Loading...
HomeMy WebLinkAboutBUILDING SITE PLANN REVISIONS BY W_ z Q a i 0 U N z W I I Q 0 I LL 0 PROPOSED ,- U1 i� *�1 W UlU)o ul M ir z "M OZ o zWZQ ADDITION M y 3 LU W w 0 w Ug Z +THE NATIONAL NAVY W O (9 00 I Cl)-I ow to E Q z SE i ® o, 33HAYAIA00 N HIG WI w It ,,► LL 0 W z 0� . ► Q"' 0 OP THE FORT PIERCE... FL 34949 1 =3 o � N LIJ co I 0 11 ST. LC CIE COL'''TI' n RE DISTRICT 00 0) TFI �� pl�iN� AND ALL PROPOSED WORK REVIE«-6D FOR CO. pLIANCE � SUBJECT TO FIE z Aq g�Af� TO ANY CORRECTIONS -�' SEE ATTACHED �ISIC1S�%� }LL Q qq. REbOlA &FIRLDINSPECTORS THAT t RENrIE�rEDBY. /'+ 0 O Q MAY ICE NdI:�WY IN ORDER TO t o? &®(yl�pk!fw11�ti1�6M�IMaQA1�00�. DATE: _—___— U LL 0 W Q Q 0 U) LL SITE LOCATION MAP LIST OF CONSULTANTS INDEX OF DRAWINGS z 0 = J OWNER CRAIG MUNDT co DIRECTOR - UDT-SEAL MUSEUM ASSN.,INC. T-1 TITLE SHEET PRE—ENGINEERED BUILDING DRAWINGS 3300 N. HIGHWAY A1A w � w FORT PIERCE, FL 34949 U1 U (772) 595-5845 W 1..` SURVEY SPC-1 SPECIFICATIONS SHEET O Z � AGENT: AHRENS COMPANIES CBC-006515 SPC-2 SPECIFICATIONS SHEET Q z W C 1461 KINETIC ROAD 101 SITE PLAN a LAKE PARK, FL 33403 2 401 FOUNDATION PLAN CC O Z O (561) 863-9004 102 GRADING AND DRAINAGE PLAN 0 103 GRADING AND DRAINAGE DETAILS 402 FOUNDATION DETAILS N CL (C CONSULTING ENGINEERS AND LAND SURVEYORS SURVEYOR: CARTER ASSOCIATES, INC. 104 STORM WATER POLLUTION PREVENTION PLAN z Q Cl)O 1708 21ST STREET 105 SITE UTILITY PLAN (WATER & SEWER) 501 PLUMBING PLAN U. SITE VERO BEACH, FL 32960 106 WATER AND SEWER UTILITY DETAILS Q FLORIDA 6 2-4191 DAREGISTRATION # 4765 107 WATER AND SEWER UTILITY DETAILS 503 PLUMBING DETAILS 503 PLUMBING RISERS LL O 108 WATER AND SEWER UTILITY SPECIFICATIONS 0 CIVIL CUNNINGHAM09 WATER AND SEWER UTILITY SPECIFICATIONS } ENGINEER: COONNSSULTINULTIN M & DURRANCE G ENGINEERS, INC. 601 AIR CONDITIONING PLAN � 400 EXECUTIVE CENTER DRIVE 110 SITE ELECTRICAL PLAN IFmm SUITE #108 602 AIR CONDITIONING PLAN ENLARGEMENTS, DETAILS W s, N. A1A WEST PALM BEACH, FL 33401 a (561 4b029-5455 LS-1 LIFE SAFETY NOTES 0 LS-2 LIFE SAFETY PLAN 701 FIRE ALARM PLAN a 702 FIRE SPRINKLER PLAN BUILDING XUAN CHEN, P.E. W ENGINEER 1461 KINETIC ROAD 301 FLOOR PLANto SEAWAY DRIVE LAKE PARK, FL 33403 801 ELECTRICAL POWER PLAN 302 FLOOR PLAN ENLARGEMENT N I o (561) 863-9004 802 LIGHTING PLAN I FLORIDA REGISTRATION # 58578 303 OVERALL WEST AND EAST ELEVATIONS 0 o 304 WEST AND EAST ELEVATION ENLARGEMENTS 803 ELECTRICAL PANELS, DETAILS z _ FIRE PROTECTION DELTA FIRE PROTECTION ENGINEERING Q I a ENGINEER: 111 TECH DRIVE 305 NORTH AND SOUTH ELEVATIONS _ 0 1A �� N SANFORD, FLORIDA 32771 306 ROOF FRAMING PLANCON: w (407) 328-3000 ST. LUCIE COUNTY �IEDfASTENfRB I U VIP"NIA AVENUE / sR 70 LICENSE # EF 0001 107 307 ROOF PLAN PLAN REV AerREq CBA7ACN 0 X o a 308 REFLECTED CEILING PLAN �MS/Bl1n,� MECHANICAL FAE CONSULTING ��l ar1HE DATE ENGINEER: MICHAEL N. LANSING 309 ROOM FINISH SCHEDULE/RESTROOM ELEVATIONS �Of } LOCATION MAP OLT.S,) BOCA RATON,1640 NW DAVENUEFLOR FLORIDA 33432 a SCALE -10 310 DOOR AND WINDOW SCHEDULE/DETAILS DATE: U NONE SGANNE[i (561) 391-9292 311 BUILDING SECTIONS LICENSE # 19315 ELEC: N 312 WALL SECTIONS DRAWN St. Lucie County DATE: 0 JAo ELECTRICAL MARIO FERNANDEZ P.E. 313 WALL SECTIONS PLUMB: z JOB ENGINEER: OVIE CANTEEN COURT 314 WALL SECTIONS DATE: 3 10-000046 OVIEDO, FLORIDA 32765 MECH: (407) 542-3865 315 MISCELLANEOUS DETAILS DATE: 2 Q SHEEP STATE LICENSE # 37266 T_� N I F OF 1 SHEETS FOUND 3/4"0 IRON PIPE \S89-4: NO/CAP - NO I.D. \53.95' 66 j FOUND 1/4"0 IRON ROD NO CAP - NO I.D. (0.30'S.) �r \ i VY WEST RIGHT -\\ WAY LINES � afi �5 N2 `pl C16 95°N FOUND 4' X 4" CONCRETE MONUMENT WITH DISC STAMPED: 16"W(C) RLS 238123 FOUND 4' X 4" CONCRETE MONUMENT SRD)(C) WTH DISC STAMPED: 24 169.57' t/� PRM 2391' 53.95' F NORTH LINE 115.72' SECTION 25/34/40 �rcU P.O. C. (LESS & EXCEPT) ss 48'14" (SRD)(C) (NORTHWEST CORNER -SECTION 25) (NORTHEAST CORNER -SECTION 26) \ EST RIGHT -OF- EXHIBIT "A" A - WAY LINE PART 1, 2 & 3 4' m P.O.B. SUBJECT PARCEL METES & BOUNDS R=2914.93' \ L=197.16' Tan=98.62' Delta=3"52'32" Ch B=14118"35'24"W Ch=197.13' N89'25'23"W 266.50' STATE OF FLORIDA DEPARTMENT OF NATURAL rl RESOURCES 'Sn LUCIE COUNTY COASTAL CONSTRUCTION CONTROL LINE' q® SHEET 5 OF 10 NN. Y DATED 911511988 N PLAT BOOK 26, 26A-261 O" i ST. LUCIE CO.. FL. 24 q 1 FLOOD ZONE FLOOD ZONE FLOOD ZONE FLOOD ZONE "X" (OUTSIDE 500 YR.) 'AO" (DEPTH 1') "AO" (DEPTH 2') "VE" (EL. 14'NGVD'29) M^ a CURVE DATA (C) o *ro RADIUS-2914.93' ry A) U\\ _10 (C) CORNER DELTA-1'33'28" \`� `10.", N�o2�,� NNOT OTFSETD LENGTH=79.26' N �;, END OF CURVE 0, a SET 1/2"0 IRON ROD & 2Mry^ CAP STAMPED: 2 c CARTER ASSOC." 70 FOUND-11/26/08 N o FOUND-10/19/10 239 9 o u // SURFACE ROAD �, PSpNPLt x N o.� '� �, 4• \ ARCEL DESCRIBED IN �' \ EXHIBIT "A", P. PPER BEACH PAR ZB��'i�Ci EXHIBIT "A" PART I �AJA Ob k PART 1 9 15 Oi N 76 930, El ��•?. EXHIBIT „A^ � / •$ PART 1 a �, CURVE DATA (D) ��9 9 RADIUS=2914.93' r� CB=N17'53'15"W CD=140.85' GTE Gyp CURVE DATA (C) CB=N18'02'17"W `Z, CD=140.96' v ' RADIUS=2914.93' DELTA=2'46'16" Z FOUND POUR D-IN-PLACE \ t, CONCRETE ONUMENT L=140.98' WITH DISC TAMPED: TBM#1 =TOP OF / REBAR CAP STATE OF FL IDAJ "A-30 (94-7 - -30)" / DEPARTMENT OF aTURAL EL. 5.53 NAVD'88 RESOURCES "ST. UCIE / SET 1 /2"0 IRON ROD & COUNTY COASr' L / 50 % CAP STAMPED: 38.15' SHEET oFmio LINE' ASSOC." I DATED 9/15/1988 D BEGINNING OF CURVE f I LAT BOOK 28, 26A- 61 FOUND-11/26/08 ST. LUCIE CO., FL. N © I SV FOUND-10/19/10 \ i MUSEUM PARCEL I o EXHIBIT A 164,103.05 sq.ft. I o 0 3.76 acres 4 XY.*. SLLAAB. fo \� 8' "MAINTENANCE RV TRAILER" RESCUE VESSEL Z ET4E X DISPLAY MULTI-S `� oa TY. cas. O N 12' & CK F.F. 94 BUILDING DESERT PATROL-1 BORDER NA a0 oyQ, O VEHICLE DISPLAY I C� WIAC UNITS CONC. SLAB A B \ rmDtn 2 LPi OF7 STATION—�-CP •0'• nOp �.aa 1 MH. 26'DIA. &OCK MULTI -STY. MD PANELC WPLL� C.B.S. "PUMP' BUILDING 'NATIONAL NAVY W/12" X 12' F.F.EL.21.6i ^ Ti LOT -SEAL CCWC '88 PAD NA YD'88 TUNS. o'11Ai'1511 LOCATION OF �]41 \\DSV' DISPLAY W (8 y'�,j y` (O FWNTAIN "LESS 8 EXCEPT" O "LESS 8 EXCEPT" �'n TTn1p N\` PARCEL DESCRIBED IN PARCEL DESCRIBED �, NS ^ o N APPROXIMATE ^ W, '01 LOCATION OF EXHIBIT 'A" o IN EXHIBIT "A" \ tT. )HELICOPTER Ln PEPPER BEACH PARK w PEPPER BEACH PARK po A PROX/MA DISPLAY f ® V. D, PART 3 IT, PART 2CA rn J L noN O Q O� N NO 01 LAY" 'M K6nON 0 �✓ N• O PI N N. NW a Tn SOUTH LINE OF GOVERNMENT LOT 1. SECTION 26134140. �765.21'(D) Y S89'35'23"E (D89'35' SOUTH LINE OF GOVERNMENT LOT 1, SECTION 25134140, 249.80'(D) 23"E (D) N89'35'23"W (D) GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft" WEST RIGHT-OF- WAY LINE R n 6' WIDE LOCA 0 FPL 'PBR" D LA EASEMENT JA RB 779 GE2371 XIMATEON OF APPR XI lEDISPLAY L. OF % "PBR ISPLAY 047E- �' X H U N SET 1/2"0 IRON ROD CAP STAMPED: "CARTER ASSOC." FOUND-11/26/08 RE-SET-10/,9/'a FLOOD ZONE "VE" (EL. 14'NGVD'29) / 31B 5 i MEMORIAL slar ['-MACHINE GU by \ DISPLAY A ,RO) 'PROXIMATE OCA TII DCA71ON OF SV" DISPLAY \ BSTAi DISb1 Td of N OF "LCPR" DISPLAY ASPHALT PARKING AREA / FENCE CORNER - OF P/L FOUND 4" X 4" CONCRETE MONUMENT �G TOP BROKEN \ NO I.D. FOUND-11/26/OS FOUND-10/19/10 N EAST RIGHT-OF- WAY LINE 5 '5' WIDE WOOD WALKWAY OF 5,1 WIDE CONCRETE WALKWAY (rrP) SEAL MEMORIAL / 19' RADIUS 6' HIGH \ CHAIN LINK FENCE O0 54 M OE CONCRETE WALKWAY (Tv.) 1 N89'38'49"W (I xN89'29'45"W I X ASPHALT OF FLORIDA IT OF NATURAL 3' 'ST. LUCIE Y COASTAL N CONTROL LINE" F5 or 10 PLAT ST. FLOODZONE "X" (OUTSIDE 500 YR.) ROAD FLOOD ZONE "AO" (DEPTH V) 6 5� N 1150246.0775 E 727082.8400 APPROXIMATE VLOCATION OF TOP OF "DUNE OILUFF" AND EDGE OF VEGETATION REMAINDER OF "PEPPER BEACH PARK" BEACH PROFILE AND THE MEAN HIGH WATER ELEVATION HAS NOT BEEN UPDATED FOR THIS SURVEY DATED: OCT. 19, 2010 7.5' X TO' ELEVATED LIFEGUARD STATION 6'a '5 WIDE �I W000 WALKWAY EDGE OF VEGETATION 11-18-08 c (1_ P NG X 48'LL 9. PAD Cyd CAL) m$ 01 a1't FOUND POURED -IN -PLACE CONCRETE MONUMENT WITH DISC STAMPED: "DNR T-25" FOUN 4" X 4" FOUND-11/26/08 CONCRE MONUMENT NO I.D. FOUND- 1/26/08 BOUNDARY & TOPOGRAPHIC SURVEY of the National Navy SEAL Museum Memorial at Pepper Beach Park OF A PORTION OF GOVERNMENT LOT 1, SECTION 25 AND A PORTION OF GOVERNMENT LOT 1, SECTION 26 TOWNSHIP 34 SOUTH, RANGE 40 EAST ST. LUCIE COUNTY, FLORIDA APPROX/MEAE LOCATION OF "MHWL' BASED ON HIGH & LOW WATER MARKS (61,512002) t; N � W j I ca N N 01 pad 1"�►1 APPROXIMATE LOCATION OF' "MHWL" BASED ON HIGH & LOW WATER MARKS (61512002) 1 w0 �! P \ws APPROXIMATE LocnnoN of rn p TOP OF "DUNE \ BLUFF" AND EDGE OF VEGETATION \ APPROXIMATE LOCATION OF MHWL" BASED ON HIGH & LOW WATER MARKS (61512002) Y6 \ 11.5' FENCE CORNER- FOUND-1Q/19/10 OWN. OF PA \ SOUTH LINE OF GOVERNMENT LOT 1, SECTION 25/34/40 N80, 64 81 OS'� 233.19' 170.80' )'59"W 695.41' % "APPARE�T USE" \NORTH LINE OF GOVERNMENT FENCE CORNER- 6' HIGH OD LOT 2. SECTION 25134140. \ 10-S. OF PA \ "PRIVACY" IENCE SET 1/2"0 IRON ROD Z O� n W W O 1� V 6,,, TP �0 y 2 �lv i O N, a m� ✓ ✓ FLOOD ZONE FLOOD ZONE AO" (DEPTH 2') "VE" (EL. 14'NGVD'29) 3.O NORTTTFFF111 CAP STAMPED: OF P/L\ "CARTER ASSOC." FOUND-11/26/08 FOUND-10/19/10 FLOOD ZONE "VE" (EL. 14'NGVD'29) 58.92' DESCRIPTION OF NATIONAL NAVY SEAL MUSEUM MEMORIAL PARCEL AT PEPPER BEACH PARK (PROVIDED BY CLIENT): "EXHIBIT A PEPPER BEACH PARK A PART OF SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 25, THENCE SOUTH 00*02*55" WEST ALONG THE EASTERLY LINE OF SAID SECTION 25 FOR A DISTANCE OF 803.54 FEET TO A POINT, • THENCE NORTH 7137'15" EAST A DISTANCE OF 189.06 FEET TO THE EASTERLY RIGHT-OF-WAY OF STATE ROAD A-1-A AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH 7137'15" EAST A DISTANCE OF 232.50 FEET TO A POINT- THENCE SOUTH 55'58'25" EAST A DISTANCE OF 91.95 FEET TO A POINT,' THENCE SOUTH 15'05'45" EAST A DISTANCE OF 562.82 FEET TO A POINT, • THENCE NORTH 8972945" WEST A DISTANCE OF 286.30 FEET TO THE EASTERLY RIGHT-OF-WAY OF STATE ROAD A-1-A; THENCE NORTH 16'30'05" WEST ALONG THE EASTERLY LINE OF SAID STATE ROAD A DISTANCE OF 401.35 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 2,914.93 FEET,• THENCE ALONG AN ARC OF THE SAID CURVE, SAID ARC HAVING A CHORD BEARING OF NORTH 17'53'15" WEST, AND A CHORD DISTANCE OF 140.85 FEET, TO THE POINT OF BEGINNING. ALL BEARINGS BASED ON THE STATE ROAD DEPARTMENT DATA AS SHOWN ON RIGHT-OF-WAY MAP OF STATE ROAD A-1-A DATED APRIL, 1950. AND GOVERNMENT LOT 1 OF SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST LESS THE RIGHT-OF-WAY FOR STATE ROAD A-i-A AND LESS THE FOLLOWING DESCRIBED PARCEL: COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 25, THENCE SOUTH 00'11'37" WEST 645.34 FEET TO THE POINT OF BEGINNING, THENCE SOUTH 893523" EAST 38.15 FEET, THENCE SOUTH 214623" EAST 112.09 FEET, THENCE SOUTH 162223" EAST, 594.23 FEET, THENCE NORTH 8935'23" WEST 249.80 FEET, THENCE NORTH 00'11'37" EAST 672.83 FEET TO THE POINT OF BEGINNING. AND GOVERNMENT LOT 1, SECTION 26, TOWNSHIP 34 SOUTH, RANGE 40 EAST LESS THE RIGHT-OF-WAY FOR STATE ROAD A-1-A AND LESS THE FOLLOWING DESCRIBED PARCEL: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 26, THENCE SOUTH 00'i1'37" WEST 645.34 FEET TO THE POINT OF BEGINNING, THENCE NORTH 8935'23" WEST 266.50 FEET, THENCE SOUTH 10'4437" WEST 324 FEET, THENCE SOUTH 44'31'37" WEST 288 FEET, THENCE SOUTH 583542" WEST 279.51 FEET, THENCE SOUTH 893523" EAST 765.21 FEET, THENCE NORTH 00'i1'37" EAST 672.83 FEET TO THE POINT OF BEGINNING." CONTAINING 3.76 ACRES MORE OR LESS. DESCRIPTION (PREPARED BY SURVEYOR 6/18/02): A PARCEL OF LAND LYING WITHIN GOVERNMENT LOT i, SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. - COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 25, RUN SOUTH 89'42'06" WEST ALONG THE NORTH LINE OF SAID SECTION 25, A DISTANCE OF 115.72 FEET TO THE EAST RIGHT-OF-WAY LINE OF STATE ROAD A-7-A (100 FOOT WIDE RIGHT-OF-WAY); THENCE, DEPARTING SAID NORTH LINE, RUN SOUTH 22'05'09" EAST ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 664.32 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT; SAID CURVE BEING CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 2914.93 FEET AND A CENTRAL ANGLE OF 13325"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 79.26 FEET TO THE POINT OF BEGINNING; FROM THE POINT OF BEGINNING, RUN NORTH 7021'17" EAST ALONG A LINE (AND THE EASTERLY EXTENSION THEREOF) GENERALLY PARALLEL WITH AND APPROXIMATELY 15 FEET NORTH OF (AS MEASURED AT RIGHT ANGLES TO) THE NORTHERLY EDGE OF A PRIVATE PAVED ACCESS ROAD (AS IT NOW EXISTS), A DISTANCE OF 706.93 FEET, MORE OR LESS TO THE INTERSECTION WITH THE APPARENT MEAN HIGH WATER LINE AS ESTABLISHED ON JUNE 5, 2002, THENCE DEPARTING SAID PARALLEL LINE, RUN ALONG SAID APPARENT MEAN HIGH WATER LINE, THE FOLLOWING THREE COURSES:SOUTH 75'52'36" EAST A DISTANCE OF 220.94 FEET, SOUTH 13'11'20" EAST, A DISTANCE OF 239.82 FEET, • SOUTH 14'4753" EAST, A DISTANCE OF 430.14 FEET TO THE INTERSECTION WITH THE EASTERLY EXTENSION OF THE SOUTH LINE OF THE AFOREMENTIONED GOVERNMENT LOT 1, SECTION 25; THENCE SOUTH 89'30'59" WEST ALONG SAID LINE, A DISTANCE OF 695.41 FEET, MORE OR LESS, TO THE INTERSECTION WITH THE AFORESAID EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD A-1-A; THENCE NORTH 16739'09" WEST ALONG SAID EASTERLY LINE, A DISTANCE OF 462.65 FEET TO THE BEGINNING OF A CURVE TO THE LEFT,' SAID CURVE BEING CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 2914.93 FEET AND A CENTRAL ANGLE OF 35232", THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 197.16 FEET TO THE POINT OF BEGINNING. SAID PARCEL LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. THESE PLANS AND ALLARE SUBJECT TO ANY PROPOSED WORK REQUIRED SY FIELD NSPECTORSONS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH A4 APOWCAIW 909A1, I THIS SURVEY CONSISTS OF TWO SHEETS, ONE IS NOT VALID WITHOUT THE OTHER. LEGEND: (C) = CALCULATED. STY. = STORY. ®= MONITORING WELL. (0) = DEED CBS = CONCRETE BLOCK STRUCTURE. = SPRINKLER HEAD. (P) = PLAT DATA CB = CHORD BEARING. FLAG POLE. (FDOT) = FLORIDA DEPARTMENT OF TRANSPORTATION. CD = CHORD DISTANCE. 10 = MAILBOX. (SRO) =STATE ROAD DEPARTMENT. POB = POINT OF BEGINNING. ® = WELL. I.D. = IDENTIFICATION. POC = POINT OF COMMENCEMENT. 'II, = CONCRETE UTILITY POLE. P /L =PROPERTY IL LINE. RLS = REGISTERED LAND SURVEYOR. `�= WOOD UTILITY POLE. CCCL = COASTAL CONSTRUCTION CONTROL LINE. FPL = FLORIDA POWER & LIGHT ( )' - - TYPICAL. MHWL = MEAN HIGH WATER LINE. CHU = OVERHEAD UTILITY. AC OR A/C =AIR CONDITIONER. DNR = DEPARTMENT OF NATURAL RESOURCES. C23 = WATER METER STY. = STORY. LCPR = LANDING CRAFT PERSONNEL, SIGN CBS =CONCRETE BLOCK STRUCTURE. PBR = PATROL BOAT -RIVER. = FIRE HYDRANT PRM = PERMANENT REFERENCE MARKER FEB ELECTRICAL PULL BOX bY9 FD. = $TBM = FOUND TEMPORARY BENCHMARK SDV = SEAL DELIVERY VEHICLE sV =SANITARY VALVE MH = MANHOLE COVER ® = MAIL BOX RECEPTACLE _ S VALVE ORB =OFFICIAL RECORDS BOOK Q = TELEPHONE OR CABLE RISER = LIGHT EDP = EDGE OF PAVEMENT = FENCE = EXISTING GROUND ELEVATIONS X5y National Navy SEAL Museum Memorial at Pepper Beach Park v)L W CARTER ASSOCIATES INC. w CONSULTING ENGINEERS AND LAND SURVEYORS y z o oE ¢ ` 1708 21ST STREET 772-562-4191 TEL) CERTIFIED T0: LUCCT�, c) > w z o VERO BEACH, FLORIDA 32960-3472 772-562-7180 (FAX) UDT-SEAL MUSEUM ASSOCIATION"C. to DOZ m Z BOUNDARY & TOPOGRAPHIC SURVEY C) W F ILL 1;M� a PORTION OF SECTIONS 25 & 26 'S. ° j w FRANK u RESE, PSM C o o c) Q o Co a TOP. 34 S., RNG. 40 E. LMIDA-tEGISTRATION N0. 4765 I� 1� t �, ti Z^° 1 r- CARTER ASSOCIATES, INC. LB NO. 205 i\ C) 10 I z Da D 2 ST. LUCIE COUNTY, FLORIDA SIGNATURE 2 2a _ � DATE------- � i N o� N o a �' DATE DWG BY APP'D BY I H. SCALE V. SCALE Sheet 1 of 2 3g>O 5:» W� U a ¢ � � 6/18/02 JAW DEL/MSC 1'=50' N/A 17457* _ 10-3895 Dwg. # 16578 C2 1 inch = 50 ft. BOUNDARY & TOPOGRAPHIC SURVEY of the National Navy SEAL Museum Memorial at Pepper Beach Park OF A PORTION OF GOVERNMENT LOT 1, SECTION 25 AND A PORTION OF GOVERNMENT LOT 1, SECTION 26 TOWNSHIP 34 SOUTH, RANGE 40 EAST ST. LUCIE COUNTY, FLORIDA SURVEYOR'S GENERAL NOTES AND REPORT 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 2. THE LAST DAY OF FIELD WORK PERFORMED FOR THE UPDATE BOUNDARY AND TOPOGRAPHIC SURVEY EFFORT WAS OCTOBER 19, 2010. SUBSEQUENT ADDITIONS, DELETIONS AND/OR UPDATES, IF ANY, ARE REFLECTED IN THE DRAWING REVISIONS. 3. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 1999, AND ARE PROJECTED IN THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901) AND ARE REFERENCED TO THE ESTABLISHED AND MONUMENTED LINE SHOWN HEREON LABELED AS THE BEARING BASIS. THE COASTAL CONSTRUCTION CONTROL LINE PASSING THROUGH THE SUBJECT PROPERTY BARING NORTH 15"54'46" WEST AS PUBLISHED IN PLAT BOOK 26, PAGES 26A-26I, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ALL OTHER BEARINGS ARE RELATIVE THERETO. 4. UNLESS A DIFFERENCE IS SHOWN, OBSERVED AND RECORD DIMENSIONS ARE THE SAME.. ALL DIMENSIONS SHOWN HEREON ARE DISPLAYED IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 5. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE PROFESSIONAL OPINION THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 6. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED HERON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 7. THE LEGAL DESCRIPTION IN QUOTES AND MATTERS OF PUBLIC RECORD WERE FURNISHED BY THE CLIENT. THIS PROPERTY(S) WAS NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR ENCUMBRANCES OF RECORD. THE HEREON DESCRIBED PROPERTY IS SUBJECT TO RESTRICTIONS, RESERVATIONS, EASEMENTS AND RIGHTS -OF -WAY OF RECORD, IF ANY. MATTERS OF RECORD NOT BROUGHT TO THE SURVEYOR'S ATTENTION BY THE CLIENT, THEIR AGENT OR AS DISCLOSED BY A FURNISHED TITLE INSURANCE POLICY AND NOT INCLUDED. NO INVESTIGATION WAS MADE BY THIS OFFICE INTO THE VALIDITY OF ANY EASEMENTS CITED IN THE LEGAL DESCRIPTION OR FOR ANY ENCUMBRANCES NOT OF RECORD IN THE INFORMATION FURNISHED BY THE CLIENT. THE METES AND BOUNDS LEGAL DESCRIPTION WAS GENERATED BY THIS FIRM BY THE REQUEST OF THE CLIENT AT THE TIME OF THE PREVIOUS SURVEY DATED 2002. 8. THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6, F.A.C.) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY OF BOUNDARIES FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7,500 FEET. THIS SURVEY MEETS OR EXCEEDS THE STATED ACCURACY REQUIREMENT. 9. WITH EXCEPTION TO WHAT HAS BEEN FIELD LOCATED AND SHOWN ON THIS SURVEY, THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. SUBSURFACE AND/OR AERIAL ENCROACHMENTS, IF ANY, WERE NOT LOCATED AND/OR DEPICTED ON THIS SURVEY UNLESS NOTED OR IDENTIFIED. 10. THE HEREON DESCRIBED PROPERTY APPEARS TO LIE WITHIN (PROTECTED AREAS) FLOOD ZONE "X" (OUTSIDE 500 YEAR FLOOD., "AO" (DEPTH V); "AO" (DEPTH 2') AND "VE" (EL. 1WNGVD'29), AS SHOWN ON FLOOD INSURANCE RATE MAP (FIRM) NO. 12111C0181; COMMUNITY NUMBER: 120285, PANEL 0181, SUFFIX "G" MAP EFFECTIVE DATE NOVEMBER 4, 1992. INDEX MAP DATE: NOVEMBER 4, 1992. 11. TREE LOCATIONS, IF SHOWN HEREON ARE GENERALLY ACCURATE TO 1/2 THE DIAMETER OF THAT PARTICULAR TREE. THE DIAMETER IS DISPLAYED IN INCHES MEASURED AT BREAST HEIGHT. ONLY TREES WITH A BREAST HEIGHT DIAMETER OF 4" OR LARGER OR WITH 10 FEET OF CLEAR TRUNK WERE FIELD LOCATED. 12. THIS SURVEY CONSISTS OF TWO SHEETS, ONE IS NOT VALID WITHOUT THE OTHER. VERTICAL DATUM AND CONTROL NOTES: THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) AND ARE DISPLAYED IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. ELEVATION DATUM CONVERSION NOTE: ALL ELEVATIONS GRAPHICALLY DEPICTED HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 1988 AND ARE DISPLAYED IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. THE ORIGINATING BENCHMARKS AND CONTROL ELEVATIONS AS PUBLISHED, ESTABLISHED AND/OR OBSERVED BY CARTER ASSOCIATES, INC. (CAI) WERE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). A HEIGHT CONVERSION MAY BE PERFORMED USING THE NATIONAL GEODETIC SURVEY CONVERSION PROGRAM VERTCON (NORTH AMERICAN VERTICAL DATUM CONVERSION UTILITY), VERSION 2.0 FOR MAPPING PURPOSES. THE ACCURACY OF SAID CONVERSION AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY (NGS) / NATIONAL OCEANIC ATMOSPHERIC ADMINISTRATION (NOAA) IS ESTIMATED TO BE 2 CENTIMETERS (RMS) (ONE SIGMA) AT THE DATA POINTS USED TO DEFINE THE MODEL. THE HEIGHT CONVERSION FORMULA IS: NAVD 1988 MINUS (THE CALCULATED DATUM CONVERSION) = NGVD 1929. THE CONVERSION FROM THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929) IS +1.49 FEET. ORIGINATING BENCH MARK(S) = FOUND POURED -IN -PLACE CONCRETE MONUMENT WITH DISC STAMPED: "A-30 (94-77-A-30)" EL. 5.03 NAVD'88 NA 150065.46, E.882771.89 AND FOUND POURED-IWPLACE CONCRETE MONUMENT WITH DISC STAMPED: "A-29 (94-77-A-30)" EL. 5.80 NAVD'88 N.1147644.02, E.883422.45 TEMPORARY BENCHMARK #1 = TOP OF REBAR WITH CAP "CARTER ASSOC." LOCATED AT END OF CURVE ON THE EAST RIGHT OF WAY OF S.R. A-1-A OR WEST BOUNDARY LINE OF SUBJECT EL.5.33 NAVD'88. TEMPORARY BENCHMARK "A" = BOX CHISELED IN CONCRETE SIDEWALK, APPROXIMATELY 5't SOUTHEAST OF THE WEST FLAG POLE EL.6.69 NAVD188. TEMPORARY BENCHMARK "B" = BOX CHISELED IN CONCRETE PAD OF ELECTRICAL PANEL OF LIFT STATION EL.7.22 NAVD'88. SURVEYOR'S GLOBAL POSITIONING SYSTEM (G.P.S.) NOTES: 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY LEICA GX1230 -12 CHANNEL (L1 & L2). 3. THE ORIGINAL GPS RTK MEASUREMENTS BEGAN AND COMPLETED ON OCTOBER 10, 2010. TWO LEICA DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING LEICA GEO OFFICE, VERSION 7 THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: HORIZONTAL: 10MM + 1PPM (RMS) %/� VERTICAL: 20MM + 1PPM (RMS). 