o � c� o '�° "�� 15`I 6" PALM 313 21 /PINE — 422 1' /PINE St. Lucie County, Florida �e .1 M a O� G 156 1 PA G G °�,1).CYy3. ,� a�C>0 M��;. 7 $' FINE _.180 6 TREE 323 6" /MAG'*lOL'A-424 1r /PINE i Os? / o ,r 6 9 MAPLE " O 324 6" /MAGNOr IA — 424 1' /PINE a fi r ¢t ' E Or 8 4" PINE. , 325 6" /MAGNOLIA — 425 1' /TREE - iSCln Sidewalk ..•-�-' � a= �" c> Q " — 197 1 TREE 328 10'/PALM/CLSTR— 426 1' /PIN€ g a E, r� 9 �" MAPLE: i Date B Description ✓ q" , '-" 187 l TREE . 1 r ....._ ...:y _ _... p _.. --�-' pry, 12 9" OAK 330 1'-6"/PALM — 427 ,. PALM ..'. ..'. ", o — 189 11 TRF E �7;°' �" 13 10" FALM 331 6•r /MAGNOLIA-928 6" ,rPINE 6.26":15. D.:G. if]tttai+SLL�2tTtlttal. _. .. � ` I o' .., — 189 1` TREE ,Ito 14 7" PALM — 190 1' TREE 332 6" /MAGNOLIA — 429 I1 /PALM 1 . 2.'I [j.; ,r.-.1.k'S�0[i$@:.:tCQ...olY1C11e.CLt<S _....... Existing Gr2&�, 4P 15 51' MAPLE , w 333 11 /PALM —430 1' /PALM Detention Area / 191 1: TREE ar•"/=' 15 2' PINE — 192 1" TREE 334 1' /PALM —431 6" /PINE well 17 10" FINE 335 If /PALM —432 1' /PINE 4z5..1.s RM., O31eC6:Ci...reat.i'nt 0.16 aC. a — 193 6" FINE rear -entry... . l 1'j ;.tianhole 19 11 PINE 194 6'" PINE,. 3.36 1' /PALM —433 _.' /PINE; 1.9 1'-6." PINE r r .._. ...... _.-., • +� \ oor� — 19:;' 1 PINE 337 1 /PALM — 434 1' /PINE \ i 20 10' PALM CLUSTER \`y 196 10' PALM CLSTR 338 1' /PALM — 435 1' /PTNE SHIE PLAN,21, 22 1' _7 OAK 1917 101 PALM CLSTR 339 11 /PALM — 4, 6 1' /PINE - . E .._. 19$ 10 PA1,M CLSTR 340 9" /PINE —437 1' /TREE 11P 1 .` 23 7. OAKiFiPPWVED 1943 10' PALM CLSTR 341 6" /PALM — 438 21 /PALM/CLS-R ...- r�? M " '4" f/ 24 1.'..5" PINE , „ ,. _.: ... C �t ._ .', a �«r - s*• , A \ Existin „ 20p 10 PALM CLSTR 342 6 !PALM 439 L0 /TREE l9 'i MC metllSign ?0 7 OAK 201 10' PALM CLSTR 343 6" PALM 440 1" / _,_.._.. .....,.._ n PALM Y`•'. �3=a 21 10" OAK 202, 101 PALM CLSTR an 1, ? 7 I.' OAK - 3.1 6" /PALM 4:l /PALM `n <, G'"� ' "�.� — 203 1' TREE 343 6" /PALM 442 1' /PALM 2? 71' OAK11 4 — 204 1' TREE t r 34fi 2 /OAK 445 5' /PALM I " S j slTEasn ma ""--Existing Sidewalk —20M I" TREE 347 4" .. ......_ �..-.., rg.,., C-...��e.e.:..le._ 9SF�q} fF SET NAL.p 30 1' OAK 206 10' PALM CLSTR /OAK 446 5" (PALM 4'70, v� \ t) pO tiro' j: i 1' OAK348 2' /TREE 452 1 PALM ale�le—�—p��tir�rrrrrrt °eoaRsc F ,3hs r rao ® p.ROW 32 1 " PALM ?Of i0' PALM CLS R p Pro T 349 2 /TREE —953 1' /TREE Rs' �O O sin wait -•-- DediCatlOn 33 :.0" PALM ?09 10' PALM CLSTR G1 ' PALM CLSTR 3b0 21 r '. /TREE 456 1 /OAK light (3775f. (mol)} 34 10" PALM 210 10' PALM CLSTR 351 2 /TREE — 957 1 /OAKr r.A�Fa, POINT 0 — 35 7" PINE 21�r 6n TREf; 3.52 1' PALM — 458 1' /PAINtip ,g `^ roes?S R��Q „,- cU. 7 — 26 51, PINE n 353 11 PALM — 4.59 1' /PALM. ' 216 6 TREE c� r WSJ e —37 10'1 PINE , 354 1' /PALM — 460 6" /O K NORTH A tlstliy ,,... fr<�c sIQla't P % — 3 t 0,. E 2.17 6' TREE r n r Cs rrO�F ca (Plat .8 PIN., T' 218 6" 'TREE 3:Sa 6 /TREE, 461 6" /MAGNOLIA "` R4^ o c vi rant 40 7" MAGN071-TA 356 6" /TREE —462 1' /PALM � 40 a ,r ouN�x 219 6 TREEOR Nry s. yOio a 4.1 .,' ;:ALM 223 6" TREE 357 5" /PALM —463 1' /PALM a/ . •PFcCoga 42 2' PINE 224 6" TREE 362 1' /TREE —464 1' /PALM R'sra ` °Rnss w 43 1' THEE — — „ SCALE: 1" = 30' 22+ 6 TREE 63 2 /TREE 465 /OAK 44 1' PALM 24b 6" MAPLE 364 1' /TRE,E —466 6" /O,;K 66 511 OAK 266 6" /TREE —365 1' /TREE —467 6" /PALM O Trees impacted by �7 6" TREE 26TREE"7 8" /PINE 366 11 /TREE — 468 6" /FALM 0 15 30, 60' REC,.#101$ proposed building 68 6" TREE 26b 5 /PINE 367 11 /TREE — 4 69 6" /FALM Thomas P. Lucido but under mitigation —69 1' PINE 2.69 6" /PINE —368: 2:' /TREE 470 6" /PALM requirement —70 20' BRAZ PEP? CLSTR 270 9" /PINE —369 21 /TREE 471 If /OAK �. 71 61, PINT; 271 1' /PINE —370 1' /TREE 472 1' /OAK —Offslte Trees not 7.2' 6" TREE 2 /2 1^ 1 /PINE —371 1^' /TREE 47.3 1.1 /OAK � Designer DC Sheet included in Gales 73 6" PINE 2 73, 5" /PINE 372 1' /PINE 474 1' /OAK 53 611 TREE 274 8" /PINE 373 1' /PINE —480 1' /OAK. � Manager BN *Existing Trees 84 6,1' TREE 27h I.' /PINE —374 1' /FINE — 481 1' /OAEC Project Number 17-1010 MTml Preserved to Offset 85 Q" TREE 276 11 /PINE —375 2' iPINE — 482 1' %OAK Mitigation Debt 91 61, TREE —2'7"1 1 " /PINE 376 21 /PALM — 483 1' /OAK Municipal Number -- 92 1' PALM —27 l' !PINE 377 2' /PPLM —484 i' "OAK Computer File 1t-1010KWPGAReserve-Expansion_Resl OO CoAlit bct o & Asslraates, Thme docamts aM nicer contents are the pliality of Lucido k Aitwialrs, My reprodaciicais, rMohs, modifiadioos or m of toe dottenerits P'ihnif life nynrw hater m,k 0 1Frilin k }SIYNi,rf" k gn11V old by law CONSTRUCTION PLANS AND SPECIFICATIONS LOCATION MAP KEY WEST 01AO • °� o a� Y .00 PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY- SUITE 201 PORT SAINT LUCIE, FL 34987 M 772-462-2455 �i www.edc-incmm ENGINEERS ® SURVEYORS ENVIRONMENTAL F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 FOR PGA SALES CENTER ECTION 27, TOWNSHIP36S, RANGE 39E SAINT LUCIE COUNTY, FLORIDA Project Location VICINITY MAP AC O v W z uu 0 Ito INDEX OF SHEETS J a 1. COVER 2. DEMOLITION PLAN CL 3. HORIZONTAL CONTROL PLAN 4. PAVING, GRADING & DRAINAGE PLAN AND UTILITY PLAN 5. PAVING, GRADING & DRAINAGE DETAILS 6. UTILITY DETAILS 7. UTILITY DETAILS 8. STORMWATER POLLUTION PREVENTION PLAN & DETAILS 9. SPECIFICATIONS LEGAL DESCRIPTION A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE MOST SOUTHWESTERLY CORNER OF THE PLAT OF POD 20A, AT THE RESERVE, P.U.D. II - CASTLE PINES, AS RECORDED IN PLAT BOOK 36, PAGES 23, 23A THRU 23B, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY, SAID CORNER ALSO LYING IN THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 705.00 FEET AND SAID ARC ALSO BEING A PORTION OF THE FUTURE NORTHWESTERLY RIGHT-OF-WAY LINE OF COMMERCE CENTRE DRIVE; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE (AND SAID RIGHT-OF-WAY LINE THRU A CENTRAL ANGLE OF 10-53-24" AN ARC DISTANCE OF 134.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE (AND SAID RIGHT-OF-WAY LINE) THRU A CENTRAL ANGLE OF 32'21'53" AN ARC DISTANCE OF 398.24 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 20'16'21" WEST ALONG SAID LINE (CONTINUING ALONG THE WESTERLY RIGHT OF WAY LINE OF COMMERCE CENTRE DRIVE) A DISTANCE OF 196.60 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 25.00 FEET; THENCE SOUTHWESTERLY AND WESTERLY ALONG THE ARC OF SAID CURVE (AND ALONG THE RIGHT-OF-WAY LINE OF SAID COMMERCE CENTRE DRIVE THRU A CENTRAL ANGLE OF 87'43'12" AN ARC DISTANCE OF 38.28 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 515.59 FEET, SAID CURVE BEING A PORTION OF THE NORTHEASTERLY RIGHT-OF-WAY LINE OF RESERVE BOULEVARD AS DESCRIBED BY DEED RECORDED IN OFFICIAL RECORD BOOK 629, PAGES 2523 THRU 2526, PUBLIC RECORDS OF SAID ST, LUCIE COUNTY; THENCE TRAVERSING THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID RESERVE BOULEVARD BY THE FOLLONING TWO (2) COURSES: 1. NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 515.59 FEET THRU A CENTRAL ANGLE OF 37'31'30" AN ARC DISTANCE OF 337.68 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 50.00 FEET; 2. NORTHWESTERLY, NORTHERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 85°24141" AN ARC DISTANCE OF 74.54 FEET TO A POINT IN A NON -TANGENT LINE, SAID LINE BEING A PORTION OF THE PLAT OF POD 18, P.U.D. II AT THE RESERVE, AS RECORDED IN PLAT BOOK 40, PAGE 16, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA (THE RADIUS POINT BEARS SOUTH 39-04'15" EAST FROM THIS POINT) THENCE DEPARTING SAID RIGHT-OF-WAY LINE, TRAVERSE THE SOUTHEASTERLY LINE OF SAID FUTURE PLAT BY THE FOLLOWING TWO (2) COURSES; 1. NORTH 52'04'59" EAST ALONG SAID NON -TANGENT LINE A DISTANCE OF 128.01 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 812.04 FEET; 2. NORTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID) CURVE THRU A CENTRAL ANGLE OF 37°07'42" AN ARC DISTANCE OF 526.21 FEET TO THE POINT OF BEGINNING (THE RADIUS POINT OF SAID CURVE HAVING A RADIUS OF 812.04 FEET BEARS SOUTH 00-47-19" EAST AND THE R�F SAID PREVIOUSLY DESCRIBED CURVE HAVING A RADIUS OF 705.00 FEET BEARS SOUTH 37-21'45" EAST) �\ �..•y\4ENSF' No 82270 cr ro .R.Fi ONj (DATE) .79OR034U ITE 201 ORIE, FL 987 772-462-2455 z z z 0 W z 6 J w w 0 a z Q O w w i LEGEND +0" EXISTING SPOT ELEVATION EXISTING LIGHT POLE (fYP) EXISTING BRICK PAVERS .'. + EXISTING CONCRETE EXISTING ASPHALT SURVEY NOTES: UTILITY & PRIVATE DRAINAGE EASEMEMT P.B. 40, PG. 16, ST. LUCIE COUNTY PUBLIC RECORDS d 10 53tid .sl EX. 12" FORCE MAIN (TYP) EX 12-in WM �\ PLAT LIMITS oe✓', ;/ / - / EX. CLEANOUT �' °4'% EX°1p-In FM EX. B„ „WET ��- ✓✓ INV: 23.25 EX 12 M / \ eb ti - -''� � .�. '� �. ..;i ✓. s CUTBACK t11 LF ? ®?21 ✓ TAP /6"GV / EX. STORM PIPE &TIE. b ° ryob io FM .- "."- TO YD-6 (SEE SHEET 4) ^ EX 12- i_� • 2�4° ry7ry j•/ //,,�� �• s. , . „ 8" WM OUT BACK 25 LF EX. STORM PIPE & TIE xo^ b"' •q a'✓ / !r/ TO RELOCATED C.S. ' .IJM A i i +28,37 14 a e I EX. 5' CONCRETE WALL RAISE EX. MH-1 2:in ,`$ c e 1"5 �� /' /• (SEE SHEET 4) EX 1. „ti /y.,.: roo `. • // GRATE OF 27.00 T 27.30 / 1ryk o` xti1' xti \ EX. INV: 21.50 / yy do y /sl " z" h I� , \ EX YD-5 � : a IF a - `" x' y_" N. 0 / CFI"E- ',`(;.12 / ,r lIII fi{tl Ny r / \ / RIM 2672 ' EX 12' ryoti �ry��o xry�. \xti `N /G 'INV 2251 11,�F1E�aIEEI%60, IN �4� WATER MANAGEMENT Q��JPP Een�N ^5 / '� tivrytio/ exN , . / / / /ooy� � " TRACT NO. 1 , P.B. 40, PG, 16, ST. LUCIE 1NPG� \ \ x� ti /"ryy /hb. m `9Nv q /( n ., .� COUNTY PUBLIC RECORDS / O� �M / i4r ;,w xT rotii ��y.. N / ,[.k �,%tea / o P yes/ / ULTIMATE • 12\0 o bb �. ry r/ ,ti tig.9L + ss i N %/ e `% b / DRAINAGE EASEMENT RECORDED IN OUTFALL ��° �� �Ah n� V A `bby I / 0 Ty / hN / + 1' & OFFICIAL RECORDS 1300K 2922, PAGE 1035, �' ~ RELOCATE EX. C.S. RIM: 27.00 \ i _\ exti ST. LUCIE COUNTY RECORDS. u INV: 21.50 '� / °j o-yxti RIM: 24.35 1 IRRIGATION EASEMENT RECORDED IN / M M °,°/� 6 t� x y, x ry!1./ / Tb� �./ :+� \ qry .1 ✓ 0 a",�+ / �j :', t� OFFICIAL RECORDS BOOK 2922, PAGE \ F / \`I' ry/ x EY,. 15 RCP 1025ST. LUCIE COUNTY RECORDS. EX. YD+I 1n / /:. - - A,' " - ,�jY` x/ +j x o �G/ " /i ti \/ 12 7- REMOVE d� .REMOVE / e / ,, /� / • RIM: 26.77 ,^�'•. 0 / / / /� "� EX. M.E.S. �.` / "� k INV:24.67 A A /✓ ti w•� M1 ai kb 481 / /\ oy � \ A,` y� k INV: 22.50 / S, G REMOVE / tit' x �+ z4.12 ti 7 f., / /s EX TREE oV 424 ��h p° e5 !� /ti .V / i':� Y�Y pr 24.62`�. i ✓/"qc�. REMOVE P' 9 wy CP //� $, �/e \ xtib �� X X +24 5 � o• / / 22 ✓..ice - > ;bA / / RELOCATE / ,h. '� F �o `. , i, /✓ 7✓ EX- 1b RCP 0ti/i 4 %� k / ^�'1 0\ N1 , n5 EX. AC PADS Xti f /tin' EX. CLEANOUT EX. 6' PVC ti°% A ,p \ /\ \.-`� EX. CBI �/ • .. % /✓ / ' y EX. YD-3 INV: 28.88 FENCE m,/ 10' U.E. / i• i l(, /F CRAI C 25.82 i / b / y,� RIM: 27.15 CUT BACK t20 LF 4P 6 �'� , INV: 22 52 / � O.S.T. N0. 4 ,� g� X. \ INV: 25.45 EXISTING 1 STORY BUILDING EX 18" RCP & TIE TO y /�y 26 / P.B. 40, PG. 16, ST. LUCIE v`' \ EX. AC 7,217 SF w, n \ CB-2A (SEE SHEET 4) I x Yi SAW CUT & / COUNTY PUBLIC RECORDS /ti6 PADS FFE: 27.75 NAVD < i N. •/ 09 ge �� V \ A-1 -/� }.� REMOVE PORTION tit .�` PLAT /5 ovs".�5'"63���� OF EX. ASPHALT o•1' • / j� ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. CONTRACTOR TO FILL & RELOCATE EX. DRY DETENTION (REGRADE AREA TO DRAIN AWAY FROM PROPOSED BUILDING) EX 12" WM (TYP) \ • ti LIMITS EX. pEX. YD-2 CA LE BOX REMOVE s a P : RIM 27 43 \ / EX. TRFE(Sl r� X. ACCESS EASEMENT •M^1 ,�¢01 \ �9`�. - \ \ \\ /\: / / �G /)/� / n u �`�. xN r// /f' / / G/ // q ORB 2922 PG.1014ST: EX f DC 1 "uc16 COUNTRLCOR Euauc oab k� '�;. a°?/ ,-,c r � � ` L FX FIRE LINE e 2s.4a o$' REcoRos �yti \ EX. AC PAD / ;/ '.' x� I\\yr v.��•`'iP, / / / EX.YD-19°/ /pso. //. y //''-/i� e �/ or• EX 18RCP /� x. A ,• �b / �(' / RIM: 27.20 / �/ x� �n /G �� �� �`'- a^>` �. xti. `tip ";yA / it/ / INV: 25.90 a< /,/col'/�i•.,� �� %� /'// ` EX. WM -.r r` ..a`yu /t// / k vj Y l� A ) / �1 '4 / / / °' \VA / - • / ✓ O o �➢/ %� //i / I k `y �i ,,per -'/ / �/ / / ��° / U,y? /� / ryp^v �1 v ", v / �/ V..h v y `302 • 1 / 'i +F / EX. AC PAD 5 / p - n EX FIRE /,n / ri ' • 301 $' ' ,xq'� �� j EX WAI - A a A EXISTING 1 STORY BUILDING 41/ / `� A �' 851 SF��HEX FIRE ' �� r �; ��' n y / 1- - o y � \"'> 68 `' a \ L. fX I�UMhSTER FFE: 27.75 NAVD / \ y 3 an\ h0/� ✓�° tPe/9 ✓JF�7 �I EX CONTF('L \ � ,<.. ne A? ','/ s L 1<- / r VALVI S. F, ''�. �osz� 7 m d ��°� i°y • l /fir // REMOVE EX. MES-1 /F/" •� INV:22.55 • a T�. /� \ y 1 V O �.' / �. /fib• 362 : . r / / /f' I .t 1 M1ryy \: j It EX. FOJNTAIN EX. CAI CHI EX. VAULT, .' •�yM / i ' BASIN M � // /h I 9j \� EX. SIGN �..� ►c � REMOVE x ° o V�'� EX. CONCRETE VA \ \ � ,, � V '� o # HEADWALL A AV o V' tib� o bq ryo / 4i Q " p AAV EX. FPL PAD EX. ATT "' V�/W¢o�ci� VAULT .F" o/ S [REMOVE 4 v V c xtib� xtiy xz61 •q x / bob • EX. PIPE EX. SIDEWALK ytiy xIVL ti°99 x`ti°' REMOVE \ ;w� EX. CONCRETE 2� ti �,\ 3 ''�/ HEADWALL yEX SIGN VA,,deryM1�'. �.'D\ �y xqy' REGRADE EX. DETENTION AREA \ tF, i y'� % / 1/% EX. DRAINAGE/ / (SEE PAVING, GRADING &DRAINAGE PLAN ON SHEET 4) \ • � \ j /l A/,/ MANHOLE / -74 / O \5 V �x�y y EX. WALL %w 4 ..� k ..� / �/ EX S FORM a�ss. A.INLET \ ss 0 P• \ \ . � / l ' •� l ,E. 11 yCb2q�� .334 K , �e 290es�Y°<<' �\ \ VAA v` A EX. STORM r INLET 1 o/QSSrRiF4 \\ tl�\ EX. WALL i. / / a. �.'m� •. `s?'� x _ •./ o z �O�O°S /�//,� R o 0 30 ( IN FEET ) 1 inch = 30 ft. NAVD (88) NGVD (29) 21.53 23.00 26.24 27.50 ENGINEERS Q SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 772-462-2455 'Po www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 m p w w 0 ui U W a 3 M o w 'm ro J Z W K rn w v g y rn n o p w LL O Q ro Q a O 2 uj F- Z O U W U J H N (DATE) z w 0 O z 0 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 S 772.462.2455 ,� LEGEND +1"' EXISTING SPOT ELEVATION EXISTING LIGHT POLE (TYP) PROPOSED M.E.S. PROPOSED DRAINAGE INLET EXISTING BRICK PAVERS EXISTING CONCRETE PROPOSED CONCRETE EXISTING ASPHALT PROPOSED ASPHALT UTILITY & PRIVATE DRAINAGE EASEMEMT P.B. 40, PG. 16, ST. LUCIE COUNTY PUBLIC RECORDS 0 EX. 12" FORCE MAIN (TYP) a ° e1 ✓ EX 12-in WM PLAT / EX. CLEANOUT - LIMITS ° ,�' ° EX,1p-in FM J �'✓ / �� \ INV: 23.25 EX 1P.in`NM � s � EX. 12" WM (TYP) ry9h R� E`Xg2-inFM .2.74.212 EX. 8" WM RAISE EX. DMH-1 ; EX. 8"X6" WET TAP W/ 6" GV E J ^ry 9° , i3N �" .f ✓ / GRATE OF 27.00 TO 27 30 / / \ EX. INV: 21.50 is � / 0h y ,�� i . I ., 'i EX.. 5' 1. �' / / EX. YD-5. . ,1p .(` .}I1.+ k, CONCRETE \ RIM: 26.72%20.01' .{ j` is Ir,! .j, ��WALL.% j/� s . s� \ V INV: 24.27 G A/ / >,4 . //,� a , t;!' 1i s€ s ;% 21.10'. I \ \J// .<I .i.. sI", �\ 1� G 0P'S� •� \ Y ° /oA � f',``•'+•.� .. �'.. . ; �` Fs � ' .; ' ss y..,y. .:/ ^ohry,� rya o° � ./✓ � /�'.�/'� IMATE gg 285 'aTOUTFACE \ �'� O'1'12�� q`x n aAti r� \ ROPOSED RIM: 27.10 \ �°� ^ o r +• ° a 10' U.E. \ Dry INV: 21.50 54' EX. YD-4 BUILDING(t3,290 BE) RIM: 26.77 FEE: 27.10 NAVD w��y INV: 24.67 \ +,Zjs wg1 ° / / /\ / ,/ / 65,VIi°< " t't �.r. \ �2 YD-4 � '� f EX. CLEANOUT EX. AC PADS /EX. 6„ EX YD-3 WM\\• \` CB-2A „� y C INV: 26.88 ) \ 10' U.E. / / 9 RIM. 27.15 EX. X JJ CJ Pt / O.S.T. N0. 4 k� \ INV. 25.45 EXISTING I STORY BUILDING \ I ,( PVC P.B. 40, PG. 16, ST. LUCIE ° ^ \ EX. AC 7,217 SF \ \ I JJ N 1099456 75 FENCE ~ .w ' \\ COUNTY PUBLIC RECORDS /If PADS FEE; 27.75 NAVD -r�J-J PLAT EX. CABLE BOX I a \ Di: 1099448 BG.� LIMITS \ E:86187i 88 flip RIM: 27.43 \ \.._\\ / 'Y �. !i- ?. \ INV: 26.03 (ACCES9 EASEMENT �A ' ���0{ O R.B. 2§22, PG. 1014 ST.\/'�, ej<�\ LUC15COI1NTYPUBL10 �y0 °k'�O A Z• A // t FIRE bryV"a xaeIorzos �yti X� °�j\ EX.A PAD. 6X 18 F,CP / 1ST / EX YD-1 /� / /� ti - �� RIM: 7.20 INV: a5.90 \ /00/ / J �1 ° 302 EX..CONTROL EX. AC PAD / F.: FIRE J ° 3m \ EXISTING 1 STORY BUILDI G / � - J % - VALVES HYDRANT \ J /I EX WALL FEE 62775 NAVD .. .'-.',1. • c� \\ N1099353:80� `\ 1 / ' '�" ,;,,. I•, ,. .< :"; .:., / J a� J �(_:-,xy..' �A ^ n�°/ E86150644 y�• V ���� ° °�"/- �/ ,y N 1099349 74 E86150517,R/ / t N 1099334.06 ' \ h \ / ,y E86148867 asP°\/\\ / EX. MES-1 h P n N 1099311 fit / INV: 22.55 oy': E86150899�V N 1099306 10 352 .. E 861494 62 ��N.10992995$ EX FOUNTAIN;ss N 1099273.69 • Si j ,yh� i �, : U,f / �/ Q E.861573.22 y 0 EX qq .VAULT ryd' N 1099274 68 �� / . % `, J vEX SIGN E`86157203� • •�1 °� '6 A N 1099271.22 N10992413.01 / ,� J / //� E E 86168 57 h� J , pia O EX. FPL. FPL. PAD-11 V / EX nrT v VAULT _ . b` C -J l tuZO J i \ .4° /// N 109924515 {z '', 4i S �� \ �'?• \� �`� N:1099246 80 °' E 861572 84 rykh �\ �.. . -/ / �/ 4 a \ E. 61542.96 s N:1099244 70- �\ \ \ \�:.\ \ ,�n'' �<`-E•8615$3 30 \i ,�ryo / /%ll: �c� 0 J ii N:1099226 44 N:1099240 72\ d \. SIDEWALK E:861618 08 E:861696.73 \ EX. N11099219.3 N:1099231 14°- '0® MES-1 E:861695.89 E:861562.42 N:1099213.51 y� \. \. •'•J - J I% �`r �, \ E:861573.06 k ✓ �\ \' N:1099204.39 aN:1099204.69V, E:861586.82 RELOCATE E:861697.08 g, • J \\ Ns1099193.67 DETENTION A EA ,"�, �• /'� ��' J J' \\ \� E:861600.40 TOB: t9,716 SF t \ �;� •.� J . BOTTOM: ±3,805 SF EX. WALL 1 N:1099155.37 \\\•\ osa°ry pg.o, E:861705.93 _J 00, \ 3,4 F.Q� Re pT Rp� �AA� \ V N:1099139.70 EA. SIG �^c'� ��V / �". /-7(�- EX DRAINAGE J/ R 7 Gy 60 t\, A • 365%\ E:861683.i3 62�229 A0 /07.FL,9\`� \ \ \ INLETEX ORM \ " 363 /'E / EX. WALL %f ez OU RJR CN ' SURVEY NOTES: ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED, WATER MANAGEMENT TRACT NO. 1 P.B. 40, PG. 16, ST. LUCIE COUNTY PUBLIC RECORDS DRAINAGE EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 2922 PAGE 1035, ST LUCIE COUNTY RECORDS. / IRRIGATION EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 2922, PAGE 1025ST. LUCIE COUNTY RECORDS. M•P' 0 30 ( IN FEET ) I inch = 30 ft. ■_�:®.�.-- Fri _ • a 3■ Nil a, Z' ■ i i ■ = ■o 1■1 IN ■ `F ■ IN IN ■ ■ ig IN MEN ■ a �- i ■ ■ �J It ■ � ■s ■ i ■ ■ • 1 7■.. -' ■iM • i ■ 1 1 � ■ ME • `I ,' IN 101111111111 Il 1 d Z T LEGEND +10" EXISTING SPOT ELEVATION f� PROPOSED FLOW ARROW EXISTING LIGHT POLE (TYP) ® PROPOSED M.E.S. �❑ PROPOSED DRAINAGE INLET EXISTING BRICK PAVERS Y, EXISTING CONCRETE PROPOSED CONCRETE EXISTING ASPHALT PROPOSED ASPHALT SURVEY NOTES: ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. NOTE TO CONTRACTOR: 1. MAXIMUM 2% CROSS -SLOPE ON ALL SIDEWALKS. INSTALL V METER & RPZ INSTALL 6 LF �\ 2" POLY SERVICE INSTALL WYE CONNECTION TO EX. SANITARY (M.E. INV) ry0+a° UTILITY & PRIVATE DRAINAGE EASEMEMT INSTALL t27 LF P.B. 40, PG. 16, ST. LUCIE 6" SDR-26 @ 1%. COUNTY PUBLIC RECORDS EX. CLEANOUT CONTRACTOR TO FILL & INV: 23.25 RELOCATE EX. DRY DETENTION INSTALL 5 LF (REGRADE AREA TO DRAIN AWAY 6" SDR-26 @ 1% FROM PROPOSED BUILDING) INSTALL CO-2 EX. 12" FORCE. MAIN (TYP) I r PLAT LIMITS I 00 p o106A 001"� EX 12411 WM 2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE COMMENCEMENT, / ti ry ry nry0 ° {EX°1 - 3. RE -GRADE AND SOD ALL DISTURBED AREAS. CONTRACTOR TO INV: 24.05 ryQ,h FM REGRADE AREA To EX1z-;nwM ryes ° 4�--�- g}e _ 4. ALL CURBING SHALL BE INSTALLED PER FDOT INDEX 300. TRANSITIONS TO BE INSTALLYD-6 DRAIN AWAY FROM FLUSH SHALL BE 3 FEET MINIMUM IN LENGTH. IE TO Ex. STORM PIPE) PROPOSED BUILDING°see 5. THE PROPERTY OWNER, CONTRACTOR, AND AUTHORIZED REPRESENTATIVES RIM: tzs.90 �y g127.75 INSTALL t18 LF ry EX FM ry ry� SHALL PROVIDE PICKUP, REMOVAL, AND DISPOSAL OF LITTER WITHIN THE EX. 8"X6° 2" POLY WATER LINE PROJECT LIMITS AND SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE AREA WETTAP lop ti� a> k2g x s \ ti FROM THE EDGE OF PAVEMENT TO THE PROPERTY LINE WITHIN THE CITY'S Wi 6" GV REPLACE 6"TEE A 7 ryy RIGHT-OF-WAY IN ACCORDANCE WITH CITY CODE, SECTION 41.08 (g). / W/6"CROSS �2-m X ryes EX. B" WM INSTALL (1) 6"GV R ryry tiA' x`ti� "� `� & 6"x2" REDUCER ,g p / 00"' e° >< ,(fir w k 'R EX t H 2 �� EX. 5: (. / \ / RAISE EX. DMH-1. g°:0 8 *ti x e� a+ �N ^�Ji"". �\ I RgiE 2612 CONCRETE GRATE OF 27. TO 27.30 17,)o % �ti g`5 tip' x /,G V IN J WALL A EX. INV: 21,50 �o 0 ,�° / xM ><ti ti• INSTALL ,,- :;� rx� :m�> \ INSTALL 4' SIDEWALK G xti10 / ao0 titi^ AC PAD W/ i V �, ,th y \ (MAX 2%CROSS SLOPE) qp-x o' GATED FENCE \/ A 0 ,ry t26.72 a h EX. 12" WM (TYP). \ ' 27.00 r"x \ QS \ .. xti INSTALL CO-1 Gr�266 ULTIMATE r►� 1Y;Y° o 6. TOFF BUILDING a9 +1s. y"/ F°+ �%/ "`J o°j'/.%/ OUTFACE A a - E� ro ry ,Q. w1ry' \ ° INV: 24.10 °a�0e ,<'ti'/ ( Ii m C % °./ e4' WATER MANAGEMENT RIM: 27.00 A `ke 3�. w 27.00 ... �0o titi'PROPOSED oa tih°+ ,,, v . TRACT NO. 1 INV: 21.50 k � 4/. 27.50 _ r . j x : ryyWx' 10' U.E..ti titiryA " ea \ / ,/ /,\ ?< F \ \ �ry a ✓ +� / ' P.B. 40, PG. 16, ST, LUCIE \ - ° - x ( ) + M E +26 64'+� / EX 15 RCP / /' EX.YD-4 \� BUILDING f3,290SF c> : / /J COUNTY PUBLIC RECORDS RIM: 26.77 \ w4I`m fcN' 2 5 FFE: 27.10 NAVD %tip e °\a ` °`� INV: 24.67 �. + ry i /�\ / 05 +2s.9 �,� .,. vh6 �' - % ti� DRAINAGE. EASEMENT RECORDED IN k •� 41?ry nti My / °461 / j / / A. 27 5 / \+ 6 � INSTALL 11 LF 6" ADS / rg; INSTALL CURB "a/ - r OFFICIAL RECORDS BOOK 2922, PAGE 1035, p�4�1, p1 • ^ 34 / (CONNECT TO CS-1 w // ;STOPS (r'YP) ,L r: / ST. LUCIE COUNTY RECORDS. M'V �3 ° �'•yo. % / f v. ��\ �� @INV 22.50) __ IRRIGATION EASEMENT RECORDED IN / Q, �� . Dn 51 • e _ ` ! INSTALL CS 1 \ w.,,. 26.93 '\ \I �: 1/' INSTALL 5' SIDEWALK (TYP) OFFICIAL RECORDS BOOK 2922, PAGE PER DETAIL ° \ 6(''� 27.10 +� 43 q` �// (MAX 21% CROSS SLOPE) 1025ST. LUCIE COUNTY RECORDS. QQAIGPS c0+ �1°-°'-ON SHE p / / 601 EX. ACIADS M. E, a26 56 e , -(9) EX PARKINGr �ry EX. 6' PVC `7-\�. / Y 26,77 ti'/ :. SPACES EX. YD-5 FENCE c \ f RIM: 26.72 INSTALL LF / 3 \ `'CB-2A / *� x INSTALL HANDICAP STALL •'% ��� G \ \ / y� EX. YD-3 INV: 24.27 18" RCP @ 0.00% PER DETAIL ON SHEET 5 10' U.E. !' / FPL>.. ii o- . *H°4'l�R',4F ¢ ° yry RIM: 27.15 X. CLEANOUT CONTRACTOR TO �''^' " 4 '� �� �s EX. CB-1 O.S.T. NO. 4 b+ g wh \ \ INV: 25.45 INV:26.88 GRADE AREA TO u \ 2 GRATE: 25.82 P.B. 40, PG. 16, ST. LUCIE ° °� e ^ \ \ EX. AID DRAIN TO CB-2A /x27- \ \\ -INS ALL 53 LF M E �/ INV (NE): 22.52 +� ' . XISTING 1 STORY BUILDING os V �'� INV 22 .5 X, r% COUNTY PUBLIC RECORDS / PADS // sz RELOCATED 13 RCP-@ 0.00/ +,' PM' 7,217 SF A EX. YD-2 EX. ABLE BOX 7.75 NAVD EX. 6" WM.. A + �1.4° . " z" ,M 6 -�16 55 �j /gym ° ><ti��,• � ° ", PLAT \y\y\y��� °` / LIMITS / FX 1a; RCP TO /j/��' \ ° ° \ \ / ". _,; @INV i 2P 55 <\ RIM: 27.43 eZ ri '/ w 4 \ /° V INV:26.03 A V ��A:.'. -� / (ACCESS EASEMENT ^ �p \ \ / '9Nv d €( //\ /'il ' k ✓/ / / A.R.B. 2922, PG, 1014 ST. k+ ° / LUCIE. COUNTY PUBLIC,.MEt26 SO / °b1' m �/ I x / 21AF / REcows yti °\ EX. AC PAD /. *`Y%'�vv.v ; \,/ EX.6 „5� ►rye / / / + _ y �/ ,fp /\ / 9 / v v v� m FIRE INE ,`_ F % / 9. :: > .{`'lki °"Y / H' / ° EX.YD-1 V /� / oa , , nv , q, vv v a �I/ �, i' ly RIM: 27.20 1 // V INV: , .yl v q �� ,L`� •. -�� �// EX 1E F�CP / "° / 302 „ice \ l \ \J� / EX. AC PAD / G \ EY FIRE s N �0301 o°pi .,9 ,` \ EXISTING 1 STORY BUILDING / /• \ ' e,HYX. FIRE. • ' \�. /I \\ \< "\<'� EX WAIL '.Y° / \ \ \/ 6,851 SF \� FFE:27.75 NAVD / n°/ x`� ` EX DLMPSTER . M E 267 V ry i� EX CONTROL ,y�• g y'.^ : + 4P III,, / V VALVES9Zx��� 'g' aA \ 1.. INSTALL TREE `°\. ga+ a V / h `' r z66� CB-1A °;F ° QZ/ /e/ \: B' BY OTHERS) �: A ° '� / by \ O "'// r INsrAILCURB r° X,\ n / h " \o\ w / \ / CONNECT CB-1A STOPS (TYP) r'J i'o tie \ / e \ G/ t)tr )tEl \ TO EX. 18" RCP t 11t= qIltttl;I; AINV: 22.55 1 ,tttslt fG, ,I€ § t to't 352 P;,/ / @ / tlli l!II` Ii �l Eli; is E4{', i o A r E< FOUNT AIN EX. CAT ClI _�:, \\ \";g� i` r" i/ A '.� .Ter `.;"i' : \\ �l/ / EX.VAULT BASIN \�<��\ ��f � ,.,'yy j t :i';...`��" �\ \\ j t COOOp % FILL EX. SWALE EXSIGN rp ME: / \ \ \ �'!Al EX. FPL PAD A ��o�" \� ✓✓ +Q ti////E411:44 0 v \ � V m-Z� �d INSTALL LF h 2 EX. ATT �\� 15" RCP @ 0.00% / VAULT ).. ,. E E i ° �. ry;V .'/ //r, fz m ti' 4y'�) r J M.E. - ti� x rya0a do \ EX. SIDEWALK ° 5 .;1 ,ya MES-1 ,5ry� 0 � \A ry ao- tP REGRADE \ ff EX SIr,N� \ �A ° tib. e n?�• A \ EX. DETENTION V`V�AA x 0 xtih' RELOCATED + T06 TO 25.55 �l �.�j% `i• `�. EX. DRAINAGE \\ DETENTION AREA 6, / / / MANH01_f TOB: t9,716 SF «ti BOTTOM TO 22.55 V ° // �A .A ,p (4:1 MAX SLOPE) O \\ BOTTOM: t3,805 SF \ y. EX. WALLEX � INLET ORM� ,. � �pe �' •'� � ��/ �< ",' / �/ �! .334 ��Ss�Ragoy�v .336 a TA�"7 Q O�FRI"� �� \ \ \ EX. IG .. �� VV / �' / 7f-t EX.DRAINAGE R i �O•365��i-C S �� /�/ MANHOLE 629 �9�Y12,�GlF. \� \ �� EX. STORM \ _ /.,': // / INLET ry Q�'�� ./,i" i / "•.Y / ,� G �o s" b R/ v vpv � . A. � .363 � ,7 �GTT<G`s� :A�� 74� Q. .% EX. WALL y /.... c9 c ,y tea. J / l/ NCO �tiT �� �"/, y j' // ti RF p��.. Co lbs'e;bti0 rB MITERED END SECTION TABLE Structure Name NORTHING EASTING INVERT MES-1 1099222,79 861681.15' 22.55 0 30 ( IN FEET ) I inch = 30 ft. STORM SEWER INLET TABLE Structure Name BOT TYPE TOP TYPE NORTHING FASTING RIM IN INV: OUT INV: BOTTOM ELEV. CB-1A Type C USF 4155 6209 1099338.61 861789.94' 26.30 22.55 (SW) 22.55 (NE) 20.55 CB-2A Type C USE 4155 6209 1099461.89 861821.43' 26.90 22.50 E) 22.50 (NW) 21.50 DRAINAGE STATEMENT PROJECT IS REQUIRED TO PROVIDE ONE HALF INCH OF WATER QUALITY TREATMENT OVER THE ENTIRE SITE IN THE DRY DETENTION SYSTEM. THIS EQUATES TO (0.5/12) X 3.203 AC = 0.133 AC -FT ATTENUATION IS PROVIDED IN THE PGA MASTER DRAINAGE SYSTEM. SFWMD CRITERIA: PERMIT NO. 56-00674-S MA n1AI nn CONTROL ELEVATION MINIMUM ROAD ELEV. MINIMUM FIFE NAVD (88) 21.53 24.77 26.03 NGVD (29) 23.00 26.24 27.50 e PIX' ENGINEERS ® SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 772-462-2455 f www.edc-inc.com F.B. P.E. CERTIFICATE OF AUTHORIZATION 9935 L.S. CERTIFICATE OF AUTHORIZATION 8098 a m M m w a ❑ o S z O Oy x W N y W ❑ w LL 0 O ¢ ❑ � a I Z J o a o W'n LL V Q Z Z Z a q= Id. U 1J- W t�n V � J Z H N O Zz 0 ao a U W Z Q f- N eRRISO(DATE) 8227 GF 1 10250 SW VILLAGE PARKWAY -SUITE 201 PORT SAINT LUCIE, FL 34987 S 772-462-2455 1- 61 0 0 x F- Z z 0 w x Z Z Q Z a Z 0 w T W U K 0 Z W Z SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS ITEMS TO BE TESTED F.B.V. DENSITY L.B.R. THICKNESS COMPACTED OR STABILIZED SUBGRADE MAX, SPACING MAX. SPACING MAX. SPACING MAX. SF ACING LIN.FT. SQ.FT. LINYT. SQ.FT. LIN.FT. SQ.FT. LIN.FT. SQ.FT. 300 10,000 300 10,000 300 10,000 LIMEROCK BASE 300 10,000 300 10,000 SHELLROCK BASE 300 10,000 300 10,000 ASPHALT PER INSP. PER INSP. NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE OF THE RIGHT EDGE. YD-1 MUST BE INSTALLED ON UPSTREAM SIDE OF WEIR r 25 AS SHOWN ON PLANS Provide 1/8" to 1/4" contraction /joints at 10' centers (max). "-^ Compact Subgrade to 98% of the Maximum Density as Determined by AASHTO T-99 NOTES: 1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction. 2. Refer to FDOT Index 522-001 for further details 4" THICK SIDEWALK DETAIL 5 311 5' 10" 411 4 4'-6m, 5 — LL 4 Manhole Top 2 ;o. 4 23.70 SURVEY NOTES: ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN HANDICAP SIGN BLUE VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET BUMPER CURB UNLESS OTHERWISE NOTED. 12'-0" FLUE BLUE o BLUE/ BLUE NOTES' \\ I 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND. BORDER. 2. BOTTOM .PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLUE BLACK OPAQUE LEGEND AND BORDER. .3. FTP 25 & 26'MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. 5. ALL ADA STALLS SHALL MEET MINIMUM BLUE ADA GRADING REQUIREMENTS, BLUE HANDICAP SPACE DETAIL 1.5" ASPHALT PAVEMENT FOOT TYPE SP-9.5 95% Laboratory Marshall Density 8" LIMEROCK OR COQUINA BASE / 98% Modified Proctor test max. dry density, LBR min of at least 100 12" min. STABILIZED SUB -BASE COURSE 98% Modified Proctor test max. dry density Stabilized to an LBR of at least 40 TYPICAL ON -SITE PAVEMENT SECTION 18" RCP q INTAKE PIPE INV. 22.50 1. (1) 3" 0 a. � 4 BLEEDER 18" RCP N PIPE INVERT 21.50 21.53 O � d 4 12" SUMP ` d 4 4 ' a a NOTES: 1. Refer to F.D.O.T. for additional Indexes 425-010, 425-001 and 425-052 for information. 2. Pollution Control Plate is open on top and bottom. CS-1 MODIFIED TYPE 'E' CONTROL STRUCTURE DETAIL ENGINEERS ® SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 M 772-462-2455 IN www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 3 m Y rn W x ❑ m c 9 5 0 W °� W 2 X Z � � � w O O 0 U g. w vs 03' Qm❑... Z ®_ CL O �n V LL a W z w _ v o co O J Z a C Q Z z v 27.00 w V 3 Manhole Top le 4 WEIR ���11111111/�� /( 23.70 82270 ..R. N,,' (DATE) I 82 ORIDP:•'������ 4' 21.53 11�11 a (1) 3" o� A J 10250 SW VILLAGE PARKWAY - SUITE 201 BLEEDER It PORT SAINT LUCIE, FL 34987 772 462 2455 4 -'4 4 # al 4,-261 *.z 5OF9 I z 0 WATER MAIN NOTE SAMPLE POINT SHOULD BE A SERVICE LINE OR FIRE HYDRANT IF POSSIBLE SAW"LINO FIC)IN"I' TE VALVE COPPER OF RISER PIPE COVER MARKED "SEWER" MATCH EXISTING GRADE FINISH GRADE o CID .,o 4NOTE: CONCRETE COLLAR IS NOT REQUIRED IN PAVED AREAS IF PAVEMENT SURFACE IS FINISHED PRIOR TO CONDITIONAL 1 #4 REBAR FINAL INSPECTION. 6" MIN. f 24" CONCRETE COLLAR uj CONCRETE COLLAR T 8 SCREW CAP/PLUG 0 - 24" I_ 1 RISER CAST IRON VALVE COVER C.I. OR BRONZE 0 BOX & LID MARKED "WATER" - "SEWER" ro (LISF 7630 OR APPROVED EQUAL) 45' PVC ELBOW TOP OF PAVEMENT C.I. ADJUSTABLE VALVE BOX 4 PVC WYE (INSIDE SCREW TYPE) 30" MIN. VAL VE Q L R EQUAL) A E L) 8- 42" MAX -------- SQUARE NUT PVC (MIN.) APPROVED MECHANICAL MIN.) JOINT VALVE PVC VC CAP AT TERMINUS MINIMUM 6" 1=> COMPACTED 3/4 ROCK NOTE: CLEAN/OUT ASSEMBLY SHALL BE INSTALLED AT MAXIMUM 75 FT. INTERVALS, (INCLUDING VERTICAL DROPS TO MAIN AND RISER), AND TERMINAL POINT OF THE UTILITY DEPARTMENT'S RESPONSIBILITY. CONCRETE BLOCKING, VALVE #1 -IiLIL -L 31 POTABLE WATER SUPPLY. NOTES POUR CONCRETE TO GRADE IN SODDED AREAS PRESSURE GAGE VALVE #2 BILE STRAP SADDLE AND PORATION STOP REQUIRED. 1, BOTH VALVES SHALL BE KEPT CLOSED EXCEPT' FOR FILLING, FLUSHING, AND BACTERIOLOGICAL TESTING PURPOSES. 2. GAUGE AND RISER fO BE REMOVED AFTER PRESSURE TEST 3. ENGINEER SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING. 4. AFTER BACTERIOLOGICAL CLEARANCE SECOND VALVE 13 TO BE LEFT OPEN VIATHOIUT'VALVE BOX. 6. PRESSURE TEST PUMP CONNECTS TO SERVICE LINE OR BLOWOFF, NO EXTRA TAPS ARE PERMITTED UNLESS PREGFEDING ARE NOT PRESENT IN TESTSECTION ®1 ENGINEERS 0 SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 2R 772-462-2455 Ij W .edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 W 0 z < m 0 W z Z 0 < < w w F w < 0 —i UL Lu z Lu F- LU ui F- cl) F- z CL 0 0 LU NO. 822.70 .RAJA &ZIWON,'ft.ff7 (DATE) 0 Q20 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 Yam"772-462-2455 18-261 II z z 0 U J it 0 rr i 0 z 0 w m t,I�l> vIII; I I - J NOTES: 1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AND SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED UMEROCK 3/8--7/8- SIZING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED. 2.THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFlLL SHALL BE DONE WITH APPROVED MATERIAL CLEAN AND FREE OF ROCKS, MUCK AND 07HER DELETERIOUS MATTER AND COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPERS TO 10OX MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 5. BACKFlLL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM DENSITY AS DETERMINED BY AASRO T-99. 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER 111E PIPE THE REMAINING BACKFlLL SHALL BE COMPACTED IN 6 INCH LAYERS AND COMPACTED TO 100R MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. SEE PAVEMENT SPECIFICATIONS FOR COMPACTION AND STABNZATIOM REQUIREMENTS OF SUBGRADE. B. WHERE 'NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING FILL SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY 95X MAXIMUM DENSITY AS DETERMINED BY AASRTO T-99. 