49 S� lb, *84 GPS CONTROL POINT (REFERENCE STATION): N4,', �Fcp, *04zz DESIGNATION - CARTER BASE 29 P 4ye, '� ey 04*y�O gOgo6, 10 U GSTAS QUAD VERO BEA/COUNTY - CAN RIVERH (19 3)'��Yw!r F�"1� y�N�pFcr;10� °NS °A'j- NAD 83 (1999) 27-38'23.94471" (N) 80-24-10,08008" (w) W/Qg fir° m4r ELEVATION: 45.166 FEET (N.G.V.D. 1929) ^'�yr��e ELLIPSOID HEIGHT - 13.9062 METERS 'e4 DESCRIPTION: CARTER ASSOC., INC. REFERENCE STATION, 1708 21 ST STREET, VERO BEACH, FLORIDA. GPS CONTROL POINT (REFERENCE STATION): DESIGNATION - 94-77-A-30 STATE/COUNTY- FUST. LUCIE NAD 83 (1999) N.1150065.46; E.882771.89 ELEVATION: 5.03 FEET (N.A.V.D. 1988) DESCRIPTION: POURED IN PLACE CONCRETE WITH DISK STAMPED "94-77-A-30" FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION REFERENCES: STATE OF FLORIDA, STATE ROAD DEPARTMENT, RIGHT OF WAY MAP SECTION NO. 9451-250,ROAD NO. A-1-A, INDIAN RIVER COUNTY. National Navy SEAL Museum Memorial at Pepper Park UU W LO I CARTER ASSOCIATES, INC. W W C1 -5 > 3 0 } ¢ ICONSULTING ENGINEERS AND LAND SURVEYORS 1708 21ST STREET 772-562-4191 (TEL) o w > VERO BEACH, FLORIDA 32960-3472 772-562-7180 (FAX) U p m " W m ° _ BOUNDARY & TOPOGRAPHIC SURVEY ¢ ��Q Lj j m PORTION OF SECTIONS 25 & 2( w o N Z TWP. 34 S., RNG. 40 E. T ti o U_ ST. LUCIE COUNTY, FLORIDA DATE DWG BY APP'D BY 1H.SCALE V. SCALE PRDJ. N0. Sheet 2 of SOS SS OS-457S W� O �W 2¢W Ld 6/18/02 JAW DEL/MEC 1'=50' N/A 09-4565 I Dwg. # 1657: 10-389S SITE DATA ZONING: CPUB USE PARKS & RECREATION/MUSEUM-PUBLIC LEGAL DESCRIPTION: SEE SURVEY PARCEL ID NO- 1425-220-0001-000-1 MIN. LOT AREA N/A MIN, LOT DIMENSIONS: N/A MAX BUILDING HEIGHT: N/A MAX BUILDING COVERAGE N/A FLOOD ZONES: X, AO AND VE PER SURVEY. SITE DATA ' ACRES I TOTAL SITE = 164,103 S.F. = 3.767 AC = 100.00 % TOTAL IMPERVIOUS AREAS = 23,881 S.F. = 0.549 AC = 14.55 % EXISTING BUILDING: = 4,804 S.F. = 0.110 AC = 2.93 % NEW BUILDING: = 8,523 S.F. = 0.196 AC = 5.19 % SIDEWALK/STOOP: = 7,472 S.F. = 0.172 AC = 4.55 % EXIST. GRAVEL DRIVE: = 2,635 S.F. = 0.061 AC = 1.61 % EXIST. ASPHALT AREA: = 447 S.F. = 0.010 AC = 0.27 % PERVIOUS AREA PROVIDED = 140,222 S.F. = 3.218 AC = 85.45 % LOT 90VERAM REQUIRED: N/A PROVIDED: 8.12% BUILDING RATIOS: Ii4EL I EXIST. MUSEUM: = 4,804 S.F. = 36.05 % NEW MUSEUM ADDITION: = 8,523 S.F. = 63.95 % TOTAL AREA: = 13,327 S.F. = 100.0% NEW MUSEUM BUILDING RATIOS: SOFT. MAIN GALLERY #1: 4,274 SMALL GALLERY #2: 2,586 OFFICES/LOUNGE: 960 RESTROOMS: 375 CORRIDOR: 208 VESTIBULE: 120 TOTAL A525 SETBACKS REQUIRED PROVIDED FRONT (WEST) 50.0' 71.0' REAR (EAST) 30.0' 79.9' SIDE NORTH 2O.0, N/A SIDE SOUTH; 20.0N/A PA 0NO REQUIREM N/A REQ'D.: PER ST. LUCIE COUNTY LDR, SECTION 7.06.02. TABLE 7-20, 2.0 SPACES PER 1,000 S.F. AREA ARE REQUIRED. TOTAL MUSEUM AREA (NEW & EXISTING) = 13.327 S.F. WHICH EQUATES TO 27 SPACES. PRO'D.: OVER 90 EXISTING SPACES EXISTING PARKING LOTS SATISFY THIS REQUIREMENT. LOADING MPLMENTb- REQ'D: (1) 12' X 45 AREA PRO'D.: 1 12' X 45' AREA THIS AREA SHOWN IS A DESIGNATION ONLY - NO STRIPING REQ'D. GENERAL NOTES: 1. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ST. LUCIE COUNTY STANDARDS AND SPECIFICATIONS. 2. ALL DISTURBED AREAS NOT COVERED BY CONSTRUCTION SHALL BE SODDED OR LANDSCAPED BY OWNER. 3• BOUNDARY DATA PROVIDED FROM A SURVEY PRODUCED BY CARTER ASSOCIATES, INC. DATED 06-18-02, UPDATED 06-30-10, 1708 21ST STREET, VERO BEACH, FL 32960, 1-772-562-4191. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE LOCATION OF EXISTING UTILITIES AND SHALL EXERCISE EXTREME CAUTION WHILE WORKING IN AREAS NEAR EXISTING AND NEW ON-SITE/OFF-SITE STRUCTURES AND UTILITIES. THE CONTRACTOR SHALL REPAIR OR PAY FOR ALL DAMAGES MADE TO EXISTING OR NEW STRUCTURES AND/OR UTILITIES. 5. SITE CONSTRUCTION SHALL BE CERTIFIED BY THE ENGINEER -OF -RECORD WITH APPROPRIATE CONSTRUCTION COMPLETION DOCUMENTATION. 6. THE SOURCE OF POWER WILL BE SUPPLIED BY FPL. 7. SEE UTILITY PLANS FOR ALL EXISTING AND PROPOSED LOCATIONS AND DETAILS FOR ELECTRIC, PHONE, WATER AND SEWER SERVICES. 8. DO NOT SCALE DRAWINGS. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. 9. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATIONS REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION BEFORE PROCEEDING WITH THE WORK. 10. SEE FOUNDATION PLANS FOR LOCATIONS AND ADDITIONAL DETAILS FOR 4" THICK CONCRETE SIDEWALKS, STOOPS AND AIR CONDITIONING CONDENSER PADS. \vt i \\ ZONING: C PUB (CONSERVATION PUBLIC) } FUTURE LAND USE: RESIDENTIAL URBAN `G> I PEPPER PARK - PUBLIC PARK LAND O \✓ /i vs, C(1 N' \ (3I S�pCK \ c4 \0A 0 W a 0 U) z W I I Q 0 IY IL 0 N N I W IL W F 0 ZONING:ATLANTIC OCEAN I F FUTURE LAND USE COMMERCIAL 0 W ir cc 0 LL W 7 0 0 0 F W N 7 EXIST. 5't WIDE 0 WOOD WALKWAY 0 TO REMAIN. 0 12 Q 1 \+ + SEE BLDG. FOUNDATION 05. \\ PLAN FOR ALL STOOP/ `'' 9g \ 6+ �- `\ 4 - / d * \\ V APRON DETAILS. \ \ O \ ✓ �O; a ` GRANT \\ *`+`\ ++\ FIRE RISER EXISTING 5. SEE SHEET 105. 24"XCON4- \\ EXIST. \\ \ W \\ Z ✓ q EESEPLANSgNDgCC 0 NEW 4" F.D.C. TO REMAIN. C.B.S \ \. c5; N N`\ REgUTA�ECr rOA� PAOPOSEO w0 \ SEE SHEET 105. o \ `� BUILDINIG \ c3� �p " O BYpI� Cop8ECrI RK \ \ EXISTING ROCK \ (MUSEUM) \ � O N\\ �zN�C �D/NSpEC1 ONS LL \ SHIFT EXIST. BORDER 12- BRICK \ ; \ 0,+'n * m C. ►yl S,Sq � p�A��srHgr GATE SECTION TO REMAIN. \ \ `\ u+ , g r \ A EXIST. MUSEUM \ y * sees z \ o \ EXISTING CONC. to 1-STORYE z +` ++ SLAB W/ A/C UNITS 4,804 S.F. FOOTPRINT \✓ \\ o \ \ \ TO REMAIN. F.F. EL. = 7.48 v EXISTING LIFT \ x F \EL,{ STATION AND \ `* - MACHINE GUN \ N \ A W \ * ; ELEC.(/ CID DESERT PATROL TO REMAIN. EXIST. DISPLAY ' APPROXIMATE D 1 \ VEHICLE DISPLAY_! LOCATION OF �*1 \ .a C \ *\`+ \EXISTING SITE EXISTING "PUMP" CBS "LCPR• DISPLAY \\ y © z W/ 12"X12 CONC. BUILDING ng \\`�' -� O Q to c .� +SIGN TO REMAIN `* o \ 70 \ PAD TO REMAIN. (MUSEUM) LOCATION OF 'BEgpPRoxl�gTE 8 .�pyA Z - �� `� APPRO%IMATE LOCA011B0S�'11pCOFS. \ m C"�'� (j+ "� +\ FOUNTAIN "DSV" DISPUY DISPUY. \* U \ r Z m p r? �+ y \ N *+ \+ EXISTING 6'H. WOOD �g Z \ R "LESS & EXCEPT \ w Y O; \+ `+\ FENCE TO REMAIN. R W d? \ + + EXIST. 8" OPF PARCEL DESCRIBED \ \\ �\ \ BLOCK RREMAIN ` �� R \ `* Q IN EXHIBIT "A" d c ® \ \ \ pgpjy' APPROXIMATE O EXIST. 5't WIDE \ LL PEPPER BEACH PARK \Ar re� '' \ �`, '`\ • sD " "HELICOPTER' O 6'H, \ CONCRETE WALKWA�* 0 TO REMAIN.PART 2 N \\ "++ +\\ U15WR1E,: DISPLAY O NCE \ AL �\ r C*AA \ z � \ \`` APPROXIMATE \ SEAL MEMORI * � I 9 *+ + UNDER 40 W \ om \ N \ \+\ \ APPROXIMATE p�puY CONSTRUCTION \\ ft. LOCATION "MARKBDISPUY \ \ EXIST. 6'H. C.L.F. I EXISTING \. TO REMAIN 0_ APPROXIMATE 6' HIGH WOOD \ \\ W \\ \ \\ \* EXI EASEMENT "P� DISPLAYTION OFCE TO REMAIN \ \ TION OF DISPLAYO � `* z EXIST. \ N \ V y iAP�ROXIMATE Q w i L CATION of MONITORING ZONINQ C PUB (CONSERVATION PUBLIC) \ \ \ �� i NBOAT DISPLAY ;; \• WELL W/ 48"X48" 0 FUTURE LAND USE RESIDENTIAL URBAN & COMMERCIAL \ \ \ APPROXIMATE E 5't WIDE \ } LU CONC. PAD PUBLIC PARK LAND \ 5 \, •PBR ¶DISPUY CONCR \TO REMAIN. 5\• `' .-x.-x-x-z-x-x-z (}-x-x-x-x + � \ EXIST. GATE , n ZOFUNNIIR�E HLI D 4U COMMERCIAL ISLAND D RESIDENTIAL DISTRICT) N89'29 45 W (D) 2$6 30 _ _-� a EXISTING MULTI -FAMILY HIGH RISEO \ 5° \\ rTl r7jN797-38'49"IN(C) x z x x \ \ ® EXISTING PARKING AREA TO REMAIN \ \ EXIST. DESIGNATED 12'W. X 451. \ \ GATE N r - - - - - - Z BUS DROP-OFF/ EXISTING ASPHALT •\SURFACE ROAD 3 - ir LOADING ZONE Q SITE PLAN L------ SCALE: 1" = 30'-0" N REVISIONS i BY rn co 0 y(DO) Uo rn zLLI= 0 ir M Wz °M a 0 mL, cc L VY J � zo w La W Ug O W 0 �o 0 ow rn m10 tM0 a mZ_ �Y W No tO w v� U 0 Ljj CD M Q Mon 0Q�M z w Q Q 0��� O 0�=� Q W MU Ocr CQzLu 1ZOI- O z 0 z wW0 av .gps �o u N z -V U I\ _� 0 A O DATE 12-15-10 SCALE 1" = 30,-0" DRAWN JAO JOB 10-000046 SHEET 101 OF 10 SHEETS SITE DATA SOFT ACRES A TOTAL SITE = 164,103 S.F. = 3.767 AC = 100.00 % TOTAL IMPERVIOUS AREAS = 23,881 S.F. = 0.549 AC = 14.55 % EXISTING BUILDING: = 4,804 S.F. = 0.110 AC = 2.93 % NEW BUILDING: = 8,523 S.F. = 0.196 AC = 5.19 % SIDEWALK/STOOP: = 7,472 S.F. = 0.172 AC = 4.55 % EXIST. GRAVEL DRIVE: = 2,635 S.F. = 0.061 AC = 1.61 % EXIST. ASPHALT AREA: = 447 S.F. = 0.010 AC = 0.27 % PERVIOUS AREA PROVIDED = 140,222 S.F. = 3.218 AC = 85.45 % NOTE 1. VERTICAL DATUM AND CONTROL NOTES: THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) AND ARE DISPLAYED IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 2. ORIGINATING BENCH MARK(S) = FOUND POURED —IN —PLACE CONCRETE MONUMENT WITH DISC STAMPED: "A-30 (94-77—A-30)" EL. 5.03 NAVD'88 N.1150065.46, E.882771.89 AND FOUND POURED —IN —PLACE CONCRETE MONUMENT WITH DISC STAMPED: "A-29 (94-77—A-30)" EL. 5.80 NAVD'88 N.1147644.02, E.883422.45 TEMPORARY BENCHMARK #1 = TOP OF REBAR WITH CAP "CARTER ASSOC." LOCATED AT END OF CURVE ON THE EAST RIGHT OF WAY OF S.R. A-1—A OR WEST BOUNDARY LINE OF SUBJECT EL.5.33 NAVD'88. TEMPORARY BENCHMARK "A" = BOX CHISELED IN CONCRETE SIDEWALK, APPROXIMATELY 5't SOUTHEAST OF THE WEST FLAG POLE EL.6.69 NAVD'88. TEMPORARY BENCHMARK "B" = 'BOX CHISELED IN CONCRETE PAD OF ELECTRICAL PANEL OF LIFT STATION EL.7.22 NAVD'88. 3. A HEIGHT CONVERSION MAY BE PERFORMED USING THE NATIONAL GEODETIC SURVEY CONVERSION PROGRAM VERTCON (NORTH AMERICAN VERTICAL DATUM CONVERSION UTILITY), VERSION 2.0 FOR MAPPING PURPOSES. THE ACCURACY OF SAID CONVERSION AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY (NGS) / NATIONAL OCEANIC ATMOSPHERIC ADMINISTRATION (NOAA) IS ESTIMATED TO BE 2 CENTIMETERS (RMS) (ONE SIGMA) AT THE DATA POINTS USED TO DEFINE THE MODEL. THE HEIGHT CONVERSION FORMULA IS: NAVD 1988 MINUS (THE CALCULATED DATUM CONVERSION) = NGVD 1929. THE CONVERSION FROM THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929) IS +1.49 FEET. 4. EXISTING TOPOGRAPHICAL INFORMATION PROVIDED BY CARTER AND ASSOCIATES, INC., SURVEYORS, 1708 21st STREET, VERO BEACH, FLORIDA 32960, (P) 772-562-4191. LEGEND o o EXISTING GRADES x o.o PROPOSED GRADES EXIST. GRAVEL DRIVE CONCRETE WALKS EXIST. BUILDING PROPOSED BUILDING Z; PROPOSED PERIMETER BERM % EXIST. CL FENCE NEW/RELOCATED CL FENCE & GATE 1 t -' SITE GRADING AN6 D NAG REVISIONS BY rn f0 0 �yoco0) 0) zW ? �M ♦r M W Z 0U z` LLI oz y Z g O W �O Q o d rn IU m to � 00z �Y 10(o W "fO 0 � U 0 ui acJa� oQ<M Z W occl �o Q �LL w ~U cf) 0 CLQz0 o_ 1Zo�-- CLJM� Q O Z O Q Z WWim Z O 2p M mmh \Q Z O � y Z 1 Z (� �=W Z \ ¢Zd F O V� DATE 12-15-10 SCALE 1" = 30'-0" DRAWN JAO JOB 10-000046 SHEET 102 OF 10 SHEETS DRAINAGE NOTES: 1. PROVIDE ALL STORM DRAINAGE PER PLAN. 2. REFER TO LANDSCAPE PLANS FOR FINISHED GRADING AND BERMING OF GREEN AREAS AND PERIMETER LANDSCAPE BUFFERS FOR LIMITS AND DETAILS. 3. REFER TO OTHER SITE ENGINEERING PLANS FOR ADDITIONAL INFORMATION ON SITE IMPROVEMENTS AND OVERALL COORDINATION OF CONSTRUCTION. 4. FINISHED GRADING OF ALL GREEN AREAS ADJACENT TO CONCRETE WALKS AND PAVEMENT/CURB SHALL BE A MINIMUM OF 2" BELOW THEIR FINISHED SURFACE ELEVATIONS TO ALLOW FOR THE PLACEMENT OF THE SOD SUCH THAT AT MATURITY THE SOD IS FLUSH WITH THE SURFACE. CONTRACTOR SHALL REVIEW THE LANDSCAPE ARCHITECTURAL PLANS WITH RESPECT TO SPECIFICATIONS AND SHOULD THE SPECIFICATIONS DIFFER THE LANDSCAPE ARCHITECTURAL PLANS SHALL GOVERN. 5. CONTRACTOR TO PROVIDE ALL NECESSARY PIPING, BENDS, ETC. TO COMPLETE THE INSTALLATION OF THE BUILDING STORM DRAINAGE. 6. REFER TO THE WATER DISTRIBUTION AND SANITARY SEWER PLANS. FOR UTILITIES CROSSING DATA. 7. PRIOR TO BACKFILLING THE DRAINAGE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE GOVERNING AGENCIES FOR INSPECTION. 8. BOTTOM OF ALL INLETS SHALL BE 6" BELOW THE LOWEST INLET INVERT, UNLESS OTHERWISE SPECIFIED. 9. SITE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEER'S SUBSURFACE EXPLORATION AND RECOMMENDATION REPORT. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND PREPARATION OF ALL STORM DRAINAGE PIPE AND INLETS FOR TESTING AS REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO COMPLETELY INSPECT STORM DRAINAGE SYSTEM UPON COMPLETION. 11. ALL RAMPS, WALKS, AND PEDESTRIAN PATHWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION LATEST EDITION. IN THE CASE OF ANY CONFLICTS BETWEEN THESE PLANS AND CODE, THE CODE WILL GOVERN. 12. TEMPORARY AND PERMANENT FIRE DEPARTMENT ACCESS ROADS SHALL BE FREE OF CONSTRUCTION MATERIALS, VEHICLES, ETC. DURING CONSTRUCTION. 3'-4" 2'-4- A. 11"2"11" A'-4„ TYPE V iT IRON GRATING ;HT 235 LBS VARIES VARIES FROM 0" TO 18" EL. 6.8 MIN. EXIST. GRADE VARIES (EL. 5.3 TO 6.8). REMOVE EXIST. GRASS, RE -GRADE AS REQ'D. - SOD BY OTHERS. TYR PERIMETER BERM SECTION N.T.S. RETENTION i AREA REQ'D. EXIST. GRADE PER PLAN I EXIST. GRADE BELOW EL. 6.0 TO REMAIN AS IS PROPOSED GRADE I _ _ 10 FtpDE MATCH EXIST. GRADE PROPOSED GRADE - MAX. ELEV. = 6.0 EXCAVATE WHERE REQ'D. TYP" RETENTION AREA SECTION N.T.S. A.D.S. BLACK FLEXIBLE DRAINAGE PIPE PER PLAN. CONNECT TO ALL DOWN SPOUTS AND MANIFOLD TO TYPE 'C' INLET AS REQUIRED. DOWN SPOUT LOCATIONS & QUANTITY TO BE VERIFIED WITH METAL BUILDING SHOP DRAWINGS. 15"0 A.D.S. NYLOPLAST IN -LINE DRAIN W/ CAST IRON GRATE. SEE SHEET 102 FOR LOCATIONS. 4'-0" SQUARE 48" X 48" X 4" DEEP CONC. APRON, GRASS. GRADES PER PLAN. 6.7 ..J IL..1„. ,,,L.d„1-1, tl..J.11 f z � � v cli GRATE)01 q w i�` 2"CL i- r,; INV. EL. 4.28 INV. EL. 4.28 12" A.D.S. 6" A.D.S. BLACK FLEXIBLE DRAIN PIPE — DRAIN PIPE 4 ® 2-1/4" X 2" X 12" O.C. ANGLE SEAT (2 1/2" SIDES) — BACKFILL MATERIAL SHALL BE CRUSHED W/ #3 HOOK 0 8 O.C. STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321 co BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED. 3000 PSI CONC. 1 TYPE V INLET 103 /1 GRATE EL = SEE PLAN SLOT EL = SEE PLAN YARD DRAIN DETAIL (IN -LINE) SCALE: 1/2" = l'-O" (TYPICAL 2 LOCATIONS) N.T.S. -GRATE SEAT. A (GRATE NOT SHOWN) PLAN VIEW SEAT. SLOTS NOT PERMITTED ON SIDES WITH GRATE SEATS WIDTH OF SLOT ICF WALL SPACE SUFFICIENT TO ACCOMMODATE PVC COUPLING O ' J DRILL 1 "0 HOLE IN SIDE TO RELIEVE PRESSURE SECTION BB NOTE SEE FDOT INDEX 225 FOR APPLICATION GUIDELINES. 2 NON -TRAVERSABLE SLOT DETAIL 103 j (FOR DITCH BOTTOM INLETS) N.T.S. GALV. METAL SQUARE -TO -ROUND TRANSITION COUPLING - PROVIDE SUBMITTALS. CLEAN -OUT A.D.S. COLLECTOR COUPLING 6" A.D.S. ROOF DRAIN PIPE. CONNECT TO ALL DOWNSPOUTS AND MANIFOLD TOGETHER AS REQUIRED (SHOWN PER PLAN) DOWNSPOUT LOCATIONS & QUANTITY TO BE VERIFIED W/ METAL BUILDING SHOP DWG'S. DOWNSPOUTS PER PRE-ENGINEERED METAL BLDG. MFR. NO KICKER. iL 0 H W a THESE PLANS AND 0 ARE SUBJECT ALL PROPOSED I EJECT WORK d REQUIREDEYF All CORRECTIONS w MAYBE NECESSARY IN ORS THAT CDMP(jN'ITy44Mp A EEnTo N Z -GRADES PER CIVIL DWGS. Q 0 W a SEE PLAN FOR 0 CONTINUATION OF A.D.S. DOWNSPOUT 0 MANIFOLD SYSTEM. N DOWNSPOUT MANIFOLD DETAIL 0 N.T.S. l< Q Ir CALL 48 HOURS BEFORE YOU DIG 0 IN FLORIDA 1-800-432-4770 IT'S 0 THE LAW SUNSHINE STATE ONE 2 CALL OF FLORIDA INC. I REVISIONS BY rn to y0) co (0 rn Lu z Fr � M Wz °� a z of U U� �kY J < oy z �g O �LV J v�_ �o Q o w m IFU_F m W � oc)Z �Y W to co d- w^ c.� W 0 w S� L cJa � oM Q� Z w Q Q oc� o 1=�=fr o�=o Q� LL wp~/y.. U I..L cl) CC 0 zw_ CL �ZCL Cie) Er OI— OO z 0 Z WwaM � 0 � � 4 ax�z\ ?�F O z o1 z �`` aw A _ = K zQ 0 aZ- r 0 DATE 12-15-10 SCALE 1" = 30'-0" DRAWN JAO JOB 10-000046 SHEET 103 OF 10 SHEETS EROSION AND SEDIMENTATION CONTROL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON -SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY IN THE AREAS WHICH HAVE BEEN STABILIZED. 3. ADDITIONAL PROTECTION -ON -SITE PROTECTION, IN ADDITION TO THE ABOVE MUST BE PROVIDED, WHICH WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNFORSEEN CONDITIONS OR ACCIDENTS. 4. CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT AND ARE WORKING PROPERLY AT THE TIME OF ACCEPTANCE. 5. FILTER FABRIC SHALL BE LAID UNDER THE GRATES OF ALL INLETS, EXTENDING A MIN. ON ONE (1') FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED A MINIMUM OF ONE (1') FOOT. 6. IF THE INLET FILTER BECOMES CLOGGED WITH SEDIMENT, SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE FILTER MUST BE PULLED AWAY FROM THE INLET, CLEANED AND REPLACED. 7. BALES SHALL BE EITHER WIRE -BOUND OR STRING TIED WITH BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE HAY BALES. 8. HAY BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER. 9. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL EXCAVATED TO A MINIMUM DEPTH OF 4 INCHES. AFTER THE HAYBALES ARE STAKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. 10. EACH HAY BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST TWO STAKES OR REBARS, DRIVEN THROUGH THE HAY BALE. 11. LOOSE STRAW SHOULD BE WEDGED BETWEEN THE HAY BALES TO PREVENT WATER FROM ENTERING. 12. HAY BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH SIGNIFICANT RAINFALL EVENT AND DAILY DURING PROLONGED RAINFALL OCCURENCES. 13. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED HAY BALES, END RUNS AND UNDERCUTTING BENEATH HAY BALES. 14. ANY NECESSARY REPAIRS TO THE SILT BARRIERS OR REPLACEMENT OF HAY BALES SHALL BE ACCOMPLISHED PROMPTLY. 15. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH SIGNIFICANT STORM EVENT. SILT DEPOSITS MUST BE REMOVED ONCE THEY REACH A HEIGHT OF ONE HALF THE HEIGHT OF THE BARRIER. 16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE HAY BALE BARRIER IS NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. 17. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED AFTER EACH STORM EVENT AND DAILY DURING PROLONGED STORM EVENTS. ANY REPAIRS REQUIRED SHALL BE MADE IMMEDIATELY. 18. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USUABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 19. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS, SOUTH FLORIDA WATER MANAGEMENT DISTRICT AND NPDES GUIDELINES. 20. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. 21. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. 22. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. 23. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF SFWMD REGULATIONS FOR EROSION AND SEDIMENTATION CONTROL THE COST OF THIS COMPLIANCE SHALL BE INCLUDED IN THE BASE BID OF THE CONTRACT. EROSION CONTROL SCHEDULE 1. EROSION CONTROL DEVICES ARE TO BE INSTALLED IN THE SEQUENCE LISTED BELOW AND ARE TO BE MAINTAINED THROUGHOUT CONSTRUCTION. 2. INSTALL TEMPORARY CONSTRUCTION SITE FENCING. 3. INSTALL SILT FENCING AROUND PERIMETER OF PROPERTY 4. CLEAR AND GRUB. PERFORM WORK AROUND PERIMETER. 5. INSTALL DRAINAGE SYSTEM INCLUDING STORM DRAINAGE AND DETENTION AREAS. (AS REQUIRED) 6. SILT CONTROL STRUCTURES (SEE DETAILS) WILL BE PLACED ON ALL STORM DRAIN STRUCTURES (AS REQUIRED). 7. GRADING. 8. NEW BUILDING CONSTRUCTION. 9. PERMANENT GRASSING OR SEEDING. 10. REMOVAL OF SEDIMENT/EROSION CONTROL AND SEDIMENT DEVICES AFTER PERMANENT GRASSING IS ESTABLISHED. POST SPACING = 10.0' O.C. 1 \ SILT FENCE DETAIL 104 / NOTE: SILT FENCE TO BE ENVIROFENCE BY f/ MIRAFI OR APPROVED SUBSTITUTE. HAY BALES PLACED AROUND PERIMETER OF INLET ON TOP OF FILTER FABRIC 18"MIN. RUNOFF WATER WITH SEDIMENT LEGEND _SF- ■ SILT FENCE, SEE DETAIL - - - - - ■ TEMPORARY SITE CONSTRUCTION FENCE - x - x - s EXIST. CHAIN LINK FENCE SCALE: 1/2" = 1'-O" -acvimuvi \ `FILTER FABRIC SPECIFIC \� FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UPROTECTED AREAS. 2 INLET HAY BALE DETAIL -SEDIMENT FILTER 104 i N.T.S. STORM WATER � � -Sir POLLUTION PREVENTION PLAN t REVISIONS BY rn 0 o ol zp 0 M W Z ~ �M aNU Z 0J U U� �Y N d Lu z ij �g OLV oJ �O rn IU m (� 0 00Z i sc_ W L0(o LU "� 0 4i U LL Lu M Q � 0QQM z < 0cf) 0 ~~0cc cl a �LL w ~U � 0 OC CLQzW o_ cZoI- O Z O F" z wwso aZ�igo M XZ)Z 0 Z�_ N Uaw _0¢ q za \ 0 azFr r 0J U li 0 DATE 12-15-10 SCALE 1" = 30'-0" DRAWN JAO JOB 10-000046 SHEET 104 OF 10 SHEETS UFT STATION DATA EXIST. ON -SITE LIFT STATION: ORIGINAL MODEL -ENVIRONMENT ONE 2015 (NEW MODEL NO. DH272) SERIAL NO. 19657 TOTAL CAPACITY = 5,000 GPD EXIST. MUSEUM = 500 GPD NEW MUSEUM ADDITION = 1,000 GPD TOTAL PROPOSED GPD = 1,500 GPD MAX. PEAK RATE ® 300% = 4,500 GPD < 5,000 GPD THIS EXIST. LIFT STATION SATISFIES THE DEMAND OF BOTH THE EXIST. & PROPOSED MUSEUM. I SYSTEM SIZE DETERMINATION I PER FAC-64E4008 A.) MUSEUM FACILTY IS MOST CLOSELY RELATED TO AUDITORIUMS, BALL PARKS AND PUBLIC PARKS IN TERMS OF USE. B.) USE 4 GPD PER PERSON. C.) MAX. OCCUPANCY = 250 D.) 4 GPD X 250 = 1,000 GPD E.) 1 ERC (EQUIVELANT RESIDENTIAL CONNECTION) = 300 GPD (WATER) = 249 GPD (WASTEWATER) F.) 1,000 GPD/�QQ = , ERC (WATER) 1,000 GPD/2-4 _ 4.17 ERC (WASTEWATER) NEW FIRE HYDRANT — ASSEMBLY - PLACE JUST OUTSIDE OF IQ EXIST. 6"— WATER MAIN 6X6 TEE 6X6 TAPPING — SLEEVE & VALVE 6" D.I.P. EDGE OF PAVEMENT IMPORTANT NOTE: 7'-6" MIN. CLEARANCE REQ'D. AROUND FIRE HYDRANT - ADJUST HYDRANT LOCATION ACCORDINGLY. 6X4 REDUCER EXIST. C.L. FENCE 4" DDCV II I x I JOG NEW C.L. FENCE AS I REQ'D. TO CLEAR FDC - \ x I FIELD VERIFY \ I PIV I FH \ I I I 5, I I I I I I I 4' I FDC t5' i I I O SHALLOW BERM I I t9.2' S' . t 1.6' 3'1 WALK (NEW I\ EXIST. C.L. FENCE PER l I I I FDOT) `. �4" PVC C900 DR14 TO BUILDING 4" PVC C900 DR14 EXISTING 21' SECTION OF C.L. FENCE, INCLUDING 10' SLIDE GATE, TO BE RELOCATED EAST AS SHOWN. FIELD VERIFY. Dmoo, I \ \JAI ROP � SURF p,CE PSP�pI- i /5"� x 3 0000 00,0 /l'''//'' Ul) \ \ \ �, NWm \ O \ NEW FIRE HYDRANT \ \ NEW 6" X 6" TEE\ \ \\ NEW 6" D.I.P. \ \ NEW 6" X 6" \ TAPPING SLEEVE \ AND VALVE 1 -JI VI\ 1 \\8,523 S.F. FOOTPRINT EL. = 8.0 fEB\F.F. \ \' \\ SMMV \ I� \ �` \\ NEW 5'-O"W. C C. WALK SHALL BE INTALLED *` `\ BY F.D.O.T. \ * \ EXIST. 6" �\ WATER- FAIN \\ ` C900 DR14 / 1 \\ \II \ 105 \ U) \ ` Co CO "LESS & EXCEPT" \ nn \ \ PARCEL DESCRIBED \A \ \\ IN EXHIBIT "A" \ \\ \\ PEPPER BEACH PARK cp \u_ \ \\ PART 2 \✓ \ \\ \\ \ I a \ \ EXTERIOR FIRE RISER 4" PVC C900 DR14 FIRE LINE NEW 1 1/2" PVC WATER SERVICE NEW 4" DDCV NEW 6" X 4" REDUCER NEW 4" PVC SANITARY SERVICE - CONNECT TO EXIST. LIFT STATION N Q° EXISTING UFT STATION J AND ELEC. PANEL TO REMAIN. SEE DATA. CUT IN NEW—� WYE I €Z(IST. 6' WIDEFPL. EASEMENTEXIST. 2" PVC WATER SERVICE EXIST. WATER METER \ _ --- -- - ---- - -l\I—-- � Gpd vCv z PLANS fCTTOAW DALL PROPOSED DBYFIELD NSPECORRE TIONSORKE��� �ER To RSTT J1 = V —V LL 0 I W 0. a W (D < W F I a o co o Z < I 0 REVISIONS BY rn f0 o zW? o -M W a Z co O Z L)cc � U !oi a w Ug O Z J Ill �O o w 1 U m co R o Z Z 00 65 Loco co w 0 � It lil U O ui o) 0 Z ui oc�o 00=� Q LL w MUI.L O 0 cc CL CL 0Zo� t3' —= co) Q O z O wLO a-Zo M Z�F r z� z U=W az_z� , R LH R DATE 12-15-10 SCALE 1" = 30'-0" DRAWN JAO JOB 10-000046 SHEET 105 OF 10 SHEETS ( 191II- 61121 0 C` UNDISTURBED SOIL MIN. THICKNESS OF CONC. 12" TYPICAL SECTION PIPE DIA. 90' ELBOW 45' ELBOW 22 1/2' ELBOW 11 1/4' ELBOW WYES / TEES PLUGS ( ins.) CONC. (cu. ft.) CONC. (cu. ft.) CONC. (cu. ft.) CONC. (cu. ft.) CONC. (cu. ft.) CONC. (cu. ft.) 2 0.5 0.5 0.5 0.5 0.5 0.5 3 1.0 1.0 1.0 1.0 1.0 1.0 4 1.2 1.0 1.0 1.0 1.0 1.0 6 2.6 1.4 1.0 1.0 1.0 1.0 8 4.6 2.5 1.3 1.0 3.3 3.3 10 7.3 3.9 2.0 1.0 5.9 5.9 12 10.0 5.7 2.9 1.5 7.7 7.7 14 14.2 7.7 3.9 2.0 10.0 10.0 16 18.5 10.0 5.6 1 2.6 1 13.4 13.4 18 23.4 12.7 6.5 1 3.3 16.6 16.6 20 28.8 15.6 8.0 4.7 20.0 20.0 24 41.7 22.3 10.2 5.9 29.0 29.0 NOTES: 1. CALCULATT 2. THRUST BI CLEAR OF 3. BEFORE PI 4. CONCRETE HL BEARING VALUES. RBED SOIL KEEP "T" BOLTS BOARD PLACED IN FRONT. THRUST BLOCK BEARING AREA REQUIREMENTS (SE) PIPE DIA FIRE HYDRANT, TEE DEAD ENDS AND VALVES (EACH SIDE) W BEND 4C BEND 22 V2 BEND 4" 1.2 1.8 1.0 0.5 6" 2.6 3.8 2.0 1.0 8" 4.4 6.3 3.4 1.7 To" 8.1 11.4 6.2 3.1 12" 11.5 16.2 8.8 4.5 16" 20.2 28.5 15.4 7.8 CUBIC YARDS OF CONCRETE ANCHOR FOR VERTICAL BENDS PIPE DIA 46 BEND 22 V2' BEND 11 V4 BEND 4"-6" 0.7 0.4 0.2 8"-10" 1.1 0.6 0.3 12" 2.4 1.3 0.7 16" 4.2 2.3 1.2 NOTE& 1. REQUIRED BEARING AREA IS GIVEN ON PLAN OR SHALL BE DETERMINED FROM TABLE. 2. WHERE PIPE CHANGES DIAMETER TO FITTING, DETERMINE BEARING AREA BASED UPON THE LARGEST PIPE DIAMETER. 3. THE MINIMUM ALLOWABLE BEARING AREA SHALL BE ONE (1) SQUARE FOOT REGARDLESS OF ANY APPROVED REACTION CALCULATIONS. 4. BELOW THE GROUND WATER TABLE THE QUANTITY OF CONCRETE FOR ANCHORS SHALL BE 1.75 TIMES THAT GIVEN IN TABLE. 5. #5 REBAR, 2 REQUIRED, SHALL BE INSTALLED AROUND PIPE IN CONCRETE. ANCHOR FOR VERTICAL BENDS. SEE DETAIL G-5 (TYP). 6. THE ENGINEER OF RECORD SHALL CALCULATE THE SIZE OF THE THRUST BLOCK/ANCHOR REQUIRED AS WELL AS ANY INSTALLATION NOT COVERED BY THE ABOVE. JO\E COG ST. LUCIE COUNTY JO\E COG ST. LUCIE COUNTY THRUST BLOCKING DETAIL WATER & WASTEWATER WATER & WASTEWATER FIOROP CONSTRUCTION STANDARDS FlOR10 CONSTRUCTION STANDARDS axawwac a•Aa•ae G-2 CAST IRON SCREW TYPE VALVE BOX - 24"x24"x6" THICK CONCRETE COLLAI PAVEMENT W I1 1/2" CURB STOP BOX/ NIPPLE zl LOCATOR IO WIRE M "WATER" TO BE CAST IN COVER AND PAINTED BLUE WHEN USED ON WATER MAIN AND SHALL HAVE BOLT DOWN COVER IN TRAFFIC AREA. MOUNT BRONZE DISC WITH VALVE NOMENCLATURE #4 REBAR LOOPED (TYPICAL) 2" SO. OPERATING NUT 110 e SECTION VIEW SQUARE CONCRETE PAD, (8" THICK, 1 CU. Fr.) TYP. NOTE& 1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 42", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 12" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED. 2. VALVE SHALL BE INSTALLED SO THAT OPERATING NUT AND VALVE BOX ARE LOCATED ON THE RIGHT-OF-WAY SIDE OF THE MAIN. 3. C900 P.V.C. OR D.I.P. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX. 4. REFLECTIVE PAVEMENT MARKERS (RPM) SHALL BE 6" FROM THE EDGE OF PAVEMENT AS PER DOT INSTALLATION SPECIFICATIONS. WATER RPM'S SHALL BE "BLUE". TO PUT CONTINUOUS TRACE WIRE UNDER BOLT, FIRST LOOSEN BOLT, THEN STRIP 3" MIN., WRAP ONCE AROUND BOLT, 1 TWIST, 2 WRAPS. DO NOT CUT WIRE" TIGHTEN BOLT AFTER WRAPPING TRACE WIRE AROUND THE BOLT. ADDITIONAL THRUST BLOCK REOUIREMENTS FINISH GRADE PUT WIRE UNDER BOLT (SEE DETAIL ABOVE) CONTINUOUS #10 THWN MULTI STRAND TRACE WIRE HALF HITCH HALF HITCH ON y BEHIND EACH EACH SIDE OF BELL ALL VALVES i- FINISH GRADE E/P #10 THWN MULTI STRAND BRANCH SPLICE AT ALL TEES FIRE HYDRANTS & SERVICE TAPS HALF HITCH AT ALL SERVICE TAPS 1. TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY S.LC.U. AND THE ENGINEER, AND SHOWN IN STANDARD DETAILS. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. u , %stialmd Loo In Feet Each Side of Rtlng Jost PIPE D. L P. P. V. C. DIAMETER (INCHES) 90' 1 45' 22 12' 1 1 J *j 1 90' 45' 22 12' 11 3" 30, 15' 10' 5' 40' 20' 10' 5' 4" 35' 15' 10' 5' 55' 25' 15, 10' 6" 55' 2V 10' 5' 80' 35' 20' 10' 8" 65' 30' 15' 10' 90' 40' 20' 10' 10" 80' 35' 20' 10' 110' W. 25' 15' 12" 95' 1 40' 20' 10' 130' 55' 30' 16 16" 120' 50' 25' 15' 165' 70' 35' 20' 20" 150' 65' 30' 15' 200' 85' 1W 20' 24" 180' 70' 3W 20' 210' 90' 45' 25' 30" 190, 80' W, 20' 250' 105' 50' 25' 36" 22V 95' 45' 25' 0 0 0 1 0 42" 245' 105' 50' 25' 0 0 0 0 4W 26V 120' 60' 30' 0 0 0 0 Restrained lengths for valves, dead ends and branches from tees shall be the some as for 90• (degree) bends Restrained Length In Feet For Reducer PIPE DIAMETER (INCHES) (INCHES)) 3" 4" 6" 8" 10" 12" 16" 20" 24" 30" 3" 0 0 0 0 0 0 0 0 0 0 4" 40' 1 0 0 0 0 0 0 0 0 0 6" 50' 45' 0 0 0 0 0 0 0 0 8" 75' 70' W. 0 0 0 0 0 0 0 10" 95' 90' 70' 40' 0 0 0 0 0 0 12" 120' 115' 100' 75' W. 0 0 0 0 0 16" 160' 155' 14V 125' 10o' 70' 0 1 0 0 0 20" 200' 195' 185' 170' 1 150' 130' 75' 0 0 0 24" 160' 155' 150' 140' 135' 120' 90' 50' 0 0 30" 195' 190' 185' 180' 170' 160' 120' 105' 70' 0 36" 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' 42" 245' 240' 235' 230' 225' 220' 20V 180' 15V 105' 48" 255' 250' 245' 240' 235' 230' 1 215' 195' 175' 125' Length of restrained Joint for larger diameter pipe NOTES:- 1. WHEN SOIL COVER IS LESS THAN 2 FEET INCREASE "L" BY 30X WHEN SOIL COVER IS LESS THAN 1/2 OF PIPE OUTSIDE DIAMETER INCREASE "L" BY IOOX 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 MIN. LENGTH PLUS ONE FULL JOINT. (SEE TABLE) ST. LUCIE COUNTY MECHANICAL JOINT WATER & WASTEWATER ANCHORING REQUIREMENTS F�OR10Q CONSTRUCTION STANDARDS a "M rAAaava G-4 EXISTING GROUND FINAL �\\ / // ice // // jam/ 6E MAXNSIZE BACKFILL BACKFILL 00 12" MAX., GRANULAR BACKFILL INITIAL BACKFILL �\ . \1 s BEDDING MATERIAL �-6" MIN. (IF TRENCH GRADE IS ROCK OR OTHER NON -CUSHIONING MATERIAL) 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 NTH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE DONE NTH APPROVED MATERIAL, CLEAN AND FREE OF ROCKS, MUCK AND OTHER DELETERIOUS MATTER AND COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPERS TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 5. BACKFILL 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 AASHTO T-99. 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING BACKFILL SHALL BE COMPACTED IN 6 INCH LAYERS AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING FILL SHALL BE COMPACTED IN 6 INCH LAYERS' TO A 90% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 7. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL TRENCH SAFETY REGULATIONS JC\E COGS ST. LUCIE COUNTY VALVE SETTING DETAIL ST. LUCIE COUNTY �JC\E COG ST. LUCIE COUNTY WATER & WASTEWATER WATER & WASTEWATER TRACE WIRE DETAIL WATER & WASTEWATER F (BUTTERFLY/PLUG VALVE) CONSTRUCTION STANDARDCONSTRUCTION STANDARDS F CONSTRUCTION STANDARDS �OR�OP S OR10P <OR�OP N wm MI1 m G-7 mw•a• r•armt G-9 TYPICAL TRENCH DETAIL o•Awax• rAaaa m 1 1 2" CURB STOP BOX/NIPPLE (� LLER APPROVED EQUAL)0 OR 2' x 2' x 6" THICK CONCRETE PAD WITH 1-N4 REBAR AT EACH SIDE 0 VALVE BOX 24"x24"x6" THICK CONCRETE COLLAR #4 REBAR FINISH GRADE 1 1/2" CURB BOX/NIPPLE 1 1/8" DEEP LETTERS TO BE CAST WITH 3' DIA BRONZE DISC 12' SIZE OF VALVE 6 TYPE OF VALVE •SERVICE DIRECTION &NUMBER OF TURNS TO OPEN ,�-3" DIA BRONZE DISC ANCH. IN CONC. PAD CONCRETE VALVE COLLAR "WATER TO BE CAST IN COVER WHEN USED ON WATER MAIN, OR "SEWER" WHEN USED ON FORCE MAIN, OR "REUSE" ON RECLAIMED MAIN AND SHALL HAVE BOLT DOWN COVER IN TRAFFIC AREA. MOUNT BRONZE DISC. WITH VALVE NOMENCLATURE MATCH EXISTING SURFACE ROAD MATERIAL w CAST IRON VALVE BOX j LOCATOR ;1<-n WIREATE VALVE (AS SPECIFIED) P.V.C. OR D.I.P. PER rlrt Z APPROVED PLANS „ SQUARE CONCRETE PAD, Ia' (8" THICK. 1 CU. FT.) TYP. NOTES. ? 1. WHEN TOP OF OPERATING NUT IS DEEPER TAN 42% A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 12 BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED. 2. COVER SHALL BE PAINTED FEDERAL SAFETY BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED MAINS. BOLT DOWN COVER IN TRAFFIC AREA. 3. C900 P.V.C. OR D.I.P. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX. 4. REFLECTIVE PAVEMENT MARKERS(RPM) SHALL BE 6" FROM THE EDGE OF PAVEMENT AS PER DOT INSTALLATION SPECIFICATIONS. WATER RPM'S "BLUE SEWER RPM'S "GREEN" AND RECLAIMED WATER RPM'S "PURPLE". 4 JUE �oG ST. LUCIE COUNTY VALVE SETTING DETAIL WATER & WASTEWATER (GATE VALVE) `�OROP CONSTRUCTION STANDARDS owwrm rain NESEP(ANS ARESUgjECT TO ANY ANDLL PROPOSED WI AIA) EI MEIDiNSORRECr10N3 K COAKYW17448(.A,� ARD�PEC TORS T THAT "ODES. U1 W_ Z Q a 2 0 0 N W ir I Q 0 ir LL Z 0 ir W d f Z W 7 0 0 W f- W 0 I 0 } a 0 0 i W a Ir a W I W Q W } a 0 0 W Z Q ir 0 REVISIONS BY ar 10 U) 0 0) W 0 0) 0 zfr �1 Z ~ rd 0M W a o m� cc L _j J W N aa 7 OzJ W Ug a Q �O UO 0 Of in 1 U M E] ao \ Z °° z LU yip � f7 U 0 Uj co M Q 0 co LL W Z 0 Q Q co ~~00 ; Q � ' LL LU U ZCD LU Q = M ir O z 0 aaaaaaaaaaaaaa� z Wwm azo M zoP: Dmo U za az& W of N 7� L) I;7 r pJ An DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 106 OF 10 SHEETS \/ KK LOCK HYDRANT TEE b � i l 77< ' \/ VARIES /\ PLAN 24"X24"X6" CONCRETE PAD GROUND OR PAVEMENT SURFACE 6" GA 36"X36"X6" CONCRETE PAD a FINIS ro GRADE " z, M \/�\\ UNDIS RBED SOIL \.\\ \i; UNDISTURBED SOIL 6" X 12" GRADELOK 6" DUCTILE IRON PIPE W/ M.J. SPLIT GLANDS ELEVATION (ROTATE TO FINAL GRADE) NOTES: 1. HYDRANTS SHALL BE INSTALLED PLUMB AND TRUE. 2. VALVES SHALL BE PLACED ADJACENT TO MAIN, AND TIED TO TEE. 3. ANCHOR TEES ARE REQUIRED. 4. ALL HYDRANTS SHALL BE TEED OFF OF MAIN. 5. HYDRANTS SHALL NOT BE PLACED IN SIDEWALK, ROADWAYS OR BIKEPATHS. 6. PIPE FROM MAIN TO HYDRANT SHALL BE RESTRAINED. 7. HYDRANT BARREL COLOR TO BE OSHA YELLOW AND BONNET OSHA WHITE. 8. THE CONNECTOR PIPE SHALL BE DUCTILE IRON, AWWA C153 ANSI A21.53 AND POSITIONED BETWEEN THE FIRE HYDRANT AND GATE VALVE. 9. THE CONNECTOR PIPE SHALL BE OF THE OFFSET DESIGN SO THAT THE FIRE HYDRANT CAN BE ADJUSTED TO ENSURE PLACEMENT AT THE PROPER GRADE. 10. THE CONNECTOR PIPE SHALL HAVE AN ANCHORING FEATURE AT BOTH ENDS SO THAT WHEN USED WITH M.J. SPLIT GLANDS A RESTRAINED JOINT IS PROVIDED. 11. THE CONNECTOR PIPE SHALL BE CEMENT LINED IN ACCORDANCE WITH AWWA C110 ANSI A21.4. z f zo Y. vJ(.\E COG •FlOR10P'• zo ST. LUCIE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS 0 P.V.C. CAP - AT TERMINUS FIRE HYDRANT INSTALLATION DETAIL mNNUMM 1 rI / C.L. OF RISER PIPE Ir COVER MARKED "S" _ MATCH EXIST. SURFACE I IA #4 ROD. CONCRETE ALL AROUND C.I/ VALVE BOX AND LID ONE CUBIC YARD OF CONCRETE ENCASEMENT. KEEP CLEAR FROM HORIZONTAL PIPE 4"-45' P.V.C. ELBOW 6"x4" - 45' P.V.C. WYE ST. LUCIE COUNTY WATER & WASTEWATER CONSTRUCTION STANDARDS 6" P.V.C. MIN. SEWER SERVICE CLEANOUT (POSSIBLE TRAFFIC AREA) 2 1/2" BRASS NSFT FLUSH HYDRANT BOX TO BE SUPPLIED BY CONTRACTOR DISCHARGE WITH CAP \ r ( POLYMER CONCRETE OR FIBER REINFORCED AND CHAIN \ POLYESTER.) PAINTED 2" VALVE STEM STEEL PIPE 3' MIN. 2" BALL VALVE (POLYTUBE x MALE IRON PIPE) MAIN 90' BEND BRONZE BODY BALL VALVE I\\ 2' POLYTUBING WITH AUTOMATIC WEEP CAP OR PLUG 2" POLYTUBE W/ 2" TAP FLUSHING ASSEMBLY COUPLING SUPPORT WITH 2"X4" STAKE —� z 0 S. z io Si L HOSE BIBB ` SAMPLE POINT 1" DIA. MIN. POLYTUBING OR PVC WATER MAIN' `— CORPORATION STOP 7DOUBLE STRAP SADDLE NOTES: 1. SAMPLE POINT SHOULD BE FROM A SERVICE LINE OR FIRE HYDRANT, IF POSSIBLE. 2. AFTER SAMPLING IS COMPLETED AND APPROVED, SHUT OFF CORP. STOP, REMOVE TUBING, PLUG WITH BRASS PLUG AND LOCATE FOR RECORD DRAWINGS. UTILITY MAMTAINED CUSTOMER MAINTAINED DETECTOR METER FROM MAIN TO CONSUMER IV, IAIa;i/_Tq REM QUANT, DESCRIPTION 1 1 4, 6% 8" VALVE, D.C. BACKFLOW PREVENTER 2 2 4% 6", 8" BEND - 90 ( FLG-FLG ) 3 4", 6", 8' PIPE, DUCTILE IRON 4 2 4% 6", 8' ADAPTER, FLANGE, D.I.P. 5 2 4, 6'. 8' PIPE, P.V.C. ( DR-18 ) 6 2 4", 6", 8" GATE VALVE, C.L. (FLG-FLG)(R.S. OS&Y) 7 2 2" IRON PIPE / CONCRETE FOUNDATION 8 PEA GRAVEL 9 FILTER FABRIC 10 2 BEND - 90 ( MJ-MJ ) 11 1 4% 6% 8' WYE STRAINER MER a - i NOTES: NET` 1. FLUSHING HYDRANT ASSEMBLY SHALL BE GIL INDUSTRIES, AQUARIUS ONE-O-ONE 2" POST FLUSHING HIDDEN HYDRANT. 1. FIELD ADJUST AND CUT REM 3 TO PROPER LENGTH. THIS TYPE OF CONSTRUCTION IS 2. MAIN TO BE RESTRAINED FOR TWO FULL LENGTHS. DESIGNED FOR LIMBED WORKING AREA. 2. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON. jl 3. ALL UNDERGROUND FITTINGS SHALL BE RESTRAINED MECHANICAL JOINT TYPE & ALL ABOVE 9 GROUND FITTINGS SHALL BE FLANGE JOINTS WITH FULL FACE NEOPRENE GASKETS, WITH 3 STAINLESS STEEL BOLTS. S 4. PROVIDE CHAINS & LOCKS FOR THE VALVES AS REQUIRED BY S.L.C.U. OR THE AUTHORITY ' HAVING JURISDICTION. 5 SHALLTHE ENGINEER OF RECORD SIZE MAIN AND BACKFLOW, TAKING INTO CONSIDERATION THE TYPICAL HEAD LOSS FOR THE BACKFLOW AND AA MINIMUM SUPPLY PRESSURE OF20psi. 9 JUE COG ST. LUCIE COUNTY JUE COG ST. LUCIE COUNTY TEMPORARY �y��\� CO ST LUCIE COUNTY SERVICE DOUBLEDETECTOR WATER & WASTEWATER FLUSHING HYDRANT/BLOWOFF WATER & WASTEWATER SAMPLE POINT DETAIL WATER &WASTEWATER CHECK VALVE F P CONSTRUCTION STANDARDS CONSTRUCTION STANDARDS �IOR\�P CONSTRUCTION STANDARDS low"— wmm IORO owwre Nut W-7 ow�wwc Mime W-8 0 REVISIONS BY W_ Z Q d 2 0 0 N Z W I I Q 2 LL N Irto Zy zz o� W W ZUL I cr I 3WZN0M 00 Q z o—i U U li tr wm L wa 3 V) UJ w W 00 O w Jg N o� IU Z m Ci Q , Z �Z �Y I 0 LU LL Q U r F � W O D o 2 N I Lu W 7 ir Q �Q� } 1= jQ 0Q .q. 0 M ° z�QQ o LL = oC g o�00 D Q�=LL co Lu>=ccU Q>zW Q (L 0 cc (o M W /r 0 lC \` Q Z 0 O 0 F I W d d z W I wWCD F a: zo N_ m4 0 Z2 ad oF�� Q z \ z ll (] U 2 W ill W = 0 Qz WW Z O 1— �'ESEPL4NS i Lz) o Ir R QUAD CT OAOCOROPpSEDWo d 1DAT 15-10 MAYQEN ESIE4pINSpCrOCnONS K 0 SCALE 'rovP�%W h046� f d0 T !� AS DRAWN SHOWN (9 JAO Z JOB 10-000046 l< SHEET 0 107 H I OF 10 SHEETS SECTION 01200 GENERAL REQUIREMENTS PART 1- GENERAL 1.1 DESCRIPTION OF WORK A. The standards set forth in this document are intended to provide a basis for design and construction. Applicable state and environmental laws and regulations should be considered concurrently with this text. If any conflicts exist between the standards, the more stringent shall apply. Any variation from standards is to be approved in advance by the St. Lucie County Utilities Director or his designated representative hereinafter known as SLCU. B. It is intended that the requirements of this section shall be applicable in all cases where the facilities being constructed or to be constructed shall be owned and/or operated and maintained by St. Lucie County Utilities. These requirements shall also be applicable to those portions of facilities that will lie within public rights -of - way of St. Lucie County Utility's jurisdiction. C. SLCU's responsibility for ownership, operation, and maintenance of water mains and appurtenances or water service lines shall end at and include the meter. Fire sprinkler lines shall be owned by SLCU up to, and include, the meter or double detector check valve. Proper easements and testing are required for all these pipelines. D. SLCU will not be responsible for maintaining sewer services outside the right-of- way or easement without written agreement by SLCU. SLCU will not operate, maintain or acquire ownership of an sewage facilities that are not constructed to q P Y g SLCU standards. Responsibility for non-standard pipelines or lift stations shall reside with the developer and assigns. E. It shall be the responsibility of the Developer's Engineer to provide proper existing pipeline information, plan layout, size of facilities and prepare plans all in accordance with these minimum standards. These standards may be exceeded at the Developer's and/or Developer's Engineer's discretion. F. All construction plans shall be approved by SLCU prior to commencement of construction. No construction shall start prior to a pre -construction conference. The pre -construction conference shall be attended by the Design Engineer, the Contractor,a SLCU Representative, representatives FDOT or othe agencies having jurisdiction over parts of the work. No changes shall be made on approved plans without specific concurrence of SLCU. SLCU will enforce the approved construction plans to a level equal to that of the minimum standards, plus any additional requirements of the Engineer shown on the plans with SLCU's concurrence. Reasonable effort will be made to ascertain that the plans and specifications equal or exceed these minimum standards. Construction will be enforced to at least these minimum standards. G. The Contractor shall contact the Engineer of Record, the appropriate governmental jurisdictional agency and all utility companies at least 48 hours prior to commencement of construction for coordination of any utilities. H. No pollution or erosion caused by the construction will be allowed in the stormwater drainage system. The Contractor shall install any devices necessary to prevent pollution or erosion. The cost of pollution and erosion control shall be incidental to the cost of construction. I. The Contractor shall maintain traffic at all times where work is in progress. Traffic control, barricades, etc. shall be in accordance with applicable Florida Department of Transportation and OHSA standards. If any conflict exists between the standards, the more stringent governs, as determined by the Engineer of Record. J. The Contractor shall repair or replace any damage caused by construction activity. protected undisturbed. K. All horizontal and vertical survey control points shall be and undrs In the event that a control point is disturbed or destroyed the point shall be re- established by a registered Florida land surveyor at the expense of the Contractor. PART 2 - RECORD DRAWINGS FA e9J; i 0rM11%d A. As -built plans for water/sewer mains shall be provided by the Contractor/Engineer of Record and shall be comprised of a reproducible mylar copy and three (3) blueline copies of a certified survey. The blueline copies shall bear the original signature and embossed seal of the surveyor who performed the as -built survey. The as-builts shall be submitted after the completion of construction or as otherwise indicated herein, prior to submittal to the Florida Department of P P Environmental Protection. The as built survey shall be prepared in plan and profile format by a professional land surveyor registered in the State of Florida, and shall comply with applicable provisions of the Florida Administrative Code and Chapter 472 of the Florida Statutes. The as -built drawing shall be at the same scale and reference the same baseline as the drawings prepared by the Engineer of Record. The horizontal and vertical location of the mains and appurtenances hall be hoz pp s accurately depicted to scale and shall be identified relative to the baseline and t readily identifiable permanent reference points existing after the relative o dry fi p p ng completion of the construction. Locations shall be shown for all fittings, valves, hydrants, manholes, sample points, air releases, etc., both horizontal and vertical, and the location of the main at each baseline station as shown on the plans (100 feet maximum) both horizontal and vertical. Underground facilities (i.e. drainage, gas, electric, telephone, etc.) crossing the mains shall be accurately shown both horizontally and vertically and shall identify size, type, facility, material, arid 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, direction and supervision. The cost for preparing and maintaining the as -built plans shall be incidental to the construction cost. PART 3 - EASEMENTS 3.1 GENERAL A. Easements for water and sewage mains and appurtenances shall be provided when the water and sewage facilities are installed outside of road rights -of -way under St. Lucie County control. The easements may be either shown on the plat or granted to the County by a separate easement deed. The description for the easement shall be supplied by the Developer's Engineer or Surveyor. In lieu of an easement over a specific portion or portions of the Property, a blanket easement may be provided by the Owner of the land. Easements shall be in a form acceptable to the County. 3.2 LOCATIONS OF EASEMENTS A. Easements shall be provided in a manner so that the water or sewage main is generally centered within the easement, if possible. Easements shall be accessible by construction equipment and shall not be isolated by ditches, landscaping, walls, or buildings. 3.3 EASEMENT WIDTH A. Easement widths shall comply with Table I below: Table I TYPE DEPTH OF COVER MIN. EASEMENT WIDTH Water Mains 8" or less 30 inches 10 feet Water Mains 10" or more 48 inches 15 feet Sewage Force Mains 48 inches 15 feet Gravity Sewage Mains 2.5 feet - 5 feet 15 feet Gravity Sewage Mains 5 feet-10 feet 20 feet Gravity Sewage Mains I I feet- 15 feet 1 25 feet * * END OF SECTION * * SECTION 02220 UTILITY EXCAVATION, BACKFILLING & COMPACTING PART I - GENERAL 1.1 SECTION DESCRIPTION A. The provisions set forth in this section shall be applicable to all underground water and wastewater piping installations. B. This section includes materials, hmstallation standards, and Contractor responsibilities associated with the furnishingof a labor, all bo materials equipment and incidentals required t > �1 P q 0 properly perform utilityexcavation backfilling andco mpacting for all utility pipelines as shown on the Drawings and as specified herein. C. All excavations shall be properly shored, sheeted and braced or cut back at the proper slope to provide safe working conditions, to prevent shifting of material, to prevent damage to structures or other work, and to avoid delay to the work, all in compliance with the Occupational Safety and Health Act (OSHA), the State of Florida Trench Safety Act, and under Section 107 of the Contract Work Hours and Safety Standards Act. In all cases where a conflict exists in the requirements of OSHA, the Florida Trench Safety Act, and these specifications, the requirements of the state agency shall prevail. 