7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH SAFETY REGULATIONS t JAII NOM PIPE SIZE No.OF RODS AND SIZE SAND SILT, MUCK, PEAT ELBOWS VALVES TEES DEAD ENDS ELBOWS VALVES TEES DEAD ENDS 11 1/9 22 1/2° 450 goo IT 1/9 22 i/2° I 45° 90° I 4 2-5/8" 3 5 1 8 12 9 4 1 6 11 17 13 6 2-3/4- 4 6 10 15 11 4 7 13 21 15 8 2-3/4" 4 7 13 20 14 5 10 16 26 18 10 2-3 4 5 9 15 25 18 6 11 20 32 22 12 2-3/4" 6 10 17 29 21 7 1 14 24 39 27 NOM PIPE SIZE NS.OF RODS AND CLAY COHESIVE GRANULAR MAT. ELBOWS 11 1/8 22 1/2° 45° 90° IVALVES TEES DEAD ENDS ELBOWS IVALVES TEES DEAD ENDS SIZE 11 1/8 22 1/2° 45° 900 4 2-5/8" 2 3 5 8 6 3 5 7111 8 6 9 7 4 6 10 7 10 8 4 7 13 MM8 9 13 11 5 10 15 11115 13 6 11 18 NOTES: 1. WHEN SOIL IS LESS THAN 2 FEET INCREASE "L" BY 3OX WHEN SOIL COVER IS LESS THAN 1/2 OF PIPE OUTSIDE DIAMETER INCREASE "L" BY 100x 2. "L" ABOVE IS GIVEN IN FEET FROM FITTING JOINT. 3. MECHANICAL JOINT ANCHORING SHALL BE USED IN LIEU OF CONCRETE THRUST BLOCKING WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 4. MINIMUM NUMBER OF JOINTS TO BE RESTRAINED SHALL BE MIM. LENGTH PLUS ONE FULL JOINT. ( SEE TABLE ) C.;.iR I� E.E..IT, FINISHED DUCTILE IRON PRESSURE PIPE CONFLICT PIPE TIED DOWN WITH- - 22 1/2' (PREFERRED) �yr5, BAR k THRUST OR BLOOK 10'-0" 10-0" 45' ELBOWS NO JOINTS BETWEEN FITTINGS CONFLICT PIPE SEE NOTE / 4 FOR ACCEPTABLE DEFLECTION-L SLOPE UP TO 1 MIN. COVER Mi OF CONFLICT' \-CENTER A FULL LEN07H OF PIPE AT POINT OF CROSSING NOTES: 1. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSURE PIPE TO CROSS ABOVE CONFUCT PIPE NTH 6" VERTICAL SEPARATION AND MAINTAIN 30" COVER TO FINISHED GRADE. 2. FITTINGS SHALL BE RESTRAINED WITH RETAINER GLANDS AND THRUST BLOCKS. 3. THE DEFLECTION TYPE CROSSING IS PREFERRED. 4 DO NOT EXCEED 75% OF MANUFACTURES RECOMMENDED MAXIMUM JOINT DEFLECTION. `:a DEFINITIONS 1. UTILITY: ST. LUCIE WEST SERVICES DISTRICT 2. CONTRACTOR: UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS. 3. ENGINEER: DEVELOPER'S ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION. PROCEDURE 1. A PRECONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY THE COUNTY, CONTRACTOR, ENGINEER AND OTHER INTERESTED PARTIES_ 2. ANY REVISIONS TO THE APPROVED PLANS SHALL BE CALLED TO THE ATTENTION OF THE UTILITY PRIOR TO THE PRECONSTRUCTION MEETING. REVISED PLANS MUST BE APPROVED PRIOR, TO THE MEETING. 3. THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING OF THE PRE CONSTRUCTION MEETING. 4. ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION (D.O.T.,HEALTH DEPARTMENT, COUNTY ENGINEER, D.E.R., ETC.). 5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION PLANS ON SITE. 6. .ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS APPROVED PRIOR TO CONSTRUCTION. SUBSTITUTE MATERIALS SHALL NOT BE APPROVED AFTER DELIVERY TO THE JOB SITE. ALL REQUESTS FOR MATERIALS TO THE OB SITE. T .THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE APPROVED PLANS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. APPROVAL OF DEVELOPMENT PLANS BY THE UTILITY IN NO WAY IMPLIES VERIFICATION OF THE ACCURACY OF THOSE PLANS OR FEATURES DEPICTED THEREON. ANY DISCREPANCY ON OR VARIATION FROM THE APPROVED PLANS IS TO BE BROUGHT TO THE ATTENTION OF THE UTILITY BY THE ENGINEER AND CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY AND WELFARE OF THOSE PERSONS. HAVING ACCESS TO THE WORK SITE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS FOR ALL OTHER UTILITY FACILITIES. 10. THE CONTRACTOR OR ENGINEER SHALL SCHEDULE INSPECTIONS AND TESTS A MINIMUM OF 48 HOURS IN ADVANCE. 11. NO CONNECTION TO OR ANY OTHER CONSTRUCTION SHALL BE PERFORMED ON AN EXISTING UTILITY MAIN OR STRUCTURE WITHOUT THE PRESENCE OF A UTILITY INSPECTOR. 12. FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND UTILITY MINIMUM STANDARDS CONFLICTS BETWEEN THE PRECEDING DOCUMENTS SHOULD BE CALLED TO THE. ATTENTION OF THE. COUNTY FOR RESOLUTION. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE UTILITY. 13, UPON COMPLETION OF CONSTRUCTION, A FINAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND SPECIFICATIONS. PRESSURE PIPE NOTES 1. THERE SHALL BE 30" MINIMUM COVER FROM FINISHED GRADE TO TOP OF PIPE. 2. THREE INCH (3") AND FOUR INCH (4") DUCTILE IRON PIPE (DIP) SHALL BE CLASS 51, CEMENT LINED. SIX INCH (6") OR LARGER DIP SHALL BE CLASS 50, CEMENT LINED. PIPE SHALL BE CAST IN CONFORMANCE WITH ANSI A21.51/AWWA C151 AND SHALL BE RATED FOR A WORKING PRESSURE OF 1850 PSI. THICKNESS SHALL CONFORM TO ANSI A21.50/AWWA C-140. CEMENT LINING SHALL CONFORM TO ANSI A21.4/AW WA C104. 3. P.V.C. PRESSURE PIPE SHALL BE C-900, SDR 18, CLASS 150 AND SHALL BERATED FOR A WORKING PRESSURE OF 1860 PSL PIPE SHALL HAVE INTEGRAL BELL AND SPIGOT JOINTS WITH CAST IRON PIPE OUTER DIMENSIONS AND A WALL THICKNESS AS REQUIRED BY SDR 18. PIPE SHALL CONFORM TO ASTM D2241/AVVWA C-900. 4. ALL FITTINGS SHALL BE DUCTILE IRON WITH MECHANICAL JOINTS (CEMENT LINED) AND SHALL CONFORM TO ANSI A21.10/AWWA C-110. CEMENT LINING SHALL CONFORM TO ANSI A21.4/AW WA C-104, DUCTILE IRON COMPACT FITTINGS CONFORMING TO ANSI A21.53/AWWA C153 ARE ALSO ACCEPTABLE. 5. WATER MAIN VALVES 10 INCHES (10") AND SMALLER SHALL BE RESILIENT SEAT GATE VALVES. WATER MAIN VALVES LARGER THAN 10 INCHES (10") SHALL BE BUTTERFLY VALVES. SEWAGE FORCE MAIN VALVES 12 INCHES (1<") AND SMALLER SHALL BE RESILIENT SEAT GATE VALVES. SEWAGE FORCE MAIN VALVES LARGER THAN TWELVE INCHES (12") SHALL BE DOUBLE DISC GATE VALVES. 6. TRENCHING, PIPE LAYING AND BACKFILLING SHALL CONFORM TO UTILITY AND HEALTH DEPARTMENT STANDARDS AND SPECIFICATIONS FOR EXCAVATION AND BACKFILLING FOR UTILITY SYSTEMS. 7. HYDROSTATIC PRESSURE TESTING SHALL OCCUR AFTER PIPE HAS BEEN LAID AND BACKFILLED BETWEEN JOINTS. THE PIPE SHALL SHALL BE SUBJECTED TO A PRESSURE OF 1850 PSI FOR A PERIOD OF NOT LESS THAN 2 HOURS. NO INSTALLATION WILL BE ACCEPTABLE UNTIL LEAKAGE IS REDUCED TO WITHIN THE ALLOWABLE LIMITS AS CALCULATED BY THE ENGINEER. TESTING SHALL BE IN ACCORDANCE WITH AWWA C-600. 6. DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA C-600, AWWA BULLETIN C-601 AND STUDY GUIDE FOR WATER PLANT OPERATORS; CHAPTER VII. DISINFECTION SHALL ALSO SATISFY ALL UTILITY, HEALTH DEPARTMENT AND DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS. POTABLE WATER CROSS -CONNECTIONS 1. NO CROSS -CONNECTIONS TO POTABLE WATER SYSTEMS SHALL BE ALLOWED. THE PERMITTEE SHALL ESTABLISH AND SHALL OBTAIN DEPARTMENT APPROVAL FOR A CROSS -CONNECTION CONTROL AND INSPECTION PROGRAM, PURSUANT TO RULE 17-555.360. 2. RECLAIMED WATER SHALL NOT ENTER A DWELLING UNIT OR A BUILDING CONTAINING A DWELLING UNIT EXCEPT AS ALLOWED BY RULES 17-610,476. AND 17-610.477, F.A.C. 3. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET (CENTER TO CENTER) OR THREE FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. THE PROVISIONS OF RULE 17,604, F.A.C., ARE APPLICABLE TO CROSSINGS. 4. ALL RECLAIMED WATER VALVES AND OUTLETS SHALL BE APPROPRIATELY TAGGED OR LABELED TO WARN THE PUBLIC AND EMPLOYEES THAT THE WATER IS NOT INTENDED FOR DRINKING. ALL PIPING, PIPELINES, VALVES AND OUTLETS SHALL BE COLOR CODED, OR OTHERWISE MARKED, TO DIFFERENTIATE RECLAIMED WATER FROM DOMESTIC OR OTHER WATER. STANDARD SEPARATION STATEMENT FOR WATER/SEWER CONFLICTS 1. SANITARY SEWERS, SANITARY LATERALS, FORCE MAINS AND STORM SEWERS SHOULD CROSS UNDERWATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, SANITARY LATERALS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 188 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING, (DIP IS NOT REQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED, A MINIMUM VERTICAL. CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. 2. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A. SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES. ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 188 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. ALL DIP SHALL BE CLASS 50 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN ENGINEER. 4. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET (CENTER TO CENTER) OR THREE FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. A MINIMUM VERTICAL CLEARANCE OF 188 INCHES MUST BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND POTABLE WATER MAINS OR SEWAGE COLLECTION LINES, AT CROSSINGS PROVISIONS OF. FAC RULE 17-604 AND 10 STATES STANDARDS APPLY. GENERAL SPECIFICATIONS 1. ALL WATER MAIN CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH A.W.W.A. STANDARDS, LATEST REVISION. ALL WATER MAIN APPURTENANCES MUST FOLLOW THIS SAME SPECIFICATION. 2; ALL BACKFLOW PREVENTION DEVICES ARE TO BE IN ACCORDANCE WITH F.A,C. 17-555,360 AND A.W.W.A. MANUAL M14 "BACKFLOW PREVENTION AND CROSS CONNECTION CONTROL". 3. D.I.P. TO BE USED IN GRAVITY SEWER SHALL BE POLY LINED. 4. THE CLEANING OF PIPING SYSTEMS SHALL BE ACCOMPLISHED BY THE CONTROLLED AND PRESSURIZED PASSAGE THROUGH THE SYSTEM OF A SERIES OF HYDRAULIC OR PNEUMATIC POLYURETHANE PLUGS (POLY PIGS). THE POLY PIGS SHALL BE ENTERED INTO THE SYSTEM BY THE USE OF A PIG LAUNCHING ASSEMBLY. THE POLY PIGS SHALL BE REMOVED OR DISCHARGED FROM THE SYSTEM AT A POINT AS NEAR TO THE END OF THE SYSTEM AS IS LOGISTICALLY AND MECHANICALLY FEASIBLE. THE CONTRACTOR MUST DEMONSTRATE TO. THE SATISFACTION OF THE UTILITY THAT THIS WORK WILL BE PERFORMED BY EXPERIENCED AND KNOWLEDGEABLE PERSONNEL WHO HAVE PROPERLY, SAFELY AND EFFECTIVELY PROVIDED FOR THE CLEANING OF COMPARABLE SYSTEMS IN OTHER SIMILAR APPLICATIONS. NOTE: 1. THE SEWER MAIN, MANHOLES AND HOUSE SERVICE LATERALS SHALL BE SUBJECTED TO INFILTRATION TESTS AS DETERMINED BY. ST.LUCIE WEST UTILITIES AND SHALL COMPLY WITH 10 STATES STANDARDS. THE ALLOWABLE LEAKAGE SHALL NOT EXCEED 50 GALLONS/DAY/INCH OF DIAMETER/MILE FOR ALL TYPES OF PIPE. ALL LEAKS, HOWEVER, SHALL BE CORRECTED BY THE CONTRACTOR IN SPITE OF THE ALLOWABLE. 2. LAMPING TEST FOR DEFLECTION OF PIPES SHALL CONFORM TO 10 STATES STANDARDS. i ENGINEERS ® SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 M 772-462-2455 s, www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 m C m w y O z v aRi = Q N m / p w 0 0 z 0 0 AVG.TEST PRESSURE PIPE DIAMETER (INCHES) ,$1 PSI ;` Q lii 2 3 4 6 8 10 12 14 16 18 20 24. 30 11 O U. 200 0.21 0.32 0.43 0.64 0.85 1.06 1.28 1.48 1.70 1.91 2.12 2.55 3.19 11 W 150 0.19 0.28. 0.37 0.55 0.74 0.92 1.10 1.29 1.47 1.66 1.84 2.21 2.76 1EL.. J NOTES: IE W Q 1. TO OBTAIN THE RECOMMENDED ALLOWABLE LEAKAGE FOR PIPE WITH 20 FT. NOMINAL JE W LENGTHS, MULTIPLY THE LEAKAGE CALCULATED FROM THE TABLE BY 0,90. mV) IE 2. THE ALLOWABLE LEAKAGE FOR A PIPELINE IS CALCULATED BY MULTIPLYING THE J LEAKAGE PER HOUR AS OBTAINED FROM THE ABOVE TABLE, BY THE DURATION OF THE IL TEST IN HOURS, AND BY THE TOTAL LENGTH OF THE LINE BEING TESTED DIVIDED BY 1000. IL J IF THE LINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE U) LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE. Q ~ 3. CHART DEVELOPED FROM A.W.W.A. MANUAL. h = Z 4. MAXIMUM TEST LENGTH = 2500 FEET PER SECTION. O 0 5. THIS STANDARD SHALL REFLECT ANY REVISION OF A.W.W.A. C-600. IL LLI 6. STANDARD TEST PRESSURE = 150 P.S.I., TEST LENGTH = 2 HOURS IE 7. FORMULA BASIS: L = (S) x (D) x (P) 112 J 133,200 F- C9i WHERE L = ALLOWABLE LEAKAGE GALLONS PER HOUR ( ) L,._ it � =tit.. i1 _ _" 1 :-1cIC` S =LENGTH OF PIPE TESTED (FEET) D = DIAMETER OF PIPE (INCHES) 8227 P = TEST PRESSURE (P.S.I) uI HAM?SON, VOE(DATE) NOTE: 1. FLUSHING AND CHLORINATION OF THE SECTIONS OF THE MAIN WHICH HAVE BEEN SUCCESSFULLY 27�0 %��� PRESSURE TESTED SHALL BE PERFORMED TO MEET A.N.S.I./ A.W.W.A. C-108, LATEST REVISION. N 2. PRESSURE TESTING OF THE SECTIONS OF THE MAIN SHALL BE DONE IN ACCORDANCE WITH A.W.W.A. C-1 06, LATEST REVISION. II 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 i 'M 772-462-2455 0 0 z w y Z POST (OPTIONS: 2" x 4" OR OPTIONAL POST POSITIONS PRINCIPLE POST POSITION 24" MIN. DIA. WOOD; STEEL ¢ 2p° (CANTED 20° TOWARD FLOW) FILTER FABRIC (IN v 1.33 LBS/FT. MIN.) _� CONFORMANCE WITH SEC. 985 FDOT SPEC.) j LU r° FILTER FABRIC X O 'MAX. Z S T FLOW PLAT LIMITS 1 1b W FEET) 1 inch = 30 ft. - N oo F u / EX. CLEANOUT ry�r EX, in FM j- INV: 23.25 In NNO .287 ELEVATION SECTION EX.12"WM(TYR) - - �3 SURVEY NOTES: �y1z1nFM rv� 214.2 ti ELEVATIONS SHOWN HEREON ARE NOTE: SILT FENCE TO BE PAID FOR UNDER PAY ITEM 104-15AEROSION CONTROL MEASURES. RELATIVE TO THE NORTH AMERICAN /\ VERTICAL DATUM OF 1988 (N.A.V.D.88) EX. DMH-1 vdM ^ ° �, f! EX. 40N ^RETE WALL % / AND ARE GIVEN IN U.S. SURVEY FEET GRATE: 27.oi EX.8"zs WET E 'z'\P INSTALL SILT ;,li .r' i ry60 ry0 / UNLESS OTHERWISE NOTED. / INV: 21.50 TAP W/ 6" Gv FENCE (TYP). LEGEND +0' EXISTING SPOT ELEVATION EXISTING LIGHT POLE (TYP) EXISTING BRICK PAVERS EXISTING CONCRETE EXISTING ASPHALT DOUBLE STI DRAW RIGID OA STAKES UTILITY & PRIVATE DRAINAGE EASEMEMT P.B. 40, PG. 16, ST. LUCIE COUNTY PUBLIC RECORDS 0 EX. 12" FORCE MAIN (TYP) fl5n°°1�;, ;✓ EX 12-in WM \ EX. YO-5 /i RIM: 26.72 EX 12- % % .4„ :•/ / ,//` I i \\ INV: 24.27A / /� I lit+�} A �•'r,.'� oQ�g0 /�"/ \ PG 10'U.E: °i% r / 'tit+j4,lir,[i+{�k{i#j\r ;E +il� v9+1{, ..! .S ti •l \ „pRJ ,(,.. ���i4' ri/ C" M Y- t 77 EX. DETENTION ,dr 1 Ii+331 +51thl lj,E iI'I it , nlr,r/ i'.y e•y'S/ �. LTIMATE r ''\n m ° /i \\ `�° oz ro� c �ro ' \ / { �' OUTFACE Fi ° off,^ .`R. ' � w �. I � EX. CONTROL RIM: 27.00 STRUCTURE it / INV. 21.50 °w`S '!y °°gfi / \ RIM: 24.35 i y \ ery s/ EX. YD4 \ °w f,Z�o ° y • - - - �.. .`\ - \ EX. y WATER MANAGEMENT ryo RIM: 26.77 \�' ¢� ^ / / i' / / \ \ M.E.S. TRACT NO. 1 / w 161 INV:24.67 INV:22.50 01 P.B. 40, PG. 16, ST. LUCIE ®' k 'q ?� .rr /. j /ryd ./+'P\\�\� \ ��\\ i i •:4 /,�� !i -� COUNTY PUBLIC RECORDS •w�w'� ° ° y,3y,°?.y° / .,R^sq •\\ \ �� �\ T\� i /� .! \\ - DRAINAGE EASEMENT RECORDED IN / 424' a51° \4' ��\ $, \C;. 15 RCP e \ °•I OFFICIAL RECORDS BOOK 2922, PAGE 1035, we°W 00' / ,1 y 'X \/ �2 ST. LUCIE COUNTY RECORDS. 14' /' ia✓ �,�' \ \ /2 \ �� 1 / IRRIGATION EASEMENT RECORDED IN / w / // �✓ / - yy< s\ .� \ v� 1$\/J, f/� + { j OFFICIAL RECORDS BOOK 2922, PAGE /--/ // /q`.by '�•\���//^y EX. AC PADS 1025ST. LUCIE COUNTY RECORDS. ^ti\c3� °w'ni✓ /ay \i °od� Q'\ 0.f° /[/ \ �, 3. • /tip. EX. CLEANOUT EX. 6' PVC �/ A V O V _ ••� Tt < INV' 26.88 FENCE EX. B" WM' \' \l /� �i A �,� GRATE 25.82 10' U.E. / / y-RIM: 27.15\' ,10 INV 22,52 / O.S.T. NO. 4 w+0 g \ INV: 25.45 EXISTING 1 STORY BUILDING P.B. 40, PG. 16, ST. LUCIE ° ^ \ \ EX. AC 7,217 SF COUNTY PUBLIC RECORDS /ti°s PADS FEE: 27.75 NAVD to�\ ,•.� r/� f�f' .,\ ��. s'� PLAT \N?8s• Tl < LIMITS ° `ryy s a°' °a \ EX. CABLE BOX /: ` \''o of / .�' `i(• 1j,3' • ,� / \ °1ry • ►ri \ EX.Y0.2 �• \/\ �/ �. a^j 'v:. " �/ RIM: 27.43 \ '�' \'.%'"..,\\ / ti ' so. \' /.\ EX FDC U INV: 26.93 A \ �' °� / (ACCESSEASEMENT • / 0 R B 2922 PG 1014 ST LUCI4 COUNTY PUBLIC w h� w,°O \ it 1/ \ \ FIRE 5 ° RECORDS ° ti°a \ I FIRE LINE Ex 18RCP / 9 �r EX. YD_1 �y✓ °�o. '/ /• /4�\ \' `�\ \ m f RIM: 27.20 .INV: 25.90 // / l.: \ \ \ / ! 1 »•' / /ra .302 ° EX. AC PAD y ya/ ° /'. \ \\ ''. \ FX FIRE /., , \ '\ \ .,-r-" 1301 $' .°'a 4 /. \ EXISTING 1 STORY BUILDINGS/ j+• `\ •\ HYDRANT 6,1151 SF / / \�/. \ m / m'' FX,BOUi P : ,• / d• FFE`.2 .75 NAVD ® \ �oJ a\ \CX CONTROL \ J/ \ �l �{P X A /°IN1 'P F \V/\ ° �BP°\/ �d \ EX. MES-1 INV: 22.55 call INSTALL SILT / �\ 0"' FENCE (TYP) /' ' °v ° 352 §�.°':�°rJ �'•� ��"�,// / / %' EX FOUNTAIN \� ,. •� ��� o /. / I '� ° -�t y \ O EX. VAULT op, �\EX. SIGN -•y� �^ry> //. /' EX. CONCRETE HEADWALL i q �\ V •, � EX. FPL PAD � .: A A ice - �% •y$ • ti +// 6EX. ATT "' O G'_ I `\ VAULT � \c"\� el• / \.+� % t / EX. SIDEWALK EX. CONCRETE •'C « I / /�//� \ HEADWALL HEAVY DUTY a DRnINnOF \ t \ \\ REGRADE EX. DETENTION AREA±10,170 SF \\•, �. \ \ \..\\ EX. WALL K FILTER FABRIC NE 6r°S � � \' .334 ` \ \\ INSTALL SILT ° 77 4 S�„ I FENCE /// 3.0 MAINTENANCE \ PPC "7 \ i! �" \ EX. STORM 't' � � - � � E'ii!l�Ils?o- fSr'�t F �„':/ 3.a All structural and non-structural controls to be visually inspected and repaired INLET r '� /' •� /�+ ", �/ �, s i+� I,(55'?31:I�ii sj on a daily basis by the contractor. These controls are to remain in good and � `� s / 4 '>�'� � iifi�ff'� effective operating condition per the approved construction plans and per �\ \ • \ 303 �\ \ ° '�• N r EX. WALL �'% ////•yf . standard FOOT indexes, \ \ �-•�� � \ � /". s"' `. y / •� 4.0 INSPECTION RECOMMENDED TOE -IN r.. r Contractor is responsible for visually inspecting silt fences, perimeter berms, and at, NOTES: `� 1 , , '~ v •�-� s +' entrance/exit controls on a daily basis. A more thorough inspection of all structural 1. SILT FENCE SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRIOR TO THE START °'L \ �'-n-*.: ;* ., �// / ! ys, and non-structural controls shall occur at least every 7 days and within 24 hours of OF CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE. the end of a storm that is 0.50 inches or greater. 2. THE CONTRACTOR SHALL INSPECT AND REPAIR THE SILT FENCE AFTER EACH RAIN EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 3. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFFSITE AND CAN BE PERMANENTLY STABILIZED. 4. THE SILT FENCE SHALL BE PLACED ON SLOPE CONTOUR TO MAXIMIZE ITS PONDING EFFICIENCY. SILT FENCE DETAIL 5.0 NON-STORMWATER DISCHARGES None GENERAL NOTES EROSION CONTROL 1.0 SITE DESCRIPTION 1.a Nature of Construction Activities Development of a t3,397 sf building and drainage and utility infrastructure. 1.b Sequence of Major Soil Disturbing activities: The following sequence of major activities shall be followed unless the contractor can propose an alternative that is equal or exceeds the erosion and sediment control radices. described in this document,, and Is approved q ppp by the Engineer. The detailed sequence for the entire project can vary significantly from contractor to contractor. The contractor is responsible for providing a detailed sequence of construction for all construction activities. 1- Clearing and grubbing of site 2- Excavation general grading 3- Installation of underground utilities. 4- Finishing grading. 1 C Area Estimates Total site area: 33.20. Acres Total area to be disturbed: x0.45 Acres 1.d Estimate of drainage area size for each discharge point. Basin #1: 33.20 Acres 1.e. Latitude and longitude of each discharge point and identify the receiving water or MS4 for each discharge point: Basin #1 27' 21' 25" N 80° 22' 01" W 2.0 CONTROLS 2.a. Erosion and Sediment Controls Silt fencing shall be installed and maintained around the perimeter of the disturbed area of the project. Gravel shall be installed at the entrance/exit of the site to prevent track out. Paved roads shall be swept and kept clear of transported soils. Permanent perimeter berms shall be installed as part of the St. Lucie County Drainage Permit. All disturbed areas shall be sodded to prevent erosion and control wind-borne soil transport. Contractor shall have water trucks on -site for dust control, Filter Fabric shall be used to protect all inlets from Filtration. 2.a.1 Permanent and Temporary Stabilization Practices Contractor shall be responsible for having water truck on -site for temprorary stabilization during construction. All disturbed areas are to be sodded upon completion of grading. The contractor is responsible for documenting this portion of the SWPPP. 2.a.2 Structural Practices Site shall be initially graded to direct runoff to on -site master surface water management system. Sill screens are to be Installed and maintained around perimeter of site. No discharge from site permitted until certification of permitted surface water management system. TemporaryConstruct sill fence in accordance with FL Stormwater Erosion and Sedimentation Control Inspector's Manual A stabilized construction entrance and soil tracking prevention device shall be Installed in accordance with FL Stormwater Erosion and Sedimentation Control Inspector's Manual. A sediment basin Is to be installed as part of the soil tracking prevention plan. All sediment controls shall be in place prior to any soil disturbing activity upstream of the controls. 2.b Stormwater Management Upon certification of surface water management system; the dry detention will be permanent. Perimeter berms shall remain installed to prevent runoff from passing off -site prior to entering treatment facilities. 2.c.1 Waste Disposal Contractor shall be responsible for the proper disposal and storage of all debris, chemicals, litter, and sanitary waste per local, stale and federal guidelines. No discharges are allowed into surface water management system. 2C Other Controls 2.c.2 Offsite vehicle tracking Gravel to be installed at entrance/exit to minimize transport of soil off of site. Paved roads are to be swept daily. 2.c.3 Application rates of all fertilizers, herbicides and pesticides used. Any fertilizers, herbicides, and pesticides to be used shall be applied per methods and rates recommended by the manufacturers label which must be affixed to or printed directly on the container. 2.c.4 Storage, application, generation and migration of all toxic substances. Contractor is required to properly maintain all vehicles in good working order to prevent leakage. No toxic substances to be stored on site. aul r \ ENGINEERS O SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 10, M 772-462-2455 ,!I •R/ wwwedc-inc.com F. B. P. E. CERTIFICATE OF AUTHORIZATION 9935 L R. CERTIFICATE OF AUTHORIZATION $098 3 0 C' ❑ m c it s 0 W w W. W Z 3 Iw o ¢ N '� c � in v°x� g y w - �❑ W❑ ❑ N w Q 0 //' _O Q W 0 O 0. Z Q wa Q Z �® F_ W � O W LLi v/ IL J I- f) OF 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 lT 772462 2455 18-261 IN W r GENERAL NOTES 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT ION OF ANY EROSION OR SHOALING OF THE WATER QUALITY MANAGEMENT SYSTEM. 1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK NO FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 9. INLETS (425 / 430): INCLUDES THE LIST OF MATERIALS / INSTALLATION/ DEWATERING STABILIZATION / AS -BUILT SURVEYING / TESTING. 2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY AND ALL ALL STRUCTURES WILL REQUIRE THREE (3) COMPACTION TEST 3 AT DIFFERENT LOCATIONS AND UNDER STRUCTURES OR PER LOCAL OTHER CONCERNED UTILITIES AT LEAST FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS, APPROVING AUTHORITY, WHICHEVER IS MORE STRINGENT... 3. THE LOCATION A D SIZE F ALL EXISTING SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST HABLN S Z O S AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE 10.PIPE CULVERTS AND STORM SEWERS SHALL BE CONSTRUCTEE AND INSTALLED IN ACCORDANCE WITH SECTION 430 FDOT STANDARD RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANYAND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE I (.REINFORCED CONCRETE PIPE SHALL BE ASTM C-76 CLASS III IN ACCORDANCE WITH SECTION 430 OF THE FDOT STANDARD ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE CONTRACTOR SHALL BE SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. z 4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON THE JOB SITE AT ALL FILTER FABRIC (STORM PIPE JOINTS) (j TIMES WHEN WORK IS BEING PERFORMED. THE SUPERINTENDENT SHALL BE PRESENT AT THE PRE -CONSTRUCTION MEETING. THE ❑ CONTRACTOR SHALL NOTIFY THE OWNER BY LETTER, PRIOR TO THE PRE -CONSTRUCTION MEETING, APPOINTING THE SUPERINTENDENT THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS. CONSTI LUCTION SHALL BE. PER F.D.O.T. INDEX NO, 430-001 WITH WOVEN 0 FOR THIS PROJECT INCLUDING A FORMAL RESUME SHOWING QUALIFICATIONS. - GEOTEXTILE TYPE D-3 (F.D.O.T. SECTION 985), SECURED W/ STRA PING. ALL JOINTS SHALL BE WRAPPED FORA MINIMUM OF.188 INCHES FROM THE BAND OR JOINT OR BELL AND SPIGOT AS APPLICABLE. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE HIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND COMPONENTS 71 m TO INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE. BY SUBMITTAL OF A BID FOR THIS PROJECT, THE DEWATERING CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH RESPECT TO THE CONSTRUCTION � ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT. m - STORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL BE ID "IN THE DRY' UNLESS OTHERWISE APPROVED IN WRITING BY THE O UTILITY AND ENGINEER OF RECORD, THE CONTRACTOR, AT NO DI ECT COST TO THE OWNER, SHALL PERFORM ALL DEWATERING I=- 6. THE "TRENCH SAFETY ACT' SHALL BE INCORPORATED INTO THIS CONTRACT AS ENHANCED BY THE LEGISLATURE OF THE STATE OF ACTIVITY. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USIN ONE OR MORE OF THE FOLLOWING METHODS: SOCK DRAINS, WELL § FLORIDA TO BE IN EFFECT AS OF OCTOBER. 1, 1990. POINT SYSTEM, SUMP PUMPS OR OTHER METHOD(S) AS APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE UTILIZED IN m ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE EF =ICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE 7. AS -BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE (1) REPRODUCIBLE MYLAR COPY, FIFTEEN (15) BLACK LINE COPIES AND ONE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE THE H BOTTOM AND SIDES FIRM AND DRY. IF THE MATERIAL ENCOUNTERED I (1) DIGITAL FORMAT OF A CERTIFIED AS -BUILT SURVEY. DRAWINGS SHALL BEAR THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF AT TRENCH GRADE IS SUITABLE FOR THE PASSAGE OF WATER WI HOUT DESTROYING THE SIDES OR UTILITY FOUNDATION OF THE 0 THE SURVEYOR AND SHALL BE SUBMITTED AFTER THE COMPLETION OF CONSTRUCTION, BUT PRIOR TO FINAL APPROVAL. THE AS -BUILT TRENCH, SUMPS MAY BE PROVIDED AT INTERVALS AT THE SIDE O THE MAIN TRENCH EXCAVATION, WITH PUMPS USED TO LOWER THE 0. SURVEY SHALL BE PREPARED IN PLAN AND PROFILE FORMAT BY A LICENSED PROFESSIONAL LAND SURVEYOR REGISTERED IN THE WATER LEVEL BY TAKING THEIR SUCTION FROM SAID SUMPS. DIS HARGE FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER E STATE OF FLORIDA AND SHALL COMPLY NTH APPLICABLE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE AND CHAPTER 472 OF THAT IT WILL NOT INTERFERE WITH NORMAL DRAINAGE OF THE AF EA IN WHICH THE WORK IS BEING PERFORMED, CREATE A PUBLIC Li THE FLORIDA STATUES. THE DRAWINGS SHALL BE AT A SCALE COMPARABLE TO THE DESIGN DRAWINGS PREPARED BY THE ENGINEER NUISANCE OR FORM PONDING. ALL DISCHARGE SHALL BE IN ACCI IRDANCE WITH ANY SFWMD ISSUED PERMITS. THE OPERATIONS SHALL W AND SHALL REFERENCE THE BASE LINE OF SURVEY APPEARING ON THE ENGINEERING DRAWINGS. THE HORIZONTAL AND VERTICAL NOT CAUSE INJURY AN T C US NJU TO Y PORTION OF THE WORK COMPLETED T TH R IN PROGRESS OR O E SURFACE OF STREETS OR TO PRIVATE > - LOCATION OF THE ROADWAYS, DRAINAGE FACILITIES AND ALL APPURTENANCES SHALL BE ACCURATELY DEPICTED TO SCALE AND PROPERTY. THE ENGINEER OF RECORD AND. NECESSARY REGULJ TORYAGENCIES,.PRIOR TO CONSTRUCTION, SHALL APPROVE THE m SHALL BE IDENTIFIED RELATIVE TO THE BASE LINE AND TO READILY IDENTIFIABLE PERMANENT OR SEMI -PERMANENT REFERENCE PROPOSED DEWATERING METHOD(S) AND SCHEDULE. ADDITIONA LY, WHERE PRIVATE PROPERTY WILL BE INVOLVED, THE CONTRACTOR O POINTS EXISTING AFTER THE COMPLETION OF CONSTRUCTION. LOCATIONS SHALL BE SHOWN FOR ALL FITTINGS, VALVES, HYDRANTS, SHALL OBTAIN ADVANCE PERMISSION FROM THE PROPERTY OWN R. a MANHOLES, SAMPLE POINTS, AIR RELEASES, ETC., BOTH HORIZONTAL AND VERTICAL, AND THE LOCATION OF THE MAIN AT EACH O BASELINE STATION AS. SHOWN ON THE PLANS (100 FEET MAXIMUM) BOTH HORIZONTAL AND VERTICAL. UNDERGROUND FACILITIES (I.E., REFER TO GEOTECHNICAL REPORT BY ARDAMAN & ASSOCIATES, I qC. ON APRIL 27, 2017 FILE N0. 17-5427 DRAINAGE, GAS, ELECTRIC, TELEPHONE; ETC.) CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTAL AND VERTICAL i AND SHALL IDENTIFY SIZE, TYPE, FACILITY, MATERIAL AND CLEARANCE. ALL INFORMATION SHALL BE BASED UPON MEASUREMENTS AND ¢ OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY OR BY PERSONNEL UNDER HIS EMPLOYMENT, z DIRECTION AND SUPERVISION. THE COST FOR PREPARING AND MAINTAINING THE AS -BUILT PLANS SHALL BE INCIDENTAL. TO THE CONFLICTS H CONSTRUCTION COST. n IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING CONDITIONS AND TO LOCATE z 8. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK, INCLUDING A HIGHLIGHTED PLAN SHOWING THE ORDER STRUCTURES AND STORM PIPES ALONG THE PROPOSED STORM PIPE ALIGNMENT IN ORDER TO AVOID CONFLICTS. WHEREACTUAL OF CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES DURING CONSTRUCTION. THIS PLAN SHALL BE IN CONFLICTS ARE UNAVOIDABLE, WORK SHALL BE COORDINATED W TH THE FACILITY OWNER AND PERFORMED SO AS TO CAUSE AS LITTLE m ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OF TRAFFIC AND STAGING PLAN. INTERFERENCE AS POSSIBLE WITH THE SERVICE RENDERED BY T E FACILITY DISTURBED. ALL AFFECTED UTILITIES SHALL BE NOTIFIED < PRIOR TO EXCAVATION IN THEIR VICINITY. CONTRACTOR TO POTHOLE ALL CONFLICTS OF EXISTING UTILITIES AND PROPOSED w IMPROVEMENTS AT LEAST 10 DAYS PRIOR TO CONSTRUCTION TO CONFIRM CONFLICT RESOLUTION SHOWN ON THE PLANS. k 9. ALL CONSTRUCTION IS TO BE JN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, E OR THE LOCAL JURISDICTIONAL MUNICIPALITY, WHICHEVER IS MORE STRINGENT. SOD O10.ALL UNDERGROUND MUNICIPAL UTILITIES, FIBER OPTIC, TELEPHONE, FPL, LOCAL CABLE AND ALL OTHER LOCAL UTILITY COMPANY 5. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARDSPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE AND r LOCATIONS SHOWN ARE TAKEN FROM INFORMATION PROVIDED BY THAT UTILITY COMPANY. THESE LOCATIONS HAVE NOT BEEN FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KI D. ALL SODDED AREAS SHALL BE GRASSED AS SPECIFIED ON PLANS � VERIFIED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. THE AND SURVIVAL GUARANTEED FOR NINETY DAYS FROM DATE OF REPLACEMENT. SURVIVAL OF ALL RELOCATED TREES SHALL BE z CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH PUBLIC & PRIVATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND DELIVERY GUARANTEED FOR 1 YEAR AFTER TRANSPLANTING. 7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE SYSTEM MUST BE COMPLETED IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE ENTITY, FOUNDATION PREPARATION 8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER PUMP(S), WELL(S) OR I FILTER FABRIC AND ARTICULATED CONCRETE B 1. CONSTRUCTION METHODS. AREAS ON CH C CLOCK NIATRESARTARE BE PLACED FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR AN AVERAGE OF 1800,000 A T SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE SUBGRADE FOR THE ARTICULATED CONCRETE GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS TO BE OFF -SITE, THE CONTRACTOR MUST APPLY FOR AND OBTAIN A MATS SHALL FREE OF VOIDS PITS OR DEPRESSIONS AND SHALL BE PROOF -ROLLED O A MINIMUM OF % THE ASTM CONSUMPTIVE USE PERMIT 40C-2 FROM THE SFWMD. CONTRACTOR SHALL NOTIFY ENGINEER IF ADDITIONAL INFORMATION OR D-BLOCK IN IT D-898 DENSITY. VOIDS PITS OR DEPRESSIONS SHALL BE BROUGHT TO GRADE BY BACKFILLING IN ACCORDANCE WITH THE APPLICABLE S, H APPLICATION MATERIALS ARE NEEDED. PORTIONS OF THE PROJECT SPECIFICATIONS. ALL OBSTRUCTIONS, SUCH AS ROOTS AND PROJECTING STONES LARGER THAN 1 INCH REMAINING ON THE SURFACE,. SHALL BE REMOVED AND ALL OF THE SOFT OR LOW DENSITY POCKETS OF MATERIAL REMOVED MUST BE 9. WATER QUALITY MONITORING SHALL BE PERFORMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF ADJACENT CHANNELS FILLED WITH SELECTED MATERIAL AND COMPACTED TO A MINIMUM OF 110% OF THE ASTM D-698 DENSITY. SPECIAL CONSIDERATION MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF DISCHARGES. WHEN TURBIDITY EXCEEDS 29 NTU'S FOR BURIED OBSTRUCTIONS (I.E. STUMPS, DEBRIS. ETC.) WILL BE AS SHOWN ON THE DRAWINGS. ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET UPSTREAM OF DISCHARGES AND I OR 0 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF DISCHARGES, WORK MUST CEASE AND REMEDIAL MEASURES MUST BE PERFORMED TO 2 EXCAVATION AND PREPARATION FOR ANCHOR TRENCHES, SIDE TRENCHES, AND TOE TRENCHES OR APRONS SHALL BE DONE IN RETURN CONDITIONS TO ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE ENGINEER'S APPROVAL PRIOR TO RESTARTING ACCORDANCE TO THE LINES, GRADES AND DIMENSIONS SHOWN ON THE DRAWINGS. WORK. SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS. 3. INSPECTION AND APPROVAL. IMMEDIATELY PRIOR TO PLACING THE FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATTRESSES, 10. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT / FILL WILL BE RELOCATED THE PREPARED AREA SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AND APPROVAL OBTAINED BEFORE ANY FABRIC OR WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED, UNLESS APPROVED BY THE OWNER. MATTRESSES ARE PLACED THEREON. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT OF CONSTRUCTION, MAINTAIN SAID CONTROLS IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD, ASSURE THAT TURBID DISCHARGES FROM THE PROJECT 4, REFER TO GEOTECHNICAL REPORT BY ARDAMAN & ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED LIMITS STATED IN NOTE 9 AND REMOVE SAID CONTROLS AFTER COMPLETION OFCONSTRUCTION. EARTHWORK AND RELATED OPERATIONS 1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED. OPERATIONS, THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED INCLUDING THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BACKGROUND OF THE PERSON THAT THE CONTRACTOR WILL DESIGNATE AS THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND QUALIFICATIONS OF THE TESTING LABORATORY THAT WILL BE PERFORMING QUALITY CONTROL TESTING AND THE NAMES AND QUALIFICATIONS OF THE TESTING LABORATORY PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL TESTING. 2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE CERTIFIED BY A RECOGNIZED QUALIFYING AGENCY SUCH AS FDOT, CMEC OR AASHTO FOR THE TYPE OF WORK TO BE PERFORMED. 3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW ND APPROVAL PRIOR TO THE START OF ANY Q G O A EARTHWORK OR RELATED OPERATION, 4. UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS 5. IF THE EXISTING FILL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. COMPACTION 1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE REQUIRED DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE EXISTING STRUCTURE(S). 2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY. 3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. W OF PIPE, THE CONTRACTOR SHALL USE EXTREME CAUTION WITHIN THE VICINITY OF PUBLIC & PRIVATE UTILITY FACILITIES. THE 4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED, VIBRATORY PLATE COMPACTORS MAY CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE UTILITY REPRESENTATIVES DURING CONSTRUCTION IN THE VICINITY 6. SODDING SHALL CONSIST OF SITE PREPARATION, FURNISHING ND PLACING SOD, STAPLES AND FERTILIZER AND IRRIGATING AT THE BE USED. WHEN THIS CONDITION OCCURS THE OVERALL DENSIFICATION PROCEDURE MUST BE REVISED TO COMPLY WITH THE OF THEIR FACILITIES EVEN IF A PROFILE OF THE UTILITY FACILITIES IS PROVIDED IN THESE DRAWINGS. THE CONTRACTOR IS O RATES AND MANNER DESCRIBED IN THIS SPECIFICATION FORT E DESIGNATED AREAS - CAPABILITY OF THE EQUIPMENT EMPLOYED. IN GENERAL, SMALL PLATE COMPACTORS WILL BE EFFECTIVE TO A MAXIMUM DEPTH OF 6 ❑ RESPONSIBLE FOR CONTACTING THE PUBLIC &PRIVATE UTILITIES AND VERIFYING /OBTAINING THE LOCATION(S) OF THESE FACILITIES. TO 81NCHES D 11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION. IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHOULD NOTIFY: GEODETIC INFORMATION CENTER ATTN: MARK MAINTENANCE CENTER ATTN: M/CG - 162 6001 EXECUTIVE BOULEVARD ROCKVILLE, MD 20852 TELEPHONE: (301)443-8319 ST. LUCIE COUNTY SURVEYOR ATTN: ROD REED, PLS ENGINEERING DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982 TELEPHONE:(772) 462-1721 12. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION" PLANS ONLY. ANY PLANS NOT'APPROVED FOR CONSTRUCTION" SHALL BE CONSIDERED PRELIMINARY AND SHOULD NOT BE USED. FOR BIDDING OR CONSTRUCTION. 7. UNLESS NOTED OTHERWISE ON LANDSCAPE PLANS, SOD SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTAP INCHES) TO PROVIDE A DENSE STAND OF LIVE GRASS. TI FRESH, AND UNINJURED AT THE TIME OF PLANTING ANDf THE TIME IT IS DUG UNTIL PLANTING. 8. FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM. FE SUITABLE FOR APPLICATION WITH STANDARD EQUIPMENT. TH EFFECT ON THE DATE OF IT BEING PLACED AND SHALL BE DELI EACH FULLY LABELED AND BEARING THE NAME, TRADEMARK, I AVAILABLE PLANT FOOD ANALYSIS OF 18-0-10 OR EQUIVALENT OF SOIL. FERTILIZER SHALL BE APPLIED AT THE RATE OF 1 POi FERTILIZERS MUST BE AT LEAST 50% SLOW RELEASE NITROGE AND VERIFIED AS PHOSPHORUS DEFICIENT BY THE OF-IFAS EX ACCORDANCE WITH COUNTY AND/OR CITY STANDARDS. BE ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH BY INCH THE SOD SHALL BE SUFFICIENTLY THICK (MINIMUM THICKNESS OF 2 5. REFER TO GEOTECHNICAL REPORT BY ARDAMAN & ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 SHALL HAVE BEEN GROWN ON MINERAL SOIL. SOD SHALL BE LIVE, IE PROTECTED FROM DRYING OUT BY SHADING AND WATERING FROM SOIL RECOMMENDATION AND REQUIREMENTS 1. STRIPPING AND GRUBBING: TILIZER SHALL BE UNIFORM IN COMPOSITION, FREE -FLOWING AND DURING THE GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN % INCH, OR SMALL ROOTS IN A DENSE STATE, SHOULD BE FERTILIZER SHALL CONFORM TO THE FLORIDA FERTILIZER LAWS IN GRUBBED AND COMPLETELY REMOVED. -RED IN BAGS, BOTTLES, DRUMS, OR OTHER CONVENIENT CONTAINERS, PROOF -ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE SURFACE OR IALYSIS, AND WARRANTY OF THE PRODUCT. FERTILIZER SHALL HAVE AN LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE FOR THE ADDITION OF THE 'ANT FOOD VALUE AND SHALL BE MIXED WITH THE TOP 3 TO 4 INCHES FILL SOILS (AS REQUIRED). ONE COVERAGE CONSISTS OF PARALLEL PASSES OF THE VIBRATORY ROLLER TRAVELING AT "WALKING JD PER 1,000 SQ. FT NOT TO EXCEED 2-4 LBS. PER YEAR. ALL SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30%TO INSURE COMPLETE COVERAGE. SUBSEQUENT COVERAGES AND CONTAIN NO PHOSPHORUS UNLESS THE SITE HAS BEEN TESTED SHOULD BE CONDCC7-D IN A DIRECTION PERPENDICULAR TO THE PRECEDING COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" ENSION OFFICE. ALL FERTILIZER APPLICATION SHALL BE IN REMOVE ALL DELETERIOUS MATERIAL AND REPLACE WITH A CLEAN, COMPACTED SAND BACKFILL. THE PROOF ROLLING SHOULD PRODUCE A DENSITY EQUIVALENT TO 95% OF THE MODIFIED PROCTOR (ASTM D-1557)MAXIMUM DRY DENSITY VALUE FOR A DEPTH OF 2 .FEET IN THE BUILDING AREA. ADDITIONAL PASSES MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED. 9. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 & STEEPER SH LL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE, AND BENT 2. FILL REPLACEMENTS: FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A'U' TH A 1 INCH WIDTH AT THE CROWN. COST OF STAPLES SHALL BE .WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE. THE FILL AT INCIDENTAL TO THE SOD UNIT PRICE. GRADE SHOULD EXTEND A MINIMUM OF FIVE FEET (5') BEYOND THE STRUCTURE OUTLINE. -FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED 12 INCHES 10. WATER USED FOR IRRIGATION MAYBE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS AND HARMFUL LOOSE MEASURE AND COMPACTED AS OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO OBTAIN A MINIMUM CHEMICALS, ACIDS, ALKALIES, OR ANY SUBSTANCE, WHICH IS H kRMFUL TO PLANT GROWTH.. OF 118% OF THE MODIFIED PROCTOR (ASTM D-1657) MAXIMUM VALUE. 13.SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. 11. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK, WOODY MA rERIAL, AND OTHER OBSTRUCTIONS THAT WILL INTERFERE WITH 3. EXCAVATION AND BACKFILLING: 14. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE (6) BUSINESS DAYS TO REVIEW SHOP DRAW(NGS SODDING SHALL BE REMOVED AND THE AREA SHALL BE REASO ABLY SMOOTH AND UNIFORM. LIME AND FERTILIZER WILL BE APPLIED IN AFTER RECEIPT. ADDITIONAL TIME MAY BE REQUIRED IF LOCAL GOVERNMENT OR MUNICIPALITIES REQUIRE AN INTERNAL REVIEW AND THE SAME QUANTITY AND MANNER AS SPECIFIED BY THE MANUFACTURER. WHERECOMPAEXCAVATION ,WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED DEPARTMENT SUFFICIENT EC FIED DE APPROVAL PROCESS. EFFORT MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A MINIMUM THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE, 12. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WIT H SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED TIGHT TO PREVENT BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED 15 INCHES 15. CONCRETE SHALL BE CLASS I- 3,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. REINFORCING SHALL BE VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL B E ROLLED OR TAMPED TO. INSURE SOLID CONTACT OF ROOT MAT TO SOIL LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO EACH LAYER TO OBTAIN A MINIMUM OF 115% OF THE GRADE 80 DEFORMED STEEL BARS IN ACCORDANCE ASTM A�15. SURFACE. THE SOD SHALL BE SECURELY ANCHORED TO THE IL BY PINNING WITH STAPLES OR WOODEN PEGS WHEN PLACED ON MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH LAYER BACKFILL SHOULD D STEEPER. COST OF STAPLES AND PEGS SHALL E INCIDENTAL TO THE SOD UNIT PRICE. PIN OR PEG EACH SEPARATE A 0 COMPACTED WITH ASELF-PROPELLED STEEL DRUM VIBRATORY ROLLER HAVING A MINIMUM TOTAL APPLIED FORCE OF 180 TONS. PIECE Of SOD PLACED OR EVERY 3 FEET ALONG EACH CONTINt PIECES JOUS STRIP OF SOD. 16. CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, TREES AND UTILITIES NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED BY CONSTRUCTION ACTIVITY TO MEET SOIL EROSION PLAN 4. FOOTING EXCAVATION: ALL APPLICABLE CURRENT CODES. ANY REPAIRED / REPLACED ITEMS ARE SUBJECT TO REVIEW AND APPROVAL BY APPLICABLE LOCAL SEE SOILS LABORATORY RECOMMENDATIONS. JURISDICTIONAL AGENCY. 1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE CONTRACTOR 5. GROUNDWATER: SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLU ION OR EROSION. THE COST OF POLLUTION AND EROSION CONTROL • HEAVY RAINFALL AND / A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE EARTHWORK 17. ALL PROPOSED UTILITY MATERIALS, CONSTRUCTION METHODS, TESTING AND DISINFECTION SHALL CONFORM TO THE REQUIREMENTS SHALL BE INCIDENTAL TO THE COST OF THE CONSTRUCTION. - OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED SPECIFIED, AN EXCAVATION Of OF THE CURRENT LOCAL UTILITY COMPANY STANDARDS AND AWWA CURRENT STANDARD, IT SHALL BE THE RESPONSIBILITY OF THE THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE SPECIFICATIONS REVISED ACCORDINGLY. CONTRACTOR TO OBTAIN AND UTILIZE A CURRENT COPY OF THE LOCAL REGULATING UTILITY COMPANY STANDARDS AND ENSURE ALL 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN GENERAL, THE SOIL CONSTRUCTION IS IN ACCORDANCE WITH THEIR STANDARDS. ANY CONFLICT WITH THE CONSTRUCTION DRAWINGS AND THE LOCAL EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON -SITE SC ILS WILL REMAIN ON -SITE AND WILL NOT ERODE INTO THE ADJACENT UTILITY COMPANY SHALL BE RESOLVED UTILIZING THE MOST STRINGENT DIRECTIONS. ROADSIDE SWALES, ADJACENT PROPERTIES OR RETENTION DII CHES, ALL EXISTING SWALES SHALL REMAIN SODDED DURING 6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS: CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY AS S ECESSARY TO CONSTRUCT THE PROJECT. THE CONTRACTOR SHALL -ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE TO AID THE SCARIFY AREAS TO PLACE VARIOUS PIPE WORK AFTER PLACE ENT OF THE PIPE THESE TRENCHES SHALL BE BACKFILLED AND CONTRACTOR, USE FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S. STANDARDS NO. 200 SIEVE SIZE. 18. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT THAT CONTROL POINT IS DISTURBED OR DESTROYED, THE POINT SHALL BE RE-ESTABLISHED BY A FLORIDA REGISTERED LAND SURVEYOR. THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY / COUNTY ENGINEER AT THE EXPENSE OF THE CONTRACTOR. 19, THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING ANY WORK. THE VIDEO RECORD SHALL INCLUDE ALL ROADWAY, DRAINAGE AND UTILITIES POINTS OF CONNECTION AND SHALL EXTEND A MINIMUM OF 1800 FEET BEYOND THE WORK LIMITS TO DOCUMENT THE EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO VIDEO DOCUMENT ALL HAUL ROUTES NEEDED FOR THE OFF -SITE MOVEMENT OF EARTHWORK. COPIES OF THE VIDEO RECORD SHALL BE PROVIDED TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO SUBMITTAL OF THE FIRST PAY REQUEST, IF DAMAGE TO EXISTING INFRASTRUCTURE IS RECOGNIZED DURING THE COURSE OF THE PROJECT AND CANNOT BE IDENTIFIED AS A PRE -CONSTRUCTION CONDITION ON THE VIDEO RECORD, THE CONTRACTOR MAY BE REQUIRED TO MAKE PROPER REPAIRS. 20.THE CONTRACTOR SHALL VIDEO TAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES / BUSINESSES IN THE PROJECT AREA. STORM SEWER NOTES 1. STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE PER FDEP REQUIREMENTS, PROVISIONS OF F.A.C. RULE 62.604 AND TEN STATES STANDARD OR LOCAL MUNICIPALITIES, WHICHEVER IS MORE STRINGENT. 2. ALL DISTURBED OUTFALL DRAINAGE AREAS SHALL BE SODDED UPON COMPLETION OF GRADING AFTER AS -BUILT GRADE ELEVATIONS ARE APPROVED BY THE ENGINEER. & PRIOR TO FINAL PAYMENT FOR RETENTION, DETENTION AND DRAINAGE DITCH QUANTITIES, ALL SLOPES AND SWALES SHALL BE SODDED TO AVOID EROSION. 4. THERE IS TO BE NO OFF -SITE HAULING WITHOUT PRIOR APPROVAL AND ALL EXCAVATED MATERIAL SHALL BE USED ON -SITE. COORDINATION WITH THE OWNER IS REQUIRED FOR THE REMOVAL OF ANY UNSUITABLE MATERIALS. 5. THE CONTRACTOR SHALL CONSTRUCT THE STORMWATER MANAGEMENT SYSTEM IN A MANNER SO AS TO MINIMIZE ANY ADVERSE IMPACTS OF THE WORKS ON FISH, WILDLIFE, NATURAL ENVIRONMENTAL VALUES AND WATER QUALITY ON OR OFF -SITE. THE CONTRACTOR SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING AND SEDIMENTATION IN THE RECEIVING WATERS, 6. WITHIN THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM, THE CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER TO PROVIDE A WRITTEN STATEMENT OF COMPLETION AND CERTIFICATION BY A FLORIDA PROFESSIONAL ENGINEER.. THESE STATEMENTS MUST SPECIFY THE ACTUAL DATE OF CONSTRUCTION COMPLETION AND MUST CERTIFY THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. THE CONSTRUCTION COMPLETION CERTIFICATION MUST INCLUDE, AT MINIMUM EXISTING ELEVATIONS, LOCATIONS AND DIMENSIONS OF THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES. ADDITIONALLY, IF DEVIATIONS FROM THE APPROVED DRAWINGS ARE DISCOVERED DURING THE CERTIFICATION PROCESS, THE CERTIFICATION MUST BE ACCOMPANIED BY A COPY OF THE APPROVED PERMIT DRAWINGS WITH DEVIATIONS NOTED. SEE ALSO AS -BUILT REQUIREMENTS. 7. A STABLE PERMANENT AND ACCESSIBLE ELEVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED (100) FEET OF ALL PERMITTED DISCHARGE STRUCTURES NO LATER THAN THE SUBMISSION OF THE CERTIFICATION TO THE WATER MANAGEMENT DISTRICT. THE LOCATION OF THE ELEVATION REFERENCE MUST BE NOTED ON OR WITHIN THE CERTIFICATION REPORT. COMPACTED TO 98% MODIFIED PROCTOR AASHTO T-180. PRIG TO DISCHARGE FROM THE SITE, SILTATION BARRIERS SHALL BE WITH PROPER MOISTURE CONTROL, THESE SOILS SHOULD DENSIFY USING VIBRATORY COMPACTION METHODS. SOILS WITH MORE UTILIZED AS PER FL STORMWATER EROSION & SEDIMENTATION CONTROL INSPECTOR'S MANUAL. THE DRAINAGE WHICH OUTFALLS TO THAN 12% PASSING THE NO. 200 SIEVE WILL BE MORE DIFFICULT TO COMPACT. - THE RETENTION AREAS SHALL BE STABILIZED AND SODDED IMh EDIATELY UPON COMPLETION OF CONSTRUCTION, ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE SWALES OR RETE 4TION SWALES SHALL BE. STAKED WITH SILTATION FENCES AS PER FL 7. ALL IMPORTED FILL SHALL HAVE RADIUM 226 CONTENT LESS THAN 1.0 PC[ PER GRAM. STORMWATER EROSION & SEDIMENTATION CONTROL INSPECTOR'S MANUAL TO AVOID FILLING THESE AREAS. UPON COMPLETION OF - THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROS ON. CONTRACTOR IS REQUIRED TO COMPLY WITH ALL STATE WATER 8. REFER TO GEOTECHNICAL REPORT BY ARDAMAN & ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 FOR SOIL RECOMMENDATION QUALITY CRITERIA. SPECIFICALLY, NO OFF -SITE DISCHARGES V ALL BE ALLOWED WHICH EXCEED THE STATE TURBIDITY CRITERIA. AND REQUIREMENTS. WATER QUALITY NOTES EXCAVATION FOR STRUCTURES AND PIPES 1. THE CONTRACTOR MUST MAINTAIN A COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE WATER PERMIT, COMPLETE 1, EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN ACCORDANCE WITH WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT IV ODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE SECTIONS 125 AND OTHER. APPLICABLE SECTIONS OF THE F. D.O.T. STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON RE UEST BY DISTRICT. REPRESENTATIVES. THE CONTRACTOR SHALL CONSTRUCTION (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS, REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT OF THE ACTIVITY AUTHORIZED BY THE PERMIT. 2. REMOVAL OF UNSUITABLE, ORGANIC OR PLASTIC MATERIAL SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE AND SHALL BE 2. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS APPROVED BY INCIDENTAL TO OTHER WORK LOCAL SURFACE WATER PERMIT, ANY DEVIATION FROM THE PE RMITTED ACTIVITY AND THE CONDITIONS FOR UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT. PRIOR TO ANY WORK COVERED BYA PERMIT FROM SOUTH FLORIDA 3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL SEAS DIRECTED BY THE GEOTECHNICAL ENGINEER UNLESS OTHERWISE WATER MANAGEMENT DISTRICT (SFWMD), A NOTICE OF CONSTRUCTION COMMENCEMENT (FORM 0960) MUST BE SUBMITTED TO SFWMD SHOWN ON THE PLANS. BY THE PERMITTEE OR AUTHORIZED AGENT. 4. REFER TO GEOTECHNICAL REPORT BY ARDAMAN & ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAR, UPON PROPER IDENTIFICATION, MUST BE GRANTED PERMISSION TO ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE CONFC RMITY WITH THE PLANS AND SPECIFICATIONS APPROVED BY THE PERMIT. 4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SH LL IMPLEMENTAND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO RE AIN SEDIMENT ON -SITE AND TO PREVENT VIOLATIONS OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDAN E WITH THE GUIDELINES AND SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LA ID AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1968), WHICH ARE HEREBY INC RPORATED BY REFERENCE, UNLESS A PROJECTS SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED AS PART OF THE FWMD PERMIT, IN WHICH CASE THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE'S SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CO TROL SEDIMENT, BEYOND THOSE SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALL IMPLEMEI TADDITIONAL BEST MANAGEMENT PRACTICES AS NECESSARY, IN ACCORDANCE WITH THE SPECIFICATIONS IN CHAPTER 6 OF THI FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE. TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TOT E WATER RESOURCES AT NO ADDITIONAL COST TO OWNER. 5. WITHIN 30 DAYS AFTER COMPLETION OF THE STORMWATER SYSTEM. THE CONTRACTOR MUST ASSIST IN SUBMITTING TO THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN-45 (AS -BUILT CERTIFICATION BY A REGISTERED PROFESSIONAL), SIGNED AND SEALED BY AN APPROPRIATE PROFESSIONAL REGISTERED IN THE STATE OF FLORIDA AND TWO SETS OF AS -BUILT DRAWINGS WHEN, A) REQUIRED BY ASPECIAL CONDIT ION OF THIS PERMIT; B) THE PROFESSIONAL USES AS -BUILT DRAWINGS TO SUPPORT THE AS -BUILT CERTIFICATION; OR C) WHEN THE COMPLETED SYSTEM SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS. THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF THAT THE SYSTEM IS READY FOR INSPECTION AND APPROVAL. 6. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION A D SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE.CONSTRUCTIO ACTIVITIES HAVE TEMPORARY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION CTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. PIPE AND STRUCTURE BACKFILL 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF THE PROJECT PLANS AND SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE BACKFILL MATERIAL SHALL BE LIMITED TO MATERIAL CLASSIFIED AS A-1, A-3 AND A-24 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. SECTION 125 REQUIREMENTS. 2. IF THE BACKFILL MATERIAL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE CONTENT SHALL BE 2 PERCENTA13OVE THE OPTIMUM MOISTURE CONTENT. 3. REFER TO GEOTECHNICAL REPORT BY ARDAMAN & ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 CLEAN-UP 1. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE / REPAIR ALL DRIVEWAYS, SIDEWALKS, UTILITIES, LANDSCAPING, IRRIGATION SYSTEMS, ETC., AFFECTED BY CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION OPERATIONS. 3. FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE CONTRACTOR 15 REFERRED TO THE "AGREEMENT BETWEEN OWNER AND CONTRACTOR". 4. UNLESS OTHERWISE SPECIFIED OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO PRE -CONSTRUCTION CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR LOCAL APPROVING AUTHORITY. 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER. TOLL FREE 1-(800) 4324770 PAVEMENT MARKING AND SIGNAGE 1. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED TRAFFIC STRIPES AND MARKINGS, COMPLETE WITH REFLECTIVE GLASS SPHERES, SHALL CONFORM TO THE REQUIREMENTS. OF SECTION 710 AND 711, FOOT SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS SHOWN ON THE PLANS. IN THE EVENT THAT BRICK PAVERS ARE UTILIZED IN AN AREA PLANNED FOR STRIPING COLORED BRICKS SHALL BE USED IN LIEU OF PAINT. 2. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALSAND LABOR NEEDED, INCLUDING ALL SUPPORTING ELEMENTS, TO INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO SECTION 700, FDOT SPECIFICATIONS. STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER FDOT STANDARDS, LOCALCOUNTY/CITY STANDARD AND. THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. IF THE PROJECT IS WITHIN.A COMMUNITY DEVELOPMENT DISTRICT (OR THE LIKE) WITH SEPARATE SIGNAGE REQUIREMENTS, SUCH AS ARCHITECTRUAL POSTS OR SIGN BODIES, ETC.. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE REQUIREMENTS AND PROVIDE SIGNS MEETING THESE REQUIREMENTS. AT NO TIME SHALL ANY SIGNS NOT MEET THE SAFETY REQUIREMENTS SET FORTH BY FDOT; PAVEMENTIMPROVEMENTS: THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE ITEMS OF WORK FOR PAVING IMPROVEMENTS UNDER THIS SECTION AT THE LOCATIONS AND TO THE EXTENT SHOWN ON THE PLANS, PAVEMENT RESTORATION SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS, AND IN ACCORDANCE WITH THESE SPECIFICATIONS, AND FDOT A. STABILIZED SUBGRADE SHALL HAVE A MINIMUM FBV RATIO OF 75, AND MINIMUM DENSITIES SHALL BE 98% OF MAXIMUM AS DETERMINED BY THE AASHTO T-180 METHOD C. MATERIALS AND CONSTRUCTION METHODS SHALL BE FURNISHED BY THE CONTRACTOR, AND CONFORM TO SECTION 160, FDOT SPECIFICATIONS FOR TYPE C STABILIZATION AND PAID FOR AS PART OF THE WORK UNDER THIS SECTION. COMPACTED SUBGRADE WITHIN THE LIMITS SHOWN FOR THE PROPOSED PAVEMENT SHALL BE 12 INCHES IN THICKNESS. STABILIZED SUBGRADE SHALL EXTEND 61NCHES BEYOND THE EDGE OF THE BASE COURSE. B. BASE COURSE SHALL BE LIME ROCK OR COQUINA, AS SHOWN ON THE PLANS. AFTER COMPACTION, THE BASE SHALL HAVE A DENSITY THAT IS 98% OF MAXIMUM AS DETERMINED BY THE AASHTO T-180 METHOD. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM. TO SECTION 200 OR 250, FDOT SPECIFICATIONS, WHICHEVER IS APPLICABLE FOR THE BASE MATERIAL USED. THE BASE COURSE UNDER THE ROADWAY SHALL BE INSTALLED AS SHOWN ON THE PLANS, THICKNESSES INDICATED IN THE ROAD SECTIONS ARE TO BE MET AFTER COMPACTION. C. ASPHALT SHALL BE FDOT TYPE 5-1 OR S-III ASPHALTIC CONCRETE SURFACE COURSE AND SHALL BE INSTALLED AS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 300, 320, AND 330, FOOT SPECIFICATIONS, INCLUDING THE PRIME AND TACK COATS. ASPHALTIC CONCRETE SHALL HAVE A MINIMUM MARTIAL STABILITY OF 1500. D. REFER TO GEOTECHNICAL REPORT BY ARDAMAN & ASSOCIATES, INC. ON APRIL 27, 2017 FILE NO. 17-5427 PAVEMENT NOTES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE INDEPENDENT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND RETESTING NECESSARY TO ASSURE THE WORK HAS BEEN PERFORMED TO STRICT COMPLIANCE WITH THE SPECIFICATIONS. COST FOR THE INITIAL TESTING SHALL BE BORNE BY THE OWNER. ANY RETESTS REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR. MINIMUM TESTING DETERMINATION FOR ALL ITEMS OF WORK UNDER PAVING AREA SHALL BE AS FOLLOWS: FLORIDA SOIL OEM BEARING VALUE DENSITY 77-IICKNESS SUBGRADE 500* 500* TOO* CONCRETE --- --- 200* "=MAXIMUM SPACING SHOWN IN FEET. ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12 INCHES INSIDE THE FIRST EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE ITEM TESTED. ADDITIONAL TESTS MAY BE REQUIRED FOR THE DRIVEWAY CONSTRUCTION OR AT MORE FREQUENT INTERVALS AS DEEMED NECESSARY BY THE ENGINEER. 0 SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE,. FL 34987 2!� 772-462-2455 '10 w .edc-inc.com F.B.P.E. CERTIFICATE OFAUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 m C z 3 , 0 w rn m c c W 5a 0 W rn s. Y 11 O m¢ ¢ 9 a, 0 NN �❑ ❑ 0 N LL Q O N w W z U U) W J ��Q V/� � ¢ 0^ a. \\111111//// V/ 0 I Z 7 O 0 W V J H IY T i � 70,'a : - &31-/ S(DATE ) U82"SO>�P 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 2? 772-462-2455 i • O N (V O S cOV U r1p 1( U 6 U 1?t6w E S E 1?460 V 1?1660 A C Z 'y C U � u o m V 0 4� U C O O co E Iq 00 NILT T) 1 TNr E qqvv IR I IL I C N OW N V^ 15 0 UI V IJIUN UNr - UrNMAL KrUUIKCMrN IJ 2-3 Fill and Compaction - Provide clean well -graded sand placed in maximum • 3 Interpretation of Plans The Architects services does not include supervision 12 lifts compacted to 95% of modified proctor maximum dry density, ASTM d-1557 1-1 Inter 3 p p at optimurn moisture content. Compaction is to be verified by an independenta of construction. The Architect divest himself of the responsibility of the work, errors Drawinq index: Code Data, OFFICE of emissions resulting from the interpretation of the plans. If the Contractor believes testing laboratory and reported to the Owner. G LL he has discovered errors or omissions in the plans the Contractor shall notify the 2-4 Soil Bearing - Foundations are designed at assumed soil bearing value of Architect in writing for clarification before continuing work. 2500 pounds per square foot. Provide soil bearing capacity report from soil 1 2 Applicable Standards -All work under this Contract, or Sub -contracts shall engineer. Follow ground preparation as directed in the report. If such bearing NEW BUILDING 3310 SQ FT Tl - Title Sheet o conform to recent editions of local, state and national codes, ordinances and values cannot be developed in the soil under the building, the Contractor is to a notify the Architect in writing. The Architect will, as an addition to his contract, OCCUPANCY CLASSIFICATION: BUSINESS ( B) regulations pertaining to the work, FBC., A.C.I., A.N.S.I., A.S.T.M„ O.S.H.A., etc. provide a revised foundation design based on conditions reported on -site in the A] - Floor Plan L o testing engineer's report. TYPE OF CONSTRUCTION: TYPE IIIB 1-3 Scope of Work - Contractor shall furnish or provide for all items, articles, ry QQ r materials, operations or methods listed, mentioned or scheduled on drawings and/ 2 5 Soil Treatment Treat compacted soil with an a A2 - Elevations - East Oc West ° or herein specified, including all labor, materials, equipment, and incidentals approved termite treatment atFIRE SPRINKLE SYSTEM: NO necessary and required to perform and complete work as shown in drawings and/ rates specified by manufacturer. Treatment shall not be made when ground is /� QQ or herein specified or as required for a completed project. excessively wet or directly after heavy rains. A3 - Elevations - North & South NUMBER OF BUILDING STORIES: 1 t ° a U 0 1-4 The drawings were design er FBC 2017 2-6 Site Grading and Drainage - All drainage must be kept on site and directed • Wind Pressures designed for Enclosed Structure to the street or river. See site and landscape plans for details. A4 — Building Section BUSINESS FL AREA : 3310 SQ FT o _J • Basic Wind Speed'- 165 mph - 3 second gust 2-7 Walks and Drives - Provide drives and walks as indicated on site plan. COVERED ENTRY AREA: 305 SQ FT N • Risk category - II A5 - Store Front Elevation } Construction method and finishes shall be directed by the landscape Architect or • Wind Exposure -G TOTAL FL AREA: 3615 SQ FT L Civil engineer. 0 1-5 Verifying Conditions - Before commencing work, Contractor shall verify 2-9 Sewer and water - Provide sewer and water connection as required by A 6 - Wall Sections CL measurements and conditions at building site. Any differences between actual Health Department and utility supplier as approved by code. See MEP drawings. OCCUPANCY CAPACITY: B 33 measurements and those shown on drawings shall be, submitted to the Architect in ry _ writing before proceeding. 2-10 Patching -All patching work of existing materials to remain the quality of the A - Foundation Plan 1-6 Permits - Contractor to provide all permits and fees as required from surrounding material as needed to complete and finish the work without notice of A8 -Roof Framing Plan government agencies. changed area. 1-7 Surveying - Owner to provide original survey and sewer application. 