1.2 SUBMITTALS A. Contractor shall obtain necessary permits for any required dewatering activity in accordance with the applicable governmental agencies. These permits must be submitted to SLCU and Engineer of Record prior to construction. PART 2-PRODUCTS 2.1 MATERIALS: A. Fill and backfill material shall be clean, fine earth, rock or sand, free of vegetation. B. Material may be from onsite excavation and may be imported. Imported material provided by the Contractor will be at no additional expense, unless specifically stated. C. Suitable: Suitable materials for fills shall be classified as A-1, A-3 or A-2-4 in accordance with AASHTO Designation M-145 and shall be free from vegetation and organic material. Not more than 12 percent by weight of fill material shall pass the No. 200 sieve. The Contractor shall furnish all additional fill material required. D. Suitable Material to be Placed in Water: Suitable material for fills to be placed in water shall be classified as A-1 or A-3 . accordance mwrth AASHTO Designation M-145. E. Unsuitable: Unsuitable materials are classified as A-2-5, A-2-6, A-2-7, A-4, A-5, A- 5, A-7 and A-8 in accordance with AASHTO Designation M 145 or soils which cannot be compacted to specified percentage of maximum density. PART 3 - EXECUTION 3.1 EXCAVATION: A. The maximum amount of open trench permitted in any one location shall be the length necessary to accommodate the amount of pipe installed in a single day. All trenches shall be fully backfilled at the end of each day. Barricades and warring lights meeting OSHA requirements shall be provided and maintained. B. Trench Dimensions: The minimum width of the trench shall be equal to the outside diameter of the pipe, plus the minimum necessary to obtain proper utility main excavation backfill and compaction requirements; the maximum width of trench, measured at the top of the pipe, shall not exceed the outside pipe diameter plus two fee unless otherwise she o PP> PP P t s shown n the drawing details or approved by the Engineer. C. Trench Grade: Standard trench grade shall be defined as the bottom surface of the utility to be constructed or placed within the trench. Trench grade for utilities in rock or other non -cushioning material shall be defined as six inches below the outside of the bottom of the utility, which six inches shall be backfilled with extra utility bedding material. Excavation below trench grade that is done in error shall be backfilled to trench grade with granular material and compacted. D. Utility Bedding: The bottom of the trench shall be shaped to provide a firm bedding for the utility pipe. The utility shall be firmly bedded in undisturbed firm soil, or hand - shaped unyielding material. The bedding shall be shaped so that the pipe will be in continuous contact therewith for its full length and shall provide a minimum bottom segment support for the pipe equal to springline of the pipe or one-half of the outside diameter of the barrel. Special bedding may be required, due to depth of cover, impact loadings, or other conditions. E. Unsuitable Material Below Trench Grade: Soil unsuitable for a proper foundation encountered at or below trench grade, such as muck or other deleterious material, shall be removed for the full width of the trench and to the depth required to reach suitable foundation material, unless special design considerations receive prior approval from SLCU or Engineer of Record. Backfilling below trench grade shall be in compliance with the applicable provisions of Subsection 3.2, "Backfill", with material as specified under Part 2, "PRODUCTS". F. Extra Utility -Bedding Material: When rock or other non -cushioning material is encountered at trench grade, excavation shall be extended to six inches below the outside of the bottom of the utility, and a cushion of granular material rock shall be provided. Utility - bedding material shall be installed as specified under Subsection 3.2 of this section. G. Sheeting and Bracing: In order to prevent damage to property, injury to persons, erosion, cave-ins, or excessive trench widths, adequate sheeting and bracing shall be provided, as required within these specifications, in accordance with accepted standard practice. When the situation arises, sheeting and bracing shall be used as necessary to protect the integrity of the road shoulder. Sheeting shall be removed when the trench has been backfilled to at least one-half its depth; or when removal would not endanger the construction of adjacent structures. When required, to eliminate excessive trench width or other damage, sheeting, bracing, or shoring shall be left in place and the top cut off at an elevation of 5.0 feet below finished grade or 1.0 foot above the top of the pipe, whichever is less, unless otherwise directed. All sheeting and bracing will be in accordance with OSHA, and the Florida Trench Safety Act. H. Excavated Material: Suitable material to be used for backfill shall be neatly and safely deposited at the sides of the trenches where space is available. Whenever possible, excavated material near a roadway should be deposited on the right-of-way side of the trench away.from the travelway. .Where stockpiling of excavated material is required, the Contractor shall be responsible for obtaining the sites to be used and shall maintain the operation to provide for natural drainage and not present an unsightly appearance. Also, the contractor is responsible for transporting the material to and from the stockpile material. All sites shall be restored after fill is removed. No excavated material shall be placed within roadside swaes for longer than that days work. I. Excess Fill Material: Clean excess fill shall be the property of SLCU, should they request same. Otherwise, it will be the property of the contractors to remove from the site. If requested by SLCU, the Contractor shall deliver and stockpile this material to areas designated by SLCU. Resale of excavated material on the project site will not be permitted. J. Material Disposal: Unsuitable fill material or cleared and grabbed material resulting from the utility installation shall be removed from the work site and disposed of at location(s) secured by the Contractor, and in accordance with the agency having jurisdiction. K. Borrow: Should there be insufficient satisfactory material from the excavations to meet the requirements for fill material, borrow shall be obtained from pits secured by the Contractor. All borrow shall meet the provisions of these specifications. L. Rock Excavation: Rock excavation shall be defined as excavation of any hard natural substance which cannot be removed by a one cubic yard bucket and requires the use of explosives p s and/or special impact tools such as jackhammers, sledges, chisels, or similar devices specifically designed for use in cutting or breaking rock. M. Dewatering: Utilities shall be laid "in the dry", unless otherwise approved in writing by SLCU and the Engineer of Record. All dewatering activities are to be performed by the Contractor. Trench en h excavations may be dewaeeried by using one or more of the following methods : well point system; su mps s with pumps o other meth P Y z th method(s) s as approved b the P P P ) ( PP Y Engineer. Dewatering systems shall be utilized in accordance with good standard practice and must be efficient enough to lower the water level in advance of the excavation and maintain it continuously to keep the trench bottom and sides firm and dry, If the material encountered at trench grade is suitable for the passage of water without destroying the sides or utility foundation of the trench, sumps may be provided at intervals at the side of the main trench excavation, with pumps used to lower the water level by taking their suction from said sumps. Discharge from dewatering shall be disposed of in such a manner that it will not interfere with normal drainage of the area in which the work is being performed, create a public nuisance, or form pending. All discharge shall be in accordance with any SFWMD issued permits. The operations shall not cause injury to any portion of the work completed, or in progress, or to the surface of streets, or to private property. The proposed dewatering method(s) and schedule shall be approved by the Engineer of Record and necessary regulatory agencies prior to construction. Additionally, where private property will be involved, advance permission shall be obtained by the Contractor. N. Obstructions: It shall be the Contractor's responsibility to acquaint himself with existing conditions and to locate structures and utilities along the proposed utility alignment in order to avoid conflicts. Where actual conflicts are unavoidable, work shall be coordinated with the facility owner and performed so as to cause as little interference as possible with the service rendered by the facility disturbed. All affected utilities shall be notified prior to excavation in their vicinity. 3.2 BACKFILLING: A. General: Backfill material shall be clean earth fill composed of sand, clay and sand, sand and rock, crushed rock, or an approved combination thereof. Backfilling shall be divided into three specified areas: First, from trench grade to a point 12 inches above the top of the utility, called initial backfill; second, from the top of the pipe zone to the bottom of the subgrade called final backfill; and third, from the bottom of the replacement base course to the replacement surface. Where encasements or other below grade concrete work have been installed, backfilling shall not proceed until the concrete has obtained sufficient strength to support the backfill load. B. Initial Backfill: Granular material shall be carefully placed and tamped around the lower half (springline) of the utility. Backfilling shall be carefully continued until the fill is 12 inches above the top of the utility in layers not exceeding 6 inches (uncompacted thickness), using the best available material from the excavation, if approved. The material shall be lowered to within two feet above the top of pipes before it is allowed to fall, unless the material is placed with approved devices that protect the pipes from impact. Initial backfill shall exclude stones, or rock fragments larger than one inch for either ductile iron. HDPE or PVC pipe. Compacting each lift shall be equal to 100% of maximum density as determined by AASHTO T-99. C. Final BackfilL The remainder of the trench, above initial backfill and below the subgrade, shall be backfilled and compacted in layers not exceeding 12 inches (uncompacted thickness), except that the last two lifts shall not exceed six inches (uncompacted thickness) per lift. Compaction of each lift shall be equal to 100% of maximum density as determined by AASHTO T-99. D. Shoulder Restoration: All shoulder restoration shall be in accordance with the applicable permit requirements of the agency having jurisdiction. E. In excavatedlocationsoutside a 2(horizontal) to I(vertical) slope downward from the shoulder line or the back of the curb, backfill (initial and final) shall be compacted to a 0 density equal to 95 /o of maximum density, as determined by AASHTO T-99, or to natural existing density of the adjacent undisturbed trench embankments, whichever is greater. F. Protective Concrete Slab: Protective concrete slabs shall be installed over the top of trenches, where required, to protect the installed utility against excessive loads, or when insufficient cover exists. iA1�Q[i]TiZX4y1Q1ri] A. Compaction Methods: Specified compaction shall be accomplished using accepted standard methods (powered tampers, vibrators, etc.), with the exception that the first 12 inches of backfilling over the pipe shall be compacted by hand -operated tamping devices. Flooding or puddling with water to consolidate backfill is not acceptable, except where sugar sand is encountered and the operation has been approved by the Engineer of Record B. Location of Density Tests: Density tests for determination of the specified densities shall be made every 1000 feet parallel to roadways and at least one test location under each perpendicular roadway cut. Reference the standard construction details for density test requirements for trenches at flexible pavement. C. Test backfill compaction at each specified location, at the finished backfill surface elevation and at a point 12 to 16 inches beneath the finished surface elevation. D. Density Tests: Density tests for determination of the above -specified compaction shall a de a 'fled testing laboratory. If an test results unsatisfactory, the b ma by qua g n' Y are �S'> Contractor shall re -excavate, recompact the backfill, and retest, at his expense until the desired compaction is obtained. Additional compaction tests shall be made to each side of an unsatisfactory test, as directed, to determine the extent of re -excavation and re -compaction necessary. Test results shall be made available to SLCU for their records. SECTION 02640 UTILITY VALVES AND APPURTENANCES PART 1- GENERAL 1.1 SECTION DESCRIPTION A. This section includes materials and installation standards, and contractor responsibilities associated with the furnishing of all labor materials, equipment and incidentals required to properly place and install all utility valves and appurtenances for utility pipeline construction as shown on the Drawings and as specified herein. B. Materials shall include, but not be limited to, the following: 1. Gate Valves 2. Butterfly Valves 3. Plug Valves 4. Ball Valves 5. Check Valves 6. Corporation Stops 7. Curb Stops 8. Air Release Valves 9. Service Saddles 10. Locating Devices 11. Valve Boxes 12. Water Meter Boxes 13. Pipe Restraints 14. Tapping Sleeves 1.2 SUBMITTALS A. Submit shop drawings of all equipment and appurtenances to be installed, showing required size, specific type and specified information for approval prior to ordering materials. B. Special tools, if required for normal operation and maintenance, shall be supplied with the materials at no additional cost to SLCU. PART 2-PRODUCTS 2.1 GENERAL: A. All equipment and appurtenances shall be of the size shown on the Drawings and as far as possible all equipment of the same type shall be from one manufacturer. B. All equipment and appurtenances shall have the name of the maker, the size and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. Valves shall open left (counterclockwise). C. Approved Pipe and Fittings: The valves tabulated below, within the size range indicated and for the applicable service, are approved for system construction: Valves Service Size Gate Water Distribution 4 inch thin 12 inch Butterfly Water Distribution 14 inch and above Gate Force and Low Pressure Mains 3 inch and above Ball Low Pressure Main 2 and 2 1/2 inch D. Gate Valves (GV): 1. Underground Service (General): Valves four inches and larger shall be iron body, bronze mounted, conforming to AWWA C509, resilient seat, mechanical joints, nonrising stem -type, and shall be equipped with two-inch square cast iron wrench nuts. 2. Above Ground Service (General): Valves shall be iron body, bronze mounted, resilient seat gate valves, conforming to AWWA C-509. Valves shall be OS&Y, rising stem type. E. Butterfly Valves (BFV): 1. Valves shall be cast or ductile iron body; alloy cast iron or ductile iron disc; one-piece stainless steel shaft; short or long body -type; with the valve class, shaft size, and other special requirements sele cted in accordance with the specific design; and shall comply with the provisions of AWWA C504, "Rubber -Seated Butterfly Valves". 2. The valve disc shall be cast iron or ductile iron. The valve disc or valve body shall be fitted with a resilient seat of synthetic mbber. 3. Valves shall open counterclockwise. Operators shall comply with AWWA C504 with 2-inch square operating nut. Operators shall be fully gasketed and grease -packed to withstand an external water pressure of 10 psi. Operators shall be capable of developing torque's listed in Table I of AWWA C504 for Class 150B valves. Valve operators for valves 24-inch and •smaller shall be traveling nut or worm gear type fully field adjustable stops so the operator does not have to be disassembled for valve seat adjustment. Valves larger than 24-inch shall be equipped with worn gear type operators. F PVC Ball Valves (BV): 1. Ball valves shall be designed to be fully open by a 90' tum of the operating handle and shall be fall port design with bi-directional sealing rated for 150 psi minimum working pressure. 2. Valve shall be true union type, made from high gloss injection molded PVC, type I -II. Teflon seats against PVC Ball. 3. If valve is buried more than 24" from surface, a handle extension shall be supplied and fitted onto the valve handle, within a valve box. 4. Valve ends can be threaded if Schedule 80 PVC used. Push -on restrained or solvent welded ends for other PVC. G Plug Valves (PV): 1. Wastewater plug valves, where required, shall be cast or ductile iron or steel body, non -lubricated, eccentric -type, with resilient faced plugs, and capable of drip -tight shutoff at the rated pressure if applied at either port. Valve surfaces in contact with the plug face shall be 90 percent pure nickel. Operation of all valves ten inches or larger, and smaller sizes in exposed locations which require handwheels or chainwheels, shall be by approved gear actuators, equipped with position indicator and stop, and shall be famished by the valve manufacturer. Gear actuators for buried or submerged installations shall be furnished with sealed enclosures. Valves shall be equipped with 2" actuating nuts, cast iron handwheels, or chain operators, with galvanized steel chains, as appropriate for the installation and type of operator. 2. Port areas of valves sized 3-inch through 20-inch shall be at least 75 percent of full pipe area. 3. Valves shall be non -lubricated and rated for 150 psi pressure differential. acting in either direction. At this differential the valve shall provide drip tight shutoff. 4. The valves shall have a balanced plug to assure low torque and drip tight shutoff. Valves shall be equipped with resilient plug facings to provide drip tight shutoff without use of sealing lubrications. Even if small solids are trapped between the plug and seat, the resilient facing shall provide tight shutoff and prevent seat damage. 5. Plug valves shall have heavy-duty upper and lower guide bearings capable of resisting corrosion and preventing binding. Bearings shall be stainless steel or bronze bushing. H. Check Valves (CV): 1. General Service: Water Main and Force Main valves shall be swing type and meet AWWA C-508. Valve shall be iron body, bronze mounted, outside lever and weight, and equipped with removable inspection covers. Check valves 4 to 12 inches shall have a minimum working pressure of 175 psi, and units 16 to 24 inches shall be rated for 150 psi minimum working pressure and shall permit full flow area equal to that of the connecting pipe. 2. Valves 2-Inches and Smaller (water): Valves shall be bronze body and disc; swing check -type, with removable inspection covers, and rated for 150 psi minimum working pressure. 3. Silent Check Valves: Valve shall be spring loaded, globe style with a sure ratio of 175 psi. Valve shall be tight seatin minimum working pressure V g g Pg P and shall be famished with an easily replaceable bronze seat with a resilient Buna-N Seal. Valve shall have stainless steel trim (type 316) as well as all other internal fasteners and screws. 4. PVC Valves 2 inches and smaller (Low Pressure Mains): Valves shall be a PVC check valve, all rubber flapper type rated for 150 psi. The check valve will provide a full -ported passageway when open. Rubber flapper shall be fabric reinforced, synthetic elastomer to ensure corrosion resistance; dimensional stability, and fatigue strength. A non-metallic hinge shall be an integral part of the flapper assembly providing a maximum degree of freedom to assure seating, even at a very low backpressure. The valve body shall be high gloss injection molded PVC type I -II I. Corporation Stops and Curb Stops: Units shall be brass, equipped with connections compatible with the connecting service pipe -type; must have pack joint type connections for polyethylene tubing with locking collars and stainless steel inserts. J. Air Release Valves - Water (Vent Only): Valves shall comply with AWWA C-512, be cast iron or ductile iron or bronze body, cover and baffle, stainless steel float and stainless steel trim, suitable for domestic water service, rated for a minimum 150 psi working pressure. K. Service Saddles: Saddles for PVC or ductile iron pipe shall be double strap, stainless steel, or brass full circle type saddles, as applicable. Sealing gaskets shall be suitable for the applicable service and straps shall be corrosion resistant alloy steel. L. VALVE APPURTENANCES 1. Valve Boxes: Units shall be adjustable, cast iron, two-piece screw -type with minimum interior diameter of five inches with th cast covers with e e applicable inscription in legible lettering on the top: "SEWER", "WATER" or "RECLAIMED WATER'. Boxes shall be suitable for the applicable surface loading and valve size. Extension pieces, ' 1 1 ns n s if required, shall be the g P > q > manufacturer's standard screw -type for use with the valve box. 2. Extension Stem for Valve Operators: Where the depth of the operating nut is more than 3 feet (unless otherwise specified), operating extensions shall be provided to bring the operating nut to a point 6 inches below finished grade. The extension shall be high strength, corrosion resistant steel construction and permanently attached to the operating nut or handle on the valve. A steel centering plate shall be welded to the extension. 3. Valve boxes shall be provided with concrete base and valve nameplate with suitable anchors for casting in concrete. Nameplate shall be 3-inch diameter bronze disk with 1/8 inch high lettering. Information on disk shall be of specific valve type, size, direction and number of turns, etc. All water valve locations to be marked by a blue Reflective Pavement Marker (RPM) and sewer valves by a green RPM at the edge of pavement. M. Meter boxes: Meter boxes shall be high -density polyethylene body and cover with a cast iron meter lid. Meter boxes shall be the same type throughout the project and of the type currently utilized by SLCU. N. Tapping Sleeves and Valves: Tapping sleeve shall be split -type stainless steel or MJDI with flanged outlet for connection to tapping valve. Valves shall conform to the specifications set forth previously, for the applicable service conditions. Additionally, units shall be compatible with the connecting sleeve or saddle and specially designed for wet tapping installation operations. O. Locating Devices: 1. The Locator Wire, when specifically required to be installed with PVC & HDPE mains, shall be connected at each valve as detailed on the Drawings. 2. Service Connections (Type II) for water mains and low-pressure mains shall be provided with an Electronic Marker, placed directly above the end of the pipe at the R.O.W. or easement line. The marker shall be installed in . accordance with the manufacturer's requirements and be capable of operating at a depth of 6 feet below the ground surface. The markers shall have separate and unique frequencies for water service connections and for low- pressure service connections. The Contractor shall provide a portable electronic marker locator. The locator shall be a complete unit with all necessary equipment, operating manual and batteries. The locator shall be adjustable for the different frequencies required for water and low pressure mains (wastewater). The system must be compatible with SLCU's existing system. P. Pipe Restraints: I. All pressure pipe at fittings and for lengths specified within the Construction Drawings shall be restrained by appropriate restraint devices meeting requirements of UNI-B-13 for PVC pipe and Ductile Iron Pipe Research Association for ductile iron pipe, and be UL listed. Specific criteria in establishing required pipe restraint lengths is found within the Standard Construction Details. Shop drawings shall specify the particular system to be utilized and be approved by SLCU or Engineer of Record. After an acceptable restraint device is approved, no substitutions will be allowed without resubmittal of shop drawings and written approval from SLCU or Engineer of Record. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY fiELR INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPO WiTHALL#0kjggphE 68BES. ui W_ Z Q IL 2 0 0 N Z W it I Q 2 0 Ir 1L Z _0 PJ N 2 Ir IL d 0 0 J LL S 0 0 !- W d IL 0 (n Z W Ir IL 0 W I H N Z Q W F_ _0 Ir 0}. 0 0 0) Z > 0 REVISIONS BY d- W to U) (A ZZ o ,= W rn �, 0 Z a:�M ►- co 'M W 0 M U� cc am U �kY lY 2 J ir W za ww 0 Z W Vy 1% 0 6 Q 00 J o 41 m M C-)� to Z 00z N a�Y 55 W tr) "`t 0 6iI U_t� E 0 2 W C M VTT + " 0) cc J Q d- Q Q co << Z�W�U. 0 V; 3:0 0~�_0 ©-J Q =) U. 0 = t11 H W CC 0 C0 O ; Cr 0 a.<Z W = © Z0 FL0. O I_ �-.J CO CC coo 0 Z myj Lu M aZ0 <XQ - - � za iES�) 0dw \ _OW l ¢zd zR zo11-1 �UEL o DATE 12-15-10 SCALE NONE DRAWN JAO JOB 10-000046 SHEET 108 OF 10 SHEETS W W_ Z a 0 PART 3 - EXECUTION PART 3 - EXECUTION 0 C. Hydrostatic Test Report: Record: N 3.1 FIRE HYDRANT ASSEMBLY INSTALLATION Z 3.1 INSTALLATION: 1. Time and Date of Testing. W A. General Requirements: A. Hydrants shall be located in a manner to provide complete accessibility and that possibility of damage from vehicle, or injury to pedestrians will be minimized. 2. Name of Person/Persons conducting test and present during test and I I. Valves and appurtenances shall be installed in accordance with these Connect hydrant to main with a 6-inch ductile iron branch controlled by an Q Standards and, in general, with the manufacturer's recommendations for the independent 6-inch gate valve. All pipe, valve and points from the hydrant to the Company name, applicable service. main shall be restrained. Hydrants shall stand plumb and true and shall have their 0 nozzles parallel with or at right angles to the curb or edge of pavement, with the 3. Test locations. IY B. Valves: pumper nozzle facing the curb or edge of pavement. Hydrants shall be set to the LL established grade, with nozzles at least 18 inches above the ground. 4. All pressure gauge locations w/pressure at time. Z 1. General: Valves shall be carefully inspected, opened wide, and then tightly 0 closed, and all the various nuts and bolts thereon shall be tested for tightness. B. All fire hydrants shall be free of corrosion and all working parts shall be properly 5. Allowable leakage per specifications. Special care shall be taken to prevent joint materials, stones or other lubricated and hydrants painted as required by SLCU. N substances from becoming lodged in the valve seat. Valves, unless otherwise 6. Actual leakage during test with finishing time and pressure. required, shall be set with their stems vertically above the centerline of the pipe. Any valve that does not operate correctly shall be adjusted to operate 1.6 QUALITY ASSURANCE properly or removed and replaced. W A. Perform work in accordance with all ANSI/AWWA standards. Z 2. Buried valves shall be installed vertically where depth of cover pennies. Z W Where depth of cover does not permit, side operators shall be used. 1,.7... REGULATORY REQUIREMENTS Extension stems shall be provided on all buried valves when the operating A. Conform to applicable code or regulation for performing the work of this Section. nut is deeper than three feet below the final grade. Where extension stems LC are required within valve boxes, approved insert stem guides shall be provided. All water valve locations to be marked by use of a blue reflective * *END OF SECTION * * B. The water system shall not be put into service until after the necessary marker (RPM) attached at pavement edge. All force main and low-pressure bacteriological samples have been approved by the applicable regulatory agencies. D main valve locations to be marked by the use of a green RPM attached at 0 pavement edge. PART 2 - PRODUCTS 3. Valve boxes shall be carefully centered over the operating nuts of 2.1 DISINFECTION CHEMICALS }j underground valves to permit a valve wrench to be easily fitted to the nut The tops of valve boxes shall be set to the required grade. The valve box A. Chemicals: ANSI/AWWA B300, LiquidHypocto one. 0 shall not transmit surface loads directly to either he pipe or valve. Care shall SECTION 02760 ANSI/AWWA B301, Liquid Chlorine 0 be taken to prevent earth and other material from entering the valve boxes. PERFORMANCE TESTING OF PRESSURE PIPELINES ANSI/AWWA B303, Sodium Chlorite Q W Any valve box that becomes out of alignment or is not to grade shall be dug PART 3 -EXECUTION out and adjusted. Concrete pads will be provided around boxes with brass PART 1- GENERAL disc providing information as to valve type, size, direction and number of } 3.1 GENERAL Z turns. 1.1 SECTION DESCRIPTION Q C. Service Connections A. This section includes materials and performance standards, and Contractor A. Verify that piping system has been cleaned and properly isolated. responsibilities associated with he famishing of all labor, materials, equipment and B. The maximum length of line to be tested as one section will be 2500 feet0 1. Service Connections (Water Main): Connections to water mains shall be ,. incidentals required to properly perform flushing and hydrostatic testing of all LL made by installing service saddles. A corporation stop shall be placed at the pressure mains and disinfection and bacteriological testing of all pressure water saddle or fitting, with the service line extended 24" beyond the R.O.W. line P C. Bacteriological testing shall not begin until after the pressure test has been passed. Z mainsn. W at the side property line, perpendicular to said line, and terminating witl i a , as shown on the Drawings and as specified here curb stop and magnetic locating device, pending meter installation. 3.2 CLEANING B. The following performance testing must be conducted: 2. Service Connections (Low Pressure Main): Connection to low pressure A. Water Distribution, Force Main and Low Pressure Main Systems 0 mains will be made by use of a tapping sleeve and valve, and check valve, Water Main:Hydrostatic Hydrostatic, Leakage and Bacteriological Testing 0 with the service line extended t the R.O.W. line, perpendicular to said line, Force Main: Hydrostatic and Leakage Testing 1. Flush all foreign matter from pipeline. For water mains, flush prior to Q and terminating with a cap and electronic locating device. Schedule said PVC Reclaimed Water Main: Hydrostatic and Leakage Testing disinfection. Hoses, fittings and temporary pipes in ditches shall be provided is only pipe acceptable c tap far threads. Low Pressure Main: Hydrostatic and Leakage Testing as required to dispose of flushing water without damage to adjacent properties. Flushing velocities shall be at least 2.5 feet per second. I- 3. Services undercrossing roadways shall be bored or jacked, pushed or moled. 1.2 RELATED SECTIONS Jetting will not be allowed. No open cutting of roads for service lines will be W allowed unless specifically stated. The service line shall have a minimum A. 02675 - Potable Water Systems 2. Prior to the actual line flushing operation, the Contractor shall properly um o D cover of 30-inches with slight grade sloping away from the water main or SLCU and the Engineer of Record of such intended water use a meter, a d, B. 02730 - Sewage Force Mains 24 hours prior t flushing of mains smaller than 10 inch diameter, and 0 low pressure main. The service shall be enclosed within a casing pipe. preferably, at least I week prior to flushing of mains 10 inch diameter and Casing pipe shall be either back iron or schedule 80-PVC. C. 02731 - Reclaimed Water Systems larger. All flushing times will be limited to off peak times of water system requirements demand and consumption. No flushing shall take place without SLCU Z D. Pipe Restraint: Shall be installed in accordance to the manufacturer's re q 1.3 REFERENCES representatives and/or Engineer of Record present. Q for the pipe used and for lengths specified within the construction drawings and Standard Construction Details. During installation, each required joint to be A. ANSI/AWWA B300 - Standard for Hypochlorites. n' restrained must be observed by the SLCU, Engineer of Record or their appointed 3. SLCU will provide meter assemblies for determination of the volume of 0 Field Representative before backfilling at that joint. B. ANSI/AWWA B301 - Standard for Liquid Chlorine. water used for flushing. The contractor shall pay for all water used. C. ANSI/AWWA B303 - Standard for Sodium Chlorite. 4. Mains 8" diameter and larger shall be cleaned using a poly -pig cleaning system. All equipment and piping shall be provided by the contractor. * *END OF SECTION * * D. ANSUAW WA C600 - Standard for Ductile Iron Pipe Installation, Testing. Mains smaller than 8" diameter shall be cleaned using conventional flushing D methods or by poly -pig cleaning system. L' E. ANSUAW WA C651 - Standard for Disinfecting Water Mains. 3.3 HYDROSTATIC AND LEAKAGE TESTING F. ANSI/AWWA C900 - Standard for PVC Pipe, 4"-12" for Water Distribution. Z A. The Contractor shall provide all necessary equipment such as pumps, gauges and water measuring tanks and shall perform all work required for pipe pressure and leakage test. Hydrostatic and leakage tests shall be made between valves and/or SECTION02645 1.4 SUBMITTALS connectors for each section tested using the procedure outline in ANSI/AWWA _ FIRE HYDRANT ASSEMBLIES C600. A. Test Reports: Indicate results comparative to specified requirements. W PART 1 -GENERAL B. The allowable leakage rate for pressure tests are included in the specific system B. Certificate: Certify that cleanliness of water distribution system meets or exceeds standard specifications. The testing procedure shall include the continued Z application of he specified pressure to the test system by way of a pump taking Q 1.1 SECTION DESCRIPTION specified requirements. supply from a container suitable for measuring water loss. The amount of loss shall n A. This section includes materials, installation standards and Contractor responsibilifies 1.5 REPORT DOCUMENTS be determined by measuring the volume displaced from said container. Any exposed 0 associated with the famishing installation all labor, materials, equipment and incidentals pipe, fittings, valves, hydrants, and joints shall be examined during he test. Any 0 damaged defective pipe fittings, valves, required to properly perform fire hydrant assembly installation as shown on the A. Disinfection report; record: (Water System Only) re with sound material, and all tests shall W hydrants that are discovered following 0 the Drawings and as specified herein. be repeated. test shall be repaired or replaced 1. Type and form of disinfectant used.Z W 1.2 SUBMITTALS 2. Date and time of disinfectant injection start and time of completion. C. The pressure shall not vary by more than ±5 psi from the required pressure for the _ A. Submit shop drawings of all equipment and appurtenances required for complete fire duration of the test le at any paint during the test the pressure loss exceeds 5 psi, the AQ hydrant assembly installation. 3. Test locations. by the Contractor and he. test repeated untilwithinhe established lmmits.ccomplished LL 0 PART 2 - PRODUCTS 4. Initial and 24 hour disinfectant residuals (quantity in treated water) in PPM for each outlet tested. 3.4 DISINFECTION (Water System Only) 2.1 FIRE HYDRANTS W 5. Date and time of flushing start and completion. A. Disinfection of mains shall comply with AW WA C651. Each unit of completed W A. Fire hydrant assemblies shall include fire hydrant, spool pieces, gate valve, valve supply line and distribution system shall be thoroughly flushed and then disinfected 0. box, concrete pad around valve box, tee at the main, necessary bends and fittings, 6. Disinfectant residual after flushing in PPM for each outlet tested. with chlorine. a restraining devices, and bedding material. W B. Bacteriological report; record: (Water System Only) B. The Contractor shall install sampling taps required to take all necessary water samples of points designated in the Construction Drawings or by SLCU W B. Fire hydrants shall conform to AWWA C-502 and shall be of the compression, P p � _ traffic model, self -draining type. Hydrants shall be designed for 150 psi working 1. Date issued, project name, and testing laboratory name, address, telephone representatives. F pressure. The hydrant shall be equipped with two 2-1/2 inch type nozzles and one 4- number and State Certification Number. 1/2 inch pump nozzle. Threads shall be National Standard ANSI B26. The 2-'/x inch C. The Contractor shall make all arrangements with a certified testing laboratory to take nozzle shall have 7 '/2 threads per inch and 3 1116 inch outside diameter male thread. 2. Time and date of water sample collection. all water samples required for bacteriological tests and shall maintain continuous The 4-1/2 inch nozzle shall have four threads per inch outside diameter male thread. running bacteriological sample taps. Water mains being tested must remain under Q The hydrant, as a minimum, shall have a sealed grease chamber and plug or fitting 3. Name of person collecting samples. line pressure, and have continuous running sample taps until release of system into for the introduction of grease. Hydrants shall be furnished with a breakaway feature service by SLCU and FDEP. ARE SE PUNS AND A that will break cleanly upon impact. This shall consist of a two-part breakable safety 4. Test locations. flange with a breakable stem coupling. The hydrant internal valve shall be 5-1/4 inch REQUIR �EOT 1O ANYCOR®pOSEO w®RI[ 2 minimum. The pentagonal operating rants and the cap nuts shall be 1-1/2 inch point 5. Initial and 24 hour disinfectant residuals in PPM for each outlet tested. * * END OF SECTION * * MAYBE BYPIEO INSP RREC1'IONS 0 to flat. The hydrants shall open counter clockwise and the direction of opening $hall � OR(lER be cast on the top. Ground flange shall be located approximately 6 inches above 6. Coliform bacteria test results for each outlet tested. �BMPIYWiFl�&q�0 rNAT ]r } finished grade. Ground flange shall be located 4 inches above finished grade. TheQ� hydrant shall be equipped with a 6-inch mechanical joint base inlet. Nozzle caps 7. Certification that water conforms, or fails to conform to bacterial standards of APO", 0 with gaskets shall be provided for all outlets and shall be chained to he barrel. Cap AW WA. U nuts shall have same dimension of operating nut of hydrant. 8. Bacteriologist's signature and authority. N C. All hydrants shall be of the size and type specified and as far as possible all hydrants 0 shall be from one manufacturer. Z D. Hydrant extensions shall not be used unless specifically approved by SLCU or the Engineer. 3Q E. Drain holes shall be deleted or plugged with appropriate brass set screws. !Y 0 REVISIONS I BY It to o Y/ ZZ rn = � ZW NV) Z I ~ LO �M W to Z o 0L' g _J �L' Q W za -a U g aZ Wo �O m M U to Ci � Z DO �Y tp tO W^ O 2 rW r/ / S3 cc J Q p < co Z 0 Cf) �r-� X W 00 a� Q w ~U CD 0 CC 0. ZW 0.. �ZOF- J CO cc O Z 0 Z w," W -gR Q X as Z�F }� zqy�z U=W CL SMW �� Z Zu Q 12-15-10 SCALE NONE DRAWN JAO JOB 10-000046 ti;1119al 100 OF 10 SHEETS L t NEW FIRE HYDRANT SEE SHEET 105.\ EXIST. FPL POWER POLE FOR SERVICE CONNECTION - \ COORDINATE W REPRESENTATIVE \ VIRGINIA HOLLY , , t; goy "LESS &EXCEPT" PARCEL DESCRIBED ` 9� IN EXHIBIT "A' PEPPER BEACH PARK �or� PART 2 o� \ o zlrA to r A N CT \ O \ EXIST. 5't WIDE WOOD WALKWAY TO REMAIN. ETHQESEPLANSARESUBJEC NDLLPROPpSEDW,UlftayrTOACflRR£Cr10NS RK YOE �r IELD TY rHArP A4 O .$HORS \ \\ GATE i i EXISTING ASPHALT•\SURFACE ROAD SITE ELECTRICAL PLA _ SCALE: 1 " = 30'-0" ui W_ z Q a 2 0 0 1n z Ill ir I Q 0 Ir IL z 0 N N_ 2 Ir W a z W Ir D 0 z N W ir } z 0 LL F z cw L D 0 0 0 I F W N fr 0 0 Q a 0 0 J LL g N W 21 0 Ul z w Q LL 0 F- ir w a Ir w F- z ir W I } IL 0 0 N z Ir 0 y REVISIONS BY rn 0 �(no zLL, ~ 0 - M W0 �o Z U z J U m� J < za LU w w z Ug O w J �o 0 00f 0U m M E \ tD z �Z �Y f!i D LU v� Q la.l U L� 0 rLU V m —� Q 0 cr) LL zV..�QQ 0c�0 2 — W ~ W ��w cr CLQzCL czoF- CL�CM� Q O z 0 Q z w(D dN •M W� ZW �04) 0: LZA W 43 W OW �N O DATE 12-15-10 SCALE i" = 30'-0. DRAWN JAO JOB 10-000046 SHEET 110 OF 10 SHEETS LIFE 1. APPLICABLE CODES: A. FLORIDA BUILDING CODE (FBC), PC (PLUMBING CODE), MC (MECHANICAL CODE) 2007 AND ALL 2009 AMENDMENTS AND REVISIONS ADOPTED BY ST. LUCIE COUNTY B. NATIONAL ELECTRIC CODE (NEC), 2008 WITH ALL AMENDMENTS AND REVISIONS ADOPTED BY ST. LUCIE COUNTY. C. LIFE SAFETY CODE (NFPA 101), 2007. D. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, F.B.C.-2007. E. FL. FIRE PREVENTION CODE, 2007. 2. DETERMINATION OF OCCUPANCY (FBC 2007, CHAPTER 3. P. 3.1 Rk A. ASSEMBLY OCCUPANCY: 1. F.B.C., CHAPTER 3, SECTION 303 - ASSEMBLY GROUP A-3, MUSEUM 2. N.F.P.A. 101, CHAPTER 12 NEW - ASSEMBLY OCCUPANCY; CHAPTER 6, SECTION A.6.1.2.1 (16) - MUSEUM 3. BUILDING DATA A. THE TOTAL BUILDING AREA OF THE FACILITY IS (8,523 S.F.)(NEW) (ACCORDING TO FBC CHAPT. 5, SECTION 502, P. 5.1 R - AREA, BUILDING:) IS THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS. BUILDING RATIOS SAFETY REQUIREMENTS D. A FIRE ALARM SYSTEM MAY NOT BE REQUIRED PER F.B.C. CHAPTER 9, 907.2.1, GROUP 'A' AND PER NFPA 101 - LIFE SAFETY CODE, SECTION 12.3.4.1. IF OCCUPANT LOAD IS LESS THAN 300. THIS DESIGN STILL INCORPORATES A COMPLETE ADDRESSABLE, VOICE ACTIVATED FIRE ALARM SYSTEM, EVEN THOUGH NET OCCUPANT LOAD IS UNDER 300, TO SATISFY CLIENT REQUEST, AND ST. LUCIE COUNTY FIRE RESCUE REQUIREMENTS AND REASONING PER ITEM C. ABOVE. SEE SHEET 701. E. FIRE RESISTANCE RATING REQMT'S. FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (F.B.C. TABLE 602.) EXTERIOR BEARING WALLS AND GABLE ENDS OF ROOF HORIZONTAL SEPARATION. 'FIRE SEPARATION DISTANCE' AS DEFINED: "THE DISTANCE MEASURED FROM THE BUILDING FACE TO THE CLOSEST INTERIOR LOT LINE, TO THE CENTERLINE OF A STREET, ALLEY OR PUBLIC WAY, OR TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE LOT. THE DISTANCE SHALL BE MEASURED AT RIGHT ANGLE FROM THE FACE OF THE WALL." (SECTION 702 DEFINITIONS) 0 FT. TO 5 FT.: 1 HOUR OVER 5 FT. TO 10 FT.: 1 HOUR OVER 10 FT. TO 20 FT.: 0 HOURS OVER 20 FT. TO 30 FT.: 0 HOUR OVER 30 FT.: 0 HOUR NEW MUSEUM ADDITION IS 12 FEET FROM EXISTING MUSEUM. IMAGINARY PROPERTY LINE BETWEEN FACILITIES = 6 FEET SETBACK, WHICH REQUIRES 1 HOUR. NEW MUSEUM EXTERIOR WALL ADJACENT TO EXIST. BUILDING CONSISTS OF A 3-HOUR RATING (6 INCH THICK CONCRETE WALL AND 3 HR DOORS). PER ST. LUCIE COUNTY FIRE RESCUE REQUIREMENTS - 3-HR WALL RATING ENABLES NEW MUSEUM TO BE SPRINKLERED WHILE EXIST. MUSEUM SHALL REMAIN UNSPRINKLERED. AREA SQ. FT 6. INTERIOR FINISH CLASSIFICATION: MAIN GALLERY #1: 4,274 SMALL GALLERY #2: 2,586 (PER FBC CHPT. 8. SEC. 803) REF. 803.1. OFFICES/LOUNGE: 960 RESTROOMS: 375 A. CLASS 'A'; FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450. CORRIDOR: 208 B. CLASS 'B'; FLAME SPREAD 26-75, VESTIBULE: 120 SMOKE DEVELOPED 0-450. TOTAL 8,523 C. CLASS 'C' FLAME SPREAD 76-200, SMOKE DEVELOPED 0-450. B. BUILDING HEIGHT (ACCORDING TO FBC CHAPT. 5, SECTION 502 P. 5.1 R) IS THE VERTICAL D. INTERIOR WALL & CEILING FINISH REQUIREMENTS TO MEET TABLE 803.5 LISTED BY OCCUPANCY & TEST PROTOCOL. DISTANCE FROM GRADE PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE. PER CHAPTER 5, TABLE 503 P. 5.2, MAX NUMBER OF STORIES IS 2 (GROUP A-3). 7. FIRE RESISTANT SEPARATIONS, TENANT/OCCUPANCY SEPARATION 1. PROPOSED BUILDING HEIGHT (ONESTORY): MAX. 22'-0" T/PARAPET, „ REQUIREMENTS (TABLE 508.3.3) 18 -0 ® LOW END; 20'-10 1/4„ RIDGE HEIGHT. AVERAGE = 19 -5 A. PER FBC 2007, CHAP. 5, SECTION 508 - MIXED USE OCCUPANCY 4. ALLOWABLE BUILDING HEIGHT AND AREA (FBC 2007, TABLE 503, P. 52) 50&3 MIXED OCCUPANCIES. EACH PORTION OF A BUILDING SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1 WHERE BUILDING CONTAINS MORE THAN ONE OCCUPANCY GROUP, A. BASED ON TABLE 503, THE FOLLOWING CONSTRUCTION TYPE WILL THE BUILDING OR PORTION THEREOF SHALL COMPLY WITH SECTIONS ACCOMMODATE THE PROPOSED FACILITY, GROUP'A-3' -ASSEMBLY OCCUPANCY 508.3.1, 508.3.2 508.3.3 OR A COMBINATION OF THESE SECTIONS. 1. TYPE II-B. UNPROTECTED. SPRINKLERED. NOT APPLICABLE - ENTIRE FACILITY IS ASSEMBLY OCCUPANCY. MAXIMUM NUMBER OF STORIES : GROUP 'A-3' = 2 STORIES. 2. ALLOWABLE AREA - OCCUPANCY = GROUP 'A-3' = 9,500 S.F. 508.32 NONSEPARATED OCCUPANCIES. BUILDINGS OR PORTIONS AREA INCREASES AS ALLOWED ARE NOT NECESSARY OF BUILDINGS THAT COMPLY WITH THE PROVISIONS OF THIS SECTION 3. PRIMARY INTENDED USE. SHALL QUALIFY AS NONSEPARATED OCCUPANCIES. a. USE GROUP 'A-3' - MUSEUM 50&&2.1 OCCUPANCY CLASSIFICATION. NONSEPARATED 4. NFPA CONSTRUCTION TYPE II 000 PER TABLE 12.1.E OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE - ASSEMBLY W OCCUPANCY LOAD < 1,000, LIMITED TO 1 LEVEL BELOW WITH SECTION 302.1. CODE REQUIREMENTS SHALL APPLY TO LEVEL OF EXIT DISCHARGE EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY - THIS FACILITY CONTAINS ONLY 1 LEVEL = OKAY CLASSIFICATION OF THAT SPACE EXCEPT THAT THE MOST RESTRICTIVE - OCCUPANT LOAD = 277 (SEE SHEET LS-2). APPLICABLE PROVISIONS OF SECTION 403 AND CHAPTER 9 SHALL APPLY TO THE ENTIRE BUILDING OR PORTION THEREOF. 5. FIRE PROTECTION REQUIREMENTS (FBC. SECTION 603 TABLES 601 & 602) A. UTILIZING TYPE II-B, UNPROTECTED, TYPE OF CONSTRUCTION THE FOLLOWING FIRE RESISTANCE RATINGS ARE REQUIRED: (ASSUMING A FIRE SEPARATION DISTANCE < 30') 1. STRUCTURAL FRAMES INCLUDING: 0 HOURS COLUMNS, GIRDERS, TRUSSES 2. BEARING WALLS A) EXTERIOR 0 HOURS (GREATER THAN 30') B) INTERIOR 0 HOURS 3. NON -BEARING WALLS & PARTITIONS A) EXTERIOR 0 HOURS PER F.B.C. TABLE 602 B) INTERIOR 0 HOURS 4. FLOOR CONSTRUCTION 0 HOUR (INCLUDING SUPPORTING BEAMS & JOIST) 5. ROOFS CONSTRUCTIONS 0 HOUR (INCLUDING SUPPORTING BEAMS & JOIST) B. A SPRINKLER SYSTEM MAY NOT BE REQUIRED FOR OCCUPANCY CLASSIFICATION (SEE ITEM C BELOW). HOWEVER, THIS REMAINS AN OWNER OPTION BASED ON INSURANCE REQUIREMENTS, PROTECTION OF CONTENTS, LIFE SAFETY REQUIREMENTS AND AS RECOMMENDED BY ST. LUCIE COUNTY FIRE RESCUE. C. BASED ON THE PRELIMINARY DISPLAY CONFIGURATION SHOWN ON LS-2, TOTAL OCCUPANT LOAD IS LESS THAN 300 PEOPLE - SEE CHART ON SHEET LS-2. THIS MAY ELIMINATE THE REQUIREMENTS FOR A FIRE SPRINKLER SYSTEM PER ST. LUCIE COUNTY FIRE RESCUE MANDATE. HOWEVER, A COMPLETE MONITORED SPRINKLER SYSTEM IS INCLUDED IN THIS DESIGN, SINCE A PRECISE AREA LAYOUT IS UNAVAILABLE AT THIS TIME AND IS ALSO SUBJECT TO CHANGE IN THE FUTURE. 608.3.22 ALLOWABLE AREA AND HEIGHT. THE ALLOWABLE AREA AND HEIGHT OF THE BUILDING OR PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN ACCORDANCE WITH SECTION 503.1 50&32.3 SEPARATION. NO SEPARATION IS REQUIRED IN THIS FACILITY. 8. MINIMUM OCCUPANT LOAD (FBC 2007, TABLE 1004.1.1. P. 10.4) A. OCCUPANT LOAD FBC CHPT. 10 (TABLE 1004.1.1) 1. F.B.C. ASSEMBLY UNCONCENTRATED: 1 PERSON PER 15 NET SQUARE FEET F.B.C. BUSINESS: 1 PERSON PER 100 GROSS SQUARE FEET. 2. N.F.P.A. 101 CHAPTER 7 : TABLE 7.3.1.2 - a. ASSEMBLY USE - LESS CONCENTRATED, W/O FIXED SEATING = 1 PERSON / 15 S.F. NET (OPEN AREA). b. OFFICE(S) AREA: 1 PERSON PER 100 GROSS S.F. c. SEE OCCUPANT LOAD CHART ON SHEET LS-2 = <1,000 3. F.B.C. TABLE 1019.1: MINIMUM NUMBER OF EXITS PER OCCUPANT LOAD (1-500 OCCUPANTS) = 2 REQ'D. 9. EGRESS REQUIREMENTS (FBC 2007, 1016.1) A. MAXIMUM TRAVEL DISTANCE TO EXIT (FEET) 1. FBC, TABLE 1016.1, Pg. 10.25R, SPRINKLERED, MAXIMUM 250 FEET 2. NFPA 101, CHAPT. 12, SPRINKLERED, MAXIMUM 250 FEET 3. FBC, 1014.3 - COMMON PATH OF EGRESS TRAVEL = 75 FT. B. MAXIMUM DEAD END CORRIDOR LENGTH (FEET) 1. FBC, SECTION 1017 - CORRIDOR - 20 FEET MAXIMUM, 2. NFPA 101 - 12.2.5.1.3 - 20 FEET MAXIMUM C. EGRESS WIDTH PER PERSON SERVED (INCHES) 1. FBC, TABLE 1005.1 W/O SPRINKLER SYSTEM a. 0.2 INCHES PER PERSON FOR LEVEL TRAVEL b. 0.3 INCHES PER PERSON FOR STAIRS 2. NFPA 101, TABLE 7-3.3.1 a. 0.2 INCHES PER PERSON FOR LEVEL TRAVEL b. 0.3 INCHES PER PERSON FOR STAIRS D. MINIMUM CORRIDOR / AISLE WIDTH (INCHES) 1. 44" FBC SECTION 1017.2 2. 44" NFPA 101-12.2.3.8 E. MINIMUM CLEAR OPENING OF EXIT DOORS (INCHES) 1. 