2-11 Demolition -Conduct demolition operations and removal of debris to ensure A 9 - Bathroom Plan / Elevations Contractor to provide all surveying as required during construction and shall verify minimum interference with roads, streets, walks, and other adjacent occupied or all set backs and elevations. used facilities. Do not close or obstruct streets, walks, or other occupied or used •� facilities without permission from authorities having jurisdiction. Ensure safe passage A] 0 - Reflected Ceiling Plan 1-8 Coordination -Contractor to provide for all coordination required between of persons around site. Conduct operations to prevent injury to adjacent buildings, MAX. TRAVEL DISTANCE: sub -contractors and prime contract. All chases, cutting, patching, etc. as required structures, other facilities, and persons. Provide interior and exterior shoring, bracing A 1 1 - Details (300 FEET) 88FT to be coordinated by Contractor. All patching shall be done to the satisfaction of or support to prevent movement, settlement or collapse of items to be demolished the Owner. and adjacent items to remain. PLUMBING FIXT REQ : 2-12 Disposal - Remove from site all debris, rubbish, and other materials resulting ( 1 PER 25 EACH SEX) W 1 1-9 Job -site - Contractor to maintain a neat and orderly job -site. Individual sub- from demolition operations as they are removed. contractors to clean up after completion of their work. Final clean-up inclusive of EO. l - Electrical Specs Z all finishes polished without dirt, grime, prints, mold, bugs, etc... for absolute clean DIVISION THREE - CONCRETE before owner move -in to be provided by Contractor and approved by owner. NUMBER OF EXITS REQ : > 1-10 Workmanship -All work executed at job -site to be performed in a first-class 3-1 Concrete - Structural concrete shall develop a minimum strength of 3000 psi E2. 1 - Lighting Plan 2 } j and workmanlike manner in accordance with latest accepted standards and at 28 days. All concrete shall be ready mixed and in accordance with ASTM C-94. practice for trades involved. Only workmen experienced in a work type to be Maximum allowable slump ut be 5r All slabs to be 3000 psi at It days. Water shall E3. 1 - Power Plan a m LO not be added on site without record and compression test of altered mix. ' performed will be allowed to work. PLUMBING FIXTURE MENS WOMENS j N 1-11 Change Orders Changes in work to be accomplished or materials to be 3-2 Scope - Provide all structural concrete, filled cells, slabs, beams, footings, E5.1 - Main Electrical Riser Diagram furnished shall be done by owner approved. equipment pads, drives, walks, etc. as shown on drawings or as needed to Q� 0 complete job. MOl -Mechanical Specs OCCUPANCY i �, J 1-12 Temporary Facilities -Contractor to provide for temporary water, power and TOTAL 63 CZ } 3-3 Reinforcement - reinforcing bars shall conform to ASTM specification A615. sanitary facilities as required by work. latest edition, including supplemental requirements and shall be grade 60. Splices WC/LAV WC /LAV Nf O N M2.1-Mechanical Plan .� in concrete, lap bars 42 bar diameters. Splices in masonry, lap bars 48 bar O L 1 13 Protection of Work and Property All material and equipment shall be B 33 17 = 1 / 1 17 = 1 / 1 diameters. At corners, make horizontal bars continuous or rovide corner bars. Bars O properly protected and kept in clean condition. All work shall be kept to the limits p M 6.1 - Mechanical Details l� � IL at re-entrant corners shall cross, with each ending at the for face of of the property and protect neighboring property and landscape. All pipe ends the wall with a standard hook at standard cover unless noted otherwise on the MEN'S URINAL 1 SUBSTITUTE 1 WC 50% -1 PROVIDED and parts of equipment left unconnected shall be capped or plugged. Any work drawings. Around openings and steps in walls, provide (2) #5's extending 2'-0" or equipment that is damaged shall be repaired or replaced as required at no cost beyond edge of opening or step. Horizontal bars at the top of the beams shall be PO-1 - Plumbing Specs to Owner. spliced only at midspan between columns and horizontal bottom bars shall be Z 1-14 Testing and Laboratory Services -Inspections or tests required by code, spliced only at column centerline. P2.1 - Sanitary Plan 0 ordinance or as indicated herein or on Drawings shall be the responsibility of and N paid for by Contractor. the Concrete Formwork -Adequate and safe design of formwork and shoring is P3.1 - Domestic Water Plan w ' N the responsibility of the Contractor. Sleeve slab and footing as required for 1-15 Substitutions -Any substitutions or approved equal substitutions will be mechanical and electrical. submitted in writing to either Owner or Architect for approval. 3-5 Crack Control - Provide 6x6, 10/10 gauge welded wire fabric in all slabs, P 1-16 Conflict of Information - if information is contradictory with different walks, and drives Also provide "Fibermesh" (1.5 Ibs per cubic yard) crack control additive per manufacturer's specifications in all building slabs and monolithic instructions for the same aspect, contractor must report to architect. One footing, saw cut slabs within 5 days with 3/8" deep control joints max 400 sq.ft information must not be used as more important as the other. the architect will review and revise for the correct information. square or rectangle or at inside corners. 1-17 Guarantees General Contractor to provide owner with all manufacturer 3-6 Vapor Barrier Membrane - Provide .006" polyethylene vapor barrier beneath o building slab. > supplied guarantees at end of job. General Contractor and all Sub -contractors to Q� provide one year guarantees on building and all systems and equipment supplied w by contract for one year after Certificate of Occupancy. Any required repairs will 3 7 Minimum concrete cover Slab 3/4" Exposed unprotected concrete - 1 1 /2" N be made without charge to Owner for materials or labor in this period. Air ___. Formed concrete above grade - 1 1 /2" _ conditioning refrigerant cycles to be guaranteed for five years from CO. Formed concrete below grade 2" L) JOB # Uniformed concrete below grade - 3" 4 DATE 6 / 10 /19 DIVISION TWO SITE WORK 3-8 Expansion Bolts- where required shall be located at a min of 5 bolt diameters from the concrete edges and spaced a min of 10 bolt diameters U.N,O. °' SHEET 2-1 Demolition / Clearing - Remove existing building, foundations, driveways, o underground septic systems and organic / vegetation matter from building and DIVISION FOUR MASONRY pavement area. Remove from site. Do not bury. Do not disturb deeper soils us needed and leave uncovered for proper fill and compaction procedures. 4-1 Unit Masonry - Concrete block units to conform with ASTM C-90. Provide T shapes and sizes required to complete the work with a minimum of cutting and 2-2 Excavation - Excavate site to levels required for construction. Strip soil of all piecing. Provide reinforcement of the g ° deleterious material 5' -0" past exterior of building lines. p g types shown on the Drawings. U[UMMEMEMvimr, 9 A/C AREA: ERECT POR M 3310 SQ FT. R EA : 305 SQ FT. WINDOW SCHEDULE ID TYPE UNIT SIZE HEAD HT PRESSURE REMARKS A W Fixed 21 3'x6-2 8 2 +38.6 / -42.4 PSF B W Fixed 21 3'x5-2 8-2 +38.6 /-42.4 PSF C W Fixed 21 3'x V-8" 10, +39.7 / -43.0 PSF D W Fixed 21 3'x8' 8' +38.0 / -41.3 PSFI - E W Fixed 21 6 -4"x t -8' 10, +39.7 / 43.0 PSF F' W Fixed 21 3 x i'-6 10, +39.7 / -43.0 FSF G W Fixed 21 3'x8 B' - - - - +38.0 J-41.3 PSF H W Fixed 21 3'x5'-2' 8'-2" +38.6 /-51.4 PSF I. - - - I W Fixed 21 3'xS-2 8'-2" +38.6 1 51.4 PSF J W Fixed 21 3'x6-2 8'-2" +38.6 / 42.4 PSF -- K W Fixed 21 SXS-2" 6-2" +38.6 / .42A PSF L W Fixed 21 3'x5'-2" 8'-2" +3&6 / -42.4 PSF M W Fixed 21 3'x5-2" 8'-2" +38.6 / -42.4 PSF - -- N W Fixed 21 3'x5'-2' +38.6 /-42.4 PSF I O W Fixed 21 3'x5-2 8'-2" +38.6 J -42.4 PSF -- -. P W Fixed 21 3'x5-2 8'-2" +3&6 (-42.4 PSF R W Fixed 21 3'x6-2" 8 -2" +38.6 / -51.4 PSF i. S W Fixed 21 3'x5-2' 8-2" +38.6 /-42.4 PSF -- T W Fixed 21 3'x5'-2 8 -2" y - --�` +38.6 / -42.4 PSF V W Fixed 21 3'x5-2 8'-2" +38.6 1-42.4 PSF W W Fixed 21 3'x5'-2" 8'-2" +38.6 I -42.4 PSF X W Fixed 21 Sx5' Z' 8'-2" +38.6 / -42A PSF Y W Fixed 21 3'x5-2" 6-2" +38b l -42A PSF Z W Fixed 21 3'x5'-2" 8'-7' +38.6 / -42A PSF AA W Fixed 21 3'x5-2 - -8'-2" +38.6 /-42.4 PSF - AB W Fixed 21 3 x5-2 8' 2" +38,6 / -42A PSF AC W Fixed 21 3 x5'-2" 8 -2" +38.6 / -42A PSF AD W Fixed 21 3'x76' 8' ALL EXTERIOR WINDOWS EXCEPT FRONT ENTRY STOREFRONT W/ MU TIN DESIGN SEE 3-AS VERIFY WINDOWS MASONRY OPENINGS WITH MANUF. REQUIREMENTS GENERAL WINDOW NOTES - ALL WINDOWS SHALL BE CASED. ALL CASINGS SHALL BE NOMINAL 4" FLUTED WITH ROSETTE AT INTERSECTIONS AND ALL PAINTED SEMI -GLOSS - WINDOW EXPOSED HARDWARE SHALL BE OIL RUBBED BRONZE FINISH 613 . MATCH WITH ADJACENT BUILDING STYLE HARDWARE 4-3 Grout - Provide grout in accordance with ASTM C476. 4-4 Execution - Except as shown on the Drawings, lay up the concrete masonry units in running bond, tooling all joints except where scheduled to be stucco. 4-5 Horizontal Joint Reinforcing 1. Truss design, minimum 9 gauge welded steel wire, 0.8 oz. hot dipped zinc coating. Reinforce horizontal joints continuous with vertical spacing of 16". 2. Masonry contractor shall provide 9-GA "Ladder" type "Dur-O-wal" horizontal joint reinforcement at alternate courses (16" c/c), typ, all walls. Dur-O-wal shall be continuous, with a minimum splice of 6". Provide prefab tees and corner sections as required. All lintel reinforcing bars shall extend not less than 24" beyond each side of all openings. 4-6 Miscellaneous Masonry Anchors - Fabricated from 9 gauge HDG Z type steel rod. 4-7 Fill Masonry Cells - @ door and window jambs and sills solid with mortar or concrete. DIVISION FIVE - METALS 5-1 Miscellaneous Metals - Contractor shall furnish and install, or furnish for other trades when required, all miscellaneous metal, steel, and metal fabrications including, but not limited to, hangers, anchors, bolts, plates, supports, lintels, brackets, and other miscellaneous items necessary to frame or support the Work. 5-2 Coordinate Metals - Metals in contact with each other must be selected to avoid dielectric decomposition or supply adequate separating material between the two different metals. Metals/fasteners exposed to weather shall be stainless steel unless noted otherwise on the drawings. 45-0"---- 101-91, C31 A4 3-12" 4-0" z 3' 4 1 2'L. 1 4-5 ! 4„ D,S.W 4" D.S.QI I,.v777 O 12; J 1`0' MIN Tli ;l OFFICE �? OFFICE -II 109 ° 108 A: 125 sq ft A: 89 sq ft I X li j 9' 7' S 3„ , ;0 450 I_ 450 1" T1 4" D.S. OFFICE 107 A: 91 sq ft 9' 7„ OFFICE 106 A: 87 sq ft -_-_- 20-0'._. - f NOTE: 4' DIA D.S. DISCHARGE IN UNDERGROUND PIPE TO REMOTE BUBBLER -TYP ALL D.S. COORD W/ 4" D.S. LANDSCAPE GRADING PLAN a ---_.__-.------- OFFICE vl 105 o A: 71 sq ft ill o ALIGN ATTIC ACCE.S 8") �10 �Y:•B.�'$I.�2��Y.Y.�.$Y."•n��..l4 'Y ?_.$�.>:tiY.a,��'.7�. 1 / ) OFFICE W/ DBL CLG PANEL 1 1 O �, O I JAN J l AND TRUSS CENTER I C,CASED OPNG A: 91 sq ft �� Igo 1 r5 ' -- _ N i I FL FL -IA: 25 sq ft 3-9-11�„ r TYP. INT. I jDRAIN-! �_ �b DRAINC dL - CASE DIET. Y.,•k l-- r�= jl COPY AS�/...._ ry �I A: 139 sq ft -- ol O i IAEQUIP 6t MEN --- 11, i �1 q WOMEN117 -- ��` 1 i A: 123 s rr Ile OFFICE I �� q �' A 143sglfLn -- j� SEE INT DESIGN 111 ( I DWGS FOR A: 91 sq ft ��� _ z; ; . i 3'-0"_ COUNTER/ CAB. DESIGN q� - -- %:CASED 10' 0 S' 1 " ^ 4' 1 P' 5' 4„ - - 3'-0 . I� 4 5J' - -* 5�-1 „ 5' / /CI 1 1 ' 10" ,r r OPNG �� ___----9--- 450 r� ALIGN A9 R 0„ ER 7777771 HALLI' r yI l5i =1 , I ti i 45 120D A:651 sq it CASED _ RECEPTION OPNG CONFERENCE "a 112 =I A: 188 sq ft ^ 26'-2" FROM EXISTING ADJ. STRUCTURE. FBC 705.8 ALLOWS 70% OF OPENINGS (415 SQ FT) - PROPOSED IS 94 SQ FT 4" D.S. _ 12'_0" 114 m ^j A: 98 sq ft SEE INT DESIGN DWGS f AD[ FOR COUNTERDESIGI4 CASED'' OPNG 13'-7" 8'-0" LOBBY 113 �01 A: 182 sq ft ADA 2 C2j �THRESHOLD _ _ C J a i4„ D.S C i 1 F) i hod I 6'-1 " 6 -7" 13' 0" Zf w (L A O Cn rvn (Ic3i ----...--12'-6- 1 Floor Plan SCALE:]/4" = 1'-0" CONFERENCE 100 A: 184 sq ft -- �C2)C2 T�= ;--- 4" D.S. `i l II I I it I 6'-1" _ �r_2'-10" II 1 I 1 STONE VENEER TO MATCH 1\, ADJ BLDG COLOR AND ffl STYLE TYP. 1 OF 4 �C3 ----- 12'-6" =arW x x 10" ---- 3 OFFICE 104 A: 135 sq ft 45 OFFICE 103 A: 90 sq ft l OFFICE II 102 A: 93 sq ft CONFERENCE 101 A: 182 sq ft 18'-5" C UK �i I ELECTRIC SERVICE o `t NOTE: 4" DIA D.S. DISCHARGE IN UNDERGROUND PIPE TO',REMOTE BUBBLER -TYP ALL D.S. COORD W/ LANDSCAPE GRADING PLAN 7 7" 6-1" 6'-4" C#) SEE COL. SCHED. A7 ,C41; ALL EXTERIOR BLOCK WALLS SHALL HAVE FILLED CELLS PER COL. SCHED. OR AS NOTED NOTE: -ALL EXT. WALLS SHALL BE WALL TYPE: 1-A6 U.N.O. -ALL INT. WALLS SHALL BE WALL TYPE: /\, U.N.O. •SEE 1-A9 FOR OTHER WALL TYPE 20'-0" SEE 4-A6 m 3 "4 +>41 D 7C) '1_ 0 O > N N U ' L J W N O N O�1 U CL 0 1 N JOB # DATE 6/10/19 SHEET SPEC. continue.. DIVISION SIX - WOOD AND PLASTICS 6-1 Lumber - All lumber permanently incorporated into the structure shall be air or kiln - dried and shall contain not more than 19% moisture. Elevate and cover lumber on site to protect from moisture. All lumber and plywood shall be identified by grade stamps. 1. Min allowable flexural bending stress for beams shall be 1500 PSI at normal load duration. 2. Min allowable horizontal shear stress for beams shall be 90 PSI. 3. Min allowable modulus of elasticity for post or beams shall be 1,500,000 PSI. Framing lumber to be #1 or better, minimum Fb=1200 PSI. All general framing members; blocking, bracing, and nailers, shall be Group 2 lumber, kiln -dried 2x6's minimum Fb=1100 PSI, 2x4's min. Fb 1800, provided as required, or where noted. All studs to be straight and true. Provide blocking at all windows and sliding glass or french doors for drapery installation. 6-2 Furring shall be 20 go steel hat channel, installed as required using shims, if necessary, to provide a true planer surface for finish materials. Ceiling is to be shimmied for smooth gypsum board finish where gypsum board finish is required. 6-3 Wood in direct contact with concrete, masonry, or soil shall be pressure treated with the requirements of the standards of the American Wood Preservers Association. 6-4 Wood Trusses 1. Wood trusses, beams and Roof systems by truss company, shall be designed and certified by a Florida Registered Structural Engineer. Shop drawings complete with structural load reactions must be submitted for approval and verify anchors stated on drawings . Installation and temporary field bracing shall be in strict accordance with manufacturers specifications and applicable codes and standards. Approved galvanized truss anchors shall be provided at each bearing. Installation shall separate bottom chord of trusses from concrete (where applicable) with either 30# felt or SBCCI approved galvanized or stainless truss seats. Truss manufacture shall supply architect shop drawing sheets of designed truss with bearing loads and uplift loads for review and approval prior to manufacturing. 2. Provide 2 x 4 bridging at 8' - 0" c/cat the bottom chord and as otherwise called for on the truss shop drawings. Adequate bracing and bridging shall be used during erection of the trusses to prevent collapse or damage to the trusses. 3. Supports for top chord or ceiling hung mechanical equipment and other items supported by the wood trusses shall be attached to the trusses at panel points. The general contractor shall coordinate the installation of those items and assure that provisions are made in the design of the truss by manufacturer for the concentrated loads imposed and dimensional size / weight of the equipment. All dynamic (with moving parts) shall be spring hung absorbing sound transmission and movement. 6-5 Field Measurements - Truss manufacturer to take measurements in field as required to verify or supplement dimensions on drawings and assume responsibility for fit of wood trusses. 6-6 Wood in direct contact with concrete, or masonry shall be pressure treated with the requirements of the standards of the American Wood Preservers Association. SBX Sodium Borate pressure treated wood shall be used against concrete or masonry that is not exposed to water or exterior elements. Alkaline copper (ACQ-C/D) or Copper Azole (CBA-A or CA-B) shall be used for exterior applications. Wood in contact with soil shall be marine grade treated. 677 Rough Carpentry - Select material so that knots and defects will not interfere with placing bolts or proper nailing. Produce joints which are tight, true, and well nailed, with members assembled in accordance with the Drawings and with pertinent codes and regulations. Lumber may be rejected by Architect or Owner, whether or not it has been installed, for excessive warp, twist, bow, mildew, mold, as well as for improper cutting or fitting. All wood stud walls shall be 16" on center unless noted otherwise and shall be straight, true and plumb to a tolerance of 1 /8" in 10 feet. Ceilings to be shimmied as required to level to 1 /8" in 10 feet. Provide blocking as required for installation to support all finish or trim items. Provide blocking above all windows and sliding glass doors for installation of drapery hardware. Comply with "Fastening Schedule" of the F.B.C. 2017 edition and other fastening requirements contained in the pertinent regulations of governmental agencies having jurisdiction. 6-8 Finish Carpentry Interior trim to be paint grade poplar as shown on drawings, with painted finish. Unconditioned areas shall have all wood primed all sides. All doors and windows to be 4" fluted wood jamb/head cased painted per drawing. All rooms (excluding bathrooms) shall have 6" wood base trim. The profile shall match the same size and style of the adjacent building trim and approved by the owner. Bathrooms shall have coved ceramic the base as selected by owner. Produce joints which are true, tight, and well nailed with all members assembled in accordance with the drawings or directed by the owner. Make joints to conceal shrinkage, miter exterior joints, cope interior joints, miter or scarf end -to -end joints. Install trim in pieces as long as possible, jointing only where solid support is obtained. Finger joint not allowed if stained finish. Sandpaper finished wood surfaces thoroughly as required to produce a uniformly smooth surface, always sanding in the direction of the grain. No coarse grained sandpaper mark, hammer mark, or other imperfection will be accepted. 6-9 Metal fasteners, clips, holddowns - All model numbers are per Simpson Strong- Tie Company, Inc. If an alternative manufacture is used - submit allowable loads, capacities to the architect for approval. 6-10 Sheathing 1. Roof Sheathing - shall be 4' x 8' x 5/8"(min.) CDX plywood. Install the panel's long dimension perpendicular to the framing. Sheathing fasteners shall be 8d hot dipped galvanized ring shank nails unless noted otherwise: Zone 1 - 6"o.c. at edges and 6"o.c. at intermediate framing Zone 2 - 4"o.c. at edges and 6"o.c. at intermediate framing Zone 3 - 3"o.c. at edges and 4"o.c. at intermediate framing use 8d ring -shank nails and adhesive within 5' of a gable end. , 6-12 Metal fastener materials Standard (G-90) treated metals may be used on untreated, Chromated Copper Arsenate (CCA-C), or Sodium Borate (SBX) treated 'wood only. ZMAX (G-185) , Hot Dipped Galvanized (HDG), or stainless steel treated thetals must be used in Alkaline copper (ACQ-C/D) or Copper Azole (CBA-A or CA-B) treated woods. K 1❑ HORIZONTA M2 DECO MEd, 3 STANDINGS ® FRIEZE GUTTER / DC ® GLASS WINE FZ STONE VENI est Elevation ATTERN STUCCO REVEAL _ION M METAL ROOF /NSPOUT SYSTEM o0O \ W WITH MUNTINS � 2 BRG -.._ 12 0"- --- ALUM MATCH TO UN OOF FIN BRG -- -- -- --- ---- _ _ East Elevation r � r 7 SEE I A5'1 j k- ALUM GUTTER TO MATCH ROOF FIN r BR'G d 0 v a` U o U 6 U 'y U C � � U E V c � L U U ` m a •Jill" co C N V^ v v a a J $ %L {4 t i# 0 4� y N U O N 8 u' W .0 J V) 4- L.- 0 1L C3 a O _N U J L N r 0 V) Q% 0- O IL DOOR SCHEDULE DOOR ID TYPE MATL ORIENTATION PRESSURE REMARKS LW=IDT=Hj:HEIGHd 1 D2 21 DOUBLE 6' $' - L + 36.0 / -39.3 PSF I LCN PUSH SIDE HEAVY DUTY closer, panic bar passage lock exterior d 2 DI 21 SWING 3' 8' R 3 DI 21 SWING 3' $' - 'PUSH/PULL PLATES W/MTL TOE KICK WEATHERSTRIP AND LCN PULL SIDE MED.. DUTY c zner 4 D121 SWING 3' 8' L 1 5 D121 SWING 3' 8' - R 6 DI 21 SWING 3' 8' - 7 DI 21 SWING 3' 8' - R 8 DI 21 SWING 3 8' R 9 DI 21 SWING 3, 8' R 10 Di 21 SWING 3' 81 L 11 DI 21 SWING 3' 8' R 12 D 1 21 SWING 3' 8' L + 38.0 / -41.3 PSF LCN PUSH SIDE HEAVY DUTY closer, panic bar and passage lack exterior 14 D121 SWING 3' 8' R 15 DI 21 SWING 3' 8' L 16 DI 21 SWING 3' 8' R 17 D121 SWING 3' 8' L 18 D121 SWING 3' 8' R 19 D2 21 SWING 6' 8' L 20 '. D1 21 SWING L PUSH / PULL PLATES W/ MTL TOE KICK 3' 8' - WEATHERSTRIP AND LCN PULL SIDE MED. DUTY cl ser DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION 7-1 Waterproofing - Coordinate waterproofing with other trades and make provisions for their work to avoid cutting and patching. 1 j 7-2 Insulation - Provide Icynene Insulation system for total insulation. A min. of 9" thickness shall be applied to the underside of the roof sheathing. Protect all exposed surfaces from overspray. Guard against bleed-thru or remove excess as required. Provide the following insulation: All ceilings - R-20 foam spray against roof decking. 6" or 4" interior frame walls shall have a min. of 3" batt or foam sound insulation. Exterior GENERAL DOOR NOTES - ALL DOORS SHALL HAVE WALL OR FLOOR MOUNTED DOORSTOPS - ALL DOORS IN THE MEANS OF EGRESS SHALL COMPLY TO FBC 2017 SHALL BE A SINGLE ACTION RELEASE AND SHALL NOT REQUIRE A KEY OR A TOOL OR SPECIAL KNOWLEDGE TO OPEN FROM EGRESS SIDE VERIFYING KEYING SCHEDULE WITH TENANT, MASTER - SUBMASTER SYSTEM REQUIRED - ALL DOOR HARDWARE SHALL BE AC(__`ESSIBLE PER ADA AND FBC DOOR FRAME SHALL BE WOOD PAINTED SEMI GLOSS, ALL CASINGS SHALL BE NOMINAL 4" FLUTED WITH PLINTH BLOCK AND ROSETTE ALL PAINTED SEMI -GLOSS - DOOR HARDWARE SHALL BE OIL RUBBED BRONZE FINISH 613, LOCK SETS SHALL BE INTERCHANGEABLE CORE. MATCH THE LEVER STYLE LOCKSET WITH ADJACENT BUILDING STYLE HARDWARE IM masonry wall insulation - R-4.2 rigid foil face rigid board full sheets with adhesive to I 1 CMU. 3" unfaced mineral wool insulation (without kraft paper or foil) shall be installed BLDG SLAB on top the suspended acoustical panels for sound insulation. PORCH SLAB — 7-3 Roofing - Provide standing seam snap lock or crimped metal roof 24 ga. min. and , a 30 year guaranteethe standing seam shall be no more than 1 " high. The color and profile shall match exactly the adjacent building roofing and approved by the owner. Installation shall be for a complete weatherproof system with all applicable accessories (including but not limited to hips, valleys, eaves, flashing, mortar, color, vents, color coord.) as recommended by the manufacturer. Provide 90 LB 'peel and stick' underlayment and all nail fasteners shall be HDG or stainless steel. 7-4 Flashing and Sheet Metal - Provide flashing and sheet metal not specifically described in other sections of these specifications but required to prevent penetration of water through the exterior shell of the building complying with pertinent recommendations contained in current edition of SMAACNA's "Architectural Sheet Metal Manual." All flashing to be min 16 ounce copper or compatible roof material finished metal. 7-5 Sealants and Caulking - Standard caulking compound shall be a one part urethane sealant. Color shall be manufacturer's standard paintable grade. Window and Door perimeter and buck Sealant shall be continuous Vulcum. 7-6 Infiltration Barrier - Building to comply with Florida Energy Efficiency Code for Building Construction Infiltration practice #2 min. Provide code approved infiltration barrier. 7-7 Building (Felt) Paper - Install where indicated on drawings. Shall be Asphalt saturated felt, non -perforated ASTM D 226. DIVISION EIGHT - DOORS AND WINDOWS 8-1 Doors and Frames - Provide all doors and frames hung true and plumb as indicated on schedule. All interior doors shall be Jeld-Wen 1 panel tempered glass solid core 1 3/4, paint grade unless noted otherwise (bathroom, utility rooms, etc. ). 8-2 Windows - Provide all fixed glass true and plumb as indicated on schedule. • All windows shall be fixed, laminated glass with muntin design as indicated on the elevations. 1" decorative ogee exterior and interior muntin. The manufacture shall be PGT series 7720A with bronze anodized aluminum frame to match existing building windows. 8-3 Storefront- Provide 2" x 4 1 /2" aluminum esp bronze finish (to match existing PGT windows ) as manufactured by KAWNEER trifab VG series 451. provide complete system with break trim, stops, base, transoms mullions all finished for consistant finished units. Anchors and fasteners per manufacture shop drawings for 165 mph wind loads, exposure C. Glazing shall be two layers 3/16" H.S. tinted (to match other windows) laminated impact resistant glass. Entrance doors shall be Terrace doors 2000T by Kawneer. supply with concealed DCN closer, panic bar and passage lock exterior only. 8-4 Window and Door Bucks shall be 2x thickness and anchored into a solid concrete or grout jamb with 1 /4" x 3 1 /4" masonry screw (ie. tap -con) for 1 1 /4" min. embedment at 12" oc and each end. 8-5 Mirrors - Provide clear plate glass, mirrors as indicated on interior elevations. Mirrors to be Type I, Class 1 (FS DD-G-451) with silver coating, copper protective coating and 2 mil thick paint coating, comply with CS27. Provide mirrors of full width per interior elevations and framed per interior designers selection. ° co BR'G I I 1 OBI i I I South Elevation SCALE: 1 /4" = 1'-0" North Elevation SCAI F- 114" = V-0" BLDG SLAB — r R HORIZONTAL PATTERN STUCCO REVEAL N2 DECO MEDALLION 3 STANDING SEAM METAL ROOF ® FRIEZE �5 GUTTER / DOWNSPOUT SYSTEM © GLASS WINDOW WITH MUNTINS E7 STONE VENEER SLAB J U C5 ff DATE 6 ? 10 /15 SHEET I DIVISION NINE - FINISHES 9-1 ° Stucco - A light texture finish field and smooth finish trim to match existing building where indicated for contrast. Provide sample board for owner approval. finish shall be uniform through -out entire building. Portland cement plaster mixes and composition: 1. 3-coats over metal lath: scratch coat- 1 part portland cement, 3/4 part lime, 2 1 /2 to 4 parts sand. brown coat- 1 part portland cement, 3/4 part lime, 3-5 parts sand 2. 2-coats over concrete unit masonry: base coat- 1 part portland cement, 3/4 to 1 1 /2 part lime, 3-4 parts sand 3. finish coat: 1 part portland cement, 3/4 to 1 1 /2 part lime, 3 parts sand. Provide vinyl stucco reglets, reinforcing, and beads for straight, parallel, constant lines. 9-1 Gypsum Wallboard 1. Work shall be done in strict accordance with the standards established in the U.S.G. Drywall Construction Handbook, latest edition, or comparable publication by other manufacturer, particularly in regard to fastener spacing and treatment of joints and corners. 2. Gypsum board Ceilings to be slick smooth finish, all walls to be smooth finish. 3. Fasten wallboard with 1-1 /4" type W bugle head screws. Space screws 4" OC at perimeter and B" OC in the field on 24" OC framing min. Glue ceilings and walls. 4. Provide 5/8" wall board on walls, 5/8" on ceilings. 5. Provide a complete system of metal trim formed from zinc -coated steel not lighter than 26 gauge. (Corners, J-mold, etc.) 9-3 Painting 1. Prepare substrate and apply paint coatings in strict accordance with recommendations of the manufacturer of the approved paint system. 2. All surfaces shall be covered with the minimum number of coats as listed. Additional coverage shall be provided as required to cover all holidays. 3. Protect all exposed floors, porches, patios, walls, windows, etc. as required for full protection. 4. Sand with fine sandpaper between all coats applied to wood. 5. All coats must be thoroughly dry before application of additional coats. 6. Clean all surfaces, sand, putty, and spackle as required before painting. 7. Finish tops and edges of all doors same as face. If bottom of door is cut, paint this surface. 8. Paint residue or oversproy shall be removed from adjacent unpainted surfaces by painter. 9. Verify all stucco surfaces are properly cured before painting. PAINTING SCHEDULE All paints to be Benjamin Moore or approved equal or as noted. Exterior Stucco: 2 coats Moorgard W Exterior Wood (stain): 1 coat Moorwood semi -transparent Latex Stain 098 Exterior Wood (painted): 1 coat exterior Moorgard primer, 2 coats Moorgard Interior Wallboard: 1 coat Moorcraft Latex Primer Sealer 1 coat Moore's Regal Wall Satin Interior Ceilings: 2 coats Regal Wall Satin, Decorator's White. Interior Doors and Trim: 1 coat Moore's Alkyd Enamel Underbody 2 coats Moore's Satin Impervo Enamel Provide a paint sample on each and every specific material of color and sheen for owner approval prior painting actual material. 9-4 Flooring 1. Provide and coordinate flooring material, transitions and accessories with the space planners specifications. 9-5 Ceiling Finish 1. Aluminum 'T' grid with ESP white finish. the suspended grid shall be installed level w/ wire ties or rods as suggested by the manufacture and adequate for the total system. 2. The acoustical panels shall be white fissured with recess mount to match the existing adjacent building's finish and style. DIVISION TEN - SPECIALTIES Provide specialties and install specialties as noted. Provide all blocking, recesses, etc. as required for installation of specialties. 10-1 Bath Accessories 1. All bath accessories shall be stainless steel as specified on the MEP drawings and are to be approved with Owner. 10-2 Kitchenette cabinets - the contractor shall Provide a cabinet shop drawings, hardware, finish and detailing as required for a complete system as indicated on the space planning drawings. Design and review and approval shall be by the interior designer. 10-3 Appliances (refrigerator, microwave, etc) shall be provided by the owner. the contractor will install with connected services. 10-4 Gutters - all gutters and downspouts where indicated on the plans shall be installed. The gutters and downspout shall be profiled shape gutters and downspouts made of aluminum to match the adjacent building's gutters and downspouts. all accessories and fasteners of the guttering system shall be made of aluminum or HDG. The material shall be factory ESP finish to match adjacent building material color. Downspout discharge must be received into under gound piping inlet and routed to a lower discrete elevation. See landscape grading plan. DIVISION ELEVEN - EQUIPMENT Provide and install equipment as indicated. Provide all blocking, recesses, chases, power, etc. for installation of equipment. Provide Owner with all operation manuals, warranties, etc. as provided with all equipment. 