32" FBC SECTION 1008.1.1 2. 32" NFPA 101 -7.2.1.2.4. F. COMMON PATH OF TRAVEL 1. F.B.C. CHAPTER 10, 1014.3 EXCEPTION (7) = 50 FT. 2. NFPA 101 CHAPTER 12.2.5.1.2, = = 20 FEET. G. MAIN ENTRANCE / EXIT 1. PER NFPA 101 - 12.2.3.6.2(2), THE MAIN ENTRANCE/EXIT SHALL ACCOMMODATE ONE-HALF (50%) OF THE TOTAL OCCUPANT LOAD OF EACH ASSEMBLY SPACE. SEE CALCS ON SHEET LS-2. 10. STRUCTURAL LOADS AND WIND FORCES: (FBC 2007, 1601) THE FOLLOWING INFORMATION RELATES TO WIND LOADS/PRESSURES SHOWN ON THESE DRAWINGS (ELEVATIONS/SCHEDULES & CLADDING SCHEDULES). 1. CODE: FBC 2007 (ST. LUCIE COUNTY) 2. WIND SPEED: 150 MPH MIN. 3-SEC. GUST 3. OCCUPANCY CATEGORY: II 4. IMPORTANCE FACTOR: 1.0 5. WIND EXPOSURE: 'C' 6. INTERNAL PRESSURE: .18 (ENCLOSED BUILDING) 7. COMPONENTS AND CLADDING: SEE SCHEDULE ON DRAWINGS. 8. PROCEDURE: CHAPTER 6 OF ASCE 7-05 OR; PROVISIONS OF FBC 1609 - FOR BUILDINGS 60 FT. (18.3 M.) HIGH OR LESS. 9. OPENINGS: HURRICANE MISSILE IMPACT PROTECTED: PER F.B.C. 2007 THESEPLNSARESUBIE pDALL REQUIRED QCT SpPAOPOSfDWORK AYBEYFIELDI RECTIDNSv;ADTyrCoocihAuORDER oR vi W_ Z Q a 2 0 0 0 W _ Q 0 Ir LL Z 0 OJ _N W a W F 0 N Z N W } Z 0 LL Z W 0 D N F W N D Ir Q } a U 0 J D LL g D N F W a U W I LL 0 W a 0 Ir a W I F W REVISIONS BY rn co U)y0 �� W _ Nm Z_M z M WZ0'o Z O o� U U� �kY � J Q W wQ za Oz w �g 0 o j o w rn I 0 1 Z 12 FD W L� �fD iJ v 0 W CD cr Q 4 0 Q M zWaQ o CD F-�00 a�UL w ~U 0 � Iz C d Z ozo CL cc 0 CL -JM� O z O z I � L0 z o � zo L wa N x_ u2S 0 DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET LS-1 OF 2 SHEETS LEGEND ( NET PERSON EXITING CAPACITY AT OPENING P(9K EXIT/EMERGENCY LIGHT 4c=L EMERGENCY LIGHT => PRIMARY MEANS OF EGRESS & DISTANCE ®CL. X -* MAXIMUM TRAVEL, PATH, & DISTANCE MAX OCCUPANCY LOAD CALCULATIONS: (PER FBC 2007, CHA D, TABLE 1004.1.2) A GALLERY #% - OPEN AREA - A3 ASSEMBLY - NO SEATS TOTAL GROSS AREA = = 4,274 <EXT. WALLS ® 236 X 0.94> = < 222 > <BOXED COLUMNS ® 6 X 1.5> = < 9 > <DISPLAY AREAS> = <1,795> NET AREA = 2,248 OCCUPANCY = 1 PERSON / 15 S.F. NET 2,248 S.F. / 15 = _ m B. GALLERY #►2 - OPEN AREA - A3 ASSEMBLY - NO SEATS TOTAL GROSS AREA = = 2,586 <EXT. WALLS ® 140 X 0.94> = < 132 > <BOXED COLUMNS ® 3 X 1.5> = < 5 > <DISPLAY AREAS/MERCH./THEATRE AREA> = <1,367> NET AREA = 1,082 OCCUPANCY = 1 PERSON / 15 S.F. NET 1,082 S.F. / 15 = = 72 C. GALLERY #2 - DISPLAY/MERCHANDISE AREA TOTAL GROSS AREA = = 580 OCCUPANCY = 1 PERSON / 30 S.F. GROSS 580 S.F. / 30 = = 20 D. GALLERY #F2 - OPEN THEATRE - NO FIXED SEATS TOTAL GROSS AREA (NET) _ = 264 OCCUPANCY = 1 PERSON / 15 S.F. NET 264 S.F. / 15 = = 1Q I- OFFICE / CORRIDOR / RESTROOM / VESTIBULE TOTAL GROSS AREA = = 1,663 (FROM BUILDING RATIO CHART) OCCUPANCY = 1 PERSON / 100 S.F. GROSS 1,663 S.F. / 100 = = 17 TOTAL OCCUPANT LOAD m - 277 MAIN ENTRANCE / EXTT CALCULATIONS: 50% OF TOTAL OCCUPANT LOAD SHALL BE ABLE TO EXIT THRU MAIN ENTRANCE. GALLERY #F1 OCCUPANT LOAD = 150 50% OF 150 = 75 MAIN ENTRY / EXIT = 150 = OKAY GALLERY 02 OCCUPANT LOAD = 72 50% OF 72 = 36 MAIN ENTRY / EXIT = 150 = OKAY NOTES: SEPARATE PERMIT REQ'D FOR FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 101, 2007 ED., NFPA 13 2005 ED., & NFPA 30 2007 ED. SHOP DWG'S TO BE SUBMITTED. PROVIDE AN APPROVED FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 101 SEC 12.3.4.1. PROVIDE ENGRAVED PLASTIC SIGNS DENOTING MAX. OCCPANCY FOR EACH MAJOR ROOM. I.E.: GALLERY #1, GALLERY #2 MAIN EXIT I I I i I I I I I I I I I BUILDING RATIOS: AREA SO. FT. MAIN GALLERY #1: 4,274 SMALL GALLERY #2: 2,586 OFFICES/LOUNGE: 960 RESTROOMS: 375 CORRIDOR: 208 VESTIBULE: 120 TOTAL 8523 INTERIOR FINISH SMOKE/FLAME SPREAD RATINGS (BASED ON ASTM E84 STANDARD TUNNEL TEST & NFPA 255) MATERIAL SMOKE DENSITY FLAME SPREAD (MAX) PLASTIC LAMINATE CABINETS 0 75 CARPETING 130 75 VINYL TILE 0 75 VINYL BASE 0 75 CERAMIC TILE 0 0 ACOUSTICAL TILE 100 25 WHITE VINYL INSULATION 50 25 METAL WALL PANELS 0 0 PAINTS MASONRY GRADE 0 5 DOOR CLEAR COAT 0 5 ALKYD - METAL GRADE 0 5 STANDARD STEEL COATING 0 0 INTUMESCENT 1-HOUR STEEL 0 CLASS 'A' LATEX ON DRYWALL 35-60 CLASS 'A' EPDXY ON DRYWALL 35-60 CLASS 'A' LATEX ON MASONRY 0-10 CLASS 'A' EXITS 'A' ACCESS TO EXITS 'A' OTHER SPACES 'A','B' EXIT ROUTE OPTIONS ROUTE #1 = 82 L.F. ROUTE #2 = 83 L.F. ROUTE = 39 L.F. ROUTE 13 4 = 83 L.F. ROUTE #5 = 73 L.F. ROUTE #6 = 69 L.F. ROUTE #7 = 84 L.F. ROUTE #8 = 82 L.F. ROUTE #9 = 82 L.F. ROUTE #10 = 96 L.F. ROUTE #11 = 96 L.F. ROUTE #12 = 75 L.F. ROUTE #13 = 89 L.F. ROUTE 14 = 32 L.F. ROUTE 15 = 57 L.F. ROUTE #16 = 78 L.F. FIRE SPRINKLER MONITORING NOTE - THIS NEW MUSEUM ADDITION SHALL HAVE COMPLETE FIRE SPRINKLER SYSTEM WHICH SHALL BE CONTINUOUSLY MONITORED BY A CERTIFIED CENTRAL STATION FIRE ALARM SYSTEM PROVIDING SERVICE THAT COMPLIES WITH ALL REQUIREMENTS OF NFPA 72, NATIONAL FIRE ALARM CODE. WALL LEGEND 11-1/4" ICF WALL SYSTEM. 2-5/8" RIGID IMSULATION BOTH SIDES OF 6" CONCRETE WALL. 11-1/4" ICF WALL SYSTEM. 2-5/8" RIGID IMSULATION BOTH SIDES OF 6" CONCRETE WALL. RATED 3-HOURS. 3-5/8" OR 6" X 25 GA. METAL STUD WALL 0 16" O.C. W/ 1 LAYER 5/8" GYP. BD. BOTH SIDES. n 3-5/8" X 20 GA. METAL STUD FULL HEIGHT WALL 0 16" O.C. W/ HORIZONTAL BRACING 0 3RD POINTS. PROVIDE W/ (1) LAYER 5/8" GYP. BD. GALLERY SIDE FULL HEIGHT, (1) LAYER OFFICE/BATH SIDE TO 9'-O" A.F.F. A NOTES: 1. NO DEAD END CORRIDORS EXCEEDING 20 FEET. 2. NO MAX. TRAVEL DISTANCE GREATER THAN 250 FEET (SPRINKLERED) FBC 2004 TABLE 1016.1. 3. ALL DOORS IN FIRE RATED WALLS SHALL BE RATED IN A SIMILAR FASHION REGARDING 1,2, & 3 HR. REQUIREMENTS, AS SHOWN IN CONSTRUCTION DOCUMENTS. 4. EXIT LIGHTING AND SIGNAGE: COMPLY WITH FBC CHAPTER 10, 1006, 1006.3 EXIT SIGNS. I I L-------------- Q O MUUIt MVUIt W IJ ROUTE om _ - --- -- - DISPLAY DI 161�F #15/165/1 �\` - � F 60 S.F. 66 S.F. OPEN THEATRE RE (NO FIXED SEATS) / 103A _ \ I L- -- - - -J - - - - (1 PERSON / 15 S.F. NEf = 18) / \ DISPLAY �} 264 S.F. / LJ El --- / 276 S.F. / /1010, [W#0MEAS�J OMEN'S W \M o o HA rFE PROVIDE ENGRAVED I DISPLAY ® EST. V PLASTIC SIGN: I 68 S.F. MAXIMUM OCCUPANT �I—F LOAD = 110 PERSONS" L i I B'H. DROPPED i HEADER i CORRIDOR 102 � �_ t I II , II Ir GALLERY 02 I -' I i ® +-ftt+- ROUTE / / / \ \ THIS DOOR LEAF NOT \ I REQ'D. FOR EGRESS \ vi o(o � I I I J I PROPOSED —9'H. HEADER/I MUSEUM ADDITION SOFFIT 1-STORY 8,523 S.F. FOOTPRINT I F.F. ELEV. = 8.0 III i NET ASSEMBLY AREA (1 PERSON/15 S.F. NET = 150) 2,248 S.F. RE ------ ow I lV I GALLERY #1 DISPLAY I \ fRw a co I 615 S.F. 6I 5P SA. F. I. ® 79 S.F. LlANJ3TORAGEk M I I 4TE I I I v NET ASSEMBLY AREA I vi \ (1 PERSON/15 S.F. NET = 72) I 1 \ 1,082 S.F.o LOUNGE I DIRECTORS OFFICE I ROUTE 012113 MICRO ABOVE ROUTE -T DYIL a , -- REF DISPLAY/MERCHANDISE (1 PERSON/30 S.F. GROSS = 20) 580 S.F. \ PROVIDE ENGRAVED PLASTIC SIGN: MAXIMUM OCCUPANT ui I LOAD = 150 PERSONS" DISPLAY } 390 S.F. I I I J THESE PLANS AND ALL PROPOSED WORK \ \ / pRE,9llBCT7Q_ANY CORRECTIONS Jfl REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO \ OPEN Ir`: mKV VATH Ndr AFFUCANiA 49VA r\ OFFICE vi i ROUTE ® In ROUTE w x— 7- n ROUTE ROUTE DISPLAY DISPLAY DISPLAY _x _ OV2 « 22 S.F. 66 S.F. n 160 S.F. RE N:N IRD LIFE SAFETY PLAN 0 W Z a 0 0 co W I Q 0 I LL 0 N N W a Z W F 3 H D 0 I F Z 0 Q W D: Q D. 0 LL I- W D 0 ol IA I w D I 0 Z D}. 0 O IXR J D LL g W a 0 In Z W cc LL 0 W a X W F- N REVISIONS I BY rn yy0 W o N� z��Lo', In W z ~ 0� 0 0 Z 00-i U m'� �kY J � EL UULy Im LL g O Z J W �v0 �O oct � mU m Z °° Z z W v� 0Lij U LL uml S� L c � Q OQ�M Zw<< Oc�o ~~00 cl o�=LL a� w ~0 o� 0 Zw C Q 1= 0 co CO z O Z 00 r, m �r W �J a }� zw ZK Q z a ui 0 r X% 0 DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET LS-2 OF 2 SHEETS 0 I 0 04 M TO 0 I in N 1 24' X V- PILASTERS (FOAM) A 0 29'-0" MICRO OPEN OFFIC5101 70'-0" 12'-0" 29'-0" - I _ 25' SETBACK LINE (FROM CCC) - i r I I I I I V o1p1ll��i�� 0 CORRIDOR 102 DIRECTORS OFFICE 1 W 11 .�.�.. i 14 X 14 OH DOOR BOXED -IN COLUMNS,TYR ICF FULL HT. WALL SYSTEM, TYR a END WALLS of in O 29'-0" I I 6'-0" i 6'-0" 70'-0" OVERALL FLOOR PLAN �I SCALE: 1/8" = 1'-0" I F 8-HOUR RATED WALL REO'D. (HATCHED) ICF FULL HEIGHT - WALL SYSTEM, TYP. a SIDE WALLS 29'-0" f 13 1'-0" 12'-0" 1'-0" L. 0 i 0, w GENERAL NOTES: Z 1. CONSTRUCTION SHALL FOLLOW CURRENT (2007) EDITION OF THE 7. IN ADDITION: THIS CONSTRUCTION SHALL CONFORM 19. DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN 31. EXTERIOR DOOR LOCKS SHALL NOT REQUIRE ANY KEY d "FLORIDA BUILDING CODE" W/ 2009 REVISIONS AS ADOPTED BY TO THE CONSTRUCTION REQUIREMENTS FOR PASSIVE ACCORDANCE WITH "THE MANUAL OF STANDARD TO OPERATE FROM THE INSIDE. 'J' 2 ST. LUCIE COUNTY AS APPLICABLE AND ALL CONTROLS FOR RADON -RESISTANT NEW BUILDING PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" 32. USE BEAD OR METAL CORNER BEAD AT ALL 0 APPLICABLE AMENDMENTS, AS APPLIES TO A TYPE II B CONSTRUCTION PER CHAPTER 9B-67 FL. STD, APPENDIX E, AS PUBLISHED BY THE CONCRETE REINFORCING STEEL LOCATIONS WHERE EDGE FORMS A REVEAL OR MEETS V CONSTRUCTION. FBC 2007 & FS PART X, CHAPTER 553. THIS STRUCTURE INSTITUTE UNLESS OTHERWISE INDICATED. DISSIMILAR MATERIAL. In 2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL SHALL BE ISOLATED FROM THE SOIL BY AN APPROVED 20. ADEQUATE VERTICAL AND HORIZONTAL SHORING 33. CONTRACTOR SHALL PROVIDE FINAL CLEANING OF Z THE TRADES. ALL TRADES SHALL VERIFY ALL STRUCTURAL BARRIER AS DEFINED IN CHAPTER E301 SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS ALL GLASS, FLOORS, CABINETS, FIXTURES, ETC. SO w DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH DURING CONSTRUCTION. AS VERTICAL BARS ABOVE. BUILDING IS CLEAN AND READY TO MOVE INTO. VERIFY it THE WORK. 8. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING 21. DOWELS, COLUMN AND WALL REINFORCING TO 34. WINDOW AND DOOR SIZES ARE NOMINAL. ACTUAL AND ROUGH OPENING DIMENSIONS IN FIELD I 3. ALL DIMENSIONS ARE NOMINAL. BUILDER SHALL OF STRUCTURAL OR NON-STRUCTURAL MEMBERS FOOTING WITH SAME SIZE AND NUMBER OF DOWELS BEFORE FRAMING OR FORMING OPENINGS. Q VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE DURING CONSTRUCTION. 22. NOT USED. 35. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES, 2 PRIOR TO STARTING ANY WORK AND NOTIFY 9, CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO 23. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE AT EACH LIFT INSTRUCTION BOOKS, OPERATIONAL GUIDES, ETC. IN A 0 ARCHITECT IN WRITING IMMEDIATELY OR THE BUILDER THE BUILDER AND OWNER FOR APPROVAL. BOTTOM OF ICF WALL VERT. REINF. LOCATIONS SINGLE NOTEBOOK FORMAT TO BE PRESENTED TO THE SHALL ACCEPT ALL RESPONSIBILITY FOR ANY ERRORS 10. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP OVER 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER OWNER UPON COMPLETION OF THE CONSTRUCTION. Ir OR OMISSIONS. DO NOT SCALE DRAWINGS. DRAWINGS TO THE BUILDER AND OWNER FOR APPROVAL. CLEANING AND INSPECTION AND BEFORE GROUTING. 36. ALL EXTERIOR CAULKING TO BE AS SPECIFIED. LL 4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP APPROVAL. WINDOW, DOOR AND GLASS SUPPLIER/MANUFACTURER 24. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIAMETERS SEAL ALL WINDOWS, SLIDING GLASS DOORS, Z DRAWINGS AS REQUIRED BELOW. SHALL PROVIDE CERTIFICATION ON ALL WINDOWS, MINIMUM WHERE SPLICED AND SHALL BE WIRED TOGETHER EXTERIOR DOORS, BUILDING CORNERS/BUILDING JOINTS 0 A. PRE-ENGINEERED METAL BUILDING SLIDING GLASS DOORS, DOORS STOREFRONT AND OR MECHANICALLY ATTACHED. PROVIDE CORNER BARS SAME SIZE OF DIFFERENT PLANES OR MATERIALS. 0 B. ICF WALL SYSTEM SHOP DRAWINGS GARAGE DOORS PER FLORIDA BUILDING CODE, 2007 AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE. 37. SEE PRE-ENGINEERED METAL BUILDING SHOP DRAWINGS CO C. DOORS AND HARDWARE AND HURRICANE MISSILE IMPACT PROTECTION AND WIND LAP 48 BAR DIAMETERS MINIMUM. FOR ALL CONNECTION AND STRUCTURAL DETAILS RELATED TO D. STOREFRONT, DOORS AND WINDOWS LOADS, SSTD 12, ASTM E 1886-02 AND PA 201,202 25. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, METAL BUILDING. MANUFACTURED METAL BUILDING SHALL COMPLY E. FLOORING AND 203 (AS APPLICABLE). OR STEEL SHALL BE PRESSURE TREATED. PROVIDE WITH CHAPTER 9B-1 FLORIDA ADMINISTRATIVE CODE. w F. COUNTERTOP, CABINETS 11. ALL WINDOWS AND DOORS SHALL BE SEALED AND AN APPROVED MOISTURE VAPOR BARRIER BETWEEN 38. SEE PRE-ENGINEERED METAL BUILDING SHOP DRAWINGS 0. G. PLUMBING FIXTURES WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY THE CONCRETE OR OTHER CEMENTITOUS MATERIALS FOR ANCHOR BOLT SIZES, QUANTITIES AND PLACEMENT. H. ELECTRICAL EQUIPMENT, LIGHTING FIXTURES, & CONTROLS. LABELS SHOWING COMPLIANCE WITH THE FLORIDA AND THE WOOD AS REQUIRED PER APPLICABLE CODE. 39. FIRE EXTINGUISHERS SHALL BE PROVIDED PER FLOOR Z I. H.V.A.C. EQUIPMENT STATE ENERGY CODE, FBC 2007, CHPT. 13 & 24 GLASS & GLAZING. 26. STRUCTURAL STEEL SHALL CONFORM TO THE A.I.S.C. "SPECIFICATION AND PLANS BUT SHALL BE FIELD VERIFIED BY THE W J. FIRE SPRINKLER SYSTEM 12. ALL EXTERIOR DOORS SHALL COMPLY FOR THE DESIGN, FABRICATION ERECTION OR STRUCTURAL STEEL FOR BUILDINGS", FIRE MARSHALL HAVING JURISDICTION. F- K. TOILET ACCESSORIES WITH THE ST. LUCIE COUNTY BUILDING SECURITY LATEST EDITION. MATERIALS SHALL CONFORM TO THE 40. ALL AREAS ARE 100% FIRE SPRINKLERED. � L. EXHAUST FANS &LOUVERS CODE ORDINANCE, IF ANY. APPLICABLE ASTM SPECIFICATIONS AS FOLLOWS: 41. SEE CODE REFERENCE AND LIFE SAFETY NOTES ON SHEET M. CHAIN LINK FENCING N. WATER/SEWER UTILITIES 13. NOT USED. ALL A123/A123M-02 STD. SPEC FOR HOT DIP GALVANIZING (ZINC). LS-1. 0. DRAINAGE STRUCTURES 14. CONCRETE SHALL CONFORM TO ASTM C94. SHAPES, PLATES, AND OR BOLTS - A36-A36M-05 & A6/A6M 42. RATED PARTITIONS, EXIT ENCLOSURES AND FIRE RATED WALLS F CONCRETE WORK SHALL BE IN ACCORDANCE WITH MACHINE BOLTS - A325-A325M-05 TYPE I OR III REQUIRED TO HAVE PROTECTED OPENING, SHALL BE IDENTIFIED ABOVE P. IRRIGATION SYSTEM ACI 318 AND ACI 301 LATEST EDITIONS. TUBULAR STEEL - A500-03A & A563 ANY DECORATIVE CEILING AND IN CONCEALED SPACES WITH STENCILED "rEl 0 Q. REINFORCEMENT STEEL R. SPECIALTIES 15. MINIMUM CONCRETE COVER OVER REINFORCING A153/A153M SPECIFICATION FOR ZINC COATING(HOT DIP) 1" x 6" HIGH WORDING : E eun SMQKE BARRIER PROTECT ALL OPENINGS" 0 INTERVALS NOT EXCEEDING 20 -0" CENTER TO CENTER. I H S. FIRE ALARM SYSTEM &COMPONENTS SHALL BE: SLABS ON VAPOR BARRIER- 3" ASTM 490M HIGH STRENGTH STEEL BOLTS 43. TERMITE SOIL POISONING PER FBC CHAPT. 18, SECTION 1816 THRU. BEAMS AND COLUMNS- 1-1/2" 27. WELDED CONSTRUCTION SHALL CONFORM TO THE "STRUCTURAL 1816.2; UNDER MAIN BULDING SLAB. PROTECTION SHALL BE PROVIDED 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH FORMED CONCRETE BELOW GRADE -2" AMERICAN WELDING SOCIETY WELDING BY REGISTERED TERMITICIDE(S), FURNISH A CERTIFICATE OF COMPLIANCE, Z THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF UNFORMED CONCRETE BELOW GRADE -3" CODE". ELECTRODES FOR FIELD AND SHOP WELDS BE ISSUED TO THE BUILDING DEPARTMENT BY THE APPLICANT, AND 0 THE FLORIDA MODEL ENERGY CODE. CONTRACTOR 16. PROVIDE STRESS CONTROL SAW CUTS IN ALL GROUND SHALL BE A.W .S.A5.1 E70XX. i YEAR WARRANTY. APPLICANT SHALL PAY PROVIDE A WRITTEN ONE () SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING SLABS AS DETAILED ON PLANS; IF NOT SPECIFICALLY 28. SEE FOUNDATION NOTES FOR ADDITIONAL STRUCTURAL PARTICULAR ATTENTION TO FBC'S SECT'S. 1816.1.1 THRU 1816.1.8; Q CODE IN ITS ENTIRETY, AND BUILD IN ACCORDANCE NOTED FOLLOW THE FOLLOWING: SPECIFICATIONS. SLAB PENETRATIONS SHALL COMPLY WITH SECT. 1816.2. w WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT INTERIOR FUR. SLABS - 20'-0" E.W. C.C. 29• VERIFY ALL DIMENSIONS IN FIELD BEFORE � BE SPECIFICALLY ADDRESSED ON THE PLANS AND SIDEWALKS - PER FDOT OR ®5'-0 " C.C. FABRICATION OF ANY CABINETRY OR MILLWORK. } NOTES. " EXTERIOR SLABS - ®20'-0 E.W. C.C. 30. ALL WORK BY ALL TRADES TO BE COMPLETED IN Z 6. THE BUILDER MAY SUBSTITUTE ITEMS WHICH THEY 17. REINFORCING STEEL: GRADE 60 (FY = 60,000). ASTM ACCORDANCE WITH ALL APPLICABLE CODES, Q BELIEVE TO BE EQUAL OR BETTER THAN ITEMS ORDINANCES, STANDARDS OR RESTRICTIONS, SPECIFIED ON THESE DRAWINGS WITH PRIOR NOTICE 18 A615-A & M. PLACING DRAWINGS AND BAR LISTS SHALL CONFORM WHETHER INDICATED ON THE DRAWINGS OR NOT. ALL !Y AND APPROVAL BY THE OWNER & ARCHITECT. ITEMS WHICH WHEN TO A.C.I.S. "MANUAL OF STANDARD PRACTICE FOR CONTRACTORS, SUBCONTRACTORS, AND SUPPLIERS SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING DETAILING REINFORCED CONCRETE STRUCTURES" TO BE PROPERLY LICENSED AND INSURED AS LL OFFICIAL, WILL BE SUBMITTED TO THE BUILDING OFFICIAL. (A.C.1. 315 LATEST EDITION). REQUIRED BY LAW BEFORE PERFORMING ANY WORK ON THE PROJECT. z w 2 D 0 0 !r w 0 01 fY ARE8Ep�N84 w RE©UI, E, ECr rCA 44 pRCpOgFp I �M�RY ,rgSS ��N p C OpSCNs CRK co n REVISIONS I BY rn �n JAU)oto o� rn W Po Z nM WZCO) O ~�M Z 0J U 0 �- J tY < W za Z W "ww g O W J (? 00 a 0 o J rn I U mCOE Z ao z 12 cCo- o �m ♦J v� L; i 0 0 M umj V/TT qqt cr //�� 0 cr) zwaa � 03:0 ~~00 QLL W ~U 0^L Zw CIi oz 1= 0 0 z 0 z I Z 'J Ig N w<, a N I-=E� i ix N oQ _ 0 �22 w o X� 0 DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 301 OF 15 SHEETS 0 I .. WALL SECTION ® REVEALS 2 312 0 I WALL N SECTION 1 312 1'-11j" 0 I I 0 6'-0" 7 17'-6" 2 WALL ' 313 SECTION DS ® REVEALS 45'-10" 17'-6" 5 CU-3 CU-1 CU-4 CU-2 8 315 TYP. BOX -IN COLUMN DETAIL c AL WALL SECTION FIRE SPRINKLER MONITORING NOTE: THIS NEW MUSEUM ADDITION SHALL HAVE COMPLETE FIRE SPRINKLER SYSTEM WHICH SHALL BE CONTINUOUSLY MONITORED BY A CERTIFIED CENTRAL STATION FIRE ALARM SYSTEM PROVIDING SERVICE THAT COMPLIES WITH ALL REQUIREMENTS OF NFPA 72, NATIONAL FIRE ALARM CODE. BUILDING RATIOS: AREA SG7. FT MAIN GALLERY #1: 4,274 SMALL GALLERY #2: 2,586 OFFICES/LOUNGE: 960 RESTROOMS: 375 CORRIDOR: 208 VESTIBULE: 120 TOTAL- 8,523 20'-1i" 17'-6" 2 WALL I p3 SECTION ® REVEALS 1'-11j" 313 4" -4" ; 4" H/C RESTROOM WC RESTROOM 9�-_4'' ® TYP. DOWNSPOUT o 704A DETAIL M SEE DETAIL 1/309 FOR TYPICAL HANDICAP a yFD FDA REQUIREMENTS. co rn 3 `r 3 2 WALL B A A 314 SECTION — - WALL 2 309 SECTION 314 8 3-1/2" (R-11) BATT INSULATION 5 309 C TO 9'-0" A.F.F., WHERE SHOWN. 309 ANTTY MENS d. VEST. COUNTE g I ® 5 CT10N H/C RESTROOM SECTIO t O 1IX� o THIS SECTION OF FULL 4" 7'-1" 4" -4" "4'-7" 4 2'-2" 4" THIS SECTION OF FULL HEIGHT WALL HEIGHT WALL ®CORRIDOR CORRIDOR OPEN BELOW 9'-0" A.F.F. CANOPY OPEN BELOW 8'-0" A.F.F. i PROVIDE GYP. BD. SOFFIT OVER 3 5/8" SECTION WOMENS I X 25 GA. METAL FRAMING 0 16" O.C. WALL z Wd,' RESTROOM CORRIDOR O TO DOORS. SECTION 3 ii ii i i® 102 4/ 7 1, 8'H DROPPED - E 315 WALL LEGEND 11-1/4" ICF WALL SYSTEM. 2-5/8" RIGID INSULATION BOTH SIDES OF 6" CONCRETE WALL. 11-1/4" ICF WALL SYSTEM. 2-5/8" RIGID INSULATION BOTH SIDES OF 6" CONCRETE WALL. RATED 3-HOURS. 3-5/8" OR 6" X 25 GA. METAL STUD WALL 0 16" O.C. W/ 1 LAYER 5/8" GYP. BD. BOTH SIDES. 3-5/8" X 20 GA METAL STUD FULL HEIGHT WALL 0 16" O.C. W/ HORIZONTAL BRACING 0 3RD POINTS. PROVIDE W/ (1) LAYER 5/8" GYP. BD. GALLERY SIDE FULL HEIGHT, (1) LAYER OFFICE/BATH SIDE TO 9'-0" A.F.F. 0 I b 314 i i HEADER '�* WAT R FOUNTAIN MIN. 30"W. X 48"D. PROPOSED N ' CLEAR FLOOR SPACE MUSEUM ADDITION N GALLERY t2 FE 1 112'-4" a 4" 4'-10'" 4" 4'-4" 4" 2'-6"' REQ'D, INSTALL PER 1-STORY GALLERY f1 FBC 2007 11-4.16. 8,523 S.F. FOOTPRINT FE a + - - - - ® i ® Ao o O HS o F.F. ELEV. = 8.0 3 I d FE 4" SLAB THROUGHOUT ' 312 0 0l io RIDGE i° � RIDGE ------------------ o i - WALL o i� lalo -: -- -------------------------------- 14 -------- `o ^ JANJSTORAGE toa � WATER HEATER � SECTION ® I ) V (% CANOPY i 4" 2'-8" 4f 9'-0" BUILDING 2 SECTION 311 WALL 1 SECTION a19 WALL SECTION 0 REVEALS 2 312 0 0 N C I 4/7 315 CANOPY SECTION o I �I i0 W co I N — 304 TYP. PILASTER DETAIL I o M 33'- J. DS I DS WALL 2 WALL 1 ' SECTION 313 SECTION i 10'-4" ® REVEALS TYP. 313 1 j" I 15'-6j„ 3'-10" 17'-6" I 0 i0 a — --- � d- SHELVING ` x BY OWNER O of 0 d LOUNGE 1 _0" N N 091 4'-0" 1'-0 2 WALL WINDOW 5 31,1 SECTION 6'-0" SECTION 310 T DIRECTORS z o OFFICE o 3os 4" 12'-0" MICRO - 0 ABOVE �n --- Is W WALL 2 SECTION 314 FE 13 DS 6'-4»: 10" I 13'-8" 5'-8" 17'-6" I 5 REF I I II 10 OPEN OFFICE 24'-4" 25'-0" 12'-0" TYP. BOX -IN co COLUMN DETAIL I o N 8 I 59'-6j" 1tj» ® FE11 l DS I DS I DS DS 1 BUILDING WALL 1 ' WALL 2 311 SECTION 2'-8" 14'-0" 8'-4" I SECTION 3x{ ® RSECEVEION ALS 313 TYP. �3 19'-4" I 5'-8" 3'-8" L 3'-10" I 15 25'-0" 1 17'-6" I. 17'-6" U U L 120'-0" J FLOOR PLAN ENLARGEMENT 0 I m N DIMENSIONAL NOTE ALL DIMENSIONS SHOWN ARE FROM EITHER STUD -TO -STUD OR FURRING -TO -STUD AS APPUCABLE. FINISHES AND WALL BOARD ARE NOT SHOWN AND ARE NOT INCLUDED. 2 312 WALL SECTION 0 REVEALS N W z Q a 0 U W Z W I I Q 0 I LL Z 0 N I W a 1 0 912 WALL W SECTION I F W N 0 0 } a 0 0 3 U 3t2 0 0 I WALL J o SECTION 0 CANOPY LL I D co F- W a 2 BUILDING 0 gTf SECTION (n Z 1 WALL o SECTION I I N Q LL 0 F 2 WALL SECTION W 312 ® REVEALS a 0 I a W F N Q z Z 0 W 1HESEPLANS H ARESUE,IECr ANDALL PROPOS REQUIRED TOANYCORRECnO WORK Ir MAYBENECYPI84DINSPECiOpg NS a D IYWITN YINORDBRTO T U 9eAy�RQ�e 0 Z 3 Q 0 REVISIONS BY 0) rn 0 Z 0 o'- `O LY O N (3) 0 Z p o M WZoL, Z U J m U t*:y < � w LijJ za O 11.1 L)g J 0 Sao Q o� rn m M U_ co � Z ()oZ �Y w uoi co v� Gj Et 0 Lu Q t 0 < � Z Q Q F— I- O Q LL w ~U 0 cl) cr C 7 w L �LL a c r = M O z 0 z Lo o f� 11 z oN1 a� �I A UQ _ 0 DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 302 OF 15 SHEETS . 22'-0" Y T/ PARAPET zo'-o" _ T/-PARAPET 18'-0" L/ EAAE (BEYOND) 0'-0" * FIN. FL. _ 1 ELEVATION 1-c304 ENLARGEMENT I PROPOSED ADDITION EXISTING FACILITY WEST ELEVATION TO REMAIN B ELEVATION 2 ENLARGEMENT 304 — 19 EXISTING FACILITY PROPOSED ADDITION EAST ELEVATION TO REMAIN SCALE: 1/8 = 1'-O" A 22'-0" T PARAPET `r z 0 co W I W a 4 z N W I } z 0 LL W 0 0 N z W N W 0 z Q 0 0 J D LL Q z _ 20'-0" U1 T�ARAPI- 18'-0" - - �EAVE `r (BEYOND) 0'-0" FIN. F� SCALE: 1/8 = 1'-0" THESE PLANS AND ARE SUBJECT TO A ALL PROPOSED REQUIRED BYFIELD INSORS THAT ORREC77ONS ORK MAYBE NECF.SSARYIN 0 ..COMP yN'ITti, �1per® TO W W a 0 N z W I I LL 0 } I W a 0 I d W I F- N 0 z 3 Q I 0 REVISIONS BY rn 0 U)NZ o com z W = Lo't �to WZ N � to oM Z o� U U� �kY J � a WQ a:za W U5 O Z J W a o �O 0 Of rn IU_ m ro � co �Y u W "d Q W U L� L� 0 w CD M oQ�M zw<< oc�o 0~90 00=LL a� w ~UM o C Q Z ^w^ 1.L cr 0 o z 0 z co n m L0 : J a � :J \� z ,J UQ 0 Do X� DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 303 OF 15 SHEETS PRODUCT APPROVAL/WIND PRESSURE FORM OPENING LOCATION/ ITEM # EXP. ZONE PRODUCT TYPE IMPACT APP'D PRODUCT APPROVAL DESIGN PRESSURE RATING PRESS. RATING REQ'D. FOR SPECIFIC OPENING SIZE (INCHES) SHUTTERS REQUIRED Y/N PRODUCT APPROVAL (+) PSF (-) PSF (+) PSF (-) PSF WIDTH I HEIGHT 1 C 4 DOOR YES 65.0 -65.0 43.0 -47.0 76 86 N NOA 10-0217.05 C 4 DOOR YES 65.0 -65.0 45.1 -49.1 40 86 N NOA 10-0217.05 3 C 4 OH DOOR YES 65.0 -65.0 38.7 -43.1 168 168 N NOA 09-1103.05 REQUIRED DESIGN PARAMETERS FOR WIND 1. INFORMATION OBTAINED FROM WWW.STRUWARE.COM 2. CODE = FBC 2007 W/ 2009 REVISIONS 3. WIND MPH = 150 - 3 SECOND GUST. 4. IMPORTANCE FACTOR = 1.0. 5. MEAN ROOF HEIGHT = 19.4' 6. EXPOSURE CATEGORY = C 7. PROCEDURE = ASCE 7-05. 8. ASCE BUILDING CATEGORY = 2 9. BUILDING DESIGN - ENCLOSED 10. INTERNAL PRESSURE COEFFICIENT = 0.18 PAPER BACKED METAL LATH FASTENED TO RIGID INSULATION. 5/8" LIGHT TEXTURED STUCCO, PAINTED. ICF WALL SYSTEM PAPER BACKED METAL LATH FASTENED TO RIGID INSULATION. / STUCCO REVEAL {D!! 2" W. PLASTIC STUCCO REVEAL. ATTACHMENT PER APPROVED SHOP DWGS. SCALE: 1" = 1'-O" PILASTER FASTENED 5/8" LIGHT TO RIGID INSULATION TEXTURED STUCCO, 2 PILASTER SECTION PAINTED. 304 SCALE: 1-1/2" = 1'-0" DOWNSPOUT PER METAL BLDG. MFR. REFER TO DETAIL 9/315 ICF WALL SYSTEM PAPER BACKED METAL LATH FASTENED TO 2'-0' RIGID INSULATION. 5/8" LIGHT FOAM/PLASTIC TEXTURED STUCCO, PILASTER PER ICF CONTRACTOR PAINTED. FASTENED TO RIGID INSULATION. INTERRUPT ® DOWNSPOUT. FIELD VERIFY APPROPRIATE WIDTH TO ACCOMMODATE DOWNSPOUT TRANSITION TO RWL MANIFOLD SYSTEM. SEE DETAIL 2/502. 3 PILASTER SECTION ® DOWNSPOUT 304 SCALE: 1-1/2" = 1'-O" MATERIALS & COLOR SCHEDULE MARK DESCRIPTION MATERIAL COLOR MARK DESCRIPTION MATERIAL COLOR LIGHT TEXTURED STUCCO STUCCO PAINT TO MATCH w CANOPY SOFFIT PANELS METAL KIRBY AZTEC BLUE MAIN COLOR EXIST. BUILDING D LIGHT TEXTURED STUCCO STUCCO COLOR TO BE DETERMINED BY OWNER VESTIBULE EAVE TRIM / FLASHING METAL KIRBY - COOL REGAL WHITE BASE COLOR © LIGHT TEXTURED STUCCO COLOR TO BE DETERMINED BY OWNER ® VESTIBULE GUTTER / DOWNSPOUT METAL KIRBY - COOL REGAL WHITE ACCENT COLOR LIGHT TEXTURED STUCCO STUCCO PAINT TO MATCH 2" W. STUCCO REVEAL PLASTIC COLOR TO BE DETERMINED BY OWNER ACCENT BANG #1 KIRBY REGAL WHITE SEE DETAIL 1/304. LIGHT TEXTURED STUCCO STUCCO PAINT TO MATCH OVERHEAD DOOR STEEL COLOR TO BE DETERMINED BY OWNER ACCENT BAND #2 KIRBY AZTEC BLUE PILASTER FOAM W/ STUCCO COLOR TO BE DETERMINED BY OWNER © PERSONNEL DOOR ® ENTRY HOLLOW METAL PAINT TO MATCH SAND TEXTURE PERSONNEL DOOR FRAME ® ENTRY KIRBY AZTEC BLUE ❑G PILASTER CAP STUCCO W/ PAINT TO MATCH PERSONNEL DOOR HOLLOW METAL COLOR TO BE DETERMINED BY OWNER SAND TEXTURE KIRBY REGAL WHITE PERSONNEL DOOR FRAMES PILASTER BASE STUCCO W/ PAINT TO MATCH ® 1 /2" SCORE LINE STUCCO PAINT TO MATCH SAND TEXTURE KIRBY REGAL WHITE ADJACENT WALL COLOR, U.N.O. PARAPET CAP FOAM/PLASTIC PAINT TO MATCH w NOT USED KIRBY REGAL WHITE GUTTERS METAL KIRBY - COOL REGAL WHITE ❑T COLUMN SHAFT LIGHT TEXTURED COLOR TO BE DETERMINED BY OWNER STUCCO DOWNSPOUTS METAL KIRBY - COOL REGAL WHITE COLUMN BASE LIGHT TEXTURED PAINT TO MATCH STUCCO KIRBY REGAL WHITE © ROOF PANELS (MAIN BUILDING + VESTIBULE) METAL KIRBY - COOL REGAL WHITE ❑M ACCENT ROOF / CANOPY FASCIA PANELS METAL KIRBY AZTEC BLUE A WALLPACK. TYP. OF 8. I A ROOF LINE BEYOND 22,-0" TT�PARAPET- - - - - - �0-0 % PARAPET ------ L/ EAVE (BEYOND) F- 1T-10 1 2" � R R T ICF WALL (BEYOND G E 14'_-0" / BAND o N II `oI o " 304 4 o - Csh r+_ of 0 0 - 0'" = EL 8.0 a _ NFl .k - H I F N C H 15'-0" 0'--6" = EL. 7.48 EXIST FIN. FL. -10 1/4" rTI n n" I� N E 16'-4" TT/ -PARAPET 12 9'-6" CANOPY r D �(BEYOND) 9. L 7'-2" D OOR HEADER T B 1 ` 15'-0" 10'-0" WEST ELEVATION ENLARGEMENT B WALLPACK. TYP. OF 8. ROOF LINE A BEYOND 10'-3 1 2"_ L/ SAVE 10' 2" T ICF WALL T .I _ �_ JP w_ 11'-0" 1'-0" EXISTING FACILITY I PROPOSED ADDITION TO REMAIN 15'-0' to v u u E G E II 12'-8" EAVE ® CANOPY 2 1 4. " 4 D -- I I r - �I 20'-10 1 15'-0" i 15'-0" 02 • , 1'-0" 11'-0" 10'-11 112" H UVE 10'-10" T ICF WALL L ADDITION EXISTING FACILITY TO REMAIN mn nip-IJ------------ 8 D io"� E G E 16-4". . .- E G EEG TT f -PARAPET 1LT 00 �QS 9'_6".. d , 12'-8" - � EAVE 2 �OND) PY i ® CANOPY 2 1 304 9'-0" to 304 4 4 Y HEADER � 4 4" D� jr 7 :2 .. 15'-0" EAST ELEVATION ENLARGEMENT O 10'-0" O I I� "O 15,-0" 15'-0" _-0' 6" = EL. 7.48 A EXIST. FIN. FL. "P SCALE: 3/16" = 1'-O" A _ 22'-0" T PARAPET _ 20'-0" T PARAPET `r 18,-O" L�VE�ON I T ICF WALL (BEYOND) _ 14'-0" T BAN II N 4 : 1 1'-0" 0' _0" = EL_ 8.0� FIN. FLU SCALE: 3/16" = 1'-0" 0 W_ Z a 0 0 N Z W E I Q 0 ir LL 0 N N 0: W D. Z W F- 3 7 0 Z N W Z 0 LL 2 D 0 N_ I W N D I 0 0 Q } a 0 0 J D IL Q Z N N W Z 0 U) Z W Q LL 0 F W a ir IL W I N Z W I I THESE PLANS } ANDgLL P a ARESUBJECT TO q ROPOSED W REQUIREDBYFjEjA 'INSPECTORS TIONSORK 0 MAYBE NECE8gq�DN 0oMa�YWit�, 4"'4 ap THAT >z Q ir 0 a REVISIONS BY a rn (0 U) cn o, O W Nm �o z M W a0z U � CLU ) �kY � W za W O z Ug J U .tO j o� rn � m IU m ri 0 00z �Y F W w '- U 0 LLJ cr j Q O Q�M Lu Z 0 CD 00=0 a� LL w ~U cr 7 w L � Z ^ p � cr M O z O z 600 03 oa w nl We N Y - 43 8 G � l41 O �- X CJi 0 DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 304 OF 15 SHEETS PRODUCT APPROVAL/WIND PRESSURE FORM OPENING LOCATION/ ITEM # EXP. ZONE PRODUCT TYPE IMPACT APP'D PRODUCT APPROVAL DESIGN PRESSURE RATING PRESS. RATING REQ'D. FOR SPECIFIC OPENING SIZE (INCHES) SHUTTERS REQUIRED Y/N PRODUCT APPROVAL (+) PSF (-) PSF (+) PSF (-) PSF WIDTH HEIGHT 1 C 4 DOOR YES 65.0 -65.0 43.0 -47.0 76 86 N NOA 10-0217.05 C 4 DOOR YES 65.0 -65.0 45.1 -49.1 40 86 N NOA 10-0217.05 3 C 4 OH DOOR YES 65.0 -65.0 38.7 -43.1 168 168 N NOA 09-1103.05 REQUIRED DESIGN PARAMETERS FOR WIND 1. INFORMATION OBTAINED FROM WWW.STRUWARE.COM 2. CODE = FBC 2007 W/ 2009 REVISIONS 3. WIND MPH = 150 - 3 SECOND GUST. 4. IMPORTANCE FACTOR = 1.0. 5. MEAN ROOF HEIGHT = 19.4' 6. EXPOSURE CATEGORY = C 7. PROCEDURE = ASCE 7-05. 8. ASCE BUILDING CATEGORY = 2 9. BUILDING DESIGN - ENCLOSED 10. INTERNAL PRESSURE COEFFICIENT = 0.18 22'0" 4-PARAPET � .2..0.'-0" T/ PARAPET 18'-O" L/ :&E � _17,.'-10 1 2 r "/ ICF WALL 16'-4" T PARAPET 14'-0" B% BAND OH DOOR HI B9'-6" l CANOPY 9 -4" Y T/ ICF COL. 7'-2" 'FADER 0' 0" = EL. N.' FL. _ MATERIALS & COLOR SCHEDULE MARK DESCRIPTION MATERIAL COLOR MARK DESCRIPTION MATERIAL COLOR O LIGHT TEXTURED STUCCO MAIN COLOR STUCCO PAINT TO MATCH EXIST. BUILDING ® CANOPY SOFFIT PANELS METAL KIRBY AZTEC BLUE © LIGHT TEXTURED STUCCO BASE COLOR STUCCO COLOR TO BE DETERMINED BY OWNER VESTIBULE EAVE TRIM / FLASHING METAL KIRBY - COOL REGAL WHITE © LIGHT TEXTURED STUCCO ACCENT COLOR COLOR TO BE DETERMINED BY OWNER ® VESTIBULE GUTTER / DOWNSPOUT METAL KIRBY - COOL REGAL WHITE LIGHT TEXTURED STUCCO ACCENT BAND #1 STUCCO PAINT TO MATCH KIRBY REGAL WHITE 2" W. STUCCO REVEAL SEE DETAIL 1/304. PLASTIC COLOR TO BE DETERMINED BY OWNER LIGHT TEXTURED STUCCO ACCENT BAND #2 STUCCO PAINT TO MATCH KIRBY AZTEC BLUE OVERHEAD DOOR STEEL COLOR TO BE DETERMINED BY OWNER PILASTER FOAM SAND WTEXTURESTUCCO COLOR TO BE DETERMINED BY OWNER © PERSONNEL DOOR 0 ERSONNEL DOOR RAMER0 ENTRY HOLLOW METAL TO AOTCH KIRBY AZTEC PAINT BLUE © PILASTER CAP STUCCO W/ SAND TEXTURE PAINT TO MATCH KIRBY REGAL WHITE PERSONNEL DOOR PERSONNEL DOOR FRAMES HOLLOW METAL COLOR TO BE DETERMINED BY OWNER PILASTER BASE STUCCO W/ SAND TEXTURE PAINT TO MATCH KIRBY REGAL WHITE ❑R 1/2" SCORE LINE STUCCO PAINT TO MATCH ADJACENT WALL COLOR, U.N.O. PARAPET CAP FOAM/PLASTIC PAINT TO MATCH KIRBY REGAL WHITE NOT USED GUTTERS METAL KIRBY - COOL REGAL WHITE ❑T COLUMN SHAFT LIGHT TEXTURED STUCCO COLOR TO BE DETERMINED BY OWNER DOWNSPOUTS METAL KIRBY - COOL REGAL WHITE COLUMN BASE LIGHT TEXTURED STUCCO INMATCH KIRBY REGAL WHITE © ROOF PANELS (MAIN BUILDING + VESTIBULE) METAL KIRBY - COOL REGAL WHITE ❑M ACCENT ROOF / CANOPY FASCIA PANELS METAL KIRBY AZTEC BLUE I I I I I 6 7 .ua nnv r / nr wi i RISER - PAINTTOMATCH SOUTH ELEVATION ITEM ©. 22'-0" PARAPET �20'-0" T f/ PARAPET 18'-0" �L/EEAVE � �17,.'-10 1 2 Y T/ ICF WALL 16'-4" T PARAPET �14'-0" j BAND _ OH DOOR HI 99''-6" 4' B CANOPY 9� 4 - T 7/ ICF COL. 7'-2 _ - HEADER 0' 0" = EL iF�N. FL. SCALE: 3/16" = l'-O" T T T - I .-- -1. . T T .... T IT 19'-4 " 1 19'-4" 1 19'-4" 1 19'-4" 1. 19'-4" l 19 - " L A 1-11 j" NORTH ELEVATION THESEPLANS AAND RESUAIECT Tp A� �PROPpSED W REQUIRED ByPIELD PROPOSED WORK MAY C W eJINSPECTORs,HAr ORDER TD AftW4�aM 0 W Q a 0 0 In Z W I 2 Q 2 0 cc U_ Lo co I W a 0 Z 0 0 J D IL Q Z 7 W Z a 0 In Z W I Q IL 0 I W a 0 I a W 2 f- 9 m 0 Z 0 7,. REVISIONS BY rn 0 o_ 0 , Q W N �, art z - tLr)M o� WZW Z 0J U U� �kY � J Lu Lu za Lu O w �g o .,to o w I U_ a 00 z �Y W �qco t U- 0 0 M UJI �JQ � O Q�M Lu z 0c�� Z QLL w ~U c O Z FL 1=zOF- CL = M cr O z O z co 'J LL L� 2 re N L) LS 9p F X2i in DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 305 OF 15 SHEETS RAKE 14 CONNECTION DETAIL ,1. 22'-0" 4 V 7 T/ ICF COL mom [ 16'-4" if"T/ ICF WALL CANOPY NRAKE VARIES n TO 14'-9" A.F.F. CANOPY RAKE gCONNECTION 315DETAILCANOPY 5SOFFIT CONNECTION 315 DETAIL " B/ CANOPY 12'-8" U EAVE AT CANOPY T9'-4" _ %IICF COL (BELOW) A 22'-0" N o II I a 3 a RAKE 315 CONNECTION DETAIL SIM. BOTH SIDES 315 7 6 5 " F 10'-3 1 �---- 17'-10 1 2" ao w L/ EAVE f, I WALL o ,� 10,-_2"_ T� -H O ICF W I I w 1s'.0" v , E 0E—\ 7.48 1�1 op 1'�F/jNam W EAVE , � 0 k'. T/ T op �1�✓IiRAKE VARIIES wJ w 1 EXISTING ROOF OVERHANG ROOF FRAMING KEY NOTES 0 STEEL MAINFRAMES ® MAINFRAME COLUMN ® EAVE STRUT ® ROOF PURLINS, SPACING PER METAL BLDG. MFR. Q LEDGER ANGLE. SEE SHEET 315 FOR DETAILS. Q CANOPY RAFTER PER METAL BLDG. MFR. ® STEEL CEE CHANNEL FOR ROOF SUPPORT - NO STRUCTURAL CONNECTION ALLOWED TO EXISTING BUILDING. 2 1 I --I �I--------�� --�-- 2 EAVE------� -� ---tit �-� - -- I I CONNECTION ------------�-- -- ---- -DETAIL -- - --I- -- -- --- -- I -- -- -- -- -- -- T I I I I I 1-- —�---- -- -- -- ---- —I— ---- '-- ---- ------ Q— RAKE VARIES 8 To 20'-10 1/4" A.F.F. I I I I I ---------�-- CANOPY CANOPY RAKE I I I PROPOSED i RAKE I CONNECTION CONNECTION I I MUSEUM ADDMON DETAIL g g DETAIL 1-STORY -- -- -- -- -- -- -- -- --�- - -I- ----$523S.F.-F00-TPRWT__— -� - - I I I - - - - - F.F. ELEV. = 8.0 - - 5 CANOPY I I I I I CANOPY 5 CONNECTION- SOFFIT DETAIL ----�--- ---- I --�------------- LONFIECTI RIDGE LINE RIDGE LINE DETAIL ---------- --� - -- - -I- -- ----I - - I - - - - - - -- -- I ---- -- I---- - NOTE: REFER TO PRE-ENGINEERED METAL BLDG. MFR'S. SHOP DRAWINGS FOR I I RAKE VANES i ACTUAL LOCATION OF ALL METAL 0" TO -- -- -- -- --�-- -- -- -- --�-- -- -- -- -- -- -- -- B1111MG-FRAMWG- ------ ----- --�--------2V-VYV-"-A.F. I I I I I --�--------------------------I--- EAVE --- ----- ------------- CONNECTION I I 1 7 DETAIL 2 -----------I--Z-- -- -- -- --T�--'---- ---------- -- -t -- --�I1 ------ -- 20'-0" " _T1 F WALL RAKE CONNECTION S DETAIL 315 -0" CF WALL ©m 22'-0" r/ ICF WALL RAKE CONNECTION 3 DETAIL 315 9'-4" T/ ICF COL ®FLOW) CANOPY RAKE VARIES 12 I? TO 14'-9" A.F.F. 16'-4" T/ ICF WALL 0 g CANOPY `4 RAKE It 316 CONNECTION DETAIL CANOPY 5 SOFFIT 315 CONNECTION DETAIL B/ CANOPY V CHANNEL 12'-8" U EAVE AT CANOPY 9'-4" T/ ICY —COL. (BELOW) II I a LL Q F a W 0 _ N F- W I 0 Z d 0 0 : I- Oj J N ILL II 3 (L z a � UN _ e%%�fl1LCf1ULL111111f/1GL`fYlfltt11Y11f/1111LU1L✓li`YYG/1Lt1Y�m-i-ilriii-r>�yt�1rrrsirmrirrrr lri��ir���>�1Gjr>iim-s>.�YlC/l 1•'�'�'�'lwzuro_z�srufcuiulc.uiulul<c�iut �.�-.._.�.....J..J--....-.,...--.•.---------- i �ESE ARESU4SgND444 P �v EAEAVE R64uR6 CrrDANr� goP�sEDwaA 17'-10 127 I D F yg� "X40/,V, ORRECTIONs K ICF WALL I LYfy1, 4UI'Y/y® NS ry, I mMj, d yro 7 6 5 4 3 2 1 ������� ROOF FRAMING PLAN w,ll REVISIONS BY ol co yN0 ol rn zLu=�M OIt M WQ z °Inv)U! O Z U m� �kY J < Na L1.1 U Q O W 0�o IU m COE � 00z cor w v� U 0 Lu qlt � J Q � 0 clo LL Z W Q Q oc�o H � � 0 0�=� Q w ~U cr 0 Z w Q. 1ZOH co O z 0 OD ter_ w z J 0 �I w N s x si 0 DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 306 OF 15 SHEETS E .� 7 6 5 °D > :�33 0_ o 1'-11 18'-'`4" 18'-11" L -H 17' 10 1 2" 0 II a 11 20'-0" �¢ LoCFV a r 0 I 16'-4" 0I T/ WALL N f.. I 0 I N j I a 04 l a CANOPY j? TOLE ~ 14'-9" A.F.F. riiN Y 2'-8" UUVE AT CANOPY 0 I 22'-0"—� T/ ICF WALL L_L_I-1 O I 0 0' 20 —0" 4 o ICF WAIL 0 II I a a h W ROOF KEY NOTES z Q a 24 GA. KIRBY RIB II (KR2) SCREW -DOWN 2 STEEL ROOF PANELS, KIRBY - COOL REGAL WHITE, 0 FLUOROPOLYMER FINISH (KYNAR) 0 02 METAL GUTTER PER METAL BLDG. Ml Z W ® STANDARD DOWNSPOUTS, TYPICAL. I RIDGE FLASHING Q ® 24 GA. KIRBY RIB II (KR2) SCREW -DOWN STEEL ROOF PANELS, KIRBY SP-COOL AZTEC 0 BLUE, SILICONE POLYSTER FINISH. it LL ® ROOF -TO -WALL TRANSITION FLASHING z m FOAM PILASTER N ® ROOF -TO -WALL TRANSITION FLASHING W/ 5-V CRIMP N INSIDE CLOSURE SEALED W/ MASTIC BOTH SIDES. ir ® EAVE TRIM d ® HIGH EAVE TRIM W NOTES: 1. THERE IS NO ROOF MOUNTED EQUIPMENT FOR THIS PROJECT. r Ir 1 3 �ICF W_ - - W I �W _ I r I r31 1 EXISTING ROOF OVERHANG PILASTER BELOW GUTTER; INTERRUPTED BY DOWNSPOUT. $ SEE 3/304 & 9/314 FOR DETAILS. TYP. (14) LOCATIONS. 19'-11" 1 2 20•-1°i" 15-6j" 3'-10" 13'-8" 5'-8" 19'-4" 19'-4" 5'-8" 13'-8" 3'-10" 6 5 4 3 2 120'-0" III it '-114" u II LO ¢ a N, co -0" I :F WALL I- W N 0 1 Ii 0 Q } a CANOPY 0 RAKE Es 12 -8' TOY 0I 14'-9" A.F.F. 0 N 0 0 11 j LL N 16'-4" - Z T/ WALL a ] TA F- (ri 9•-6" W B/ CANOPY Q 2•-8" 0. 0i d� E o 0 AT CANOPY co Z W —0" I bF WALL Q LL — - v ROOF PLAN SCALE: 1/8" TL 0 W I d N IIr II d in 0I W a F WALL a ~ Z Q Q 0 W rHFgF (Ii ggFS416/ �N3gNOgCI F q�Q41i,7, rro A'4t4NyCq�p09 d NFC S��F(D/NSF �'1C60NS L U �44400 %p 0 rear Z 3 Ir 0 REVISIONS BY a 0 0 o w V)y� rn zW � �o �M WZ to 0 z O M �� U LijU� L< L) n¢. �g z O W J o�-o � � IV �Y cow u' U 0 M uj S� L. 0 clo LL zwaa O�� O a � LL 2LL w w >m r cr SOW (Qz- mzo� = CO CC a ° z 0 a z m r I 7 F tj yj N a ry C Z o� w I�� F 0 X iJi G DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 307 OF 15 SHEETS li III - II UNDERSIDE OF MTL. BLDG. 6" (R-19) BATT. INSULATION SEE SCHEDULE _ G HEIGHT ACOUSTICAL CEILING-J 5/8" GYP. BD., PAINTED. ICF FULL HEIGHT WALL SYSTEM W/ 2" INTERIOR AND EXTERIOR RIGID INSULATION (R-24 MIN. TESTED). SEE FINISH SCHEDULE �_,_� BASE PER FINISH SCHEDULE. r- FLOOR PER FINISH SCHEDULE. 1 TYP" EXTERIOR WALL SECTION S08 SCALE: 1-1/2" I DS m DIAGONAL BRACING 8'-0" C.C. MAX. m.r�rXc�Yt7�.T�S�It� 711rZ�1� BRACING AT 48" O.C. SECURED TO STRUCTURE ABOVE & METAL STUDS BELOW. NON -RATED PARTITION EXTENDS 2" ABOVE ACOUSTICAL CEILING. ,,hh �6 (R-19) BATT. INSULATION SEE SCHEDULE TYP. C�EIUNG HEIGHT �)10 ACOUSTICAL CEILING 25 GA. TOP TRACK 3-5/8" X 25 GA. METAL STUDS 0 16" O.C. 5/8" GYP. BD., PAINTED. SEE FINISH SCHEDULE PROVIDE 3-1/2" (R-11) 25 GA. BOTTOM TRACK BATT INS. WHERE DESIGNATED ON PLAN FULL HEIGHT. BASE PER FINISH SCHEDULE. FLOOR PER FINISH SCHEDULE. z TYR INT. STUD WALL SECTION 308 SCALE: 1-1/2" = 1'-0" I I I I os I DS - - -�- - - - - --�-- DRYWALL MUST BE FITTED TIGHTLY - UP AGAINST BOTTOM SIDE OF ROOF INSULATION. SEE SCHEDULE CEILING HEIGHT 25 GA. HEADER Y 7B HEADER WALL RETURN BEYOND HEADER DETAIL SOB F� L—---------- 1 4 1 25 GA. TOP TRACK UNDERSIDE OF ROOF INSULATION AL BRACING C.C. MAX. 6" (R-19) BATT. INSULATION ACOUSTICAL CEILING 5/8" GYP. BD., PAINTED. 3-5/8" X 25 GA. METAL STUDS ® 16" O.C. PROVIDE HORIZ. SPACING ® MID. POINTS. W/ (1) LAYER 5/8" GYP. BOARD, TYPE 'X' BOTH SIDES, PAINTED. SCALE: 1-1/2" = 1'-O" DRYWALL MUST BE FITTED TIGHTLY - UP AGAINST BOTTOM SIDE OF ROOF INSULATION. 25 GA. TOP TRACK UNDERSIDE OF ROOF INSULATION AL BRACING C.C. MAX. SEE SCHEDULE _ _ _ `F CEILING HEIGHT 6" (R-19) BATT. INSULATION ACOUSTICAL CEILING 5/8" GYP. BD., PAINTED. PROVIDE 3-1/2" (R-11) 3-5/8" X 25 GA. METAL BATT INS. WHERE DESIGNATED STUDS 0 16" O.C. PROVIDE ON PLAN FULL HEIGHT. HORIZ. SPACING ® MID. SEE FINISH SCHEDULE POINTS. W/ (1) LAYER 5/8" GYP. BOARD, TYPE 'X' 25 GA. BOTTOM TRACK BOTH SIDES, PAINTED.BASE PER FINISH SCHEDULE. FLOOR PER FINISH SCHEDULE. 4 TYP. INTERIOR PARTITION WALL SOB SCALE: 1-1/2" = 1'-O" 0 CEILING LEGEND 2X2 TEGULAR LAY -IN ACOUSTICAL CEILING DRYWALL CEILING ® PLYWOOD DECKING I (2� z z 0 Q W DS c m a i_ _ - - _ - _ - - � _ - _ " I I -- - - - -�- - - - - 8 10" C IC -1 " EIL OT. 1 - 314- - - ---- -�- -�- - - - -- I 4 I S08 L -- - - - - - -- 908 1D4 1DS - - - - -�- - - - - - - - - — - - - - --I-- - - - - - - - - - - L L - - --- --------------- =-_ = BLACK REINFORCED VINYL -FACED THIS SECTION OF FULL HEIGHT WALL (R-30) ROOF INSULATION. S CORRIDOR OPEN BELOW 9'-0" A.F.F. 3-1/2 UNFACED,IUPPER LAYER SET 908 W> PROVIDE GYP. BD. SOFFIT OVER 3 5/8" ON TOP OF AND RPENDICUTAR TO PURLINS. `'`> X 25 GA. METAL FRAMING 0 16' O.C. - fACE& kOWER LAYER P - - - 8 H DROPPED �-- .....::i: - - - - �- T - - - BETWEEN THE PURLINS ABOVE HEADER L] '.:t::.;:;' 0 2 "'� 9'1­1. DROPPED 0 0 0 THIS SECTION OF F LL 8' 10" HEADER/SOFFIT - _ - - _ _ _ _ _ JiEIGHL WAl1-® R OPEN BELOW 8'-0" A.F.F. Z 0" - L - v - PROPO �B - - - - - - - a GALLERY ERY 0� - MUSEUM ADDITION 1-STORY (CI I M Ai1 - - i ° 8,523 S.F. FOOTPRINT 5011 - - - - - ii 10" - - F.F. ELEV. = 8.0 - — - - - - - - - - - r L ly, ----------- - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - IMPORTANT NOTE V PAINT PURLINS, MAINFRAMES, AND ALL MAINFRAME RAFTER, TYP. EXPOSED STEEL COMPONENTS ABOVE 10'-0" A.F.F. SHERWIN WILLIAMS "FLAT BLACK". a 8'-10" F = -- IN GALLERY AREAS ONLY. SEE _SHEET 309. - 0 0 4 0 0 0 - - - - - - L - - - 0 - �: 4 — _ _ _ BLACK RE�IJFORCNYL-QED - _ _ _ - - - - — r,l DIRE TO SOB (R-30) ROOF INSULATION. 3-1/2 UNFACED, UPPER LAYER SET ON TOP OF AND PERPENDICULAR TO PURLINS. PURUN, TYP.� —JE8' PARALLEL/ 6" FACED, LOWER LAYER SETABOVE. BETWEEN THE PURLINS ABOVE. MAINFRAME RAFTER, TYP. - 10" w �' C . �I MICRO - - - - - -�-- —� - - - - - -- T Xi 4 308 N 8 -1O" PURLIN, TYP� I I I - - - - - - I ------ DS DS DS I DS DS 908 6 5 4 3 2 REFLECTED CEILING PLAN IL 0 Z W D 0 0 W F W D Ir 0 z a 0 0 J U. a g ?lI W W a 0 co Ir Q W 0 W a a w I- rn TFifS f pIANS AAfSUSd�Crr,0 ALLPROP Z f DSY�f40 6 Sp RafrONS OqK Q Nqy,9E Oft srWfSSA�r�pOa aHS ryAr W o , MI LL ffA 'm %Follee IN REVISIONS BY 0 o_ oI W Q rn 00 Z Z) 0 M WZ~�M Z o of U U� �kY � J Q cc LLJ N d Oz � g ¢ 0 o m rn In 10 z °° Z Ill � t0 v't Q U U- 0 Lu � J Q�M O LLJ Z 0c) Q Q LL wLLY MMU ♦� vJ /� 0 CC CL Q Z a 0 C=CMcr O z 0 Z Lj aa'j : z 'jTi iw~� zz L� r 4� OJ X li O DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 308 OF 15 SHEETS ALL DIMENSIONS PER FBC 2007 CHAPTER 11 FIGURES 30 & 30E. *DASHED LINES INDICATE ACCESSIBLE SPACE REQ'MTS. 4'-6" 3'-0" MIN. 6 1 I 86" FRAME TO � PARTITION 30" MIN. 15" 15" 60" MIN. CL FIXT. 42" 18" MAX. 16" MIN. 1 36" MIN. 1 6" 12" MIN. / � I I o 0 1 I 1 O 4 i i 8 2 I I I ------ HWC HLAV , OVE M/iX. i OVERLAP 7" TO mg�n 9" MAX. — I 1 I 1 3 I I I 1 I 1 I 30" X 48" CLEAR FLOOR J A SPACE AT LAV SHALL COMPLY A 3 WITH FBC 2007 11-4.19.3 2 2 " B C 309 909 60"0 TURNING RADIUS REQ'D. FOR CLEAR FLOOR SPACE, TYPICAL PER FBC 2007, SECTION 11-4.23.3. TYPICAL HANDICAP RESTROOM REQUIREMENTS SEE PLAN FOR DIMENSIONS FLUSH CONTROL TO MEET ADAAG 604.6 (POSITION) ORIENT HAND CONTROL TO OPEN SIDE OF WC. 3 3 z 3t N L � i z � � z 0) Ln to uO i W 0 w T I CESS LEGEND ALL ACCESSORIES MANUFACTURED BY AMERICAN SPECIALTIES, INC. OR APPROVED SUBSTITUTE. 1❑ 1-1/2" DIA. GRAB BAR MODEL 2 NO. 3201-42 WITH CENTER AT 33" TO 36" A.F.F. ❑2 1-1/2" DIA. GRAB BAR MODEL 2 NO. 3201-36 WITH CENTER AT 33" TO 36" A.F.F. ® TOILET PAPER HOLDER MODEL 4 NO. ASI 0030 WITH CENTER AT 19" A.F.F. MIN. ® H/C MIRRORS FRAMELESS, MODEL 2 NO. 8026 (24" X 36") 5❑ VANITY MIRRORS, FRAMELESS 2 COUNTER WIDTH © NOT USED 7 VANITY MOUNTED SOAP DISPENSER 2 MODEL NO. ASI 0332-D 8 WALL MOUNTED SOAP DISPENSER 2 MODEL NO. ASI 0345. MOUNT PER MFR. INSTRUCTIONS. 54" MIN. 4 8 L 36" MIN. 6" MAX. 12" 42' MIN. 24" L 12" MAX. 1 2 I I 1#" CLR. 2 I 1 3 a HLAV M a z HWC 3. z w 8 z CL. MIN. IF PROTRUDES z 1 a a 1 MIN. f 1S" a N�1 M Ol i CLR O1 N N 16" MIN. PROTECTION 17" MIN. 7" TO 9" MAX. 18" MAX. AS SPEC'D. PARTIAL ELEVATION ELEVATION B ELEVATION 'C' TYPICAL HANDICAP RESTROOM ELEVATIONS (SIMILAR, IN SOME CASES REVERSED) _8'-10" _ CEILING MIRROR TOILET PARTITIONS. SEE SPECIFICATIONS. F_ 6' _U" T PARTTTIO� ® — 5'-0" \ T DOOR \ \ SEE DETAIL 1 /309 7 4" BACKSPLASH \ FOR H/C STALL REQUIREMENTS. Am a / so a 1 _ _ on a I B DOOR N N 0'-0" FIN. FL. PROVIDE TRAP WRAP PROTECTION PER CODE 6 PLASTIC 908 LAMINATE APRON ELEVATION 'A' I773"\ TYPICAL RESTROOM ELEVATIONS Wa7_ ll$,l&5 HUR 2'-6" 4'-0" MIN. 2'-6" oeominu 30" X 48" CLEAR FLOOR SPACE AT URINAL SHALL COMPLY WITH FBC 2007 11-4.18. SCALE: 1/2" = l'-O" SCALE: 1/2" = l'-O" 5'" T-0PARTITION _ 1'-0" ,,�� B PART'ITION PLASTER OR GWB AS SCHEDULED 12 GA. X 3 HT.- GALV. STEEL I �I ` SE PECIFICATIONS FOR TYPE OF BARS CONCEALED ANCHOR PLATE FOR GRAB BARS AND SAFETY RAILS 4 GRAB BAR DETAIL (STUD WALL CONSTRUCTION) 309 SCALE: 1/2" = l'-O" NOTES: 1. PLASTIC LAMINATE COLOR (STANDARD FORMICA OR APPROVED SUBSTITUTE) SHALL BE DETERMINED BY OWNER. 2. ALL SUBSTRATE SHALL BE MIN. (2) LAYERS OF 3/4" PLYWOOD. 3. PROVIDE SUBMITTALS. 4. SUPPLIED BY CABINET MFR. OR FRAMING CONTRACTOR - PROVIDE SUBMITTALS. 5. PROVIDE FIN. END ON SIDE WHERE THERE IS NO WALL. 1-1/2" MIN. 2'-03i" INCL BACKSPLASH COUNTERTOP 211¢" CONTINUOUS 1X4 gy4" KNEE CLEARANCE 27"H X 30"W X 48"L - - - - - CLEAR SPACE 1r I y I 1y'4" 5Y" '\ I N \ I � I I � I 17" MIN. • 1 1 1 1 • 8'-10" Z W • 1 1 1 1 • • VARIES • 1 1 1 1 • 8'-6" I WALL FINISH SCHEDULE FINISH NOTES: 7 1. PAINTED GYPSUM WALL BOARD, EGGSHELL FINISH LATEX PAINT, 1. ALL FINISHED GYP. BOARD SURFACES SHALL RECEIVE LIGHT ORANGE PEEL 0 (1) COAT PRIMER, (2) COAT FINISH, ORANGE PEEL TEXTURE. SEE SPECS. TEXTURE PRIOR TO PAINTING. PROTECT EXPOSED CONCRETED FLOORS, I FLOORS, WINDOWS, DOORS AND OTHER MATERIALS FROM OVERSPRAY. F 2. ALL OUTSIDE CORNERS OF GYPSUM BOARD PARTITIONS SHALL 3 RECEIVE STANDARD CORNER BEAD - STANDARD GALVANIZED. 3. BASE: PROVIDE 4" VINYL (COVE) BASE ® ALL DRYWALL WALLS. Z N W I } fY 0 LL I•' W 2 7 0 0 NOTE1. PLASTIC LAMINATE COLOR (STANDARD S: FORMICA OR APPROVED SUBSTITUTE) SHALL BE DETERMINED BY OWNER. 0 2. ALL SUBSTRATE SHALL BE MIN. FRAMED (2) LAYERS OF 3/4" PLYWOOD. FRAMED F WALL 3. PROVIDE SUBMITTALS. WALL W 4. SUPPLIED BY CABINET MFR. OR FRAMING CONTRACTOR - PROVIDE SINK - SEE PLUMBING j SUBMITTALS. SHEETS FOR SPECS I FAUCET - SEE PLUMBING 0 COUNTERTOP AND 2'-03'4" INCL BACKSPLASH SHEETS FOR SPECS a BACKSPLASH 4" BACKSPLASH 21)jw 4" BACKSPLASH Q x 3/4" THICK. x 3/4" THICK. } CONTINUOUS 1X4 �" 3" d PLYWOOD SUPPORT TOP A PLYWOOD SUPPORT TOP 0 KNEE CLEARANCE 27"11 X 30"W X 48"L 0 CLEAR SPACE ' � 1f BLOCKING AS REQUIRED 0 - -- k -- F- 1{4n I PLASTIC LAMINATE FACED J ;0 3/4 PLYWOOD D a �o g" INSULATE UNDERSIDE LL ~ OF PLMB. COMPONENTS z AS REQ'D. PER ADA a u> I Z FASTEN PER CABINET I M ' FASTEN PER CABINET D N SUPPLIER REQ S. I ` �� __ SUPPLIER REQ'S. I I 1-1/2" THICK SUPPORT z 1-1/2" THICK SUPPORT AS REQUIRED. i i AS REQUIRED. co LINE OF j LINE OF Z CLEARANCE 17" MIN. I CLEARANCE Q 5 ) COUNTER SECTION 6 309 1 SCALE: 1" = 1'-O" 309 7 0 MICRO I 1 `D 00 I 1 S SINK SEE 200 REFN f-BACKSPLASH /n� N -U P MBING PLAN CD I � 3'-0" 2'-6" V-6" 3'-0" 2'-0" 9'-0" 7 BREAKROOM 110 CABINET ELEVATIONS C3809 SCALE: 1/2" = l'-O" 309 SCALE: 1/2" = 1'-0" VANITY SECTION IF SCALE: 1" = 1'-O" THESE PLANS AND ALL PROPOSED WORK AAE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH A4&AP Mom"ql UPPER CABINETS, AS DESIGNATED ON PLANS. (2) ADJUSTABLE SHELVES W/ PLASTIC LAMINATE FINISH. 