11-2 Built-in items 1. Attic Access: provide fixed steel rung ladder stair to attic hatch as indicated on plans. DIVISION FIFTEEN - MECHANICAL 15-1 See Mechanical Engineer Drawings DIVISION SIXTEEN - ELECTRICAL' 16-1 15-1 See Electrical Engineer Drawings e 7 1` l ! i i ! ! I I I r MECH EQUIP ATTIC I I I I I I ! I I 3/8 G) P THER IAL BA I IER r _ TYP. ABOVE ALL SUSPENDED ACOUSTICAL PANELS: SUSPEkCOUSSUTIACOUSTICAL PROVIDE 3" UNPAGED PANEMINERAL WOOL FOR SOUNDINSULATION SEE BATH INTERIOREL ELEVATIONSTYP. ALL INTER — IOR WALLS: PROVIDE 3" BATT INSULATION FOR SOUND INSULATION —' �AFTFJIN YLO Lf� Building Section s(',AI.F 1/6' Fn" / / r — — — — — — — — — — — — — — — — — ` \ i 1 I I I I I I I I I I I I I I I ! I I I I I I L I I I ! I I I I I I I I I I =- 1 Za - I I I o o of TYP. ABOVE ALL SUSPENDED i ACOUSTICAL PANELS: PROVIDE 3" UNFACED MINERAL WOOL FOR SOUND (! INSULATION II ' MECH EQUIP ATTIC' 3/4" T/G PLYWD ! DECK II I I I ! u,, , l ,, , 41_B RRIER II i I I I __ --�-1-----1------t------ L ----- 1----- 1-----1 J TYP. ALL INTERIOR WALLS: PROVIDE 3" BATT INSULATION 3 FOR SOUND INSULATION +;,..V-% ------- --------'�/ 11 r m 3 Z v 00 A, m - N U ' N D H O V) I♦� r` 01- O a-. z O r) > N LU a e d w t w -- 2 Q JOB # a- DATE 6 / 10 /19 Q SHEET 0 N J O A4s T Q O U FLU W 99 i WINDOW MANUF STRUCT. MULLION 7/8" W. RAISED MUNTIN ADH. TO BOTH SIDES OF GLASS TO MATCH ADJ BLDG STYLE Winslow Elevation SCALE:1/2" = 1'-0" CER. TILE THIN SET 5/8" DENSEGLASS BD 1 1 LB MASS VINYL CONT. 2X4 WD STUD 12" OC STAG'D y 2. 3" SOUND BATT „t 1 LB MASS VINYL CONT. I 5/8" DENSEGLASS BD CER. TILE THIN SET MTL FRAME INTERSECTION PLAN VIEW ° TOP PLATE TO FASTEN TO WD TRUSS OR USE 2X BLK'G 24"OC AS LT NECESSARY 111'HGT EXTEND MASS VINYL AND INSUL CONT. TO TOP PLATE ALUM. GRID FOR 2X2 0! Ni S.A.P. FROM WIRE W/ N 3" MIN. WOOL INSUL j FOR CONT. ., COVERAGE X 9' HGT 9' HGT FULL HGT - SEEINT ELEV i ' CER. TILE THIN SET 5/8" DENSEGLASS BD 1 LB MASS VINYL CONT. 2X4 WD STUDS 12" O.0 STAGGERED W/ 1" TYPE S DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS STAGGER ALL JOINTS 24" MIN j 2- 3" SOUND BATT 1 LB MASS VINYL CONT. 5/8" DENSEGLASS BD Ill CER. TILE THIN SET 1 CER TILE BASE W/ 2X6 PT SILL W/ 1/4" COVE / X 3 1/4' MAS SEALANT SCREW 24" OC CON( . SLAB W/ SLOPE A DIAGONAL BRACING 2' OC TO STRUCTURE - - -- — MIN HEADER DETAIL t j TOP TRACK TO FASTEN jTO WD TRUSS OR USE 2X BLK'G 24"OC AS NECESSARY IVHGT 2bI 10' HGT ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL FOR CONT. COVERAGE CER. TILE THIN SET 5/8" DENSEGLASS BD 1 LB MASS VINYL CONT. 4"/ 6" 20 GA MT'L STUDS W/ 1" TYPES DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS - STAGGER ALL JOINTS 24" MIN 3" SOUND BATT 5/8" GYPBD PTD C__� 22 GA MT'L TRACK W/ 7/8" HILTI PAF X- UPBS AND WASHER CER TILE ,`i @ 24" OC BASE W/ f COVE / 6" WD. BASE TO SEALANT; MATCH ADJ BLDG PROFILE T CO NC. SLAB ,- - 5/8" GYPBD. PTD 6" 20 GA MPL STUDS 24" O.C. W/ I" TYPE S DRYWALL SCREW 8" <' OC VERT & 12" OC TOP AND BOTT RUNNERS AND 1 L INTERMED. STUDS ? STAGGER ALL JOINTS 24" MIN ? 3" SO BATT 5/8" GYPBD. PTD 22 GA MT'L TRACK W/ 7/8" HILTI PAF X-UP8S AND WASHER @ 24" OC 6" WD. BASE TO MATCH ADJ BLDG PROFILE CONC, SLAB :. ' MTL STUD 24" O.C. TRACK EA END JSP. ACOUS. PANEL CUG N W/ 3" MIN. WOOL- INSUL �R CQNT. COVEBAGE 'MTL HDR W/ BLK'G S NEEDED W/ 5/8" YPBD FIN Ia7��\�� ROOF DECK W/ FOAM INSUL WD TRUSS 1/2" CDX PLYWD W/ TAPE AND COMPOUNT JT. DRAFT STOPPING LIMIT OF WD TRUSS BOTT CHORD 4" MTL FRAME WALL W/ 5/8" GYPBD SUSP. ACOU. PANEL W/ BATT -TOP TRACK TO FASTEN ALUM. GRID FOR 2X2 111 HGT / S.A.P. FROM WIRE W/ �/ 3" MIN. WOOL INSUL o ;(1 FOR CONT. COVERAGE �� x I, 10' HGT > p.� s -1 it ;^ 4"20 GA MT'L STUDS 24" O.C. W/ 1"TYPES DRYWALL SCREW 8" 1 OC VERT & 12" OC TOP AND BOTT RUNNERS AND S INTERMED. STUDS -� STAGGER ALL JOINTS 3" SOUND BATT 5/8" GYPBD. PTD �i 22 GA MT'L TRACK > W/ 7/8" HILTI PAF X-UP8S AND >� WASHER @ 24" OC L 6" WD. BASE - TO r_ _3 � MATCH ADJ BLDG PROFILE CONC. SLAB / 1 INSTALL CHAIR MOULDING BOTH OF ALL HALLWAYS TO WD TRUSS OR USE 2X BLK'G 24"OC AS NECESSARY �- ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ V/ 3" MIN. WOOL INSUL �r ,, FOR CONT. COVERAGE C210' HGT Interior Door & Window Elevation SCALE: 1 /2- MASONRY OPENING VERIFY W/ DR MANUF TEMPERED GLASS TRANSOM / SIDELITES TE BLOCK AT EA G INTERSECTION XCH ADJ BLDG ED CASING TO i ADJ. BLDG TRIM MP GL FIXED IN WD STOPS PANE / TEMP AME DOORS MOULDING TO i ADJ BLDG TRIM BASE TO MATCH _DG TRIM TTH BLOCK AT / BASE =CTION TO MATCH _DG TRIM IZ 9Iz o w 2 O ^o Ir �� z O w > 2X4 ANOD, LUM STOREFRONT r I l -- --- I L1 I __ �. N Storefront Elevation 1/2= I'-U C R w Lu w a JOB # DATE 6/ 10/19 Q > L N mgco N V^ 1` U D J 4— N 0- O C3 N -O '- Oo m ` U J O N O L 0 O 1 SHEET 0 N o A5 L T a U 2X4 PT NAILER SHIM AS NEEDED FOR SMOOTH ROOF PLAN 2X4 PT NAILER W/ 5/4 AND 1X3 FASCIA AND CONT ROOF MTL DRIP . . EDGE : r POUR'D CONC RAKE I I BM STEPPED W/ 1'-0" MIN DEPTH j. STUCCO SM. FIN. (5/8" THK) 8" CMU W/ HORIZ. REINF. 16" O.C. 1 #5 VERT IN SOLID GROUT. i SEE PLAN FOR LOCATION. ! , i I 4 a 4 y � ff 4 U v t �a I � II W I "1 ��•� I\i� a'du ap 0. I pk'41� e Ax4h+ en y,k J^"a uV"a, a, '" S i.. ti i '" a a •. Iv ylYt �fM" Uli'1�.i1C I i at',�^I�1+ �" v rll Jr ^ ' � "•�i f n,'�".i, ", � _ t � �. w � :.. F Y,, �\ L"•�rn kn'ydl��"f� '1���}V�! ��y n��'} -0��v�mY, {��,5 1 M'�'�'�AJNd'�;4 ��� i s i ri n 2-COURSE FILL CELL �BONDTOP OFtKNEEiWALL BM (64) CONTIGUOUS3 4s �' , , � /La ��� * "• �`� ` � `�: BEYOND. I ( � ` � SIDES (FRONT GABLE WALL �T 6 r I ,' k�, �1 •,' 11.E ,t�i.p:� , HORIZ REINF NOT REQ.) STAND'G SEAM MTL ROOF i 30# FELT PLASTIC TAB iyv alvl "i t•� �1 I '-^.. {� � '1C71 A °k�\l��.: ..�,. �... . v';. ... _..__. 5/8" CDX PLYWD t �7 , �d �.:�•' , � � 1 t � +� �I� „�,��� `�' }=M1: I � WD. TRUSSES 24" O.C. BY FL. ENG. v xs ,',�, �45v, fy v%"•r! a rr d;„ t` di k,,v. , u"kr,,, t "�' iU nk Y{>w'f i°uh I W/ TRUSS MANUF. INSUL. �Z R. 20 FOAM COORD SI$3N MOUNT 5/8" GYPBD. TO FILL CE4L SOLID IF (SMOOTH/PT'D. FIN.) iv ,"� �'d+%Y 9e}511 ill ryl3igl�,^'611}iJi`4Z ,! v •c F M II: N „ylb,lu �h�d a t NEEDED �`di I �}� Its, t a�; $ diY rlftlG�'ilu,�l f, a YI6s n , x �; . yJl pva �is'v p5& I� i.,. '•i ,y ,.+ "°. . "-vx j . 4' r I TRUSS ANCHOR /SEAT +� HETAL 20 EA. TRUSS U.N.O. �` ,�,: F y ? v i , I iFn r S'v '�M1 vS. `2l'�'' .�„ �' � �L��li� ` '� ! 11M14'4� d fyl, � . • �) j' YU i `.'u(tb ^nad%I'v Jy ipfily'#- 8" W. CONC. TIE BM. 4\" irldLI.,kl , a�Ciar ley, , r 3/8" GYP t• L,1,"". , ,IeN ,4av- Ls-,' ,,k�x Sys ( THERMAL k; (SEE FRAMING PLAN) BARRIER r s,7 : _°) t.' a �,. ;s .�,. %2X4SUB-FASCIA AND S/4X6 _____- �G�..�.�: L -_—___ • , , , � �I�'� rti. ^ . AND 1X3 SMOOTH HARDIETRIM —� - — 7TYVE�K:A-- --- FLUSH CONC. CAP TO" FASCIA AND CONT MTL DRIP j- 4" COVE MOLDING � ND FELT BACK HI- / KEEP WEATHER OUT OF o; � . :� MATCH ROOF MATL /FIN - - ATH FOR -STUCCO „;'a ., ' - - - - - -- ----- 1 ' b SOFFIT COL. 2 X 4 P.T. NAILER & 2 X 4 FRAM'G PRIMEC7 jPTD ALL SIDES- r. RfB MTL v I` 24" O.C. TYVEK AND FELT BACK BM BEYOND W/STUCCO ' HI -RIB LATH AND STUCCO FIN 5/4 HARDI BD SM DECO — — OVERHANG 3"UNPAGED MIN. WOOL - �N FIN 9 1 4" BM TRIM RI W/ 2X PT BLKG - LAYED ON SUSPENDED SEE REFL. CLG PLAN FOR ACOUSTICAL PANELS — � INT. CLG FIN BUTT TO LAYOUT � - STOREFRONT HEAD I 4" DIA BULLNOSE STUCCO _ PROFILE CONT. W/ MITER — -- '� 8 X 8 PRECAST CONC. CORNERS LINTEL FILL SOLID C STOREFRONT DR. DRIP RECESS TRANSOM 1 MULL D MAS COL. BLK SEE C3 -,� 1X P.T. BUCK (TYP.) W/ I WINDOW PRODUCT APPROVAL 1 ANCHORED INTO CMU MIN. PROCH COL - PLAN VIEW 01 o'I 2X P.T. SILL PLATE W/ 1/4" X 3 STONE VENEER TO MATCH _ b 1/4" MAS SCREW 12" OC AND / ADJ BLDG STONE W/ 4.9 co' ! 3" FROM ENDS W/CONT GA HDG 'Z' MAS TIE EA — _ ,% PERIMETER COAT OF "VULCAN' FACE 24" OC MAX VERT W _ SEALANT HI -BOND GEM. MORTAR/ - Q _ STUCCO SILL SLOPED 10 DEG. GROUT TYPE S — ---- '._- J STONE VENEER TO I ' MATCH DJACENT BLDG _ � �� �� �• ---- " 8" MIN GROUT SOLID WINDOW SILL BLK. STONE S YLE AND COLOR STUCCO SM. FIN. (5/8" THK) is 1 8" CMU W/ HORIZ. REINF, 16" O.C. #5 VERT IN SOLID GROUT. ADA ALUM. EXT. FL FIN. WITHIN 1/2° D� ('1' SEE PLAN FOR LOCATION. �: R - 4 RIGID INSUL. W/ ADHESIVE THRESHOLD FLUSH W/ INT. FL FIN — = N 3/4" FURRING 24" OC SLOPE DIN 3' _ - Q 5/8" GYPBD. 1 1/2" BLK. RECESS _ I I k_ �\ r #5 DOWELS W/ 9" 90 DEG. BEND AND 26" MIN EXTENSION < : 6 X 6 / 1.4 X 1.4 WWF (DOUBLE 36" WIDE PERIMETER) - MONO. CONC, FT'G - SEE FOUNDATION PLAN, TYP CONC. WALL SECTION 3 COVERED ENTRY WALL SE CI i W WINDOW SCALE 3/4 " = 1 ' - 0 " SCALE 3/4"=1'-0" 0 0 N O QU Q 0 DECO PYRAMIDAL PVC c POST CAP PVC TOP RAIL W/ OGEE EDGE AND CONCEALED S.S. SCREWS UNDERSIDE Q 0 4" SQ PVC REINF. POST 0 U a c c PVC JAMB CHANNELS I FOR LATTICE PANEL E a 'VC STRUCTURAL POST 3 1/4"PVCWHITE POST LATTICE PANELS FULL SECTION SHEETS BTWN POST 15 0 0 L 3 4" PVC BOTT RAIL o PT WD POST SET IN CONC FTG n RAILING SECTION .SCALE 3/4":1'-0 STAND'G SEAM MTL ROOF 30# FELT PLASTIC TAB 5/8" CDX PLYWD WD. TRUSSES 24" O.C. BY FL. ENG. W/ TRUSS MANUR R. 30 BATT INSUL. 5/8" GYPBD. (SMOOTH/PT'D. FIN.) TRUSS ANCHOR / SEAT HETAL 20 EA. TRUSS U.N.O. 3/8" GYP !; x 9' W, CONC, TIE BM. THERMAL i l (SEE FRAMING PLAN) BARRIER / of 2 X 4 SUB -FASCIA AND 5/4 X 6 aot��' AND 1X3 SMOOTH HARDIETRIM FASCIA AND CONT MTL DRIP F' MATCH ROOF MATL / FIN 2 X 4 P.T. NAILER & 2 X 4 FRAM'G 24" O.C. TYVEK AND FELT BACK ~ HI -RIB LATH AND STUCCO FIN 1 /2" X 1 1 /2" PVC STUCCO REGLET - SEAMLESS AND STRAIGHT LEVEL LINES FINISHED TO MATCH ADJACENT STUCCO STUCCO SM. FIN, (5/8" THK) 8" CMU W/ HORIZ. REINF. 16" O.C. Ni #5 VERT IN SOLID GROUT. SEE PLAN FOR LOCATION, R - 4 RIGID INSUL. W/ ADHESIVE 3/4" FURRING 24" OC 5/8" GYPBD. 1 1/2" BLK. RECESS #5 DOWELS W/ 9" 90 DEG. BEND AND 26' MIN EXTENSION 6 X 6 / 1.4 X 1.4 WWF (DOUBLE 36' WIDE PERIMETER) MONO,, CONC. FT'G - SEE FOUNDATION PLAN. TYP. WALL SECTION SCALE 3/4"= 1 '-0" 0 co N V� 0 6 O U U V _0 N % O Lu 0 w L w _ w D JOB # DATE 6 / 10 / 19 Q SHEET 0 N a� A6 •T a 0 U COLUMN SCHEDULE TYPE - DESCRIPTION 4" x 4" x 5/16 STL (Fy 46 KSI) COL >13 W/ BASE PLATE MTD BELOW SLAB COL ON PAD FT'G SEE FTG'E'AND 6-A8 BOf I PLATE 11-01, e 8" x 12" P.C. COL W/ 4 - #5 VERT AND #3 TIES 12" OC DOWEL 36" LAP 1 1/2" CLEARANCE OF FORM 16" x 16" MAS. COL BLK FILL SOLID W/ 4# 5 VERT, AND # 3 STIRRUPS 12" OC DOWEL 36" LAP 1 1/2" CLEARANCE OF SHELL TYPICAL EXT. WALL REINF, 8" x 9'x 16" CONC COL BLK W/ #5 VERT IN FILLED CELL CMU WALL LESS THAN 10' 32'OC l'--3 5ffl CMU WALL GREATER THAN 10'- 24" OC (EXCLUSIVE OF TIE BM) 8" x 8" x 16" CONC COL BLK W/ #5 CS VERT IN EACH CELL FILLED FOOTING SCHEDULE TYPE DESCRIPTION T.O.F. 24" x 20" CONC MONO FT'G W/ 01-01, 3 o #5 CONT > 4'-0" WIDE DB'L LAYER 6 X 6 10/10 WWF @ PERIMETER 3" CLR BOTT 36" x 20" CONC MONO FT'G W/ 01-01, 4 * III CONT 4'-0" WIDE DB'L LAYER 6 X 6 10/10 WWF @ PERIMETER 3" CLR BOTT 8" x 20" CONC THKN SLAB W1 #5 VARIES CONT 4' WIDE DB'L LAYER 6 X 6 10/10 WWF AT PERIMETER 3" CLR BOTT NOTE: MECH. EQUIP PAD SHALL BE 12" DEEP 3/8" C-1 AT ORIGIN OF SLOPE 32" x 20" CONC THKN SLAB FT'G W/ 3 0'-0" FRONT #5 CONT AND I - #5 ADD ENTRY 4' WIDE DB'L LAYER 6 X 6 10/10 WWF HC ACCESS 6. STEP DIII AT STEP DN -W ATREAR 3" CLR BOTT 0'-0" / -6" REAR ACCES� 45 TRANSVERSE 12" OC 49'x 48"X 12" CONC PAD FT'G W1 7 lk ♦ 6- #5 CONT EA WAY - T/B - - - - - - - - - - COVER COL PLATE W/ BITUMIN BOND BREAK FROM SLAB - CJ PER PLAN 3" CLR BOTT ORIGIN OF SLOPE 01-01, SLOPE TO 7" THKN CONC SLAB W/ 4' WIDE 7 ........ DRAIN DB'L LAYER 6 X 6 10/10 WWF AT STEP DN 3" CLR BOTT "T" 8" 1" ✓ 12" x 8" CONC MONO FT'G W/ I a #5 CONT 3" CLR BOTT 1 '-2" L L, 'AL 11-21 L — — — — 5" STEP A� N 01 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7Z r < I A ci L— — — — — — — — — — — — — — — — — — - #5 DIAGONAL BARS AT z/A7 U-)l INSIDE CORNER I 8'-5" 8'-7" F/ TYP. SLOPE BREAK 1/8" 12" I I t�l �,MIN. TO FL DRAIN -j FENCE FOOTINGS: CEEl X V-10" DEEP j 2500DIA PSI CONC. W/ POI SET IN -SEE 4-A6 r- -)/ 4' 4' FL F RAIN DRAIN DRAIN J - L - - - - L—'A L? Z' BELOW Z'BELOW r FIN FL FIN FL -71 I Z2N cl r 7- -ai 7-7 C-1 F I TI cl L j TYPICAL: 4" THICK 3000 psi (MIN) CONC. SLAB W/6"x6" 10/10 WELDED WIRE FABRIC AND FIBERMESH I ON CLEAN 95% D.D. COMPACTED TERMITE TREATED FILL (TYP) (MAIN BLDG/ COVERED PORCH / A/C EQUIP.) ce col; IJ ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING --------- 7r. CORNER BARS W/A MIN. LAP SPLICE OF 28" c #5 DIAGONAL BARS AT INSIDE CORNER r--, - - - - - - - - - - - v - - - - - - - - - - - <1 J r— — — — — — — L— — — — — — — — — — — — — — — — — — — — — — — — — — — Foundation Plan SCALE: 1/4" = 1'-0" 9 m D 45-0" FJ-USH- THRESHOLD z uj 0 20'-8!' NOTE: FRONT AND REAR COVE ENTRYS WITH TROWEL NC CONC FIN AND PROTEC FINAL FINISH/ COORD. ELEVATION IF ALTERNATE THICKNESS IS SELECTED. 0 0 16 ri E ca 7C) > C3 0 0 ca > (D > 4-: o 0 N 0� o CL z 0 V) > C) 04 o UJ ui Lu uj w L) JOB # — DATE 6/ 10/19 SHEET 0 A7 Q- 0 5 1 /2" 'v 0 M V CI of 1 1 /2" I v-. i I N NOTE: ALL BOLTED CONNECTIONS SHALL BE WITH 3/4" DIA THRU BOLTS, WASHERS AND NUTS A 4" 46 KSI ST'I 2 PART URE r FULL PERIM COL E SEALANT 12" X 12" X 3/4" ST'L BASE PLATE W/ 8' 16 I NON$' HRINK LEVEL GROUT - COAT CONTIN BITUMEN BELOW SLAB 4.3/4" DIA.' 8" A B W/ 2" HOOK AND NUT & WASHER #5 TOP AN 'BOTT _L_ _ _LEE FOUNDPLAN —�i-------- ---_ _ L ---- _ _ --- -- > oO O O �) SE C? TI OD O O° V \ U DOo DD °r�� QDap Obo L?DOo�°D O Q Dop _QOD�SCDu L, n D ° D �DD� �CO �O °c %n STEEL COL BASE PLATE SCALE: 3" = 1'-0" 5 1 /2" ✓ I 1/2+ IX FL TRUSS W/ PANEL POINT AT CENTER, -1. 3 PLY TRUSS - COORD W/ 13/16" DIA. BOL TRUSS DESIGN HOLE 0 TYP 4' 1 1 /2" 1 /4" STL PLATE 4. BUCKET 0 BR'G SCALE: 3" = l'-0" 1 /4" ST'L PLATE f I ST'L TUBE COL m x ST'L TUBE COL i CENTER ON 12" X 12" X 3/4" ST'L 0 BASE PLATE W/ BITUMINOUS COAT'G AT CONC. FULL/CONT. 1 /4" FILLET WELD TO COL. 4.3/4" DIA. X 9" 0 A.B. W/ NUT & WASHER IBEAM SCHEDULE REINFORCING ELEV i - I SIZE STIRRUPS REMARKS W X D TOP MID BOT TB1 8" X1 % 1 /2°° PC 2 #5 2 #5 #3 36' O.C. 1 1'-(}" BEAM STIRRUP SPAC.iNG OVERRIDES HE BEAM REQUIREMENTS T112 8" xl 2" MIN PC 2#5 2 #5 #3 / 24" O.C. RAKE - VARIES T113 8" xl 6" CMU #5 #5 14'-4°' 1 8" x 12" PC 2 #5 2 #6 #3 / 4" O.C. 1 1 °-01, 1/3 TO ENDS STIRRUPS 4" OC - REMAINDER 12" OC B2 F x 12" PC 2 #5 2 #5 #3 / 12" O.C. 11'-0°` B3 8" X 26' PC TO TOP OF 2 #5 2 #5 2 #5 #3 / 4' O.C. 11'-0" BEAM CONT, W/ TIE BEAM - ADD STIRRUPS ABOVE OPENING WINDOW UNTEI BELOW. - 1/3 TO ENDS STIRRUPS 4" OC - REMAINDER 12" OC S4 8" x 20' PC 2 #5 2 #5 #3 / 6' O.C. 1 T-8° 1/3 TO ENDS STIRRUPS C OC - REMAINDER 12" CC B5 8" x 20' PC 2 #5 2 #6 #3 / 3" O.C. 11'-8" 1/3 TO ENDS STIRRUPS 3' CC - REMAINDER 12" CC j L1 8" X8'' PRECAST LINTEL FILL SOLID W/ TIE POUR BOTT OF LINTEL WINDOW HEAD HGT H LINTEL LENGTH SHALL BE AS OPNG PLUS F' BRG EA SIDE MUS � � TYPICAL: TYPICAL: TYPICAL WINDOW HEAD UNO: DESIGN LL = 40# /SQ. FT WD TRUSS 2N' OC 7 :12 SLOPE TIE BM EXTEND DN TO WINDOW HEAD HGT W/ W DESIGN DL 20# /SQ, FT 1'-6" OVERHANG PRECAST LINTEL Ll POURED CONT TOGETHER MECH EQUIP / TCHORD. SUSPEND 250# UNIT --- _.. TB2 - TB1 - - TB1 _TB1 JACK TRUSS 24" OC W/ HETAL 12 JACK TRUSS 24" OC W/ HETAL 12 OC GABLE ACK TRUSS 1-6� A4 1'-6" LSS 24 J W HHETAL C W/ HETAL12 1 �, T 6 TYP. OVERHANG r B2 T B2 G GUTTER UTTER - -- ---- 0 1 1 I I I o l 1 - — - — o f 1 1 1 HGT I o 11 ?�' -_.--- - - GABLE TRUSS IOCFULLW/ HHETAL 2424'IM VI; MG1rBe II I 1 1 1 I MGT GIRDER TRUSS — - — - — - - — - — - — - — - — -----------------A I I I I II 1 1 II --- - ___ — - — - — - — - - ___---- -------- -2X6 FLAT EA SIDE OF WH 1 i S PORT STUDS LAP AND ---------�A aB71-i7D=,- ------- Be --------- ---- , ` - — — — — - — 41X4 1/4" TLC L 1 I 1 I n 4'X2' IC 11 JOO BUKET -------- - ACC S _------------- - _— SIZE W/ TRUSS PLYS 1 I 1 1 II tl� I I I II I I I I� —_—_ — - — - — - — - --- II C1�1 1 1 II I 1 1 1 II ----------- SLIADEDAREA: - FOR ------ - _------- II I I I II 5/81GYF D I IIr 04 ATTIC TRUSS II 1 1 1 1 I TAF�D D FT I IL MEC!i. EQUIP_ CL FIN TO — - — - — - - IQ-u --—- - — - — - — - — - RUCK FD----------- I I -6------------$ —_T_ I II I I I I II C1A24 O Q— IIo 1 1 11 1 1 1 1 Ir------ - �A4 co I=,_ - — - — - — - — - — - — - "'- -------- I1 I I I II I D FT STpP I II N = -----------I-- ---- BAA�KSIDEOF L------ --- - --------II ' I I II ' GADER�RUSS' 11 - � 1- U -------------. -- - -----F ------Ik�1'I I 1 11 I I 1 1 Be - - - - � u U �,O N I Be4IX4�1/4"�TLCIL I I I II------- - --------------- -- —^— ------II QOORDBUCKET&ZEW/ I 1 I II v n T USS � rLYS I ---------- W J ,� -II 1 1 I 11 1 1 1 1 1---------- J _-______ __-- -- -- ____ --_ 1 — -_-_-__------- ---- 1 MGT GIRDE RUSS n 1 I I I n _ _ _ _ _ .1— _ T _ _!�_7 —f ---i mr-- T- - T — r---1 - T —r --m-1 - " m �S' CV H '� O Q MGT MGT 1 Qr11 I I HGT cv - a 1 1 1 1 1 I 1 1 64i------------,B4 GUTTER _ _ _ _ B$ m GUTTER w ❑;_ <( I780#UPS mjm�N U'UQ II _______ _______ H'.OU.< �O l 1 6,, B5,, III TB1,- + TB_2 JACK TRUSS 24" OC W/ HEAL 12 .1. . SCALE: 3/16"= 1 TYP. OVERHANG T61 - - ?61 - JACKTsl RUSS24'i JACK TRUSS 24" OC FULL GABLE TRUSS 24" OC W/ HETAL 12 W/ HHETAL 24 OC W/ HETAL 12 I. .3 m? i 7 Z N 7C) � Q D L O m N U J 0O 4) N N 0- IL Lu ne w L) JOB # d DATE 6/10n9 L,- 1 SHEET NMI.IT :u •: 1 GRAB BAR BOBRICK B 5806 42/36 TOILET TISSUE DISPENSER BOBRICK B-4388 GLASS MIRROR 24 "W X 48" H GLASS MIRROR FULL COUNTER LENGTH X 48" H SOAP DISPENSER BOBRICK B-8263 CLOTHES HOOK EA WC PARTITION BOBRICK B-211 - TOILET SEAT DISPENSER BOBRICK B-221 - PAPER TOWEL DISPENSER BOBRICK B-262 - SANITARY NAPKIN DISPOSAL BOBRICK B-35139 - WASTE DISPOSAL BOBRICK B-279 - HAND DRYER XLERATOR - ACCESSIBLE RESTROOM SIGN CONFORM TO FBC 2017 CHAPTER 11 @ 60" AFF QUARTZ COUNTERTOP W/ 3" 90° SQUARE RETURN FRONT W/ ANGLED GUARD PANEL. COLOR TO BE SELECTED BY OWNER TOILET PARTITION SYSTEM BOBRICK DESIGNER HPL 2040 SERIES OVERHEAD BRACED W/ BRUSHED STAINLESS STEEL HARDWARE ACCESSIBLE BATHS -Access route to bathroom, door to .1^,1�,'ll`'i, dl�-1 ,,,I�wil�(r;r+ ,IrAl,rl IIIpIA Ttr lil-I ,�Ir�7,„ bathroom and hardware to bathroom door to be accessible. Threshold to be —CL'G W SOUND INSUL CL'G W/ SOUND INSUL maximum 1/2" high. Door closer to 5 LB pressure maximum. E-`---WALLS V1 SOUND INSUL WALLS W/ SOUND INSUL -Provide clear floor spacer of 60" diameter circle or a "T" shaped space, p P i F ---? 60" square with 36" legs. The clear space ) NOTE: at fixtures and controls, the accessible - PROVIDE { route and the turning space may overlap. 5/8" M.R. GYPBD TEMPER • Water closets shall be located 18" from a r- VALVE AT 5/8" M.R. side wall or partition. The height of the HOT WATER GYPBD toilet seat shall be 17" to 19". C.T. MIRROR / LAV C.T. 2' MAX Provide two grab bars able of restraining ! 3' 6' 9 g V 300lb. load. Side wall: 42" long minimum, \v * 1' 3 MIN w ` _......_ P _: 12" from back wall Back wall: 36" long 3 0'X1 1/2 DIA. MIN 1 1/2" DIA. minimum, centered on toilet,.. Grab bars GRAB BAR __ . r ! --------- GRAB BAR to be 33" to 36" above finished floor. 10 c I -Flush control to be 44" high maximum. on _ f) HANDICAP TOILET —� side of toilet. ! TP ��'., � b of TOILET P PER o -Dispensers: toilet paper dispensers shall z INSULATE be on the side wall below the grab bar WATER PIPE and a maximum of 19" high and 36" from o h Z the rear wall. Dispensers shall provide — continuous paper flow. !!l • Urinals shall be stall -type or wall -hung with an elongated rim and 17" maximum high. Urinals shall have a clear space of SEE PLAN FOR 30" wide by 48" deep minimum. Flush ACT(I.00R AL SIZES 11 control shall be 44 high, maximum force of 5 lb on flush control. • Lavatories shall extend 17" minimum from wall. Clearance of 29" minimum shall be provided from finish floor to bottom of apron. knee clearance of 27" minimum i shall extend 8" minimum under the edge id of the lavatory. Toe clearance of 9" shall r be provided for the full length of the lavatory. A clear floor space of 30" by 48" 4 ? .- shall be provided in front of the lavatory. The clear floor space shall adjoin or �I { overlap an accessible route and shall extend a maximum of 19" underneath the lavatory. Hot water and drain pipes shall kTM be insulated. There shall be no sharp or abrasive surfaces under lavatories. -Sink shall be mounted with rim surface no CLEAR FLOOR * .— 2'-6' — higher than 34" provide knee clearance SPACE — of 27" high, 30" wide and 19" deep minimum. Provide other clearances and insulation as per lavatories- -Faucets shall be operable with one hand / . -- ,'b"_________,__3'-6 __ with a force no greater than 5 lb. MIN X v ? DISPENSER '-1 �� � z — ,l of _ _ A m rr iV l CV en DIMENSIONS ARE CLEAR SPACE AND MINIMUM U.N.O. X-0 MIN X "• I Z -'I FREE STANDING -Mirrors shall be mounted with bottom 40" high ;,, ,,,T, �'°• „7 fi , s edge maximum, all other3Xi dispensers shall have controls at 48" high maximum. , 4.15.1 Drinking fountains or water coolers required to be accessible by 4.1 shall comply with 4.15. ol Fth xfi 4.15.2* Spout Height. Spouts shall be no higher than 36", measured from the floor or ground surfaces to the spout outlet. ` I x' e .................................................................... t^- LIMIT OF TRUSS BOTT - 6" SOUND BATT ITYP. WD DR CASING DETAIL C.T. FL FIN W/ SLOPE TO FL. DRAIN 4" P 8" MIN 6" MAX SPOUT HEIGHT & KNEE CLEARANCE "` ' ---- EXTEND WALLS TO BOTT OF LIMIT OF TRUSS o TRUSS BLK'G AS NEEDED BOTT 6" SOUND BATT i -- ._____.. e!'_____ __ SUSP ACOU. ' PANELS SUSP. ACOU. PANELS r i MIRROR HDPE PARTITIONS / - C.T. DRS,AND S.S. MIRROR HI - LOW DRINKING FOUNTAIN fi I \ C.T. FL FIN W/ S TO FL. DRAIN QUARTZ COUNTER TOP, SUPPORT I r -<-.7 CIE.-- y 16" W.QUARTZ VISUAL GUARD - y EL, SLOPE 60° 6" S.S. PART. SUPPORT FL BASE (TYP) A2 Al HARDWARE PER INT.,, DESIGN (I SELECTION11 . TILT I iN k 10 -J 1 � 9" S.S. PART. SUPPORT FL BASE (TYP) A3 GUARD PANEL, SLOPED 60°- ' GU C.T. FL FIN W/ SLOPE TO FL. DRAIN c O 4" MTL r-ST------ -4-MTL------------------------- - - - - -- - - - - -I STUDS > -"4" MTL j STUDS I a. -C.XI�..>;XlTT.C�.0 Z.I,IAAC.LJ.A�T�I.A rT C,C t�hZ7A'=X I, GI I M0 01 5 2x6" W D STU w I^ I � L GANG NAIL ALIC�f*1 � � � "he`s � ";yam y"s'� - p4" MTL '�� 4 /I YI V x;l II 'ad sh'"'. x. 3 STUDS I W U W/ WH BRACKETSt R 11 ,RCA335-97 TOi�, fTr 3 TL > I �--_-- ..? n : vi IY I I R w'•tp a� �" i : b» �I'% vi •� 'I y.� � L JAN. SINK h ,I z`� N, 1� TRL#� X I C - i' _. STL JOL 3 N Ell6" MTL STUDS W r rs, s iti+ A ,N 1 oar l 1r �P V A9 3 I •— i � �'.,;� ;1f fi r, fi r i`•' .:-,�. pz I �1, ���riI '3I�, �M CIF }�'BELOW 0 0u SLAB MTL 2,I II N Lav L DRAIN Abm, a �r FL DRAIN , _ 4 STUDS I 2" BELOW 0"-0"SLAB' _ I o I V� C I s' MTL �1 r `' � �� �' � � -� KIT N I STUDSi (( v F% \ yX I ON 6" MTL NOTE: ?,_brr STUDS - _ r ALL BATH WALLS / CL'G I FILL W/ SOUND INSUL. I f 1' Z FOAM GAP OF _ -__-.- S-p�� --- NOTE: ALL I 0 ACCESSORIES / PARTITIONS 1A, r ANCHORS DRS TO BE HDPE I SERVER 1*4 w CD Inl 1 A9 y� I b CT FL FIN 2 0 CT FL FIN 4� 7 T.DISPOSAL �._� , 6" MTL STUDS T.DISP�NSE I I T,DISPENSE I I _ - I RES HOLD QUARTZ TH RD LU ISPOSAL I 20 W/ TILE FIN - 3:) o I ,De fvW�n� I b'MTL QUARTZ THRES ---- m STUDS I - X HOLD COORO --' �— � i --- STL CC�L c JOB # 4" MTL 4' MTL 4' MTL W/ TILE FIN STUDS STUDS sruas I DATE 6 / 10 X 5-4". 5 5 - 1 _ Q ---------------------------- I --�-----------------------°' SHEET 0 N Enlar ed Bath Plan °' .T A9 SCALE: 1/2" = 1'-0" o U r"`MMMMMMM U o � riCAL S ID SUSPENDED WITH 12 GA WIRE FROM WOOD TRUSSES • REFER TO MEP DRAWINGS FOR SPECIFICATION OF LIGHTING. Reflected Ceiling Plan GCAI P 114" = 1'_0" F V) Z O V) CN L.0 a.. JOB # DATE 6 / 11 SHEET A - STUCCO FIN 8" W. CONC BM 4, 1 1 /2," v,! - . 2 x 4 P.T. BUCK W/ SHIMS MIN ANCHORED W/ 1/4" DIA x 3 1/4" MAS SCREWS 12" OC AND if AT ENDS W/ 2 CONT. BEAD OF SEALANT AND EXTERIOR 2 x 4 P.T. NAILEI RECESSED TO ALIGN TRIM AT WINDOW TRAP I IU 5/4" WD BULLNOSE SI MITRE CORN L PERIMETER SEALANT, f -.-- BUILT-UP STUCCO HEAD W/ PVC CORNER REINF AND DRIP WINDOW SCREWED/CLIPPED AS DESIGNATED BY WINDOW MANUF FOR 165 MPH WINDS STUCCO FIN FILL CMU CELL SOLID 2 x 4 P.T. BUCK W/ SHIMS ANCHORED W/ 1/4" DIA x 3 1/4" MAS SCREWS 12" OC AND AT ENDS W/ 2 CONT. BEAD OF SEALANT AND EXTERIOR PERIMETER SEALANT. CONT. VULCUM SEALANT COVERAGE CMU JAMB/ BUCK BUILT-UP STUCCO JAMB W/ PVC CORNER REINF 2 x 4 P.T. NAILER I RECESSED TO f ALIGN TRIM AT - - WINDOW SCREWED/CLIPPED AS WINDOW FRAME DESIGNATED BY WINDOW MANUF FOR 165 MPH WINDS i ' SCALE 3" = 1 ' - 0 " 2 x 4 P.T. NAILER RECESSED TO: ALIGN SILL AT WINDOW FRAME, WIZ _ - WINDOW DRILLED & SCREW AS DESIGNATED BY WINDOW MANUF 5/4" WD BULLNOSE SILL W/ APRON SEALANT BED AT BUCK AND WINDOW RAISED SILL W/ 100 SLOPED TOP SURFACE W/ EDGE REINF. SM. FIN ' CONT, VULCUM SEALANT COVERAGE SILUBUCK WINDOW SILL SCALE 3" = 1 ' - 0 " f -- FORMED AND POURED SOLID CONC ALL SILLS 2 x 4 P.T. BUCK W/ SHIMS ANCHORED W/ 1/4" DIA x 3 1/4" MAS SCREWS 12" OC AND AT ENDS W/ 2 CONT. BEAD OF SEALANT AND EXTERIOR PERIMETER SEALANT. 2 x 4 P.T. NAILI CASING AND TRIM SCAL 5/4" WD PLYNTH BILK I ADA THRE�H LD S IN MASTICiBA E FL FIN. �I E 3" 1 -0' L L I Q U 4 w rJ 0°._. _ FASCIA.. _._. . ZONE 1- USE 8d RING SHANK NAILS AT 6" OC (field) 6' OC (edge) 2j ZONE 2- USE 8d RING SHANK NAILS AT 6" O (field) 4" OC (edge) 3} ZONE 3- USE 8d NAILS RING SHANK AND CONT. CONSTRUCTION ADHESIVE BEAD AT 3" OC (field) 3" OC (edge) STUCCO FIN 4. 8" W. CONC BM 2 x 6 P.T. BUCK W/ SHIMS 4, ANCHORED W/ 1/4" DIA x 3 1/4" MAS SCREWS 12" OC AND AT ENDS W/ 2 CONT. BEAD OF SEALANT AND EXTERIOR PERIMETER SEALANT. CONT. VULCUM SEALANT COVERAGE CMU JAMB/ BUCK BUILT-UP STUCCO HEAD W/ PVC CORNER REINF {I AND DRIP DOOR FRAME SCREWED/ CLIPPED AS DESIGNATED BY WINDOW MANUF FOR 165 MPH f.- WINDS �M ZV � /2" NON -SHRINK GROUT AS NEEDED f OR THRESHOLD HGHT D60R SILL SCALE 3" = 1 ' - 0 " DOOR FRAME DRILLED & SCREW AS DESIGNATED BY MANUF FINISH FLUSH CONC. ENTRY SLAB r 4 ROOF NAILING PATTER NTS u 165 mph - 22 foot mean roof height 12 design per FBC 2017 a • Wind Pressures designed for Enclosed Structure U m • Basic Wind Speed - 165 mph - 3 second gust ° • Building Risk category-2 0 • Wind Exposure -C `g • Internal pressure coefficient - +(-) .18 • Components and Cladding - 22 feet mean roof height ° • Roof slope range 0-30 degrees (0 : 12 to 6 :12) • ALLOWABLE LOADS Vasd a WORSE CASE 3 ZONE AREA PSF " 1 10 22.2 - 35.3 a 2 10 22.2 - 61.5 3 10 22.2 - 91.0 0 OVERHANGS F 1 10 0.0 0.0 2 10 0.0 - 77.9 0 3 2' 10 0.0 - 0.0 0 3 10 0.0 -121.0 = 3' 10 0.0 0.0 4 10 38.6 - 41.9 m 0 5 10 38.6 - 51.7 6 SEE WINDOW AND DOOR SCHED o FOR ZONE 5 = 3'-0" FROM EDGES u ral wr 1=0 w w w Oe x - L) JOB # DATE 6110/15' Q = &1101;1;11111�� 0 N O A] I a 0 m N O O C) U U o << < U o U 13 O� Z y C_ U U U c o U V U If `o `c 1LJ I IL ]]I I N 4G 0 u a c O c o co 3 V^ a 0 s DIVISION ONE - GENERAL REQUIREMENTS DIVISION THREE - CONCRETE 3 1 Concrete • 3 DrawingIndex•Code Data. OFFICE1-1 Interpretation of Plans - The Architects services does not include supervision Structural concrete shall develop a minimum strength of 3000 psi • LL of construction. The Architect divest himself of the responsibility of the work, errors at 28 days. All concrete shall be ready mixed and in accordance with ASTM C-94. or emissions resulting from the interpretation of the plans. If the Contractor believes Maximum allowable slump to be 5". All slabs to be 3000 psi at 28 days. Water shall he has discovered errors or omissions in the plans the Contractor shall notify the not be added on site without record and compression test of altered mix. o Architect in writing for clarification before continuing work. pfootings,T 1 - T i t I e Sheet NEW BUILDING 3310 SQ FT o o 3-2 Scope - Provide all structural concrete, filled cells, slabs, beams, ° 1-2 Applicable Standards - All work under this Contract, or Sub -contracts shall equipment pads, drives, walks, etc. as shown on drawings or as needed to BUSINESS B conform to recent editions of local, state and national codes, ordinances and complete job. A 1 - Floor Plan OCCUPANCY CLASSIFICATION: ( ) s o regulations pertaining to the work, FBC., A.C.I., A.N.S.I., A.S.T.M., O.S.H.A., etc. TYPE OF CONSTRUCTION: TYPE IIIB U o 3-3 Reinforcement - reinforcing bars shall conform to ASTM specification A615. a 1-3 Scope of Work- Contractor shall furnish or provide for all items, articles, latest edition, including supplemental requirements and shall be grade 60. Splices A2 -Elevations -East &West FIRE SPRINKLE SYSTEM: NO materials, operations or methods listed, mentioned or scheduled on drawings and/ in concrete, lap bars 42 bar diameters. Splices in masonry, lap bars 48 bar or herein specified, including all labor, materials, equipment, and incidentals diameters. At corners, make horizontal bars continuous or provide corner bars. Bars NUMBER OF BUILDING STORIES: 1 0 N necessary and required to perform and complete work as shown in drawings and/ intersecting at re-entrant corners shall cross, with each ending at the far face of A3 - Elevations - North & South U or herein specified or as required for a completed project. the wall with a standard hook at standard cover unless noted otherwise on the ? drawings. Around openings and steps in walls, provide (2) #5's extending 2'-0" J 1 4 The drawings were design per FBC 2017 beyond edge of opening or step. Horizontal bars at the top of the beams shall be A4 Building S ec ti o n BUSINESS F -.L AREA 3310 SQ FT : spliced only at mids an between columns and horizontal bottom bars shall be +- • Wind Pressures designed for Enclosed Structure p Y p COVERED ENTRY AREA: 305 SQ FT a N • Basic Wind Speed - 165 mph - 3 second gust spliced only at column centerline. A5 - Store Front Elevation i • Risk category - II TOTAL FL AREA: 3615 SQ FT s O • Wind Exposure - C 3-4 Concrete Formwork - Adequate and safe design of formwork and shoring is A 6 - Wall Sections CL the responsibility of the Contractor. Sleeve slab and footing as required for 1-5 Verifying Conditions - Before commencing work, Contractor shall verify mechanical and electrical. measurements and conditions at building site. Any differences between actual A 7 - Foundation Plan OCCUPANCY CAPACITY: B 33 measurements and those shown on drawings shall be submitted to the Architect in 3-5 Crack Control - Provide 6x6, 10/10 gauge welded wire fabric in all slabs, writing before proceeding. walks, and drives Also provide "Fibermesh" (1.5 Ibs per cubic yard) crack control additive per manufacturer's specifications in all building slabs and monolithic A8 - Roof Framing Plan 1-6 Permits - Contractor to provide all permits and fees as required from footing. saw cut slabs within 5 days with 3/8" deep control joints max 400 sq.ft government agencies. square or rectangle or at inside corners. A /Q - Bathroom Plan / Elevations 1-7 Surveying - Owner to provide original survey and sewer application. 3-6 Vapor Barrier Membrane - Provide .006" polyethylene vapor barrier beneath Contractor to provide all surveying as required during construction and shall verify building slab. A] 0 - Reflected Ceiling Plan •MID all set backs and elevations. MAX. TRAVEL DISTANCE: 3-7 Minimum concrete cover -Slab - 3/4" 1-8 Coordination - Contractor to provide for all coordination required between Exposed unprotected concrete - 1 1 /2" A] 1 - Details ( 300 FEET) 80FT sub -contractors and prime contract. All chases, cutting, patching, etc. as required Formed concrete above grade - 1 1 /2" - m to be coordinated by Contractor. All patching shall be done to the satisfaction of Formed concrete below grade - 2" PLUMBING FIXT REQ M 1 the Owner. Uniformed concrete below grade - 3" ( 1 PER 25 EACH SEX) 3 3-8 Expansion Bolts- where required shall be located at a min of 5 bolt diameters W 1 1-9 Job -site - Contractor to maintain a neat and orderly job -site. Individual sub- from the concrete edges and spaced a min of 10 bolt diameters U.N.O. E0.1 - Electrical Specs Z contractors to clean up after completion of their work. Final clean-up inclusive of O NUMBER OF EXITS REQ all finishes polished without dirt, grime, prints, mold, bugs, etc... for absolute clean DIVISION FOUR - MASONRY before owner move -in to be provided by Contractor and approved by owner. E2.1 - Lighting Plan 2 4-1 Unit Masonry - Concrete block units to conform with ASTM C-90. Provide D 'Z 1-10 Workmanship -All work executed at job -site to be performed in a first-class shapes and sizes required to complete the work with a minimum of cutting and 0 _0 and workmanlike manner in accordance with latest accepted standards and piecing. Provide reinforcement of the types shown on the Drawings. E3. 1 - Power Plan m LL practice for trades involved. Only workmen experienced in a work type to be C, N performed will be allowed to work. 4-2 Mortar- Provide mortar type "S" conforming with ASTM 270. E5.1 -Main Electrical Riser Diagram PLUMBING FIXTURE MENS WOMENS 1 N U 1-1 1 Change Orders - Changes in work to be accomplished or materials to be 4-3 Grout - Provide grout in accordance with ASTM C476. N MOl -Mechanicaecs OCCUPANCY > l Sp furnished shall be done by owner approved. L 4-4 Execution -Except as shown on the Drawings, lay up the concrete masonry TOTAL 63 1-12 Temporary Facilities -Contractor to provide for temporary water, power and units in running bond, tooling all joints except where scheduled to be stucco. 111) M . l - Mechanical Plan W C/LAV WC /LAV � C) } sanitary facilities as required by work. 4-5 Horizontal Joint Reinforcing B 33 17 _ 1 / 1 17 1 / 1 1-13 Protection of Work and Property -All material and equipment shall be 1. Truss design, minimum 9 gauge welded steel wire, 0.8 oz. hot dipped zinc M 6.1 - Mechanical Details CL properly protected and kept in clean condition. All work shall be kept to the limits coating. Reinforce horizontal joints continuous with vertical spacing of 16". of the property and protect neighboring property and landscape. All pipe ends 2. Masonry contractor shall provide 9-GA "Ladder" type "Dur-O-wal" horizontal MEWS URINAL 1 SUBSTITUTE 1 WC 50% -1 PROVIDED and parts of equipment left unconnected shall be capped or plugged. Any work joint reinforcement at alternate courses (16" c/c), typ, all walls. Dur-O-wal shall be PO-1 - Plumbing Specs N or equipment that is damaged shall be repaired or replaced as required at no cost continuous, with a minimum splice of 6". Provide prefab tees and corner sections Z to Owner. as required. All lintel reinforcing bars shall extend not less than 24" beyond each O side of all openings. P 2.1 - Sanitary Plan N 1-14 Testing and Laboratory Services - Inspections or tests required by code, ordinance or as indicated herein or on Drawings shall be the responsibility of and 4-6 Miscellaneous Masonry Anchors - Fabricated from 16 gauge steel sheet or P3.1 - Domestic Water Plan w > paid for by Contractor. 3/8" steel rod, with hot dipped galvanized coating. w 1-15 Substitutions -Any substitutions or approved equal substitutions will be 4-7 Fill Masonry Cells - @ door and window jambs and sills solid with mortar or submitted in writing to either Owner or Architect for approval. concrete. S I 1-16 Conflict of Information - if information is contradictory with different DIVISION FIVE - METALS instructions for the same aspect, contractor must report to architect. One information must not be used as more important as the other. the architect will 5-1 Miscellaneous Metals - Contractor shall furnish and install, or furnish for other , review and revise for the correct information. trades when required, all miscellaneous metal, steel, and metal fabrications p including, but not limited to, hangers, anchors, bolts, plates, supports, lintels, LU 1-17 Guarantees -General Contractor to provide owner with all manufacturer brackets, and other miscellaneous items necessary to frame or support the Work. w supplied guarantees at end of job. General Contractor and all Sub -contractors to w provide one year guarantees on building and all systems and equipment supplied 5-2 Coordinate Metals - Metals in contact with each other must be selected to ------ by contract for one year after Certificate of Occupancy. Any required repairs will avoid dielectric decomposition or supply adequate separating material between = be made without charge to Owner for materials or labor in this period. Air the two different metals. Metals/fasteners exposed to weather shall be stainless LD JOB # conditioning refrigerant cycles to be guaranteed for five years from CO. steel unless noted otherwise on the drawings. DATE b / 10 /19 Q SHEET 0 N O L .T a- O U COVEREDA/C AREA: • WINDOW SCHEDULE 3310 SQ FT. • 305 SQ FT. ALL EXTERIOR WINDOWS EXCEPT FRONT ENTRY STOREFRONT W/ MUNTIN DESIGN SEE 3-AS VERIFY WINDOWS MASONRY OPENINGS WITH MANUF. REQUIREMENTS GENERAL WINDOW NOTES - ALL WINDOWS SHALL BE CASED. ALL CASINGS SHALL BE NOMINAL 4' FLUTED WITH ROSETTE AT INTERSECTIONS AND ALL PAINTED SEMI -GLOSS - WINDOW EXPOSED HARDWARE SHALL BE OIL RUBBED BRONZE FINISH 613 . MATCH WITH ADJACENT BUILDING STYLE HARDWARE J-IV J-1 I 7 4" D.S. OFFICE 109 A: 125 sq ft G3 Aa C3 cq -- -- --- ,� 3'-1 2" 4'-0" z 3'-4 1 2" 4'-5 1 1 2" b'-8" 3' 1 II a II 4" D.S. I I \` I a 4" D.S, 12 -- _ 1'-0 IN ' OFFICE OFFICE 108 107 A: 89 sq ft A: 91 sq ft 4'-0" NOTE: 4" DIA D.S. DISCHARGE IN UNDERGROUND PIPE TO REMOTE BUBBLER - TYP ALL D.S. COORD W/ 4" D.S. LANDSCAPE GRADING PLAN '-6" 3'-1 2" 6'-11" OFFICE 106 �✓1 A: 87 sq ft 8'-5" 45° 4 a _ 0 \� o -------------•- 450 i WH SUPPORT 81�1,1 o ALIGN ATTIC ACCE S \ OFFICE W/ DBL CLG PANEL ���� o I AND TRUSS CENTER I 1 C1 A: 911 sq ft 11 s N 0 IA: 25sq ft 04 FIL ` FL II TYP. INT. i " ODRAIN DRAINO CASE DET. x - a, xX = r II COPY x _-__- O I - �: - 119 n� AS ft EQUIP _. jrnl I 1.16 V ` l / IA: 47 sq ft : , MEN WOMEN 117 11 A: 123 sq ft - A: 1438 q ft � II OFFICEcx Cff o A: 91 sq ft 1 �x� , 3' 3'_0„ o PO`-0" 4 1 1 ' S' 4"43_0lE`_ 4' S' 5'-1" (Cl CASED i OPNG o 2„ 1 0 — — — — —— -- 450 i ALIGN CORNERS x HALL`, _ 120 t - -:_._ _.---..... ................. A: 651 sq ft CONFERENCE "¢ 112 _ A: 188 sq ft 4" D.S. I G G 1 Flo®r flan SCALE: 1 /4" = k_t„ 9 CASED f RECEPTION OPNG 114 A: 98 sq ft - -- - - ---- - - 2 SEE INT DESIGIN DWGS FOR COUNTER DESIGN Z171�1�„ CASED T�N OPNG 8'-0" LOBBY 113 A: 182 sq ft (DADA ADA THRESHOLD C2 1 ih -1 11 z it Q I I 0(L A I I N - - - - - - - - - - - - - - - - - - - - CONFERENCE 100 A: 184 sq ft 4" D.S. II II 6'-1„ II II I I i I STONE VENEER TO MATCH ADJ BLDG COLOR AND STYLE TYP. 1 OF 4 C3 OFFICE 105 A: 71 sq ft CASED OPNG 0 OFFICE 104 A: 135 sq ft OFFICE 103 A: 90 sq ft ry} y ( SEEJN_LDDESIGN OFFICE DWGS FOR COUNTER/ 102 CAB DESIGN A: 93 sq ff i ®® CONFERENCE 101 A: 182 sq ft w 0 0 NOTE: 4' DIA D.S. DISCHARGE IN UNDERGROUND PIPE TO REMOTE BUBBLER - TYP ALL D.S. C DORD W/ LANDSCAPE GRADING F LAN 7-7" 6'-1 " C4 ALL EXTERIOR BLOCK WALLS SHALL HAVE FILLED CELLS PER COL. SCHED. OR AS NOTED 0 A/C ELECTRIC SERVICE , A SEE 4-A6 0 w Lu w Lu w x O it J J Q Q` 0 N Q __c N E Q U o � U u U c .0 `a U a o 0 p a) J +-= N L CL m 3 7o ZC3 N� m O j N N U 1 J W } N O p N +— W w r�l a 0 cn O to Lu JOB # DATE 6 / 10 /19 SHEET Al SPEC. continue.. DIVISION SIX - WOOD AND PLASTICS 6-1 Lumber - All lumber permanently incorporated into the structure shall be air or kiln - dried and shall contain not more than 19% moisture. Elevate and cover lumber on site to protect from moisture. All lumber and plywood shall be identified by grade stamps. 1. Min allowable flexural bending stress for beams shall be 1500 PSI at normal load duration. 2. Min allowable horizontal shear stress for beams shall be 90 PSI, 3. Min allowable modulus of elasticity for post or beams shall be 1,500,000 PSI. Framing lumber to be #1 or better, minimum Fb=1200 PSI. All general framing members; blocking, bracing, and nailers, shall be Group 2 lumber, kiln -dried 2x6's minimum Fb=1100 PSI, 2x4's min. Fb 1800, provided as required, or where noted. All studs to be straight and true. Provide blocking at all windows and sliding glass or french doors for drapery installation. 6-2 Furring shall be 20 go steel hat channel, installed as required using shims, if necessary, to provide a true planer surface for finish materials. Ceiling is to be shimmied for smooth gypsum board finish where gypsum board finish is required. 6-3 Wood in direct contact with concrete, masonry, or soil shall be pressure treated with the requirements of the standards of the American Wood Preservers Association. 6-4 Wood Trusses 1. Wood trusses, beams and Roof systems by truss company, shall be designed and certified by a Florida Registered Structural Engineer. Shop drawings complete with structural load reactions must be submitted for approval and verify anchors stated on drawings . Installation and temporary field bracing shall be in strict accordance with manufacturers specifications and applicable codes and standards. Approved galvanized truss anchors shall be provided at each bearing. Installation shall separate bottom chord of trusses from concrete (where applicable) with either 30# felt or SBCCI approved galvanized or stainless truss seats. Truss manufacture shall supply architect shop drawing sheets of designed truss with bearing loads and uplift loads for review and approval prior to manufacturing. 2. Provide 2 x 4 bridging at 8' - 0" c/c at the bottom chord and as otherwise called for on the truss shop drawings. Adequate bracing and bridging shall be used during erection of the trusses to prevent collapse or damage to the trusses. 3. Supports for top chord or ceiling hung mechanical equipment and other items supported by the wood trusses shall be attached to the trusses at panel points. The general contractor shall coordinate the installation of those items and assure that provisions are made in the design of the truss by manufacturer for the concentrated loads imposed and dimensional size / weight of the equipment. All dynamic (with moving parts) shall be spring hung absorbing sound transmission and movement. 65 Field Measurements Truss manufacturer to tak e measurements in field as required to verify or supplement dimensions on drawings and assume responsibility for fit of wood trusses. 6-6 Wood in direct contact with concrete, or masonry shall be pressure treated with the requirements of the standards of the American Wood Preservers Association. SBX Sodium Borate pressure treated wood shall be used against concrete or masonry that is not exposed to water or exterior elements. Alkaline copper (ACQ-C/D) or Copper Azole (CBA-A or CA-B) shall be used for exterior applications. Wood in contact with soil shall be marine grade treated. 6-7 Rough Carpentry - Select material so that knots and defects will not interfere with placing bolts or proper nailing. Produce joints which are tight, true, and well nailed, with members assembled in accordance with the Drawings and with pertinent codes and regulations. Lumber may be rejected by Architect or Owner, whether or not it has been installed, for excessive warp, twist, bow, mildew, mold, as well as for improper cutting or fitting. All wood stud walls shall be 16" on center unless noted otherwise and shall be straight, true and plumb to a tolerance of 1 /8" in 10 feet. Ceilings to be shimmied as required to level to 1 /8" in 10 feet. Provide blocking as required for installation to support all finish or trim items. Provide blocking above all windows and sliding glass doors for installation of drapery hardware. Comply with "Fastening Schedule" of the F.B.C. 2017 edition and other fastening requirements contained in the pertinent regulations of governmental agencies having jurisdiction. 6-8 Finish Carpentry Interior trim to be paint grade poplar as shown on drawings, with painted finish. Unconditioned areas shall have all wood primed all sides. All doors and windows to be 4" fluted wood jamb/head cased painted per drawing. All rooms (excluding bathrooms) shall have 6" wood base trim. The profile shall match the some size and style of the adjacent building trim and approved by the owner. Bathrooms shall have coved ceramic the base as selected by owner. Produce joints which are true, tight, and well nailed with all members assembled in accordance with the drawings or directed by the owner. Make joints to conceal shrinkage, miter exterior joints, cope interior joints, miter or scarf end -to -end joints. Install trim in pieces as long as possible, jointing only where solid support is obtained. Finger joint not allowed if stained finish. Sandpaper finished wood surfaces thoroughly as required to produce a uniformly smooth surface, always sanding in the direction of the grain. No coarse grained sandpaper mark, hammer mark, or other imperfection will be accepted. 6-9 Metal fasteners, clips, holddowns - All model numbers are per Simpson Strong- Tie Company, Inc. If an alternative manufacture is used - submit allowable loads, capacities to the architect for approval. 6-10 Sheathing 1. Roof Sheathing - shall be 4' x 8' x 5/8"(min.) CDX plywood. Install the panel's long dimension perpendicular to the framing. Sheathing fasteners shall be 8d hot dipped galvanized ring shank nails unless noted otherwise: Zone 1 - 6"o.c. at edges and 6"o.c. at intermediate framing Zone 2 - 4"o.c. at edges and 6"o.c. at intermediate framing Zone 3 - 3"o.c. at edges and 4"o.c. at intermediate framing use 8d ring -shank nails and adhesive within 5' of a gable end. 6-12 Metal fastener materials Standard (G-90) treated metals may be used on untreated, Chromated Copper Arsenate (CCA-C), or Sodium Borate (SBX) treated wood only. ZMAX (G-185) , Hot Dipped Galvanized (HDG), or stainless steel treated metals must be used in Alkaline copper (ACQ-C/D) or Copper Azole (CBA-A or CA-B) treated woods. 9 1] HORIZONTAL R2 DECO MEDA 3 STANDING S1 4 FRIEZE 1 1 GUTTER / DC © GLASS WIND FZ STONE VENE est Elevation LE:1/4 = 1'-0" PATTERN STUCCO REVEAL METAL ROOF iPOUT SYSTEM WITH MUNTINS 3 BLDG SLAB PORCH SLAB _ P RC 31 AB 1 i y WX 04 3 J V) i O 0- •a m 3 a� 7C) Z C3 >% N 0 75 O O a m LL_ N N � � U N J N O V) 0 JOB # DATE 6/ 1On9 SHEET Z0Z01 tiO0411LU' DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION 7-1 Waterproofing -Coordinate waterproofing with other trades and make provisions for their work to avoid cutting and patching. 7-2 Insulation - Provide Icynene Insulation system for total insulation. A min. of 9" thickness shall be applied to the underside of the roof sheathing. Protect all exposed surfaces from overspray. Guard against bleed-thru or remove excess as required. Provide the following insulation: All ceilings - R-20 foam spray against roof decking. 6" or 4" interior frame walls shall have a min. of 3" batt or foam sound insulation. Exterior masonry wall insulation - R-4.2 rigid foil face rigid board full sheets with adhesive to CMU. 3" unfaced mineral wool insulation (without kraft paper or foil) shall be installed on top the suspended acoustical panels for sound insulation. 7-3 Roofing - Provide standing seam snap lock or crimped metal roof 24 ga. min. and a 30 year guarantee. the standing seam shall be no more than 1 " high. The color and profile shall match exactly the adjacent building roofing and approved by the owner. Installation shall be for a complete weatherproof system with all applicable accessories (including but not limited to hips, valleys, eaves, flashing, mortar, color, vents, color coord.) as recommended by the manufacturer. Provide 90 LB 'peel and stick' underlayment and all nail fasteners shall be HDG or stainless steel. 7-4 Flashing and Sheet Metal - Provide flashing and sheet metal not specifically described in other sections of these specifications but required to prevent penetration of water through the exterior shell of the building complying with pertinent recommendations contained in current edition of SMAACNA's "Architectural Sheet Metal Manual." All flashing to be min 16 ounce copper or compatible roof material finished metal. 7-5 Sealants and Caulking - Standard caulking compound shall be a one part urethane sealant. Color shall be manufacturer's standard paintable grade. Window and Door perimeter and buck Sealant shall be continuous Vulcum. 7-6 Infiltration Barrier- Building to comply with Florida Energy Efficiency Code for Building Construction Infiltration practice #2 min. Provide code approved infiltration barrier. 7-7 Building (Felt) Paper - Install where indicated on drawings. Shall be Asphalt saturated felt, non -perforated ASTM D 226. DIVISION EIGHT - DOORS AND WINDOWS 8-1 Doors and Frames - Provide all doors and frames hung true and plumb as indicated on schedule. All interior doors shall be Jeld-Wen 1 panel tempered glass solid core 1 3/4, paint grade unless noted otherwise (bathroom, utility rooms, etc. ). 8-2 Windows - Provide all fixed glass true and plumb as indicated on schedule. • All windows shall be fixed, laminated glass with muntin design as indicated on the elevations. V decorative ogee exterior and interior muntin. The manufacture shall be PGT series 7720A with bronze anodized aluminum frame to match existing building windows. 8-3 Storefront- Provide 2" x 4 1 /2" aluminum esp bronze finish ( to match existing PGT windows) as manufactured by KAWNEER trifab VG series 451. provide complete system with break trim, stops, base, transoms mullions all finished for consistant finished units. Anchors and fasteners per manufacture shop drawings for 165 mph wind loads, exposure C. Glazing shall be two layers 3/16" H.S. tinted (to match other windows) laminated impact resistant glass. Entrance doors shall be Terrace doors 2000T by Kawneer. supply with concealed DCN closer, panic bar and passage lock exterior only. 8-4 Window and Door Bucks shall be 2x thickness and anchored into a solid concrete or grout jamb with 1 /4" x 3 1 /4" masonry screw lie. tap -con) for 1 1 /4" min. embedment at 12" oc and each end. 8-5 Mirrors - Provide clear plate glass mirrors as indicated on interior elevations. Mirrors to be Type I, Class 1 (FS DD-G-451) with silver coating, copper protective coating and 2 mil thick paint coating, comply with CS27. Provide mirrors of full width per interior elevations and framed per interior designers selection. GENERAL DOOR NOTES - ALL DOORS SHALL HAVE WALL OR FLOOR MOUNTED DOORSTOPS - ALL DOORS IN THE MEANS OF EGREES SHALL COMPLY TO FBC 2017 SHALL BE A SINGLE ACTION RELEASE AND SHALL NOT REQUIRE A KEY OR A TOOL OR SPECIAL KNOWLEDGE TO OPEN FROM EGRESS SIDE VERIFYING KEYING SCHEDULE WITH TENANT, MASTER - SUBMASTER SYSTEM REQUIRED - ALL DOOR HARDWARE SHALL BE ACCESSIBLE PER ADA AND FBC DOOR FRAME SHALL BE WOOD PAINTED SEMI GLOSS. ALL CASINGS SHALL BE NOMINAL 4" FLUTED WITH PLINTH BLOCK AND ROSETTE ALL PAINTED SEMI -GLOSS - DOOR HARDWARE SHALL BE OIL RUBBED BRONZE FINISH 613, LOCK SETS SHALL BE INTERCHANGEABLE CORE. MATCH THE LEVER STYLE LOCKSET WITH ADJACENT BUILDING STYLE HARDWARE South Elevation SCAT F 114" = F-0" North Elevation = 1,-0,, 17 l unPl7nKITAI PATTrpKi CTII('('n DFVFAI SLAB • Q. 0 0 w LU w LU w m 3 Z L O V O A' m 4 > N L � N O O ox 0� cn Z O w JOB # DATE 6 / 10 / LET 3 DIVISION NINE - FINISHES 9-1 Stucco - A light texture finish field and smooth finish trim to match existing building where indicated for contrast. Provide sample board for owner approval. finish shall be uniform through -out entire building. Portland cement plaster mixes and composition: 1. 3-coats over metal lath: scratch coat- 1 part portland cement, 3/4 part lime, 2 1 /2 to 4 parts sand. brown coat- 1 part portland cement , 3/4 part lime, 3-5 parts sand 2. 2-coats over concrete unit masonry: base coat- 1 part portland cement, 3/4 to 1 1 /2 part lime, 3-4 parts sand 3. finish coat: 1 part portland cement, 3/4 to 1 1 /2 part lime, 3 parts sand.. Provide vinyl stucco reglets, reinforcing, and beads for straight, parallel, constant lines. 9-1 Gypsum Wallboard 1. Work shall be done in strict accordance with the standards established in the U.S.G. Drywall Construction Handbook, latest edition, or comparable publication by other manufacturer, particularly in regard to fastener spacing and treatment of joints and corners. 2. Gypsum board Ceilings to be slick smooth finish, all walls to be smooth finish. 3. Fasten wallboard with 1-1/4" type W bugle head screws. Space screws 4" OC at perimeter and 8" OC in the field on 24" OC framing min. Glue ceilings and walls. 4. Provide 5/8" wall board on walls, 5/8" on ceilings. 5. Provide a complete system of metal trim formed from zinc -coated steel not lighter than 26 gauge. (Corners, .1-mold, etc.) 9-3 Painting 1. Prepare substrate and apply paint coatings in strict accordance with recommendations of the manufacturer of the approved paint system. 2. All surfaces shall be covered with the minimum number of coats as listed. Additional coverage shall be provided as required to cover all holidays. 3. Protect all exposed floors, porches, patios, walls, windows, etc. as required for full protection. 4. Sand with fine sandpaper between all coats applied to wood. 5. All coats must be thoroughly dry before application of additional coats. 6. Clean all surfaces, sand, putty, and spackle as required before painting. 7. Finish tops and edges of all doors some as face. If bottom of door is cut, paint this surface. 8. Paint residue or overspray shall be removed from adjacent unpainted surfaces by painter. 9. Verify all stucco surfaces are properly cured before painting. PAINTING SCHEDULE All paints to be Benjamin Moore or approved equal or as noted. Exterior Stucco: 2 coats Moorgard Exterior Wood (stain): 1 coat Moorwood semi -transparent Latex Stain 098 Exterior Wood (painted): 1 coat exterior Moorgard primer, 2 coats Moorgard Interior Wallboard: 1 coat Moorcraft Latex Primer Sealer 1 coat Moore's Regal Wall Satin Interior Ceilings: 2 coats Regal Wall Satin, Decorator's White. Interior Doors and Trim: 1 coat Moore's Alkyd Enamel Underbody 2 coats Moore's Satin Impervo Enamel Provide a paint sample on each and every specific material of color and sheen for owner approval prior painting actual material. 9-4 Flooring 1. Provide and coordinate flooring material, transitions and accessories with the space planners specifications. 9-5 Ceiling Finish 1. Aluminum 'T' grid with ESP white finish. the suspended grid shall be installed level w/ wire ties or rods as suggested by the manufacture and adequate for the total system. 2. The acoustical panels shall be white fissured with recess mount to match the existing adjacent building's finish and style. DIVISION TEN - SPECIALTIES Provide specialties and install specialties as noted. Provide all blocking, recesses, etc. as required for installation of specialties. 10-1 Bath Accessories 1. All bath accessories shall be stainless steel as specified on the MEP drawings and are to be approved with Owner. 10-2 Kitchenette cabinets - the contractor shall Provide a cabinet shop drawings, hardware, finish and detailing as required for a complete system as indicated on the space planning drawings. Design and review and approval shall be by the interior designer. 10-3 Appliances (refrigerator, microwave, etc ) shall be provided by the owner, the contractor will install with connected services. 10-4 Gutters - all gutters and downspouts where indicated on the plans shall be installed. The gutters and downspout shall be profiled shape gutters and downspouts made of aluminum to match the adjacent building's gutters and downspouts. all accessories and fasteners of the guttering system shall be made of aluminum or HDG. The material shall be factory ESP finish to match adjacent building material color. Downspout discharge must be received into under gound piping inlet and routed to a lower discrete elevation. See landscape grading plan. ELEVEN - EQ UIPMENT UIPMENT Q Provide and install equipment as indicated. Provide all blocking, recesses, chases, power, etc. for installation of equipment. Provide Owner with all operation manuals, warranties, etc. as provided with all equipment. 11-2 Built-in items 1. Attic Access: provide fixed steel rung ladder stair to attic hatch as indicated on plans. DIVISION FIFTEEN - MECHANICAL 15-1 See Mechanical Engineer Drawings DIVISION SIXTEEN - ELECTRICAL 16-1 15-1 See Electrical Engineer Drawings 3-A6 II ———— ——— — — — ——— F\h INS ATION' PRiAY T -- 1 ' RDEC ING ONT. TF E i' TENTIRE ROfF I i I i MECH EQUIP ATTIC I I I I I I I I I I I I of I I I i I I I I10I I I o i I I I I I v <s�/y�' 1«. 4 o ACOUSTTIICALPANE PVE ALL ANELS: SUSPENDED ACOUSTICAL I PROVIDE 3" UNFACED MINERAL WOOL FOR SOUND PANELSJK ATSI INSULATION SEE BATH INTERIOR ELEVATIONS I b o o o TYP. ALL INTERIOR WALLS: PROVIDE 3" BATT INSULATION FOR SOUND INSULATION L, �" y,s `� n: $4��'a�:Y iq , \ � ., v/ \ � \ ,.\ �\ .. ...,, � , eMF� •'��'J ��'`�: '.\ ,. " frig'-`: po:. �c'3 tl "y� / i \ \ \ 1 Building Section SCALE: 1 /4" = V-0" 0011 Y, FOAM INSULATION SPRAY TO II ROOF DECKING - CONT. THE ENTIRE ROOF II TYP. ABOVE ALL SUSPENDED II i ACOUSTICAL PANELS: II PROVIDE 3" UNFACED " MINERAL WOOL FOR SOUNDt r { II INSULATION MECH EQUIP ATTIC MIN 3/4" T/G PLYWD DECK I II 1 f, r _ L X, : „o..vw.a,y ALL :y."• 4 _..ha°Tcw >ay c. TYP. ALL INTERIOR WALLS: kk p PROVIDE 3" BATT INSULATION FOR SOUND INSULATION / a KIN i v % f x r, Y r: < \ ,\ \ \ \ f \ Building Section L SCALE: 1 /4" = 1'-0" N E U U o Q a o U 0 0 m 0 u 0 C o ao N a Z N $ m V^ N � D 0 3 OC C Cl) LL a t o h O c o N O o � O w d L u N O 0 o. 0 L o � t J N a 0 a--• O I IL i m W 7C) Z � } — m O 0 > V L ry o c i I� H O �- I � CL I I ` ILLJ ry Y N i h 0 > *r:Q .� ��l w LU \, G JOB # DATE SHEET 0 N L 4 0_ 0 U r� SUALL: 1/2" = 1 -U CER, TILE THIN SET 5/8" DENSEGLASS BD 1 LB MASS VINYL CONT. 2X4 WD STUD 12" OC STAG'D 2. 3" SOUND BATT 1 LB MASS VINYL CONT. L -1 5/8" DENSEGLASS BD CER, TILE THIN SET MTL FRAME INTERSECTION PLAN VIEW 1 1' HGT 9' HGT BASE W/ }' COVE / SEALANT r WALL TYPES crAl F• a^ = T-n- -TOP PLATE TO FASTEN TO WD TRUSS OR USE 2X BLK'G 24"OC AS NECESSARY EXTEND MASS VINYL AND INSUL CONT. TO TOP PLATE ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL -FOR CONT. 9' HGT FULL HGT- SEE INT ELEV CER, TILE THIN SET 5/8" DENSEGLASS BD 1 LB MASS VINYL CONT. 2X4 WD STUDS 12" O.0 STAGGERED W/ 1" TYPE S DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS - STAGGER ALL JOINTS 24' MIN 2. 3" SOUND BATT 1 LB MASS VINYL CONT. 5/8" DENSEGLASS BD CER, TILE THIN SET 2X6 PT SILL W/ 1 /4" X 3 1 /4" MAS SCREW 24" OC CONC. SLAB W/ SLOPE WINDOW MANUF STRUCT. MULLION 7/8" W. RAISED MUNTIN ADH. TO BOTH SIDES OF GLASS TO MATCH ADJ BLDG STYLE ` 03 CER TILE BASE W/ COVE / SEALANT DIAGONAL BRACING 2' OC TO STRUCTURE MIN HEADER DETAIL TOP TRACK TO FASTEN TO WD TRUSS OR USE 2X BLK'G 24"OC AS NECESSARY 11' HGT _ o L 10' HGT ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL FOR CONT. COVERAGE CER. TILE THIN SET 5/8" DENSEGLASS BD 1 LB MASS VINYL CONT. 4"/ 6" 20 GA MT'L STUDS W/ 1" TYPE S DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS - STAGGER ALL JOINTS 24" MIN 3" SOUND BATT 5/8" GYPBD PTD 22 GA MT'L TRACK W/ 7/8" HILTI PAF X- UP8S AND WASHER @ 24" OC 6" WD. BASE - TO MATCH ADJ BLDG PROFILE CONC. SLAB 4" MTL STUD 24" O.C. W/ TRACK EA END SUSP. ACOUS. PANEL CUG FIN W/ 3" MIN. WOOL INSUL FQPLCQNT. QO_VUAGE 4" MTL HDR W/ BLK'G AS NEEDED W/ 5/8" GYPBD FIN ra ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL FOR CONT. COVERAGE 10' HGT 5/8" GYPBD. PTD 6' 20 GA MT'L STUDS 24" O.C. W/ 1"TYPE S DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS - STAGGER ALL JOINTS 24" MIN 3" SOUND BATT 5/8" GYPBD. PTD 22 GA MT'L TRACK W/ 7/8" HILTI PAF X-UP8S AND WASHER @ 24" OC 6" WD. BASE - TO MATCH ADJ BLDG PROFILE CONC. SLAB ROOF DECK W/ FOAM INSUL WD TRUSS 1/2" CDX PLYWD W/ TAPE AND COMPOUNT JT. DRAFT STOPPING LIMIT OF WD TRUSS BOTT CHORD 4" MTL FRAME WALL W/ 5/8" GYPBD SUSP. ACOU. PANEL W/ BATT DRAFT STOPPING NO SCALE 11' HGT 0 TOP TRACK TO FASTEN TO WD TRUSS OR USE 2X BLK'G 24"OC AS NECESSARY ALUM. GRID FOR 2X2 S.A.P. FROM WIRE W/ 3" MIN. WOOL INSUL FOR CONT. COVERAGE 10' HGT 5/8" GYPBD. PTD 4" 20 GA MT'L STUDS 24" O.C. W/ I" TYPE S DRYWALL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED. STUDS - STAGGER ALL JOINTS 24" MIN 3" SOUND BATT 5/8" GYPBD. PTD 22 GA MT'L TRACK W/ 7/8" HILTI PAF X-UP8S AND WASHER @ 24" OC 6" WD. BASE - TO MATCH ADJ BLDG PROFILE ;CONC. SLAB INSTALL CHAIR MOULDING BOTH OF ALL HALLWAYS SCALE: 1 /2" = 1'-0" LIMIT Of TRUSS BOTT CHORD MASONRY OPENING VERIFY W/ DR MANUF TEMPERED GLASS TRANSOM / SIDELITES Storefront Elevation SCALE: 1 /2" = 1'-0" OCK AT EA TERSECTION ADJ BLDG :ASING TO U. BLDG TRIM 3L FIXED ✓D STOPS JE / TEMP DOORS ULDING TO U BLDG TRIM TO MATCH TRIM ILOCK AT SASE DN TO MATCH TRIM w Z z O oz ¢ oz w O �o z O ¢Lu w w w Lu af 2X4 ANOD. ALUM _ STOREFRONT U t T Q 0 U m Z � O 7C) O 000 j N � O U > N J L m O cn 0- CL V) 0 N w c' JOB # DATE 6 / 10 /19 C1-IFGT I 3" UNFACED MIN. WOOL LAYED ON SUSPENDED ACOUSTICAL PANELS 4" COVE MOLDING YKIMCU / Y I U HLL JIUCJ ;; BM BEYOND W/ STUCCO FIN INT. CLG FIN BUTT TO STOREFRONT HEAD '°-'- STOREFRONT DR. / TRANSOM / MULL 2X4 PT NAILER SHIM AS NEEDED FOR SMOOTH ROOF PLAN 2X4 PT NAILER W/ 5/4 AND 1 X3 FASCIA AND CONT ROOF MTL DRIP EDGE POUR'D CONC RAKE BM STEPPED W/ V-0" MIN DEPTH STUCCO SM. FIN. (5/8" THK) 8" CMU W/ HORIZ. REINF. 16" O.C. #5 VERT IN SOLID GROUT. SEE PLAN FOR LOCATION. 2-COURSE FILL CELL BOND BM (64) CONTIGUOUS 3 SIDES (FRONT GABLE WALL HORIZ REINF NOT REQ.) COORD SIGN MOUNT TO FILL CELL SOLID IF NEEDED I I i v I I I _J FLUSH CONC. CAP TO KEEP WEATHER OUT OF COL.' SOFFIT 5/4 HARDI BD Stv DECO BM TRIM W/ 2X PT BLKG - SEE REFL. CLG PLAN FOR LAYOUT '. 4" DIA BULLNOSE STUCCO.. --- PROFILE CONT. / MITER CORNERS MAS COL. BLK SEE C3 I PROCH COL-� PLAN VIEW STONE VENEER TO MATCH ADJ BLDG STONE W/ 16 GA CORRUGAT'D MAS TIE ADA ALUM. / EXT. FL FIN. WITHIN 1/2" THRESHOLD / FLUSH W/ INT. FL FIN IG/ SLOPE DN 3" xv r x T,. 3 COVERED ENTRY WALL SECTION SCALE 3/4 " = 1 ' - 0 " STONE VENEER T MATCH ADJACE T BLDG STONE STYLE AN COLOR z. i y l V , ' \ > STAND'G SEAM MTL ROOF 30# FELT PLASTIC TAB 5/8" CDX PLYWD WD. TRUSSES 24" O:C. BY FL. ENG. W/ TRUSS MANUF. R. 20 FOAM INSUL. 5/8" GYPBD. (SMOOTH/PT-D. FIN.) TRUSS ANCHOR / SEAT HETAL 20 EA. TRUSS U.N.O. 8" W. CONC. TIE BM. (SEE FRAMING PLAN) 2 X 4 SUB -FASCIA AND 5/4 X 6 AND 1X3 SMOOTH HARDIETRIM FASCIA AND CONT MTL DRIP MATCH ROOF MATL / FIN 2 X 4 P.T. NAILER & 2 X 4 FRAM'G 1 ' b" 24" O.C. TYVEK AND FELT BACK OVERHANG HI -RIB LATH AND STUCCO FIN TYP CONC. WA z W WINDOW SCALE 3/4" = 1 ' - 0 " 8 X 8 PRECAST CONC. LINTEL FILL SOLID DRIP RECESS 1X P.T. BUCK (TYP.) W/ WINDOW PRODUCT APPROVAL ANCHORED INTO CMU MIN. 2X P.T. SILL PLATE W/ 1/4" X 3 1/4" MAS SCREW 12" OC AND 3" FROM ENDS W/CONT PERIMETER COAT OF 'VULCAN' SEALANT STUCCO SILL SLOPED 10 DEG. .� 8" MIN GROUT SOLID WINDOW SILL BLK. —STUCCO SM. FIN. (5/8" THK) 8" CMU W/ HORIZ. REINF. 16" O.C. #5 VERT IN SOLID GROUT. SEE PLAN FOR LOCATION. R - 4 RIGID INSUL. W/ ADHESIVE 3/4" FURRING 24" OC 5/8" GYPBD. 1 1/2" BLK. RECESS #5 DOWELS W/ 9" 90 DEG. BEND ' AND 26" MIN EXTENSION 6 X 6 / 1.4 X 1.4 WWF (DOUBLE x' \ 36" WIDE PERIMETER) MONO. CONIC. FT'G - SEE FOUNDATION PLAN. LL SECTION O C DECO PYRAMIDAL PVC � POST CAP PVC TOP RAIL W/ OGEE c EDGE AND CONCEALED S.S. SCREWS UNDERSIDE U a U m `o 4" SO PVC REINF. POST 0 v 0 PVC JAMB CHANNELS o FOR LATTICE PANEL :E IL n 'VC STRUCTURAL POST N a 1/4" PVC WHITE POST � LATTICE PANELS FULL SECTION SHEETS BTWN POST o' r 3 4" PVC BOTT RAIL o PT WD POST SET IN CONC FTG a RAILING SECTION SCALE 3/4" : 1 - 0 " STAND'G SEAM MTL ROOF 30# FELT PLASTIC TAB 5/8" CDX PLYWD WD, TRUSSES 24" O.C. BY FL. ENG. W/ TRUSS MANUF. R. 30 BATT INSUL. 5/8" GYPBD. 1� (SMOOTH/PT'D. FIN.) s y TRUSS ANCHOR / SEAT HETAL 20 EA. TRUSS U.N.O. �y ' 8" W. CONC. TIE BM. /��,r (SEE FRAMING PLAN) 2 X 4 SUB -FASCIA AND 5/4 X 6 AND 1X3 SMOOTH HARDIETRIM FASCIA AND CONT MTL DRIP w o MATCH ROOF MATL / FIN 2 X 4 P.T. NAILER & 2 X 4 FRAM'G 24" O.C. TYVEK AND FELT BACK HI -RIB LATH AND STUCCO FIN s • s� 'o. X ;1 TYP. WALL SE SCALE 3/4"= 1 '-0" 1/2" X 1 1/2" PVC STUCCO REGLET - SEAMLESS AND STRAIGHT LEVEL LINES FINISHED TO MATCH ADJACENT STUCCO STUCCO SM. FIN. (5/8" THK) 8" CMU W/ HORIZ. REINF. 16' O.C. N #5 VERT IN SOLID GROUT. SEE PLAN FOR LOCATION. R - 4 RIGID INSUL. W/ ADHESIVE 3/4" FURRING 24" OC 5/8" GYPBD. 1 1/2" BLK. RECESS 5 DOWELS W/ 9" 90 DEG. BEND At D;26" MIN EXTENSION �� 6V10E PERIMETER) PERIM MONO NC. FT'G - SEE FOUNDATION PLAN. ION .d W Lu w w w m rl OF* co m 3 d Z ♦— D — S O O W m LL Oj N � � U N J } N � O 0 Tn } 0� O 0- U) Z O cn w JOB # DATE 6 / 10 /19 SHEET 0 N s T 0- U COLUMN SCHEDULE TYPE DESCRIPTION 4" x 4" x 5/1b STL (Fy 46 KSI) COL C1 STLL W/ BASE PLATE FBELOW SLAB � ON PAD FT'G SEEE FTG 'E' AND 6-A8 BOTT PLATE 8" x 12" P.C. COL W/ 4 • #5 VERT C2 AND #3 TIES 12" OC DOWEL 36" LAP 1 1 /2" CLEARANCE OF FORM 16" x 16" MAS. COL BLK FILL SOLID W/ C3 4# 5 VERT. AND # 3 STIRRUPS 12" OC DOWEL 36" LAP 1 1 /2" CLEARANCE OF SHELL bo TYPICAL EXT. WALL REINF. 8" x 8" x 16" CONC COL BLK W/ #5 VERT IN FILLED CELL CAS y CMU WALL LESS THAN 10' - 32" OC 1'-3 88" CMU WALL GREATER THAN 10' - 24" OC (EXCLUSIVE OF TIE BM) 8" x 8" x 16" CONC COL BLK W/ #5 C5 VERT IN EACH CELL FILLED °C6 FOOTING SCHEDULE TYPE DESCRIPTION T.O.P. iv �t 8 # „ 24' x 20" CONC MONO FT'G W/ 0'-0" [A> 3 • #5 CONT 4'-0" WIDE DB'L LAYER 6 X 6 10/10 WWF @ PERIMETER 3" CLR BOTT y_* 8" �[ 36" x 20" CONC MONO FT'G W/ 0'-0" 4 • #5 CONT ~ 4'-0" WIDE DB'L LAYER b X 6 10/10 D WWF @ PERIMETER 3" CLR BOTT 3.0.. 8" x 20" CONC THKN SLAB W/ #5 VARIES CONT ( C 4' WIDE DB'L LAYER 6 X 6 10/10 WWF AT PERIMETER X/ 3" CLR BOTT NOTE: MECH. EQUIP PAD SHALL BE 12" DEEP 3/8C.J. AT ORIGIN OF SLOPE 32" x 20" CONC THKN SLAB FT'G W/ 3 0'-0" FRONT k--- - p • #5 CONT AND 1 •#5 ADD ENTRY D � _ _ _ _ _ 66 STEP DN 4' WIDE DB'L LAYER 6 X 6 10/10 WWF AT STEP DN HC ACCESS TREAR 3" CLR BOTT 0'-0" / -6" EAR ACCES G8"�� ^ i-Jpig #5 TRANSVERSE 12" OC 3 i 42" x 42" X 12" CONC PAD FT'G W/ 711 59 45 CONT EA WAY - T/B COVER COL PLATE W/ BITUMIN 1, BOND BREAK FROM SLAB - CJ PER PLAN — 3" CLR BOTT ORIGIN OF SLOPE 0'-01, SLOPE TO 7" THKN CONC SLAB W/ 4' WIDE DRAIN _ _ �'� DB'L LAYER 6 X 6 10/10 WWF AT STEP DN L e° 3" CLR BOTT 8 _1(Y' I. 1.41_11; 1 -2 L i, A 1 -2" m Lo , U C L___ 5"STEP DN & a 8 Vr e ! b 4 8n r p---------------------''___�--------- ------ - - - - - - 1nx L,'...1 >4' ® I GIs ---- _ -- ----�- _. -- - -- - -__- #5 DIAGONAL BARS AT j�\ ( Ln INSIDE CORNER n I 1 I I i I Q I I T-0" Ln • I (F TYP. I I _ _ SLOPE BREAK 1/8" : 12" I ....... .... MIN. TO FL DRAIN LL I t FL / �f 1 T, r/ 4''fL I 1 ��AIN II I1 DRAIN L E I I /LJ t_J1 --J L— u' ZIBELOW 2l' BELOW A I `l FIN FL FII� FL ��1 1 D • .I III I/ I I l I I rr �I ! I it I v / CJ I I L �__Jq I • I I TYPICAL: I 4" THICK 3000 psi (MIN) CONC. SLAB W/Cx6" I 10/10 WELDED WIRE FABRIC AND FIBERMESH 1 ON CLEAN 95% D.D. COMPACTED TERMITE I TREATED FILL (TYP) ( MAIN BLDG / COVERED I PORCH / A/C EQUIP.) . `o ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING I CORNER BARS W/A MIN. LAP SPLICE OF 28" I• #5 DIAGONAL BARS'AT I QQINSIDE CORNErR- "V _ _ _ _ _ _ _ _ _ �— .— — _. — — _ _ _. J Q I • L____________________________jr____ __-- ---____-' Foundation Plan SHALL: 1/4 = -----_-._.--._.- L - THRESHOLD f Z I O < Lu ao 0 �I O' I V) I I I I I L------------A---------77 F. y 00 8A 1'-0" 1-20'-8" 0 u 0 A NOTE: FRONT AND REAR COVERED ENTRYS WITH TROWEL NON -SLIP CONC FIN AND PROTECT FOR FINAL FINISH / COORD. SLAB ELEVATION IF ALTERNATE FINISH THICKNESS IS SELECTED. FENCE FOOTINGS: V-0" DIA X V-10" DEEP 2500 PSI CONC. W/ POD SET IN -SEE 4-A6 3-8" r— — 2----� it A4 I n 1 o I Z } O o I I I I r e,e r` i~ 3'-8" 3'-8" 3'-8" i+ i m 3 4) 7C) Z I) Elm- 05 O 4 _O LL ix N / J L } N O N' A, W L O I= O` V) Z O w ry l�� " 46 KSI ST'L TUBE COL 2 PART URETHANE SEALANT FULL PERIMETER ' 1/2' RIGID J DENSE WRAP PERIMETER oor 1 i � j L/ EPCM WRAP PERIMETER -- i —• Lz �, L a r Apt 2" X 2" X 3/4" ST'L BASE PLATE W/ \ 8" I ONINK LEVEL GROUT COAT (,ON777777IN BITUMEN BELOW SLAB 4- 3/4" DIA. X 8" A.B. W/ 2 HOOK AND NUT & WASHER #5 TOP ABOTT SEE FOUN LAN�� _ ----------- � - i IV E FOOTING S1CHE'6' SE' 1 :.:'a C� t,> G h a C! C in ,� (�. r'�. cJ t.> Lr � ,.7 �,� rr � t'> ;.r...t� t� L L) f L A �) f. Il. • <.ifj_\:)('� ,. �. � f7 , <-' Q 1� C; �\ L)'v J V r ; y �,_J . r " a v., . -, � f � �.-, � � . %- . � `C -7 (^i..' . %... -, C7 r'r t � `� ✓ . r 7 _. � ..11 � `✓ � i STEEL COL BASE PLATE SCALE: 3" = V-0" 5 2" 5 1 I 1 2'. f FL TRUSS W/ PAN L POINT AT CENTER I I I I 3 PLY TRUSS - 0 COORD W/ I I I I TRUSS DESIGN / 13/16" DIA. BOL I I I I ce) lX HOLE N TYP I I I I I I I I I 1 I I 1 1 /2" L 4" 1 1 /2" I I I I 1 /4" STL PLATE I I I I BUCKET I I I I 0 N BRG I I I I r �r PLATE NOTE: ALL BOLTED CONNECTIONS SHALL ST'L TUBE COL BE WITH 3/4" DIA THRU BOLTS, WASHERS AND NUTS 1 1 /2" m u ;TEEL CC SCALE: 3" = I ST'L TUBE COL CENTER ON 12"X 12"X3/4"ST'L BASE PLATE W/ BITUMINOUS COAT'G AT CONC. FULL/CONT. 1 /4" FILLET WELD TO COL. 1-----4-3/4" DIA. X 9" A.B. W/ NUT & WASHER BEAM SCHEDULE �: TB1 SIZE W X D 8" x17 1 /2" PC REINFORCING STIRRUPS #3 36' O.C. ELEV T.O. B. 1 1'-0" REMARKS / CONNECTORS BEAM STIRRUP SPACING OVERRIDES TIE BEAM REQUIREMENTS TOP 2 #5 MID — BOT 2 #5 TB2 8" x12" MIN PC 2#5 2 #5 #3 / 24" O.C. RAKE - VARIES TB3 8" xl 6" CMU #5 #5 14'-4" B 1 8" x 12" PC 2 #5 2 #6 #3 / 4" O.C. 1 1 '-0" 1/3 TO ENDS STIRRUPS 4" OC - REMAINDER 12" OC B2 8" x 12" PC 2 #5 2 #5 #3 / 12" O.C. 11'-0" B3 8" x 17 1/2" PC 2 #5 2 #5 #3 / 4" O.C. j j'_0" BEAM CONT. W/ TIE BEAM - ADD STIRRUPS ABOVE OPENING BELOW. - 1/3 TO ENDS STIRRUPS 4" OC - REMAINDER 12" OC B4 9' x 20" PC 2 #5 2 #5 #3 / 6" O.C. 11'-8" 1/3 TO ENDS STIRRUPS C OC - REMAINDER 12" OC B5 8" x 20' PC 1 2 #5 1 2 #6 1 #3 / 3" O.C. 11'-8" 1/3 TO ENDS STIRRUPS 3" OC - REMAINDER 12" OC I TYPICAL: DESIGN LL = 40# /SQ. FT DESIGN DL = 20# /SQ. FT MECH EQUIP TOP CHORD SUSPEND = 250# / UNIT TB1 I JACK TRUSS 24" OC W/ HETAL 12 1'-6" TYP. OVERHANG GUTTER ��� TX YT j� GUTTER B2 I I I I 82 --- ----r O 1 1 1 1 1 1'."O 1 d l 1 I I 11 I 1 JVBI 1 I 1 I I 11 1 1 I I I 1 1 1 1 1 1 I I II 1 GIRDER TRUSS — — — — — — _ — — — _ — — — — — _ — — — — — — — _ — — — — - — - — - — _ - 2X6 FLATEA SIDEOFWH - — - — - — - — - - — - — - — • PORT STUDS LAP AND ' NrA TUBUII =RD ------ --- 11 _II I I 1 _—_------- -- ___.._ 4'X2' IC ---11 4X4Xi1/4U LC II oo B ACC S _II SIVEW1TRU9SPL' 1 ---__--- SHADED AREA: _®Cl A111C TRUSS FOR — __________ MLCL_H.EQUIP. ®- -IIIz --_-___---o -® -_---_ i Lu —_—_—_—_-- —— _—_ --_ _-_—_—_—_— -�� I I I ---------'^-------- -"------ II C1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11000# UP 21000# TIE11 41X 4 XI1/4" f L C --------------_ _— �— — __ GOORpBUCKET -II TRUSS PLYS I — — — — — — — — — — ®-_.— ...:_._____. _.---- ----11 I1 I1 1 — — — — — — — — — — — — --_ 1 1 1 — - — - — - — - — --- —= — --- -- I I I —'-4-9- -------- - — - — — --- —_— — - — - ---II ------ GIRDS RUSS r—r-=" t—r—�_ --- -- ._—_ 1 1 I I I II I I I I _I I III --- 1 I 1 1 1 1 1 1 1 1 t_. L__. jr--.-- I __1 _l 1 .__L_ -L -L L- 1 I I 1 1 1 I II I I all 1 1 1 I B1 1 I 11 1, TYPICAL: WD TRUSS 24" OC 7 :12 SLOPE 1'-6" OVERHANG GUTTER 780# UP JACK TRUSS 24" OC W/ HEAL 12 1-6' Roof Framing Plan SCALE: 3/16" = 1'-0" TB2 TB1 1 JACK TRUSS 24" OC W/ HETAL 12 A4 1'-6 it 1101 g B3 GUTTER M �\>� m Q > cal ~ OOQ J ru u- N if TYP. OVERHANG JACK TRUSS 24" OC W/ HETAL 12 TYPICAL WINDOW HEAD UNO: TIE BM EXTEND DN TO WINDOW HEAD HGT W/ 8" PRECAST LINTEL Ll POURED CONT TOGETHER TB1 FULL GABLE TRUSS 24" OC W/ HHETAL 24 _ TB1 0 JACK TRUSS 24' OC W/ HETAL 12 FULq GABLE TRUSS 24" OC W/ HHETAL 24 11��1 1 1 II I I I I `II I I - II iil 1 I 1 1 � II 11 I 'I 1 I 1 TAFfD DAFT I \ II II 1 IClEI ROI DfCKNIT II I I I I III —_—_—_ _ - II- 11 1 aL I 1 I I ell WZE W/ 1 1 1 11 n I I I I sI II I I I ------ s Ir - u LA 11 1 1 1 1 FULL GABLE TRUSS 24" OC JACK TRUSS 24' W/ HHETAL 24 OC W/ HETAL 12 A w Lu W W _ I Z c a C L C NC N c U V) O N Lu JOB # "tATE 6 / 10 BATHROOM ACCESSORY - GRAB BAR BOBRICK B-5806 42/36 -TOILET TISSUE DISPENSER BOBRICK B-4388 - GLASS MIRROR 24 "W X 48" H - GLASS MIRROR FULL COUNTER LENGTH X 48" H - SOAP DISPENSER BOBRICK B-8263 - CLOTHES HOOK EA WC PARTITION BOBRICK B-211 - TOILED SEAT DISPENSER BOBRICK B-221 - PAPER TOWEL DISPENSER BOBRICK B-262 - SANITARY NAPKIN DISPOSAL BOBRICK B-35139 - WASTE DISPOSAL BOBRICK B-279 - HAND DRYER XLERATOR - ACCESSIBLE RESTROOM SIGN CONFORM TO FBC 2017 CHAPTER 11 @ 60" AFF QUARTZ COUNTERTOP W/ 3" 90° SQUARE RETURN FRONT W/ ANGLED GUARD PANEL, COLOR TO BE SELECTED BY OWNER TOILET PARTITION SYSTEM BOBRICK DESIGNER HPL 2040 SERIES OVERHEAD BRACED W/ BRUSHED STAINLESS STEEL HARDWARE ACCESSIBLE BATHS +Access route to bathroom, door to bathroom and hardware to bathroom door to be accessible. Threshold to be fpaximum 1 /2" high. Door closer to 5 LB pressure maximum. *Provide clear floor spacer of 60" diameter circle or a "T" shaped space, 60" square with 36" legs. The clear space at fixtures and controls, the accessible route and the turning space may overlap. • Water closets shall be located 18" from a side wall or partition. The height of the toilet seat shall be 17" to 19". -Provide two grab bars able of restraining 3001b. load. Side wall: 42" long minimum, 12" from back wall Back wall: 36" long minimum, centered on toilet,.. Grab bars to be 33" to 36" above finished floor. •Flush control to be 44" high maximum, on side of toilet, •Dispensers: toilet paper dispensers shall be on the side wall below the grab bar and a maximum of 19" high and 36" from the rear wall. Dispensers shall provide continuous paper flow. *Urinals shall be stall -type or wall -hung with an elongated rim and 17" maximum high. Urinals shall have a clear space of 30" wide by 48" deep minimum. Flush control shall be 44" high, maximum force of 5 lb on flush control. •Lavatories shall extend 17" minimum from wall. Clearance of 29" minimum shall be provided from finish floor to bottom of apron. knee clearance of 27" minimum shall extend 8" minimum under the edge of the lavatory. Toe clearance of 9" shall be provided for the full length of the lavatory. A clear floor space of 30" by 48" shall be provided in front of the lavatory. The clear floor space shall adjoin or overlap an accessible route and shall extend a maximum of 19" underneath the lavatory. Hot water and drain pipes shall be insulated. There shall be no sharp or abrasive surfaces under lavatories. *Sink shall be mounted with rim surface no higher than 34" provide knee clearance of 27" high, 30" wide and 19" deep minimum. Provide other clearances and insulation as per lavatories.. -Faucets shall be operable with one hand with a force no greater than 5 lb. -Mirrors shall be mounted with bottom edge 40" high maximum. all other dispensers shall have controls at 48" high maximum, 4,15.1 Drinking fountains or water coolers required to be accessible by 4.1 shall comply with 4.15, 4.15.2* Spout Height. Spouts shall be no higher than 36", measured from the floor or ground surfaces to the spout outlet. LIMIT OF TRUSS BOTT 6" SOUND GATT { F I I X F x^). ('y /)� Y�/Y��Y x (y��tt��' Y /(�'/Y�.ih�Y hhi (Y�Y ��,y�j('�"/?���y�Ji�y 'Y Y`y" ✓ , � � �( �,l, Jln �..>.h V.h�.` r<th .€ SUSP. ACOI).. 's u,, PANELS X rt TYP. WD DR CASING DETAIL CT - T MIR OR 1 T a3 TOWEL o ISPEN SE / AST x QUARTZ COUNTER TOP, SU PORT ---------------- kX i . 1 ks{ 0 164QUARTZ VISUAL GUARD 'x Yx `ANC , SLOPE x° x` — 1 C.T. FL FIN W/ SLOPE e� � TO FL. DRAIN o v Iti Mx XX TP o o h zz �k `-CUG W/ SOUND I%UL -WALLS W/ SOUND INSUL Xx �4 NOTE: - - PROVIDE 5/8" M,R. GYPBD N XX TEMPER VALVE AT HOT WATER C.T. I/ MI ROR LAV 3'-0"X1 1/2" DIA. GRAB BAR n SEE FLOOR L/ ACTUAL SIZ ©® I CLEAR FLOOR , ' 6" SPACE MIN a MIN FOR FREE STANDING CL'G W/ SOUND INSUL WALLS W/ SOUND INSUL 5/8" M.R. GYPBD C.T. 3' 6 2 MIN 1 D I A GRAB BAR HANDICAP TOILET TOILET PAPER DISPENSER DIMENSIONS ARE CLEAR SPACE AND MINIMUM U.N.O. Q M CZ_ C M B" MIN 6" MAX SPOUT HEIGHT & KNEE CLEARANCE X .'XXXXXX _ X �XXX EXTEND WALLS TO BOTT OF LIMIT OF TRUSS XXXXTRUSS BLK'G AS NEEDED BOTT .._..... _.......................... ^. Y tY. .. A"'..Yh.-� ,Y n;h,hJ+.l h Yr..A.1, n.J. /.�✓. i� susP. Acou. . PA L I ( I ! SUSP. ACO . PA ELS I �..... i MIRROR - -- l DPE Ph, RTrTIONS / DR ND S.S. HARD ARE HI LOW PER IM.� DRINKING / QUARTZ COUNTER DESIGN FOUNTAIN 1 TOP, SUPPORT SELECTION C.T. FL FIN W/ SLOPE TO FL, DRAIN <__ C.T. 16" W.QUARTZ VI AL GUARD PANEL, SLOPE 600 6" S.S. PART.. SUPPORT FL BASE (TYP) C.T. MIRROR TILT FYTFNF) WAII FRAMFTn __._. _.-_-.----___ ___-._..-----___._ v rL. urctrnN 1 L UfI " tl 1 r TO FL. DRAIN 4" MTL �.4TJ,It}5.----- M 4' MTL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � 4"MTL--------I STUDS STUDS z� c cr ,.. _ -- x GANG NAIL ALIGN I 'i` - " 3f K 4° MTL �.1 O STUDS X W/ WH BRACKETSI, RCA335-97 TO SLAB JAN. SINK Y, I .E € __ly ANGDTREL � IG ACCESS NTER mac, I (1 I X ANDTRUSSCENTER ' ' STL COOL xc :P Ll 3 ti 6' MTL STUDS 30" X 48" ; ', 30 X 48" I �^ 4 ACCESS AREA\,, I ACCESS ARI ,,, 7 Xk A9 3 v y E X >FDRAIN is �2LBELOWO"0"SLAB X �! 1 4 MTL STUDSVNOTE ^HFL DRAIN .. 4 -'I ,J I ^2 BELOW 0 0 SLAB 0 1 6rMT L ;X `�' (,', I KIT T o 0 I STUDS a I I �d 3 T 6, MTiJ 2, 6, ' STUD YF (, . ALL BATH WALLS / CUG _ " FILL W/ SOUND INSUL. - I FOAM GAP OF 5 0" NOTE: ALL ACCESSORIES / PARTITIONS ! DRS TO'BE HDPE I t ANCHORS I SERVER STORAGE 1 A9 I ;` CT FL FIN CT FL FIN 2 I I T DISPOSAL 6" MTL �. . ti ? .1 STUDS 3T.DISPENSE / {) T.DISP NSE -PSOSAL II QUARTZTHRES v xywxxx XXCYTX Yxxx 'c� I HOLD tOORD eX Y^^ r1X W/ TILEIFIN 3 b Aw a y -,- � _ -, - yy X�-j� v"sut{ 7 ,\ hlT`FY�T'Y� /%i I m STUDS �1 yy//��//�ryry--vv--���� h77 �h..l..,,.hJ�Fjr ������� QUARTZ THRES Cl)cn HOLD COORD STL C L 4" MTL 4" MTL 4" MTL W/ TILE FIN STUDS STUDS STUDS 9" GAP FREE STANDING I 54' 3'-0" 4' S" 5-1" PARTITIONL------------------------------------------------------J 1 Enlarged Bath Plan 0 N 8 U a 6 u m 2 0 0 w oof w J J m ISE im 3 Z`` p ♦_ 0 O A� W U_ U ` / � J L N O 0 V) } L W ^O V) Z LU B# k� 6/10/19 �AL SUJetNUtU WnH 12 GA WIRE FROM WOOD TRUSSES • REFER TO MEP DRAWINGS FOR SPECIFICATION OF LIGHTING. Reflected Ceiling Plan CCAI F- Ud" - 1'_n" v w Lu w h w w 97 C'. I 10 A mo M7 W 3 a) 7C) zmomm �- o C m u N > a - NO O- 0 V) Z O w X JOB # DATE 6/10/1 6HEETt � � 'i GENERAL NOTES Lummaire Schedule Project: RESERVE REALTY REV1 03-27-2019 Symbol any Label Description Lumens/Lamp LLD LDD BE LLF Wm. Watts Total Watts A I I.E. WILLIAMS LT-22-09-835-AP-DIM-UNV N.A. 0.900 0.950 1.000 0.855 31 403 AE H.E. WILLIAMS LT-22-L39.835.AF-DIM-UNV N.A. 0.900 0.950 1.000 0.855 31 403 B H.E. WILLIAMS LT.22-L49-840.AF-DIM-UNV N.A. 0.900 0.950 1,000 0.855 39 117 D Ii.E. WILLIAMS LT-24-L64-(L60)835.AF-DIM.UNJ N.A. 0.900 0.950 1.000 0.802 49 1566 LADE II.E. WILLIAMS LT-24-L64-(L60)835-AF-DIM-UNV N.A. 0.900 0.950 1.000 0.802 49 1568 E H.E. WILLIAMS 4138-1-20-835-DIM-UNV-O-W-OF-CS N.A. 0.900 0.950 1.000 0.855 25 375 O EE I I.E. Vv1LLIAMS 41DS-1_20-835-DIM-UNV-O-W.OF.CS N.A. 0.900 0.950 25 375 G H.E. WILLIAMS 4DS-L20-835-DIM-UNV-O-W-OF-CS-WE N.A. 0.900 0.950 TI.G000.855 25 125 H BEGHELLI 13SiDOLED4SAHOVVT4012OV-277V-fL N.A. 0,900 0.950 70 70 A. ALL EQUIPMENT TO BE BY INTELLIGENT LIGHTING CONTROLS, INC. ON -SITE SYSTEM COMMISSIONING SHALL BE REQUIRED. COMMISSIONING OF SYSTEMS VIA MODEM WITHOUT ON -SITE SUPPORT SHALL NOT BE ACCEPTED. B. ELECTRICAL CONTRACTOR TO PROVIDE CAT-5 DATA CABLE. SEE CAT-5 REQUIREMENTS SHEET & RJ45 CONNECTOR DETAIL. TEST ALL CABLE LENGTHS AND TERMINATION'S W/CAT-5 TESTER. C. ALL LOW VOLTAGE COMMUNICATION CABLE & HARDWIRE LOW VOLTAGE CONTROL WIRING TO BE INSTALLED PER NATIONAL ELECTRICAL CODE FOR CLASS-2 LOW VOLTAGE WIRING. D. CLASS-2 LOW VOLTAGE WIRING SHALL NOT BE MIXED WITH OR RUN IN LINE VOLTAGE RACEWAYS. SEPARATE LOW VOLTAGE RUNS FROM LINE VOLTAGE BY A MINIMUM DISTANCE OF 1-FOOT. E. CAT-5 DATA CABLE RUNS TO BE INSTALLED IN A DAISY CHAIN FROM ONE PANEL OR DEVICE TO THE NEXT. NO "STAR" OR "T" CONFIGURATIONS ALLOWED WITHOUT POWER SUPPLY REPEATERS. F. ALL CLASS-2 & CAT-5 DATA CABLE RUNS TO BE PROVIDED AND INSTALLED WITH THE APPROPRIATE JACKET TYPE OR CONDUIT FOR THE INSTALLATION ENVIRONMENT OR CONDITIONS ON SITE. G. EACH LIGHTING RELAY PANEL REQUIRES A DEDICATED 120V. OR 277V. CIRCUIT FOR CONTROL POWER TRANSFORMERS. H. ADDITIONAL ILC POWER OR DATA REPEATING DEVICES MAY BE REQUIRED FOR PROPER SYSTEM OPERATION, BASED ON THE ACTUAL NUMBER AND DISTANCE OF LightSync DEVICES TO BE INSTALLED ON CAT-5 DATA LINE. CONTACT AMY LEE @ SESCO LIGHTING 954-474-9888. H LOW VOLTAGE SWITCH DETAIL LightSyncTM Address Setting Wheels (2) 15 Position 0 G2 Dataline Switch Detail Itz79 Switch Insert DecorCut-out Type at-ct,t O 0 L (0) u T o ' 117 4 V.2491,71 „L83 O 0 BACK DEPTH 1-1/8- FRONT HOLE FOR FOR #6-32 15/CAT-5 JACK (2) N6-32 THREADED LIGHTING CONTROL SYSTEM SINE RISER CQ ILC APPRENTICE II RELAY PANEL o. o• o. 0 line G2 LV Switch load (typical of up to 4) $0 G2 LV Switch o. o. o. o• o• e G2 LV Switch O CAT5 CABLE WITH RJ45 CC)NNECTORS ELECTRICAL SPECIFICATIONS 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 SHALL 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. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 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. FBC 2017 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF PORT ST. LUCIE BUILDING CODE. (AMENDMENTS TO FLORIDA BUILDING CODE FBC 2017) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS 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. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. 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 I. IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. L: 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 "SIND" 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. ENCI-OSURES 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. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED WITH CLIENT. PART 3 - EXECUTION A. 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 1• 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 STEEL CONCRETE TIGHT 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, COVER PLATES, AND WIRING 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. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS 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. 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. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE 0. PROCEEDING WITH ANY WORK. PER NEC 210.8(B)(2) ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN NONDWELLIN G- TYPE KITCHENS TO BE GFCI PROTECTED. P•BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3% DESIGN LOAD. FBC 2017 FBC ENERGY CONSERVATION SECTION 405.7.3. Q. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM OF 2% VOLTAGE DROP PER 405.7.3. ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, LEGEND & INDEX E2.1 LIGHTING PLAN E3.1 POWER PLAN E5.1 ELECTRICAL RISER DIAGRAM ELECTRICAL LEGEND 17 TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEPHONE/DATA MOUNTED ABOVE COUNTER, E 3ARCHITECTURAL DRAWING FOR /4- CONDUIT STUBBED OUT RSPECIFIC OM L6- ABOVE CEILING. REQUIREMENTS. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. 0 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. ® TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT RUN TO THE NEAREST STUD WALL AND STUBBED OUT FROM WALL 6" ABOVE CEILING. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. i TELEVISION RECESSED OUTLET. LEGRAND "TVIWMTVSSWCC2". �{ MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. (n 20 AMP SINGLE RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF t OUTLET UNLESS NOTED OTHERWISE. P(111 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. If 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. gGFI 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. AIL 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER iY SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC REQUIREMENTS. (fj) 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" A.F.F. HH TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. ® 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED. SPECIAL-PURPOSE RECEPTACLE QJ JUNCTION BOX QP SINGLE GANG JUNCTION BOX FOR POWER CONNECTION TO MODULAR FURNITURE SYSTEM INSTALL IN EXACT MANNER AS DIRECTED BY FURNITURE SUPPLIER. J DOUBLE GANG JUNCTION BOX FOR TELEPHONE/DATA CONNECTION TO MODULAR FURNITURE /D SYSTEM. INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER. EXTEND (2) 3/4" EMPTY CONDUITS FROM JUNCTION BOX TO ABOVE CEILING AND TERMINATE WITH INSULATING BUSHING 6" FROM WALL. TELE/POWER POLE FOR TELEPHONE/DATA/POWER CONNECTION TO MODULAR FURNITURE 8 WIRE SYSTEM (SEE DETAIL THIS SHEET). INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER, WIREMOLD CATALOG # 25DTP-4D W/IVORY FINISH. ® SPECIAL PURPOSE RECEPTACLE MOUNTED BELOW RAISE FLOOR. 4 EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. $ SINGLE POLE, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $3 3-WAY, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $D SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $M MOTOR RATED SWITCH VACANCY SENSOR SWITCH, WATTSTOPPER, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $ TWO POLE, 30 AMP SWITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. ® FACTORY MOUNTED DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) Ip A9 FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE, C= FUSE RATING '® AF FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING 1 GROUNDING ELECTRODE & CONDUCTOR SYSTEM EmTRANSFORMER 0 ELECTRICAL PANELBOARD 0-- TELEPHONE WOOD BACKBOARD WP WEATHERPROOF T/C TIME CLOCK RE RELOCATED E EXISTING TO REMAIN A.F.F. ABOVE FINISH FLOOR O CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. O LV CEILING MOUNTED LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. O CEILING MOUNTED DAY LIGHTING SENSOR. SENSOR TO CONTROL THE DIMMING OF ALL FIXTURES DS WITHIN 15' OF THE WINDOWS WITH IN ROOM. PERMIT ISSUED - CONSTRUCTIONISSUED - Q � I a � O ka- c � U U a � w Q 0.1 E-I A 1114 .a W rn w ,z� W U 5 y v •� �o � Ov 9 projt. no.: 2019-0183 project manager: Md checked by: BLB/MP scale: AS NOTED date: I 03/1 P 119 1, sheet 1 i Hal �` project LIGHTING PLAN KEY NOTES OCIRCUIT TROUGH PHOTCELL/TIMECLOCK. OREFER TO SHEET EO.1 FOR LIGHTING CONTROLS DETAIL. PERMIT ISSUED z� O � w W U U a 00 R � z � o a z a o, projt. no,: 2019-0183 project manager: Md checked by: gkg/Mp scale: AS NOTED date: 03/18/19 ------------- sheet __------- sheet E2.1 project 1 rL OFFICE • ! 11 II• •wommummommomq 0 I■11'l•l'1 NMIN01� ❑FFICE pLQN GFI m@ .;. lu OFFICE 12 IF CI 0 .WP GFI ,eA-11 ❑FFICE n, a A-1 CONFERENCE u n� ❑FFICE ❑FFICE 4 m WP GFI MAIN 0 A 151 Ty METER M 6 e PROVIDE AUTOMATIC CONTROL FOR 50% OF RECEPTACLES IN PRIVATE OFFICE AND OPEN OFFICE AREAS PER NEC 2011 SEC. 406.3 AND ASHRAE 90.1,8.4.2. CONTROL TO BE COMPLETE PLUG LOAD CONTROL PACK SYSTEM OR EQUAL. OOUTLET BOX LOCATIONS TO BE REVIEWED WITH ARCHITECT PRIOR TO CONDUIT AND WIRING INSTALLATION. GC TO ADVISE CLIENT AND ARCHITECT PRIOR TO COMPLETION OF BOX INSTALLATION. ELECTRICAL CONTRACTOR TO PROVIDE MEANS OF SIMULTANEOUS DISCONNECTION OF ALL UNGROUNDED CONDUCTORS, FOR MULTIWIRE BRANCH CIRCUITS, AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. KEY NOTES (1 JUNCTION BOX FOR FUTURE LANDSCAPE LIGHTING. CIRCUIT THROUGH PHOTOCELL/ TIMECLOCK. �2 JUNCTION BOX FOR BUILDING SIGN CIRCUIT. FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH —IN. O2" CONDUITS FOR FIBER/COMCAST. FIELD VERIFY EXACT SIZE, QUANTITY AND TERMINATION POINT PRIOR TO ROUGH —IN. PGRMIT I&SUGD CONSTRUCTION ISSULD - ®0�`®pppppgll.N ®°Irv.6,.. I projt. no.: 2019-0183 project manager: MJ checked by: BLB/MP scale: AS NOTED date: \ 03/18/19 / sheet ED project — SCHEDULE 00 BRANCH CIRCUIT PANEL "AA MAIN: 200 AMP / 3 POLE MAIN CIRCUIT BREAKER, (PROVDE PANEL WITH FEED THRU LUGS) VOLTAGE: 208/12OV, 30, 4 WARE SPEC: SQUARE D OR APPROVED EQUIVALENT MOUNTING: FLUSH AIC SYMM: 22,000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA IP COND. GND. WIRE DESCRIPTION EXTERIOR LIGHTING 12 12 20 1 0.8 0.8 0 1 2 12 12 LIGHTING LIGHTING 12 12 20 3 0.8 0.8 0 1 2 12 12 LIGHTING LIGHTING 12 12 20 5 -- 0.8 0.80 1 2 12 12 LIGHTING EXTERIOR LIGHTING 12 12 12" 20 7 0.8 0.8 0 1 2 12 12 EXTERIOR RECEPTACLES RECEPTACLES 12 12 209 0.8 0.8 - 0 1 2 12 12 RECEPTACLES RECEPTACLES 12 12 20 111 - 0.8 0.80 1 2" 12 12 RECEPTACLES RECEPTACLES 12 12 20 13 0.8 0.8 J202 0 1 2 12 12 RECEPTACLES RECEPTACLES 12 12 i 2" 20 15 0.8 0.8 0 1 2 12 12 RECEPTACLES EXTERIOR RECEPTACLE 12 12 1 2 20 17 : 0.8 0.80 1 2 12 12 RECEPTACLES RECEPTACLES 12 12 1 2 20 19 0.8 0.8 0 1 2 12 12 RECEPTACLES RECEPTACLES 12 12 1 2 20 211 - 0.8 0.8 0 1 2 12 12 RECEPTACLES RECEPTACLES 12 12 1 2 20 2S 0.8 0.8 0 1 2" 12 12 RECEPTACLES RECEPTACLES 12 12 1 2 20 25 0.8 0.8 1 2 12 12 RECEPTACLES RECEPTACLES 12 12 1 2" 20 27i - 0.8 0.8 __1_.01 1 2 #12 #12 RECEPTACLES DRINKING FOUNTAIN #12 #12 1 2 20 29 1.0 30 20 1 2 #12 #12 LANDSCAPE LIGHTING SIGN CIRCUIT #12 #12 1 2 20 31 1.0 2.5 32 3 4 1#10 2#8 EWH SPARE - - 20 33 - 2.5 34 SPARE - - 20 35 - 36 20 - - - SPARE SPARE - - 20 37 - - - 38 20 - - - SPARE SPARE - - 20 39 - - 40 20 - - - SPARE SPARE - 20 41! 42 20 - - - SPARE 11.5 10.5 8.4 KVA PER PHASE A 1 9.2 9.2 1 VA PER PHA E B 21.5 1 19.7 17.6 TOTAL KVA PER PHASE 179.2 1 164.2 146.7 AMPS PER PHASE 58.8 TOTAL KVA SCHEDULE O BRANCH CIRCUIT PANEL "B". MAIN: SPEC: MOUNTING: 200 AMP / 3 POLE MLO SQUARE D OR APPROVED EQUIVALENT FLUSH DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA VOLTAGE: AIC SYMM: C PHASE CKT. TRIP COND. GND. KVA 208/12OV, 30, 4 WIRE 22,000 WARE DESCRIPTION EXTERIOR SERVICE RECEPTACLE #12 #12 1 2 20 1 0.81 4.6 2 45 3 4 1#10 2#8 AHU-1 SPARE - - - 20 3 - - 4.6 4 CU-1 2#10 1#10 3 4 0 5 1.9 4.6 6 45 3 4 1#10 2#8 AHU-2 7 1.9 4.6 8 CU-2 2#8 1#10 3 4 40 9 2.5 4.6 10 45 3 4 1#10 2#8 AHU-3 11 2.5 4.6 12 CU-3 2#8 1#10 3 4 40 13 2.5 - 14 20 - - - SPARE 15 2.5 161 20 - - - SPARE SPARE - - - 20 17 -1 181 20 - - - SPARE SPARE - - - 20 19. - - 20 20 - - - SPARE SPARE - - - 20 21: - - 22 20 - - - SPARE SPARE - - - 20 23 - - 24 20 - - - SPARE SPARE - - - 20 25 - 26 20 - - - SPARE SPARE - - - 20 27 - - 28 20 - - - SPARE SPARE - - - 20 29 30 20 - - - SPARE SPARE - - - 20 31 - - 32 20 - - - SPARE SPARE - - - 20 331 34 20 - - - SPARE SPARE - - - 20 35': - - 36 20 - - - SPARE SPARE - - - 20 37 - - 38 20 - - - SPARE SPARE - - - 20 391 - - 40 20 - - - SPARE SPARE i - - - 20 41 - - 42 20 - - - SPARE 10.0 76.7 j 9.2 76.7 27.6 9.2 KVA PER PHASE 76.7 AMPS PER PHASE _ TOTAL KVA 6 G II 5 C/W --- 10'-0" MAIN ELEGT�D�QL �D�C�� DIA`3"AM N.T.S. KEY NOTES Oj 1-#6 GROUNDING ELECTRODE CONDUCTOR IN 1" SCHEDULE 40 PVC CONDUIT. OEXOTHERMIC CONNECTION. ELECTRICALLY CON- TINUOUS STEEL REINFORCING BAR (20FT MIN. LENGTH) IN BOTTOM OF BUILDING FOUNDATION IN DIRECT CONTACT WITH EARTH. O10 FT. LONG x 3/4" DIAMETER COPPER DRIVEN GROUND ELECTRODE. O4 EXOTHERMIC CONNECTION. (TYPICAL) OMAKE CONNECTION TO METALLIC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. OPROVIDE (1) 1/0 BONDING JUMPER AROUND FIRST VALVE. n PQ 52 a projt. no.: --- - 20194, 33 project manager: MJ checked by: gLg/MP scale: date: AS NOTED 03/18/19 sheet E591 PERM rr ISSUED - CONS1RUCTION ISSUED project MECHANICAL NOTES 1, THE CONTRACTOR SHAL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE FLORIDA BUILDING CODE 2017 AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL OR INANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA-85, 92, 95; ASHRAE 15-01, 34-01, 62-04; NFPA 70-02, 72-02, 9OA-02, 908-02, 91-99, 96-01; ANSI Z10.1-98, Z10.3-98, Z21.8-94, Z21.83-98. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO TIiE COMPLETION AND TESTING OF THIS WORK. 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. 5. CONTRACTOR SHALL SU MIT, FOR APPROVAL FIVE [5] COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT INDU TRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED. ALL INSTALLATIONS SHALL COMPLY WITH FMC 2017, CH. 3, GENERAL REGULATIONS. BUILDINGS LOCATED WITHIN 3,000 F FROM THE OCEAN SHALL UTILIZE NON-FERROUS MATERIALS FOR ALL OUTDOOR EXPOSED SUPPORTS, STANDS, FASTENERS, ETC. 7. DUCTWORK: A. ALL AIR CONDITIONINC DUCT WORK SHALL BE OF 1-1/2" (R-6) HEAVY DUTY FOIL REINFORCED FIBERGLASS WITH MANUFACTURER'S LOGO PRINTED ON VAPOR BARRIER a. ALL FLEX DUCT SHAL BE RATED CLASS I, UL-181 LISTED WITH METALLIZED INNER AND OUTER FOIL LINERS, MIN. R-6 WITH A MAX. TOTAL LENGTH NOT TO EXCEED 15 FT. FLEXIBLE DUCTWORK ELBOW SUPPORTS AT EACH DIFFUSER, GRILLE, AND REGISTER EQUAL TO "FLEXFLOW ELBOW" AS MANUFACTURED BY "THERMAFLEX". C. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL WITH SEALED SEAMS AND JOINTS. ALL OUTSIDE AIR DUCT SHALL BE INSULATED WITH EXTERNAL BLANKET INSULATION R-6 MIN. ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED IN LOCATIONS WHERE DEWPOINT CONDITIONS CAN OCCUR NSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN. THE CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK, HANGERS, AUX. SUPPORT STEEL, ETC. ALL METAL DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH LATEST EDITION OF S.M.A.C.N.A. SPECIAL NOTE SMACNA DUCT PRESSURE CLASSES BASED ON OPERATING PRESSURE ARE: 1/2", 1", 2", 3", 4", 6", AND 10". EACH DUCT SYSTEM SHALL BE CONSTRUCTED FOR THE SPECIFIC DUCT PRESSURE CLASS SHOWN ON PLANS WHERE NO PRESSURE CLASS IS SPECIFIED FOR CONSTANT VOLUME SYSTEMS, 1" W.G. PRESSURE CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS REGARDLESS OF VELOCITY. WHERE NO PRESSURE CLASS IS SPECIFIED FOR VARIABLE VOLUME SYSTEMS, 2" W.G. PRESSURE CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS FOR DUCTWORK UPSTREAM OF VAV BOXES. ALL DUCTWORK SHALL B SEALED TO SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" FOR ITS PRESSURE CLASS SEALING METHODS. 9. OUTSIDE AIR INTAKES SHALL BE SCREENED WITH A CORROSION RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. O/A INTAKES SHALL NOT BE TAKEN FROM A LOCATION CLOSER THAN 10 FT. FROM ANY CHIMNEY, VENr OUTLET OR SANITARY SEWER VENT OUTLET, UNLESS SUCH VENT IS NOT LESS THAN 24 INCHES ABOVE THE OUTSIDE AIR VENT. OUTSIDE AIR INTAKE VENTS LOCATED ON ROOFS WILL BE PROPERLY MARKED WITH A UNIVERSAL MARKING "INTAKE", PERMANENTLY ATTACHED PER FMC 2017, SEC. 401.5 10. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. 11. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL BE AS SPECIFIED OR EQUAL TO TITUS OR METALAZRE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS AS INDICATED ON PLANS. PROVIDE BALANC114G DAMPERS FOR ALL SUPPLY AND RETURN DIFFUSERS AND REGISTERS TO ENSURE COMPLAINCE MTH FMC 2017, PAR. 601.5 AND PAR. 603.18 FOR BALANCED AIR FLOW. 12. TEMPERATURE CONTROLS THERMOSTAT: A. SHALL BE COMBINAT10COOLING/HEATING, WITH SYSTEM "COOL -AUTO - HEAT -OFF" AND FAN "ON AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE AS RECOMMENDED l3Y MANUFACTURER, HONEYWELL OR EQUAL. PROVIDE TAMPER PROOF COVERS. 13. THERMOSTAT LOCATION S ALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. INSTALL THERMOSTAT 48" TO 54" A.F.F. PER A.D.A REQUIREMENTS WHERE APPLICABLE. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL REQUIREMENTS FOR JUNCTION F3OXES, CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINE RESPONSIBILITIES AND SCOPE OF WORK FOR EACH TRADE PRIOR TO ANY PURCHASING OR INSTALLATION. WHENEVER THERE ARE MORE THAN ONE SENSOR OR THERMOSTAT, SIDE BY SIDE, THEY SHALL BE GANGED TOGETHER WITHIN THE SAME COVER PLATE WHEREVER POSSIBLE. CONTRACTOR SHALL COORDINATE THIS ISSUE WITH ARCHITECT/OWNER PRIOR TO INSTALLATION AND SHALL BRING ANY DISCREPANCY TO THE ENGINEER'S ATTENTION. 14. REFRIGERANT LINES SHALL BE COPPER, TYPE "C' HARD DRAWN WITH WROUGHT COPPER BRAZING -JOINT TYPE FITTINGS, USE BRAZING MATERIALS FOR HIGH PRESSURE PIPING PER AWS A5.8: BCuP SERIES COPPER -PHOSPHORUS ALLOY OR BAg1 SILVER ALLOY. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. SOFT COPPER TYPE "M" SHALL BE ALLOWED FOR RISER PIPING INSIDE CHASE TO LIMIT NUMBER OF JOINTS. COORDINATE WITH ENGINEER FOR PRIOR APPROVAL. ALL EXPOSED INSULATION SHALL BE PROTECTED WITH UV RESISTANT PAINT OR ALUMIN. SHIELD. 15. ARMAFLEX INSULATION SH LL BE USED FOR SUCTION LINES (1/2" FOR ABOVE 40' F AND 1" FOR BELOW 40' F) PER FLORIDA ENERGY CODE TABLE 4-11 FOR PIPING INSULATION. FILTER/DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. 16. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. PROVIDE RADIUS ELBOWS WHERE FEASIBLE, SQUARE ELBOWS AND TEE'S SHALL BE FURNISHED W/SINGLE FOIL TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE -OFFS. PROVIDE REMOTE, CABLE OPERATED VOLUME DAMPERS IN INACCESIBLE AND HARD CEILING AREAS, "YOUNG REGULATOR" OR EQUAL. 17. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP, REPLACE PRIOR TO FINAL ACCEPTANCE BY OWNER. 18. PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. FOR SMOKE DETECTORS NOT VISIBLE, IN CONCEALED SPACES, PROVIDE REMOTE ANNUNCIATION/TEST STATION AS REQUIRED BY AUTHORITY HAVING JURISDICTION, COORDINATE PRIOR TO INSTALLATION. DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. 19. PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH SERVICE ACCESS DOORS IN ALL DUCTS AND OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT OUTSIDE AIR INTAKES AS REQUIRED. PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY. PROVIDE LOW -LEAKAGE CLASS DAMPERS FOR ALL SITUATIONS WHERE THE AIRFLOW CFM HAS TO BE CONTROLLED. VERIFY AND REPLACE AS REQUIRED FOR EXISTING SYSTEMS. 20. HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PER F.B.C. 2017, CH. C408.2.2 (THE T & B REPORT SHALL BE INDEPENDENT FOR SYSTEMS OVER 15 TONS) FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS. THE TEST AND BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLES AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE (T) FROM SUPPLY GRILLES AND EVAPORATORS. FOR (EXISTING) SMOKE EVACUATION SYSTEMS HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PRIOR TO ANY NEW WORK, PROVING THAT THE SMOKE EVACUATION SYSTEM PERFORMS PER ORIGINAL DESIGN DOCUMENTS AND IS COMPLIANT WITH LOCAL CODE REQUIREMENTS. 21. RUN INSULATED FIRE RATED CONDENSATE DRAINS AS REQUIRED. 22. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 23. MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL COMPLY WITH FBC 2017 PAR. 306.5 IF INSTALLED HIGHER THAN 16 FEET A.F.F. MECHANICAL EQUIPMENT INSTALLED IN ATTICS SHALL MEET THE REQUIREMENTS OF FBC-ENERGY 2017 PAR. C403.2.7.6 IF THE EQUIPMENT CAN NOT BE SERVICED/REMOVED THROUGH REQUIRED OPENING. MECHANICAL EQUIPMENT SHALL BE PROTECTED WITH MECHANICAL BARRIERS IF EXPOSED TO MECH. DAMAGE. ALL EQUIPMENT SHALL BE INSTALLED ON 6" CONCRETE PAD AT GRADE LEVEL . NOTE: AIR HANDLING UNITS ARE NOT ALLOWED IN COMMERCIAL ATTICS. SPECIAL NOTE ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS AND/OR INSTALLATION DETAILS FOR ROOF MOUNTED EQUIPMENT AS REQUIRED BY FBC 2017, SEC. 1509, 1522 AND CHAPTER 16, SHALL BE PROVIDED BY STRUCTURAL ENGINEER/ARCHITECT. 24. PROVIDE A MIN. OF 36" CLEARANCE IN FRONT OF ALL 120-208 VOLT PANELS AND MIN. 42" CLEARANCE IN FRONT OF ANY 240-480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 25. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS 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 DUCTWORK SIZE AND ROUTE WILL BE REQUIRED TO AVOID STRUCTURAL, PLUMBING, FIRE SPRINKLER AND ARCHITECTURAL BUILDING FEATURES. DUCTWORK CHANGES MAY BE MADE BY CONTRACTOR USING EQUIVALENT SIZED DUCT. CONTACT ENGINEER IF DUCT AREA WILL NOT FIT. 26. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIAL`; OR EQUIPMENT, IN ORDER TO PROVIDE A FULLY INTEGRATED MECHANICAL AND CONIROLS SYSTEMS WITH THE EXISTING ONES. ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND PLANS, OR ADDITIONAL CLARIFICATION REQb SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO FINAL BIDDING AND WORK. 27. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED. WHEN CPVC PIPING IS USED FOR FIRE SPRINKLER SYSTEMS, THE R/A GRILLES LAYOUT SHALL BE (FIELD) COORDINATED WITH SUCH PIPING SO THAT NO PORTION OF THE GRILLES WILL BE DIRECTLY BELOW THE CPVC PIPING. 28. CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS, IF NOT SPECIFIED TO BE TYPE "L" COPPER OR PVC WHERE ALLOWED BY CODE WITH 1/2" ARMAFLEX INSULATION. PROVIDE APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO AUTOMATICALLY SHUT DOWN THE AIR COND. UNIT, AS A SECONDARY DRAIN SYSTEM TO COMPLY WITH FMC 2017, SEC. 307 SUPPLY CONDENSATE PUMP WHERE NECESSARY AS IMPOSED BY FIELD CONDITIONS OR INSTALLATION CHANGES AND PIPE TO CONDENSATE DRAIN PER PLUMBING PLANS. 29. MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE WARRANTY FOR A PERIOD OF (1) ONE YEAR AFTER BUILDING C.O. FOR ALL MECHANICAL SYSTEMS, DUCTWORK, CONTROLS ACCESSORIES AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DRAWINGS AND AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE WARRANTY FOR COMPRESSORS FOR (5) FIVE YEARS. ANY REPAIRS REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING NON -OPERATIONAL PERIODS OR AS AGREED WITH OWNER. MECHANICAL SHEET INDEX SHEER DESCRIPTION MOA MECHANICAL NOTES, LEGEND & INDEX M2.1 MECHANICAL FLOOR PLAN M6.1 MECHANICAL SCHEDULES MECHANICAL LEGEND ® SUPPLY AIR CEILING DIFFUSER EF CEILING OR INLINE EXHAUST FAN rI RETURN AIR CEILING GRILLE I I STANDARD SINGLE DUCT VVT BOX WALL LOUVER / WALL DIFFUSER. 6 (3'0" SERVICE CLEARANCE) o LINEAR DIFFUSER OT THERMOSTAT L- MANUAL VOLUME CONTROL DAMPER O HUMIDISTAT MD MOTORIZED DAMPER O REFRIGERANT SENSOR A.LD.. FIRE DAMPER SP STATIC PRESSURE SENSOR 110- REDUCER OR INCREASER ODD DUCT SMOKE DETECTOR �\ S FLEX DUCT EXISTING FLEX DUCT AP -ACCESS PANEL -`—L_ AD - ACCESS DOOR EXISTING DUCTWORK VCD VOLUME CONTROL DAMPER ®UP SUPPLY & OUTSIDE AIR SECTION (UP) MOD MANUALLY OPERATED DAMPER i DN SUPPLY & OUTSIDE AIR cAG SUPPLY AIR DIFFUSER OR GRILLE DESIGNATION SECTION (DN) UP RETURN OR EXHAUST DUCT TAG c RETURN/EXHAUST AIR DIFFUSER OR GRILLE DESIGNATION SECTION (UP) VARIABLE FREQ. DRIVE CONTROL PANEL i DN RETURN OR EXHAUST DUCT SECTION (DN) SUPPLY AIR ROUND UP RETURN AIR "Mu/c DOOR UNDER CUT SHOE TAP DAMPER TAO EQUIPMENT TAG OUTSIDE AIR ROOF TOP UNIT ® ROOFTOP UNIT RTU- RTU- ROOF TOP UNIT VAV- VARIABLE VOLUME BOX SOLENOID VALVE. EF - EXHAUST FAN RE RELOCATE NOT ALL SYMBOLS MAY APPLY TO THESE PLANS HVAC ABBREVIATION LEGEND AC AIR CONDITIONING MCA MINIMUM CIRCUIT AMPS (FOR WIRE SIZING) AFF ABOVE FINISH FLOOR MOD MANUALLY OPERATED DAMPER BOO BACK DRAFT DAMPER MOCP MAXIMUM OVERCURRENT PROTECTION DEVICE CD CONDENSATE DRAIN NC NOISE CRITERIA COP COEFFICIENT OF PERFORMANCE 0/A OUTSIDE AIR DB DRY BULB OBD OPOSITE BLADE DAMPER DIA. DIAMETER PD PRESSURE DROP. E EXISTING TO REMAIN R EXISTING TO BE RELOCATED EER ENERGY EFFICIENCY RATIO R/A RETURN AIR EDH ELECTRIC DUCT HEATER RLA RATED LOAD AMPS. EF EXHAUST FAN ESP EXTERNAL STATIC PRESSURE SEER STANDARD ENERGY EFFICIENCY RATIO F FILTER TSP TOTAL STATIC PRESSURE FD FIRE DAMPER VD VOLUME CONTROL DAMPER FLA FULL LOAD AMPS. VFD VARIABLE FRECUENCY DRIVE EMS FLOW MEASURING STATION WB WET BULB IPLV INTEGRATED PART —LOAD VALUE. NOTE: NOT ALL SYMBOLS MAY APPLY TO THESE PLAN. PERMIT ISSUED _ CONSTRUCTION ISSUED _ projt. no,: 2019-0183 _ JI project manager: MJ checked by: scale: BLB/Mp f AS NOTED I date: 03/18/19 sheet 001 project oil e w ::c;-,�r£aeuwrmnlnzx—e.Wnl� I c A LoBBY 150 ,16X14 CO-) C0 ■■C■■■■L PLAN 0 1/4._1._0- NORTH X C❑NFERENC ■ 00 e 0 -0 ■11 e MW1 NININ A • A e OFFICE CU-1] X • ca 125 FFICE. e ■ A • ,, 150 ■ C FERE ■ zzy« « « KEY NOTES ■ 8"0 UP TO ROOF CAP FOR EXHAUST. ■ 10"0 UP TO ROOF CAP O/A INTAKE, MAINTAIN 10'-0" CLEAR FROM AL EXHAUST AND VENT. PERMITISSUED _.,1uuuie aI �QII � w U w� Oo a w CD {aLl I O I � I W O1 I I I •o projt no„ 2019-0' project manager: checked by: BLB� scale: AS NO' date: 03/18, sheet M 2.1 project r LOCKING QUADRANT TO BE EXPOSED - FLEXIBLE DUCT WITH INSULATION & VAPOR BARRIER - TIE TO STRUCTURAL SUPPORTS 2" WIDE METAL BAND SUPPORT FAN SCHEDULE SELECTION DATA FAN DATA MOTOR DATA GENERAL DATA WEIGHT OPENING TAG SERVICE AREA MANUF'. * () MODEL CONFIG. CFM ESP ("WG) SONES HP RPM DRIVE VOLTAGE (LBS) L"xW" H" L"xW xH" L"xW" CONTROL ACCESSORIES EF-1-5 BATHROOMS GREENHECK SP-B70 CEILING 50 .2 1.1 45 WATT 563 DIRECT 120/1/60 10 14X12X8 * LIGHT INTERLOCK 1-7 (*) APPROVED EQUAL MANUFACTURER: COOK, TWIN -CITY, ACME, PENN ACCESSORIES NOTES: GENERAL FAN NOTES: 1. PROVIDE GRILLE COLOR PER ARCH. SPECS G. MOTOR STARTERS, DISCONNECTS (IF NOT FACTORY PROVIDED) AND ALL EQUIPMENT 2. PROVIDE BACK DRAFT DAMPER NORMAL POWER AND EMERGENCY POWER WIRING BY ELEC. CONTRACTOR 3. LOCATE BACK DRAFT DAMPER AT DISCHARGE 4. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH AND INTEGRAL THERMAL OVERLOAD PROTECTION, b. ALL CONTINUOUS -DUTY MOTORS SHALL BE PROVIDED WITH OVERLOAD PROTECTION COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO ANY PURCHASING. ACCORDING TO NATIONAL ELECTRICAL CODE PAR. 430-32. 5. PROVIDE BIRD SCREI=N C. FIELD ADJUST OPENINGS WITH STRUCTURE. 6. SUPPORT FROM STRUCTURE COMPLETE WITH VIBRATION ISOLATORS 7. PROVIDE WEATHERHOOD DRAIN AND CORROSION COATING. d. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE 8. PROVIDE WITH MOTORIZE DAMPER. ORDINANCE OR NOT EXCEED A NOISE LEVEL OF 65dB AS MEASURED 9. PROVIDE MOTOR SIDE GUARD RADIALLY 30 FT. FROM THE EQUIPMENT IN ALL DIRECTIONS. 10. PROVIDE SPARK RESISTANCE CONSTRUCTION FAN e. COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR ORDERING ANY EQUIPMENT. f. SEE PROJECT PLANS AND SPECIFICATIONS FOR OTHER FIELD SUPPLIED ITEMS AND ADDITIONAL INFORMATION. g. ALL FANS ON ROOF SHALL BE PAINTED AS PER ARCHITECTURAL SPECS. GALV. STEEL ROD OR STRAP SUPPORTS PER SMACNA STANDARDS SIDE TAKE -OFF FITTING WITH DAMPER, BELL MOUTH OR SHOETAP TYPE SQUARE TO ROUND MAIN SUPPLY AIR ADAPTER DUCT, SEE PLANS FOR TYPE AND INSULATION ------------ ------- GYPSUM BOARD \ / CEILING /Lr 1 SQUARE TO L- 1-1/2" X 1-1/2" X 1/8" GALV. ROUND I ANGLE OR STRAP PER SMACNA ADAPTER - CONNECT INNER DUCT WITH DRAWBAND AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION PROVIDE THERMAL INSULATION BLANKET IF INSTALLED IN UNCONDITIONED SPACE SUSPENDED TYPE LOUVERED FACE CEILING DIFFUSER CEILING SYSTEM WITH 2' X 2' LAY -IN ALUM. PANEL TYPICAL DIFFUSER DETAIL NOT TO SCALE NYLON DRAWBAND AND MASTIC AT EACH CONNECTION _, LOUVERED FACE CEILING DIFFUSER TAG SUPPLY AIR GRILLE SCHEDULE TAG MANUF. &MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC FM RANG NOTES A T1TUS/ TDCA-AA 24X24 SEE SCH. ALUM. NOTE #3 WHITE OBD 4-WAY MAX. 30 SEE SCH. 1-6 (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR caFF✓Fael 1. PROVIDE SPIN -IN COLLAR AT TRUNK TO FLEX DUCT CONNECTION. 2. PROVIDE TYPICAL 4-WAY DIFFUSION, 2-WAY OR 3-WAY ONLY WHERE INDICATED ON PLAN 3. REFER TO ARCHITECT PLANS FOR CEILING TYPE. FLEXSCFC-'DIA.E 4. FINAL COLOR SELECTION SUBJECT TO ARCHITECT APPROVAL. 5. FLEX DUCT SIZE TO BE SAME AS DIFFUSER NECK SIZE. 60" 50-125 CFM 6. PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN UNCONDITIONED SPACE. 80" 130-200 CFM 100" 205-330 CFM CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT/OWNER, 120" 335-450 CFM PRIOR TO ANY PURCHASING OR INSTALLATION, IF A BULDING 140" 455-600 CFM STANDARD HAS TO BE FOLLOWED REGARDING A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPANCY TO 160" 605-700 CFM THE ATTENTION OF ENGINEER. TAG RETURN AIR GRILLE SCHEDULE TAG MANUF. &MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC FM RANG NOTES AA T1TUS/ PAR -AA 24X24 SEE SCH. ALUM. NOTE #1 WHITE OBD - MAX. 30 SEE SCH. 2-3 (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR GENERAL NOTES CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT OR OWNER, PRIOR TO ANY PURCHASING OR INSTALLATION, 1. REFER TO ARCHITECT PLANS FOR CEILING TYPE. IF A BUILDING STANDARD HAS TO BE FOLLOWED REGARDING 2. FINAL COLOR SELECTION SUBJECT TO ARCHITECT APPROVAL. A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING 3. PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN ANY DISCREPANCY TO THE ATTENTION OF ENGINEER. UNCONDITIONED SPACE WE CFM RANGE NECK WE CFM RANG 0-150 CFM 15X15 0-900 CFM r6X67 0-250 CFM 18X18 0-1350 CFM 0-400 CFM 22x22 0-2000 CFM 12X12 0-600 CFM Co AIR CONDITIONING SPLIT SYSTEM EQUIPMENT SCHEDULE CONDENSING UNIT CU TAG MANUFACTURER &MODEL NOMINAL TONNAGE CAP. STAGES (S)EER/IPLV REFRIG./LBS UQ./SUCL'.. LINES N0. FANS FAN FLA(EA) N0. COMP. OMP.RLA(EA) VOLTAGE/PH MCA/MOCP WEIGHT (LEIS) L x W x H (IN) NOTES CU-1 CARRIER/24ABC 36A003 3.0 1 16 R410A/- 3/8: 7%8 1 0.50 1 14.1 208/1 /80 18.1 /30.0 165 35X35X29 1-8 CU-2,3 CARRIER/24ABC 42A003 3.5 1 16 R470A/- 3/8:7�8 1 1.20 1 17.9 208/1 /60 23.6/40.0 213 35%35X40 1-8 AIR HANDLING UNIT AHU TAG MANUFACTURER &MODEL TOTAL MBH MB TOTAL CFM 0/A CFM DBI/WB LEAV. DB/WB ROWS/FPI FAN HP/PLA HEATER KW VOLTAGE/PH MCA/MOCP WEIGHT (LEIS) L x W x H (IN) NOTES AHU-1 CARRIER/FV4CNFOO5T00 34.1 �ENSIBLE 25.0 1200 120 - 120 0.4 80/67 - - 0.50/4.30 8 208/1 44.7/45.0 172 22X23%54 1-8 AHU-2,3 CARRIER/FV4CNF005T00 41.1 29.7 1400 140 - 140 0.4 80/67 - - 0.50/4.30 8 208/1 44.7/45.0 172 22%23X54 1-8 NOTES 1. UNITS RATED PER ARI 210, 240 AND 270, APPROVED EQUAL: TRANE, YORK, LENOX, ETC. 2, PROVIDE WITH ELECTRIC EXPANSION VALVES, LIQUID LINE FILTER DRYER AND MULTI -USE 'SERVICE VALVES 3. PROVIDE COMPRESSOR WITH CRANKCASE HEATER AND MIN. 5-YEAR WARRANTY 4, PROVIDE HIGH AND LOW PRESSURE CONTROL AND OVER TEMPERATURE PROTECTION. 5. PROVIDE WEATHERPROOF ELECTRIC CONTROLS AND SINGLE SIDE SERVICE ACCESS 6. PROVIDE DISCONNECT BY ELECTRICAL CONTRACTOR FOR C.U., COORDINATE PRIOR TO PURCHASING 7. PROVIDE REFRIGERANT LINES SIZE AS RECOMMENDED BY MANUFACTURER, NOT TO EXCEED 50 FT. EQUIV. LENGTH FOR LONGER RUNS COORDINATE WITH MANUFACTURER PRIOR TO PURCHASE OR ANY WOF2K, 8. CONTRACTOR TO COORDINATE WITH ELECTRICAL TO INSURE THAT THE CONDENSING UNIT AND RACK ARE TIED TO THE LIGHTNING PROTECTION SYSTEM ON THE ROOF. COORDINATION NOTE: MECHANICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS AND ACCESSORIES WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASING AND INSTALLATION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF ENGINEER OLE TURNING Ir11AUV%`3IN� HANG ALL DUCT PER SMACNA STANDARDS CHANNEL STRAP &SADDLE TURNING SPUTTER DAMPER CONTROL ROD W/ LOCK Q. moti m 2" X 2" X 3/16" STEEL ANGLE WITH 3/8" BOLTS TO BASE OF UNIT AND � 3/8" EXPANSION ANCHORS WITH 3 3-1/2" EMBEDMENT INTO CONCRETE � � = PAD SPACE ALL FASTENERS AT 12" O � � O.C. AND 6" MAX. FROM ENDS. � I � (TYPICAL 4 SIDES) Woo z F�lr� 11111 � 3/8" ALL THREADED STEEL ROD &STUD 3/8" BOLTS PRING-ISOLATORS W/1"MIN. STATIC ANCHOR (TYPICAL) DEFLECTION (4 REQ) SLAB (4 REQ.) 1-3/8- 1T I BUILT-IN DISCONNECT SWITCH 0/AI REFRIGERANT LINES } (SEE MANUFACTURER VD RECOMMENDATION FOR SIZ ). uu DUC S/A DUCT � SECONDAR DRAIN PAN, TO EXTEND 4" BEYOND UNIT ON f � � DRAIN ALL SIDES. PROVIDE FLOAT / Dy SWITCH 70 SHUT DOWN UNIT AS SECON RY DRAIN PAN 2" X 1" UNISTRUT CEILING FILLS. PRIMARY DRAIN PAN W/ AUTOMATIC FLOAT SWITCH NOTES a-IVAC DETAIL) PER 2017 FBC(M) 1. SUSPEND AIR HANDLING UNIT FROM ROOF STRUCTURE IN CEILING SPACE (HORIZONTAL POSITION) WITH 3/8"0 THREADED STEEL RODS AND VIBRATION ISOLATORS. SEE STRUCTURAL PLANS FOR LOCATION OF BEAMS, JOISTS, ETC.. MECHANICAL CONTRACTOR SHALL PROVIDE ALL REQ'D. STEEL NOT INDICATED ON STRUCTURAL PLANS. 2. RUN CONDENSATE LINE TO EXTERIOR OF BUILDING PER PLUMBING PLANS. INSULATE SECTION LOCATED ABOVE CEILING, CONDENSATE DRAIN SHALL BE TRAPPED AS REQUIRED BY AHU MANUFACTURER. 3. ADEQUATE CLEARANCE FOR MAINTENANCE, FILTER REMOVAL AND UNIT REMOVAL SHALL BE PROVIDED. UNIT MANUFACTURER SHALL PROVIDE DETAILED ACCESS REQUIREMENTS 70 CONTRACTOR PRIOR TO INSTALLATION OF UNIT &FIELD VERIFY INSTALLATION UPON COMPLETION OF 1095 WORK. HVAC UNIT DETAIL NOT TO SCALE DETAIL PERMIT ISSUED - CONSTROC'PtONISSUED - i I V I � w U � I a 1 I-1 w F O o a [� A y o � o I � I E ffk a: o h i projt. no.: 2019-0183 project manager: Md checked by: vBLB/MP scale: AS NOTED date: 03/18�19 rsheet M641 I I project <y Mai 12' \�2 SK� � i 12. i I i Fv HWG Uv Go iT N I N�V i i °R I yQ1} Ji- L V OF J I AV \ OF 3" SANITARY LINE, FIELD VERIFY EXACT SIZE AND LOCATIONyQ} ROUGH -IN PRIOR TO I s' 51` SANITARY ISOMETRIC N.T.S. \ I I NB Ci I� 1" DOMESTIC WATER �^ \ LINE, FIELD VERIFY 3/4 EXACT SIZE AND LOCATION PRIOR TO I ROUGH -IN 314 e v I H� ` vI UROLAV ov ✓V4" VIM I I 00 I He DOM. WATER ISOMETRIC N. T. S. 3/4" GRAVEL 12" MIN. (TYP) r 12" MIN. (TYP) RELIEF PIPE 7 FINISHED GRADE -GROUT AT INLET 1-1/2" CONDENSATE DRAIN LINE FROM BUILDING -24" DIAMETER X 30" LONG SECTION OF CORRUGATED METAL DRAINAGE PIPE FILL PIPE WITH 3/4" GRAVEL. PLUMBING FIXTURE SCHEDULE LAV LAVATORY, AMERICAN STANDARD #0491.019 RONDALYN COUNTER TOP, FAUCET, T&S BRASS BS-2701-VF05 SINGLE LEVER HANDLE W/ETF 460 A GRID DRAIN. HANDICAP LAVATORY, AMERICAN STANDARD, LUCERNE WALL HUNG LAVATORY MODEL #0356.028. WHITE, WITH T&S BRASS FAUCET'BS-2701-VFO5. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPOR HLAV SUPPORT CARRIER FOR MOUNTING OF LAV. WADE MODEL # 520-M36. SUPPLY PLUMBEREX MODEL #4333 INSULATION KIT. MUST MEET A.D.A. CODE. WC WATER CLOSET, AMERICAN STANDARD 2333.100 FLOOR MOUNTED, WHITE CENTOCO SEAT # 500CC, OPEN FRONT WITH COVER. A.D.A EL 1.28 ELONGATED OR EQUAL. HANDICAP WATER CLOSET, AMERICAN STANDARD #215AA.004 FLOOR MOUNTED, WHITE, CENTOCO SEAT HWC #50OCC, OPEN FRONT WITH COVER. A.D.A EL 1.28 ELONGATED 18" HIGH OR EQUAL. SINGLE STAINLESS STEEL SINK, 25 X 22 DAYTON MODEL #K-12522 WITH A SK T&S BRASS FAUCET MODEL #6-0199-01-N05 WITH A 5-11/16" SPREAD GOOSENECK WITH 4" WRIST BLADE FAUCET HANDLES. FIAT MSB MODEL # 2424 MOLDED TERRAZZO BASIN WITH DRAIN BODY AND STRAINER. MOP FIAT SERVICE SINK FAUCET MODEL #830-AA, WITH FIAT 832-AA HOSE AND HOSE BRACKET SK DISCHARGE; PAIL HOOK AND TOP BRACE; VACUUM BREAKER, FIAT #889-CC MOP HANGER AND BP SPLASH CATCHER WALL GUARD. HANDICAP/DRINKING FOUNTAIN, ELKAY BI-LEVEL WALL MOUNTED HDF/DF BARRIER FREE MODEL # EZSTL8WSLK WITH BOTTLE FILLER, WADE 440-AM11-M36 CARRIER AS REQUIRED. 115V, 4.5 A, MUST MEET A.D.A. CODE. EWH WATER HEATER SHALL BE 30 GAL. ELECTRIC 208V, 1 PHASE, 4.5 KW. LOCHINVAR TALL MODEL ETT-030-KD. UR URINAL AMERICAN STANDARD, WASHBROOK #6501.010, FLUSH VALVE SLOAN ROYAL #186-1, WALL MOUNTED, WHITE URINAL. WALL CARRIER, WADE # 400AM11-M36. MUST MEET A.D.A. CODE. GENERAL NOTES: (1) - FIXTURES SHALL BE AS SHOWN OR EQUAL. �2 - ALL FIXTURES SHALL COMPLY NTH TABLE 604.4 OF FBC 2017 33 - ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED TO TRAP, ANGLE STOP, FLUSH VALVE, SUPPLY TUBES, AND CLEANOUT COVER PLATES SHALL BE OF THE SAME FINISH AS THE ABOVE SPECIFIED FAUCET AND PER ARCHITECTURAL FINISH SCHEDULE. (4) - ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY. HEAT TRAP (OMIT IF HEAT TRAP IS AN INTEGRAL PART OF HEATEF HOT WATER TO FIXTURES AS SHOWN ON PLANS - PROVIDE FULL PORT BALL SHUTOFF VALVES PROVIDE PIPE UNIONS, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS. ATTACH STRAP W/ 3/8" LAG SCREWS INTO BLOCKING OR STUDS 2" 16 GAGE STRAP AROUND HEATER THERMOSTAT AND PRESSURE REGULATOR FURNISHED WITH WATER HEATER. DRAIN PAN WITH MINIMUM 2" HIGH SIDES - STUD WALL 2x BLOCKING BETWEEN STUDS (TYP) EXPANSION VALVE 1 COLD WATER SUPPLY TO WATER HEATER. PROVIDE A 2107 TEMPERATURE AND 150 PSI PRESSURE RELIEF VALVE WITH TEST LEVER SIZED WITH AGA/CGA TEMPERATURE STEAM RATING 10% OVER HEATER INPUT PROVIDE A HARD J COPPER RELIEF VALVE DISCHARGE LINE FULL SIZE OF VALVE OUTLET RUN TO INDIRECT WASTE IN SAME ROOM OR TO OUTSIDE BUILDING 6" ABOVE GRADE WITH A VISIBLE AIR GAP IN SAME ROOM PER FLORIDA BUILDING CODE 2014 SEC. 506.7.1 DRAIN VALVE BY HEATER MANUFACT. 1/2" PLYWOOD PLATFORM ABOVE MOP SINK ® 8'-0"AFF V.I.F. MOUNTING HEIGHT W/LOCAL BLDG. OFFICIAL & ARCHITECT. B-LINE FIG. 83066 ANGLE BRACKET (TYP.2) PROVIDE A DRAIN PAN, RUN OVERFLOW LINE TO EXTERIOR OF BUILDING AT 6" ABOVE GRADE OR NEAREST APPROVED INDIRECT WASTE. 3/8" LAG SCREW (4 MIN.) INTO BLOCKING OR STUDS PIPING ARRANGEMENT SHOWN IS SCHEMATIC, ADJUST TO SUIT FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. SET HEATER THERMOSTAT AT 120' F. PROVIDE MIXING VALVES AS REQUIRED AT LAVATORIES TO COMPLY WITH FBC ENERGY 504.3 PLATFORM MOUNTED WATER HEATER DETAIL NOT TO SCALE PLUMBING NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SCOPE OF WORK. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, 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 AND OF GOOD QUALITY. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY -OPERATIONAL. 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, INSPECTIONS AND TESTS. PLUMBING CONTRACTOR SHALL OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. CONTRACTOR SHALL SUBMIT TO ARCHITECT/ENGINEER, FOR REVIEW & APPROVAL, FIVE (5) SETS OF MANUFACTURER'S CUT SHEETS FOR EACH FIXTURE, PIPING/FITTING MATERIAL AND EQUIPMENT ITEM WITH ASSOCIATED CONTROLS, THAT ARE INCLUDED IN THE CONTRACT. B. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ARCHITECT/ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 10. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERT ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 11. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. ALTERNATE PIPING & FITTING MATERIALS MAY BE USED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, TABLES 605.3, 605.4 & 605.5, WHEN APPROVED BY ENGINEER OF RECORD AND LOCAL AUTHORITY HAVING JURISDICTION. PROVIDE ALTERNATE FOR CPVC PIPING & FITTINGS EQUAL TO LUBRIZOL CORZAN OR FLOW -GUARD GOLD. PROVIDE ALTERNATE FOR PEX TYPE 'A' PIPING & FITTINGS EQUAL TO UPONOR. ALTERNATES ARE PERTINENT FOR WATER SERVICES KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS OR OTHER PARTICULAR CIRCUMSTANCES AS DEEMED APPROPRIATE BY DIRECTIVE FROM THE OWNER. CONTRACTOR SHALL PERFORM A WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION AND SHALL SUBMIT TEST RESULTS TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. DISINFECTION OF POTABLE WATER SYSTEM SHALL COMPLY WITH FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, SECTION 610. ALL WATER PIPING & FITTINGS SHALL BE OF DOMESTIC MANUFACTURE; SPECIFICALLY IN THE UNITED STATES OF AMERICA. 12. SOIL, WASTE, VENT, AND RAINWATER (DWV) PIPING & FITTINGS SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. PVC PIPING SHALL BE SOLID -CORE ONLY; FOAM -CORE PIPING SHALL NOT BE ACCEPTED. CAST IRON PIPING & FITTINGS SHALL BEAR THE CISPI-301 MARK. ALL DWV PIPING & FITTINGS SHALL BE OF DOMESTIC MANUFACTURE; SPECIFICALLY IN THE UNITED STATES OF AMERICA. 13. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE ANGLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS (WHERE REQUIRED). COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 14. PROVIDE APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED & LOCATED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS & PDI-WH2O1. 15. PROVIDE DIELECTRIC COUPLINGS OR FLANGES BETWEEN ALL DISSIMILAR METALS IN PIPING AND EQUIPMENT CONNECTIONS. 16. ISOLATE COPPER PIPING FROM METALLIC HANGERS OR SUPPORTS WITH ISOLATOR PADS OR NON-CONDUCTIVE MATERIAL. 17. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING ANNULAR SPACE BETWEEN PIPING AND SLEEVES WITH INTUMESCENT CAULK, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS, AS PART OF THE PLUMBING CONTRACTOR'S WORK. 18. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORREC11ON 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. 19. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS PANELS IN RATED WALLS SHALL MAINTAIN THE SAME RATING AND SHALL MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 20.PROVIDE COMBINATION CLEANOUT PLUG AND COVER PLATE OR ACCESS PANEL FOR ALL WALL CLEANOUTS. FINISH TO MATCH NEARBY FIXTURE TRIM. 21. NO COMBUSTIBLE MATERIAL SHALL BE INSTALLED IN MECHANICAL ROOMS NOR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 22. NO WATER, SANITARY OR DRAINAGE PIPING SHALL BE INSTALLED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 23. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE FURNISHED FOR OWNER/OPERATOR. 24. CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION AND A VAPOR -BARRIER JACKET PER FLORIDA BUILDING CODE 6TH ED111ON (2017) - ENERGY CONSERVATION, TABLE C403.2.8. PVC WITHOUT INSULATION IS ACCEPTABLE FOR RISERS AND BELOW GRADE PIPING. WHEN USED IN A RETURN AIR PLENUM, PVC PIPING WITH INSULATION IS ACCEPTABLE IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. CONDENSATE PIPING SHALL NOT DRAIN ONTO THE ROOFING SYSTEM NOR ANY OF ITS COMPONENTS. CONDENSATE PIPING ARRANGEMENT IS EXEMPT FROM MINIMUM EQUIPMENT CLEARANCE REQUIREMENTS PER FLORIDA BUILDING CODE 6TH EDITION (2017), SECTION 1522.3.5. ALL HORIZONTAL RAINWATER PIPING RUN ABOVE FINISHED FLOOR THAT RECEIVES CONDENSATE DISCHARGE SHALL BE INSULATED WITH ARMAFLEX AND A VAPOR -BARRIER JACKET. 25. HOT WATER PIPING INSULATION SHALL BE PROVIDED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING, TABLE 607.5 & FLORIDA BUILDING CODE 6TH EDITION (2017) - ENERGY CONSERVATION, TABLE C403.2.8, CONTRACTOR SHALL USE ARMAFLEX OR EQUAL WHERE APPLICABLE. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING, ALL COLD WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION AND A VAPOR -BARRIER JACKET, PER FLORIDA BUILDING CODE 6TH EDITION (2017) - ENERGY CONSERVATION, TABLE C403.2.8. 26.AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. 27. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 28•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. 29. ALL HORIZONTAL RAINWATER PIPING THE RECEIVES CONDENSATE DISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1" THK. ARMAFLEX. 30. 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. 31. SUPPLY TRAP PRIMER FOR ALL FLOOR DRAINS, FLOOR SINKS, HUB DRAINS, ETC. SHOWN ON PLANS. 32. CONTRACTOR TO FIELD VERIFY ALL SUPPLY PRESSURE REQUIREMENTS AND LIMITATIONS. PROVIDE PRESSURE REDUCING VALVE IF REQUIRED. PLUMBING SHEET INDEX SHIN# MSCFWMCt4 PO.1 PLUMBING NOTES, LEGENDS, ISOMETRICS, AND DETAILS P2.1 SANITARY PLAN P3.1 DOMESTIC WATER PLAN PLUMBING LEGEND CO CLEAN OUT SANITARY SEWER PIPING S.O.V. SHUT-OFF VALVE VENT PIPING COTC CLEAN OUT TO GRADE $- - -S DOMESTIC COLD WATER PIPING FS FLOOR SINK HOT WATER PIPING (110') CW DOMESTIC COLD WATER 5-----i HOT WATER PIPING (140') HW DOMESTIC HOT WATER HOT WATER RECIRCULATING PIPING HWR DOMESTIC HOT WATER RECIRCULATING S-CD CONDENSATE PIPING HB HOSE BIBB S-CA --- s COMPRESSED AIR PIPING VTR VENT THRU ROOF S--T&P-S TEMPERATURE AND PRESSURE RELIEF GATE VALVE S- SD STORM DRAIN PIPING DOQ GLOBE VALVE G -S GAS PIPING jv CHECK VALVE S-0-S PIPE RISE UP GAS SOLENOID VALVE S--.}S PIPE DOWN OR DROP i GAS COCK E-- CAPPED END OF PIPE WATER HAMMER ARRESTER (PDI No.) POINT OF CONNECTION 0 FD FLOOR DRAIN ---Lj P-TRAP PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. - WERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. 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. NOTE: 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. =/6k1'4 TO SCALE AIL 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-B 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 2017 PCRMIT ISSUED - CONSTRUCTION ISSUED - H Q H O � W w U U aH w� W W � O z w zz a U � v projt. no.: 2019-0183 project manager: MJ checked by: BEB/Mp scale: AS NOTED date: 03/18/19 sheet Pool project a a 4 ❑FFICE ❑FFICE OFFICE ❑FFICE ❑FFICE ❑FFICE mum 0-4 AM_ { •. f �v�'mmw«>®vwmxwmwxx«w««mweunwmm OFFICE HWC HWC �— y SK JAN, FD FD 00 HLAV HLAV F, /4" OFFICE T1 COFFEE/ ""` CONFERENCE f ix n m !� annlai•maxna b., M a a . �r..mr�...xxk-i...m..m..xrwewenv+YMm v UR •MEN L• r -- RECEPTION " TrA1RiYa JL A N CONFERENCE COPY " a a CONFERENCE fl ❑FFICE �z • • f C.O. O DRYWELL KEY NOTE Ot 3" SANITARY LINE, FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO ROUGH -IN. PERMIT ISSUED CONSTRUCTION ISSUED - v- r d °q$N �yp10fill1Att a v � x rl w a� �1 Q w U �--, a w� 0 a QW-�I Im'q VW1 a .`zIj V/ A J rprojt, no.: 2019-0183 project manager: MJ checked by: BLB/MP scale: AS NOTED date: 03/18/19 sheet P2.1 project M7 i HB� 1 I OFFICE I I 1 RECEPTION • • • M nI�WMMMNMMMM.( Y� y� _,We®...�_.�_�,. 0@#I ' an Fidtul;,NiklifNtfAif4"""[ r.Ulii_n m OFFICE OFFICE ,� • ��x�n�a u • g e�reaxa3.—se; w • FJIIPIN ._._._....._............ Ni0. W�MMI164Mmitm6ll ....._..._..........._......._. DF/HDF MM5:3 TM WATER` PLAN OFFICE IF Cl ❑FFICE • ❑FFICE �- - - - - - - - - - - - - - - - - - - - ------- HB CONFERENCE vp vay.vov.vo..•— vp • • CONFERENCE • • yz KEY NOTE Oj 1" DOMESTIC WATER LINE, FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO ROUGH -IN. PERMIT ISSUED CONS'I'RucrtoN ISSUED - I —I wu U a w O o a ci z w r F a x� w Q Tsheet P3.1 project