4" CHROME PULL HANDLES w y PLASTIC LAMINATE COUNTER TOP, BACKSPLASHES, & ALL EXPOSED EDGES/SIDES. STAINLESS STEEL SINK ONLY v, 2'-0" 1" AT LOCATIONS DESIGNATED ON o 11 PLANS. SEE PLUMBING PLAN. i� H DRAWERS -EXCEPT AT SINKS, PLASTIC LAM. FIN. ON 3/4 PARTICLE BOARD BASE CABINET. J 4" CHROME PULL HANDLES Ili o ADJUSTABLE SHELF W/ i PLASTIC LAMINATE FINISH. `-4 PLASTIC LAMINATE ON BOTH SIDES OF DOOR. 4" H. X 1/2" COX PLYWOOD TYPE 1 EXT. GLUE BASE (SEE FIN. SCH.) CABINET SECTION SCALE: 1/2" = l'-O" REVISIONS BY 0 U) cn o: O rn zUl Z M 0 W Z oM IL U Y 7k7m wa D O z w Jg CS 'tQ o ox j m \ IUF M W (O Z 'Z W w t� �It p w� U 0 0 M Lu QRoo Z 0 c X cc 0~00 Q I..I r wcr ~U cr a Q Z W c O I— cr < LL 0 z 00 go oll.. z �} o ws, � a�tii c.. w ti Y - c� a 0 w- X <i �1 DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 309 OF 15 SHEETS 6'-0" 3'-0" 3'-0" W.A / \ 3 / / o \ rl 4 \ / HOLLOW METAL, FLUSH, EXTERIOR P w cn 6'-0" 1. 3'-0. 3'-0. HOLLOW METAL, FLUSH NON -RATED 0 6'-0" 3'-0" 3'-0. HULLUW MLIAL, FLUSH 3 HR RATED FIRE DOOR 0 2 Sp SEE SCHEDULE CD 2 \ SOLID CORE MASONITE PRE -HUNG, PAINT GRADE WOOD GRAIN TEXTURE 0 3'-0' HOLLOW METAL, FLUSH 0 7• ® . • 0 om■■®■■■■■■■■oo■■■■■o■■■■■o■■■■■.. o ' om■■®o■■■■■oo■■■■■■o■■■000■■■■mo DOOR TYPES NOTE: ALL EXTERIOR DOORS ARE IMPACT RATED. PROVIDE SUBMITTALS. DOOR NOTES t PROVIDE RDA FOR ALL EXTERIOR DOORS. PROVIDE N.O.A. FOR ALL EXTERIOR DOORS. SCALE: 1/2" = 1'-O" P. SEE SPECS FOR HARDWARE SCHEDULE 3 ALL HARDWARDE SHALL BE 26 D FINISH. 14'-0" (N.T.S.) N i i� STEEL ROLL -UP INSULATED COMMERCIAL DOOR, MANUALLY OPERATED, PER OVERHEAD DOOR CONTRACTOR 0 DOOR TYPES (CONT) PROVIDE N.O.A. FOR ALL EXTERIOR DOORS. SCALE: 1/2" = 1'-0" 6'-4- IC-4 i 6'-4" 4 1 f2m INT. 6'-0" 2" O I 1 INT. 9p 3'-4" N e310 EXT. 2" 3'-0" 2" 04 o EXT. FIRE RATE AS REQ'D. 01 O O FRAME TYPES SCALE: 1/2" = 1'-O" 5/8" 3 5/8" 5/8" SEE FINISH SCHEDULE (1) LAYERS 5/8" GYP " 3-5/8 X 20 GA METAL FOR INTERIOR FINISHES. BOARD, TYPE Y, BOTH STUDS 0 16" O.C. SIDES, PAINTED. PROVIDE HORIZONTAL SPACING 0 3RD POINTS. T-ANCHOR 3 PER FRAME 0 JAMBS DOUBLE 20 GA. STUDS INTEPoOR AROUND PERIMETER. 2" JAMB 2" JAMB/HEADS 2" HEADS PER SCHEDULE. DOOR LEAF VERIFY HOLLOW METAL SEE SCHEDULE. DOOR LEAF — SEE SCHEDULE FRAME THROAT SIZES W/ WALL THICKNESS. TYR INT. HOLLOW METAL DOOR HEADMAMB DETAIL AT INTERIOR WALL NOTE: C-LABEL (45 MIN.) RATING REQ'D. SCALE: 3" = 1'-0" 3-1/2" (MFR. STD.) 11 1•• :1 jXjrr CAULKS DOOR R.O. 3-5/8" X 25 GA. METAL STUDS 0 16" O.C. VERIFY W/ MFR. 2 X 4 WOOD (BORATE) BLOCKING TYPE PRE —HUNG 2 HEADMAMB DETAIL 310 SCALE: 3" = 1'-0" 4 5/8" LIGHT TEXTURED STUCCO, PAINTED. ICF BLOCK CONT. SEALANT 6" HOLLOW METAL FRAME. CENTER IN WALL. GROUT SOLID. CENTER FRAME ON WALL. TYPICAL HOLLOW METAL DOOR 3 HEAD/JAMB DETAIL AT EXTERIOR WALL 310 SCALE: 1-1/2" ALUM. DOOR BOTTOM P PEMKO MANUFACTURING MODEL 1345-P OR APPROVED SUBSTITUTE MINIMIZE GAP — SET IN BED OF SEALANT DOOR AS SCHEDULED SILICONE SEAL ALUM. THRESHOLD PER PEMKO MANUFACTURING MODEL 12005-T OR APPROVED SUBSTITUTE 4 l ALUMINUM THRESHOLD DETAIL 3v N.T.S. 3-5/8" X 25 GA METAL STUDS 0 16" O.C. 5/8" GYP. BD. 1" X 4" FASTENED TO--, METAL TRACK T HEADER SEE SCHEDULE CORNER BEAD, TYP. SEALANT SHIM, BUCK AND ANCHOR AS REQUIRED PER STOREFRONT MFR. APPROVED FL PA AND SHOP DRAWINGS. IF BUCKS ARE USED, ANCHOR W/ 1/4"0 TAPCONS 0 12" O.C. MAX. 3 FROM ENDS, STOREFRONT FRAME, TYP.O HEAD/JAMB FIELD VERIFY MEASUREMENTS W/ STOREFRONT CONTRACTOR 3/16" CLEAR, TEMPERED — FIXED SAFETY GLASS 5/8" GYP. BD.� dN T SILL SEE SCHEDULE SHIM AS REQUIRED BY MFR. MAX. OF 1/4" TO THE INSIDE ALLOWED, TYP. 1" X 4" FASTENED TO ---/ METAL TRACK 3-5/8" X 25 GA. METAL STUDS 0 16" O.C. WINDOW SCHEDULE ® SIZE (WIDTH X HT) TYPE MATERIAL JAMB HEAD SILL FRAM GLASS REF. REMARKS A 6'-0" X 4'-0" A STOREFRONT METAL 7'-0" 3'-0" CLEAR ANOD. CLEAR TEMP. 5/310 NON -IMPACT, MINI -SASH, FIXED, PER STOREFRONT CONTRACTOR 5 INTERIOR WINDOW SECTION 310 NOTES: 1. SEE SPECS. FOR STOREFRONT TYPE. SCALE: 3" = 1'-O" 2. ALL GLASS TO BE CLEAR TEMPERED. 3. FRAMES COLOR TO BE SELECTED FROM MFGR'S STANDARD FINISHES. 6" FIXED TEMPERED 3S, CLEAR, NON -IMPACT 7'-0" HEAD MINI -SASH STOREFRONT ME, CLEAR ANOD. SH. VERIFY FRAME W/ MFR. _ Slu Y 3'-0" SCALE: 1/2" = 1'-O" h'F �� � crS pNCAII PgOP �Ay$ZNFC pl�<D/NgpCRRFCrIpNs OSeDWCR'f `_,-R�iscsgpy/*0'q 4srRAr �EQ®qRs. Z D: U LL Z W 2 D U 0 I F W Ir co 0 Z a U 0 J g N N W a U W I Q LL 0 H W a U a Z Q Ir N REVISIONS BY to 01 0 �y9to rn i�W=L" � Lo M WZ~i to z O Z 0J U m'� �Y Lu za w 0g o LU J 0 olr °' coo Z roloco co, w p w� 0 0 uj a) 0 co zWQQ 0��0 off= j Q LL w3; ~UM CQZ^w^ �ZOH a. j co O z 0 z m Lj NJ a x r� u - r ~ X0J li C DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 310 OF 15 SHEETS REVISIONS U) W z a CL 2 O 0 m rn 0 0 ml N �to Ln to w M 0 of U� m �Y Q U) !n d U Y ::ig 00 Z Lr) (O LJ U I� 0 O LU oQ�M z�Q Q 0 0 90 LL LU ~U co 0 Zw CC CQ - o cc 0 C�Mcr Q O Z O Q z 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 311 OF 15 SHEETS 9 7 24 GA. KIRBY RIB II (KR2) SCREW -DOWN STEEL ROOF PANELS, KIRBY - COOL REGAL WHITE, FLUOROPOLYMER FINISH (KYNAR), ON CONT. ROOF PURLINS. STEEL ROOF PURLINS (BEYOND) (SEE METAL BUILDING SHOP DWGS. FOR SPACING) PAINT PURLINS AND ALL EXPOSED STEEL COMPONENTS ABOVE 10'-0" A.F.F SHERWIN WILLIAMS "FLAT BLACK". BLACK REINFORCED VINYL -FACED —J (R-30) ROOF INSULATION. 3-1/2 UNFACED, UPPER LAYER SET ON TOP OF AND PERPENDICULAR TO PURLINS. 6" FACED, LOWER LAYER SET PARALLEL/ BETWEEN THE PURLINS. (1) LAYER 5/8" GYP. BD., FULL HEIGHT, PAINTED. SCREWED DIRECTLY TO FASTENING STRIPS INDICATED ON RIGID INSULATION. 4" VINYL COVE BASE 6x6 W1.4 X W1.4 WWM- REINFORCEMENT 4" CONC. SLAB ON — TERMITE TREATED SOIL - SEE STRUCTURAL DWG'S. �i — - s, -r-J— =' — ='-sue f a 6 MIL. VAPOR BARRIER / SEE FOUNDATION PLAN SIZES, REINF., FOOTING L&ODEITTUN FORAILS\\/\\/\\\�/\\\/\\\/\\ 1N END WALL SECTION 1/2" SLOPE TO ROOF, TYP. _ 22'��0" ��,, T ICF WALL 6"W. X 1" THICK STUCCO BAND, SAND FINISH 6"W. X 1" THICK STUCCO BAND, SAND FINISH 14'�-0" ��,, BANDS 5/8" LIGHT TEXTURED STUCCO, PAINTED OVER PAPER -BACKED METAL LATH "GREENBLOCK" INSULATED CONC. WALL SYSTEM: 6" REINFORCED CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES. (R-24 MIN. VALUE) GRADE 01 -0" ----- FIN. FL. 312 / SCALE: 3/4" 24 GA. KIRBY RIB II (KR2) —� SCREW -DOWN STEEL ROOF PANELS, KIRBY - COOL REGAL WHITE, FLUOROPOLYMER FINISH (KYNAR), ON CONT. ROOF PURLINS. STEEL ROOF PURLINS (BEYOND) (SEE METAL BUILDING SHOP DWGS. FOR SPACING) PAINT PURLINS AND ALL EXPOSED STEEL COMPONENTS ABOVE 10'-0" A.F.F SHERWIN WILLIAMS "FLAT BLACK". BLACK REINFORCED VINYL -FACED (R-30) ROOF INSULATION, 3-1/2 UNFACED, UPPER LAYER SET ON TOP OF AND PERPENDICULAR TO PURLINS. 6" FACED, LOWER LAYER SET PARALLEL/ BETWEEN THE PURLINS. (1) LAYER 5/8" GYP. BD., FULL HEIGHT, PAINTED. SCREWED DIRECTLY TO FASTENING STRIPS INDICATED ON RIGID INSULATION. 4" VINYL COVE BASE 1 7 �1/2" SLOPE TO ROOF, TYP. 20'0"�, T ICF WALL�� �6"W. X 1" THICK STUCCO BAND, SAND FINISH _ RAKE VARIES K J 3 316 5/8" LIGHT TEXTURED STUCCO, PAINTED OVER PAPER -BACKED METAL LATH 6"W. X 1" THICK STUCCO BAND, SAND FINISH `O 14'�-0�"�, - — - 7 BANDS 12'-0" CL REVEAL PLASTIC STUCCO REVEAL FASTEN W/ TAPCON OR APPROVED SUBSTITUTE. SEE ELEVATIONS FOR LOCATIONS AND DETAIL 1/304. 10'-0" — - — - Ct REVEALS "GREENBLOCK" INSULATED CONC. WALL SYSTEM: 6" REINFORCED CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES. (R-24 MIN. VALUE) REVEAL000,\— QTYP. 6'-0" — - — - REVERE 4'-0" — - — - REVEAL * 2'�-0_"�� — - — - CL REVEALS GRADE 0 -0rr i FIN. FL. & REVEAL � L �771 \\ \\ j .. N\ �\\ 6 MIL. VAPOR BARRIE/\ p/��/\ R \ \ \ \ SEE FOUNDATION PLAN \\/\�/ FOR FOOTING LOCATIONS \//\\\ /\/\\ SIZES, REINF., & DETAILS/V// 2 END WALL SECTION W/ REVEALS 312 SCALE: 3/4" 6x6 W1.4 X W1.4 WWM- REINFORCEMENT 4" CONC. SLAB ON — TERMITE TREATED SOIL - SEE STRUCTURAL DWG'S. d' 24 GA. KIRBY RIB II (KR2) —� SCREW -DOWN STEEL ROOF PANELS, KIRBY - COOL REGAL WHITE, FLUOROPOLYMER FINISH (KYNAR), ON CONT. ROOF PURLINS. STEEL ROOF PURLINS (BEYOND) (SEE METAL BUILDING SHOP DWGS. FOR SPACING) PAINT PURLINS AND ALL EXPOSED STEEL COMPONENTS ABOVE 10'-0" A.F.F SHERWIN WILLIAMS "FLAT BLACK". BLACK REINFORCED VINYL -FACED J (R-30) ROOF INSULATION. 3-1/2 UNFACED, UPPER LAYER SET ON TOP OF AND PERPENDICULAR TO PURLINS. 6" FACED, LOWER LAYER SET PARALLEL/ BETWEEN THE PURLINS. (1) LAYER 5/8" GYP. BD., FULL HEIGHT, PAINTED. SCREWED DIRECTLY TO FASTENING STRIPS INDICATED ON RIGID INSULATION. 5 315 HOLLOW METAL DOOR. SEE SHEET 310 FOR DETAILS. 6x6 W1.4 X W1.4 WWM- REINFORCEMENT 4" CONC. SLAB ON — TERMITE TREATED SOIL - SEE STRUCTURAL DWG'S. i 1 7 1/2" SLOPE TO ROOF, TYP. 22'�-0"�, T ICF WALL �— VW. X 1" THICK STUCCO BAND, SAND FINISH a _ RAKE VARIES ° 19 11TO 20v 1O_ -� 315 o , a 5/8" LIGHT TEXTURED STUCCO, PAINTED OVER o Ia PAPER -BACKED METAL LATH "GREENBLOCK" INSULATED CONC. WALL SYSTEM: 6" REINFORCED CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES. (R-24 MIN. VALUE) 6 6 a 315 316 26 GA. KIRBY RIB II (KR2) ` SCREW -DOWN STEEL ROOF I PANELS, KIRBY SP-COOL AZTEC o a BLUE, SILICONE POLYSTER FINISH. o ° ON CONT. ROOF PURLINS. (ALL CANOPIES) I o O C o O CI 'Fa a a 5 0 AI a 26 GA. KIRBY RIB If (KR2) ° SCREW -DOWN STEEL SOFFIT & FASCIA - PANELS, KIRBY SP-COOL AZTEC BLUE, SILICONE POLYSTER FINISH. (ALL CANOPIES) a: a' HEADER 0�_ 5'-10" 47- y ea ll'.T'• a ri, t,. . Ysa1f /\\/\\/\\\/ \/�/\\//\\//\\/�%\//% 6 MIL. VAPOR BARRIER \ \ \ SEE FOUNDATION PLAN77' FOR\/\/ SIIZES, REINF.,L&CDTETAILS ��A\/ A\j�A ` 3 END WALL SECTION ® ENTRANCE CANOPY 312 NOTE: SEPARATE COMPONENT ORDER REQUIRED FOR CANOPIES - NOT PART OF KIRBY BLDG. DWGS. n - 1/2" SLOPE TO ROOF, TYP. LL 4 LT 6"W. X 1" THICK } STUCCO BAND, SAND FINISH Z Q 16'-4" LLiL F- W 7 0 0 _RAKE VARIES W 12 -8 TO 14' 9" `r I 5/8" LIGHT TEXTURED F STUCCO, PAINTED OVER U1 PAPER -BACKED METAL LATH N 12'-8" 7 — - L/ EAVE Lr CANOPY 0 (BEYOND) Q 10"W. "GREENBLOCK" INSULATED Q2 d SIM. CONC. WALL SYSTEM: 6" REINFORCED 5 CONCRETE W/ 2" RIGID INSULATION 0 BOTH SIDES. 0 315 0 1" X 4" RAISED STUCCO BAND E AT COLUMN BEYOND J D _ 9' 6" / LL BT STEED 3 9,�0" � Q B%HEADERS JZ O 3/8" TH. SMOOTH STUCCO U) REVEAL OVER THOROSEAL WATERPROOFING OR APPROVED F SUBSTITUTE, TYP. ALL SIDES. N W a 10"W. "GREENBLOCK" INSULATED Q2 O CONC. COLUMNS: 6" REINFORCED CONCRETE W/ 2" RIGID INSULATION 0 ALL SIDES. (BEYOND) co W I I LL 0 } F- I 3/4" TH. LIGHT TEXTURED W a STUCCO OVER PAPERBACK 0 WIRE LATH. TYP, ALL SIDES. ® COLUMNS. I a W I H (n Q GRADE LW r 01 0„ I FIN. FL.� \ 7 p a \ CANS 0 QU/Rsv--f pA C PgOPpSEp 0 MAY6SNEC YPIfCDINSP�1 E -TIIOgK to YWN44 �QRDigTO CRS THAT Z Q I SCALE: 3/4" 1'-0' co W Z Q a 0 )I REVISIONS BY Q02-07-11 PERMIT REV. rn Z 0 o o� W N� Z co (M 0 W a�m Z U J X L O Y J � LU W za pi pi LU Ug J IR O W 0 0 o o10� rn IU m a00 Z44 N a S2 Y W 11 ° 0 It w -U U_ 0 rW V o S L 0) cc—� Q OQ�co ZWQQ 0 C, o~�O Q�=U. �" w j V! ''^^ p� O LL CQZw 0 C) Cc � M O Z O I Z ro ��, j O w ~ 'J a � till : w `II U s lx� Z -� ' ,J 1 - Cc,F Q J o 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 312 OF 15 SHEETS 24 GA. KIRBY RIB II (KR2) SCREW -DOWN STEEL ROOF PANELS, KIRBY - COOL REGAL WHITE, FLUOROPOLYMER FINISH (KYNAR), ON CONT. ROOF PURLINS. 12 � 1 STEEL ROOF PURLINS -` (SEE METAL BUILDING SHOP DWGS. FOR SPACING) PAINT PURLINS AND ALL EXPOSED STEEL COMPONENTS ABOVE 10'-0" A.F.F SHERWIN WILLIAMS "FLAT BLACK". BLACK REINFORCED VINYL -FACED — (R-30) ROOF INSULATION. 3-1/2 UNFACED, UPPER LAYER SET ON TOP OF AND PERPENDICULAR TO PURLINS. 6" FACED, LOWER LAYER SET PARALLEL/ BETWEEN THE PURLINS. STEEL MAINFRAME COLUMN PER METAL BLDG. MFR. PAINT ALL STEEL ABOVE 10'-0" A.F.F SHERWIN WILLIAMS "FLAT BLACK". 10'-0" T BOX -IN COLUMN (1) LAYER 5/8" GYP. BD., FULL HEIGHT, PAINTED. SCREWED DIRECTLY TO FASTENING STRIPS INDICATED ON RIGID INSULATION. 8 BOX -IN 315 COLUMN CORNER BEADS TYP. AT ALL CORNERS GALLERY 2"D. X 2-3/8"W. BY 2"H. "THE CLAW" GALVANIZED STEEL CLIPS SPACED 0 4' O.C. AND 1-1/4" FROM TOP AND BOTTOM OF COLUMN. (BEYOND GYP. BD.) I 4" VINYL COVE BASE I 6x6 W1.4 X W1.4 WWM REINFORCEMENT I I 4" CONC. SLAB ON TERMITE TREATED SOIL - SEE STRUCTURAL DWGS. I 'd I � • < e I 6 MIL. VAPOR BARRIE SEE FOUNDATION PLAN FOR FOOTING LOCATIONS SIZES, REINF., & DETAILS /'i'*'N LOW EAVE WALL SECTION — EAVE STRUT — 3" UNFACED INSULATION SHEETING ANGLE EAVE GUTTER 18'-0" �EAV� 1—� 17'-10 1/2" OIL1 T ICF WALL JMASONRY EAVE TRIM 5/8"0 X 6"L. HEX -HEAD BOLT W/ NUTS AND WASHERS AS SHOWN. �6"W. X 1" THICK STUCCO BAND, SAND FINISH 14'-0' BT BAN 5/8" LIGHT TEXTURED STUCCO, PAINTED OVER PAPER -BACKED METAL LATH "GREENBLOCK" INSULATED CONC. WALL SYSTEM: 6" REINFORCED CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES. (R-24 MIN. VALUE) PRE -FABRICATED RAIN LEADER CONT. (SEE EXTERIOR ELEVATIONS) 4"TH. X 2'-0"W. FOAM PILASTER W/ PAPER BACK -METAL LATH AND 5/8" LIGHT TEXTURED STUCCO, PAINTED. INTERRUPT PILASTER AT DOWNSPOUT LOCATIONS. SEE DETAIL 3/304. 4"X4"X5" TEE STEEL COLUMN ANCHORS PER METAL BLDG. MFR. DWGS. CUT RIGID INSULATION AS REQUIRED. SEE SHEET 103 FOR DOWNSPOUT MANIFOLD DETAIL GRADE 0'-0"* FIN. F SCALE: 3/4" = 1'-O' 24 GA. KIRBY RIB II (KR2) SCREW -DOWN STEEL ROOF PANELS, KIRBY - COOL REGAL WHITE, FLUOROPOLYMER FINISH (KYNAR), ON CONT. ROOF PURLINS. 12 — � 1 STEEL ROOF PURLINS --" (SEE METAL BUILDING SHOP DWGS. FOR SPACING) PAINT PURLINS AND ALL EXPOSED STEEL COMPONENTS ABOVE 10'-0" A.F.F SHERWIN WILLIAMS "FLAT BLACK". BLACK REINFORCED VINYL -FACED — (R-30) ROOF INSULATION. 3-1/2 UNFACED, UPPER LAYER SET ON TOP OF AND PERPENDICULAR TO PURLINS. 6" FACED, LOWER LAYER SET PARALLEL/ BETWEEN THE PURLINS. STEEL MAINFRAME COLUMN PER METAL BLDG. MFR. PAINT ALL STEEL ABOVE 10'-0" A.F.F SHERWIN WILLIAMS "FLAT BLACK". 10'-" O T BOX -IN COLUMN (1) LAYER 5/8" GYP. BD., FULL HEIGHT, PAINTED. SCREWED DIRECTLY TO FASTENING STRIPS INDICATED ON RIGID INSULATION. 8 BOX -IN 31J COLUMN CORNER BEADS TYP. AT ALL CORNERS GALLERY 2"D. X 2-3/8"W. BY 2"H. — "THE CLAW" GALVANIZED STEEL CLIPS SPACED ® 4' O.C. AND 1-1/4" FROM TOP AND BOTTOM OF COLUMN. (BEYOND GYP. BD.) 4" VINYL COVE BASE 6x6 W1.4 X W1.4 WWM REINFORCEMENT 4" CONC. SLAB ON TERMITE TREATED SOIL - SEE STRUCTURAL DWGS. 2 .0 EAVE STRUT 2 3" UNPAGED INSULATION 315 SHEETING ANGLE EAVE GUTTER __LTEAVE `f 17'-10 1/2" 1 T ICF WA —LLB � 4 MASONRY EAVE TRIM a 5/8"0 X 61. HEX -HEAD BOLT W/ NUTS AND WASHERS a> AS SHOWN. -6"W. X 1" THICK STUCCO BAND, SAND FINISH - 14'--0"-�, BTBAND — PRE -FABRICATED RAIN LEADER CONT. (SEE EXTERIOR ELEVATIONS) 12'-0" - — - (L REVEAL — 5/8" LIGHT TEXTURED STUCCO, PAINTED OVER PAPER -BACKED METAL LATH 10'-0"�, REVEAL 1 315 SHEETING ANGLE 10'-11 1/2" EAVE 10'-10" T ICF WALL HIGH EAVE FASCIA 3" UNFACED INSULATION—/ EAVE STRUT ,h CEIL. HEIGHT _ SDULE "GREENBLOCK" INSULATED USED CHE CONC. WALL SYSTEM: 6" REINFORCED CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES. (R-24 MIN. VALUE) 81-01, REVEAL B SOFFIT BEYOND 4"TH. X 2'-0"W. FOAM PILASTER W/ PAPER BACK -METAL LATH AND 5/8" LIGHT TEXTURED STUCCO, PAINTED. INTERRUPT PILASTER AT DOWNSPOUT LOCATIONS. SEE DETAIL 3/304. 6'-0" REVERE 5/8" LIGHT TEXTURED STUCCO, PAINTED OVER PAPER -BACKED METAL LATH 4"X4"X5" TEE STEEL COLUMN ANCHORS PER METAL BLDG. MFR. DWGS. CUT RIGID INSULATION AS REQUIRED. 4' 0" - - DL REVEAL 2'-0" REVEAL SEE SHEET 103 FOR DOWNSPOUT MANIFOLD DETAIL GRADE _ 0' -0" F N. FL. & REiE 6 MIL. VAPOR BARRIER-' SEE FOUNDATION PLANFOR FOOTING SIZES, REINF., L&CIONS DTETAILS LOW EAVE WALL SECTION W/ REVEALS SCALE: 3/4" = 1'-O' GRADE. SEE CIVIL DWGS. 24 GA. KIRBY RIB II (KR2) SCREW -DOWN STEEL ROOF PANELS, KIRBY - COOL REGAL WHITE, FLUOROPOLYMER FINISH (KYNAR), ON CONT. ROOF PURLINS. 3" (R-10) WHITE VINYL -FACED — METAL BLDG. INSULATION OUTSIDE CLOSURE TAPE SEAL REQUIRED Q TOP AND BOTTOM 1 #12 X 1 1/4" S.D.S. SCREWS \ 0 12" O.C. W/ NEOPRENE 314 WASHERS 12 �1 DOORS - FIELD VERIFY. (2) 8" X 14 GA. STEEL ROOF PURLINS SPACED EVENLY. 3 1/2" (R-11) BATT. INSULATION ACOUSTICAL /CEILING (1) LAYER 5/8" GYP. BD., / SCREWED DIRECTLY TO FASTENING \ / STRIPS INDICATED ON RIGID INSULATION. \ \\ 6x6 W1.4 X W1.4 WWM \ REINFORCEMENT 4" VINYL COVE BASE / SL�B ON TERMITECTR TED SOIL SEE STRUCTURAL D G S. F \ / 6 MIL. VAPOR BARRIER-3 SEE FOUNDATION PLAN - FOR FOOTING LOCATIONS SIZES, REINF., & DETAILS 0 Chi SElk 11j 3 SECTION THRU VESTIBULE 313 NOTE: SEPARATE COMPONENT ORDER REQUIRED FOR VESTIBULE. REFER TO MAIN BLDG. 0 KIRBY BUILDING SYSTEMS ORDER FOR STANDARD PROFILES AND DETAILS. 2 W_ Z Q a 0 0 1n Z W I I Q 0'' cc L z 0 U) _N I W (L z w 3 D 0 F z I) W I Q 0 L F Z W 2 D 0 W I F / EAVE STRUT N 3" UNFACED INSULATION D SHEETING ANGLE I 0 EAVE GUTTER 0 10'-3 1�2" Z i EAV� Q 10'--2"�, 1_ T ICF WALW L IL 1 0 MASONRY EAVE TRIM 0 J 5/8"0 X 61. HEX -HEAD D BOLT W/ NUTS AND WASHERS LL AS SHOWN. J Z D N "GREENBLOCK" INSULATED F CONC. WALL SYSTEM: 6" REINF.0 CONCRETE W/ 2 5/8" RIGID W INSULATION BOTH SIDES. Z (R-24 MIN. VALUE) Q a 0 5/8" LIGHT TEXTURED N STUCCO, PAINTED OVER Z PAPER -BACKED METAL LATH W I I PRE -FABRICATED RAIN Q LEADER CONT. (SEE L EXTERIOR ELEVATIONS) 0 F I W IL 0 I a W I PRE -CAST SPLASH BLOCK N FIN FL. Z Q �XA�VA�VA�AAAj AA VA F / 0 ARF SE PANS 0 MAQ IR p UT ONANYCORD ALL OpCSFDWORK Coip4yNFO FIEGl1INSPsC . tIONs MAY86NEt�SSARYINOR��'R RS NAt 3 OiJAvP�RI!M < SCALE: 3/4" = 1'-0' D W I L REVISIONS BY 2 02-07-11 PERMIT REV. o) rn U)z o 0- o Z _ o � z ~ Z t tM 0M W Z O 0 UJ � L U �kY < J W Ucc z O Ill J `' g 0 <r a j o0 of rn � co IU �Y W L0(o v� p i,.i - U 0 W Cn M m qqt qq- p M LL 0��0 2 O < L.L w 2 — ~ W >0w CL o< Z w c CL Z O I— O Z 0 I Z m h n w t Z Li a uj W U a 0 k o DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 313 OF 15 SHEETS 2 315 12 STEEL MAINFRAME COLUMN — PER METAL BLDG. MFR. PAINT ALL STEEL ABOVE 10'-0" A.F.F., SHERWIN WILLIAMS "FLAT BLACK". U.L. 419 - 2 HR. LID— (2) LAYERS 5/8" TYPE 'X' GYP. BOARD EA. SIDE 6" X 25 GA. STUDS ® 16' O.C. ,d, RAKE VARIES 0 1T0 10'-11 1/2' A.F.F. �10'-0" _ Y T/ LID CORNERBEAD 8'-61, gCEIL. HEIGHT 5/8" GYP. BD., PAINTED. hh 7'-2" _ _ HEADER 1-5/8" X 25 GA. — STUDS ® 16" O.C. 1/2"0 THRU BOLTS - ® 24" O.C. W/ NUTS & WASHERS EA. SIDE. MUSEUM ADDITION �0'-0" = EL_. 8.0 FIN. FL. i 2'-6" NEW FASTENERS ABOVE NEW FLASHING - #12 X 1" WOOD - GRIPS W/ NEOPRENE WASHERS ® 6"O.C. NEW ROOF -TO -WALL TRANSITION FLASHING UNDER 5-V CRIMP PANELS. CUT PANELS AS REQ'D. PROVIDE MASTIC BETWEEN FLASHING & PANELS. STRUCTURAL 'CEE' CHANNEL-----,,, C8 X 11.5 - I - SECTION OF EQUAL OR GREATER STRENGTH ALLOWED AS OPTION. ROOF PANEL ------ --,\ =47/824 GA. KIRBY RIB II (KR2) SCREW -DOWN STEEL ROOF PANELS, KIRBY - COOL REGAL WHITE, FLUOROPOLYMER FINISH (KYNAR), ON CONT. ROOF PURLINS. — EAVE STRUT 3" UNFACED INSULATION —SHEETING ANGLE EAVE GUTTER �EAV� 1J 17'-10 1/2" r 1/ T ICF WA—LLV MASONRY EAVE TRIM 5/8"0 X 61. HEX -HEAD BOLT W/ NUTS AND WASHERS AS SHOWN. 6"W. X 1" THICK STUCCO BAND, SAND FINISH 0 14'--0 BTBAN D ° 5/8" LIGHT TEXTURED STUCCO, PAINTED OVER PAPER -BACKED METAL LATH "GREENBLOCK" INSULATED CONC. WALL SYSTEM: 6" REINF CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES. (R-24 MIN. VALUE) ° � 3 313 3 315 HEADER (2) 8" X 14 GA. ZEE PURLINS SPACED EVENLY. 3 1 " (R-11) / BAT INSULATION / / ACO TICAL CEILING \ i STEEL PURLIN NEW ROOF -TO -WALL TRANSITION FLASHING UNDER 5-V CRIMP PANELS. CUT PANELS AS REQ'D. PROVIDE MASTIC BETWEEN FLASHING & PANELS. STRUCTURAL 'CEE' CHANNEL (SEE METAL BUILDING SHOP 24 GA. KIRBY RIB II (KR2) SCREW -DOWN STEEL ROOF PANELS, KIRBY - COOL REGAL WHITE, FLUOROPOLYMER FINISH (KYNAR), ON CONT. ROOF PURLINS. 3" (R-10) WHITE VINYL -FACED METAL BLDG. INSULATION ® VESTIBULE - SEE FOUNDATION PLAN. 10" X 10" THICKENED EDGE AROUND RAMP PERIMETER. 6 MIL. VAPOR BARRIER 11 CEE 315 CHANNEL CONNECTION \ DETAIL 5-V CRIMP PANELS - CUT AS REQUIRED. EXIST. CMU & STEEL FRAMING TO REMAIN. II 2" HoNG DETAILNENT � SCALE: 3" _ ,'-o' 1-5/8" X 25 GA.-/ STUDS ® 16' O.C. 3 5/8" X 25 GA. STUDS ® 16" O.C. 5/8" GYP. BD., PAI NTED. DASHED LINE DESIGNATES LIMITS OF ICF WALL ALL EXPOSED JOINTS TO RECEIVE BACKER ROD AND SEALANT VESTIBULE 12--0" 1 SECTION THRU VESTIBULE 1 314 NOTE: SEPARATE COMPONENT ORDER REQUIRED FOR VESTIBULE. REFER TO MAIN BLDG. KIRBY BUILDING SYSTEMS ORDER FOR STANDARD PROFILES AND DETAILS. TOOL JOINT RAMP POUR, TYP. 6'-0" MAX. 1/2" X 4" ASPRi EXPANSION JOINT IMPORTANT NOTE NO STRUCTURAL CONNECTIONS ALLOWED BETWEEN NEW CONSTRUCTION & EXISTING BUILDING. -EXIST. PARAPET, ROOF, SOFFIT, CAPS AND 5-V CRIMP WALL PANELS TO REMAIN. 24 GA. KIRBY RIB II (KR2) SCREW -DOWN STEEL ROOF PANELS, KIRBY - COOL REGAL WHITE, FLUOROPOLYMER FINISH (KYNAR), ON CONT. ROOF PURLINS. STEEL ROOF PURLINS --- / (SEE METAL BUILDING SHOP DWGS. FOR SPACING) PAINT PURLINS AND ALL EXPOSED STEEL COMPONENTS ABOVE 10'-0" A.F.F SHERWIN WILLIAMS "FLAT BLACK". BLACK REINFORCED VINYL -FACED (R-30) ROOF INSULATION. 3-1/2 UNFACED, UPPER LAYER SET ON TOP OF AND PERPENDICULAR TO PURLINS. 6" FACED, LOWER LAYER SET PARALLEL/ BETWEEN THE PURLINS. DRYWALL MUST BE FITTED TIGHTLY UP AGAINST BOTTOM SIDE OF ROOF INSULATION. EXIST. 0:H-.- d 314 EXIST CMU & STEEL FRAMING TO REMAIN. 3-5/8" X 20 GA. METAL — STUDS ® 16" O.C. PROVIDE HORIZ. SPACING ® THIRD POINTS. W/ (1) LAYER 5/8" GYP. BOARD, FULL HT. / ® GALLERY SIDE, 9'-0" A.F.F. ® OFFICE SIDE, PAINTED. EXIST. O.H. - 8'-6" 9, 0„ B/ EXIST. O.H. GYP. BD. OFFICE SIDE) FRAMING 6'-10" EXIST. HEADE)� (1) LAYER 5/8" GYP. BD.,� FULL HEIGHT GALLERY SIDE, TO 9'-0" A.F.F. OFFICE SIDE, PAINTED. EXIST. MUSEUM GALLERY EXIST. DOORS TO BE REMOVED n RAMP SHALL BE SEPARATE POUR ® END OF PROJECT TO ACCOMMODATE REMOVAL OF EXIST. DOORS. LEVEL CONC. 6x6 W1.4 X W1.4 WWM� FLOOR BEYOND REINFORCEMENT RAMP 4" CONC. SLAB ON TERMITE TREATED SOIL - -0'-6" -_ EL. 7.4$ SEE STRUCTURAL DWGS. EXIST. FIN. FL. '..�-t+ 6 MIL. VAPOR BARRIER VARIES_ , 117 4„ TO Y 20'-3' 20 GA. TOP TRACK t19 -f10" 12 �1 STEEL ROOF PURLINS (SEE METAL BUILDING SHOP DWGS. FOR SPACING) PAINT PURLINS AND ALL EXPOSED STEEL COMPONENTS ABOVE 10'-0" A.F.F SHERWIN WILLIAMS "FLAT BLACK". 24 GA. KIRBY RIB II (KR2) SCREW -DOWN STEEL ROOF PANELS, KIRBY - COOL REGAL WHITE, FLUOROPOLYMER FINISH (KYNAR), ON CONT. ROOF PURLINS. 20 GA. STUD BRACING ® 24" O.C. BLACK REINFORCED VINYL -FACED 20 GA. TOP TRACK (R-30) ROOF INSULATION. 3-1/2 UNFACED, UPPER LAYER SET ON TOP OF AND PERPENDICULAR TO PURLINS. 6" FACED, LOWER LAYER SET PARALLEL/ BETWEEN THE PURLINS. DRYWALL MUST BE FITTED TIGHTLY UP AGAINST BOTTOM SIDE OF ROOF INSULATION. 3-5/8" X 20 GA. METAL STUDS ® 16" O.C. PROVIDE HORIZ. SPACING ® THIRD POINTS. W/ (1) LAYER 5/8" GYP. BOARD, FULL HT. ® GALLERY SIDE, 9'-0" A.F.F. ® OFFICE SIDE, PAINTED. -6" (R-19) BATT. INSULATION 6" (R-19) BATT. INSULATION / i ` g,-t0" T GYP. BD. OFSI FICE DE -ACOUSTICAL CEILING ACOUSTICAL CEILING TO W-10" A.F.F. TO 8'-10" A.F.F. (1) LAYER 5/8" GYP. BD., FULL HEIGHT GALLERY SIDE, TO 9'-0" A.F.F. OFFICE SIDE, PAINTED. OFFICE/RESTROOM AREA LOUNGE GALLERY2 THESE PLANS AND ALL PROPOSED WORK PROVIDE 3-1/2" (R-11) ARESUBJECTTOANYCORRECTIONS �BATT INS. WHERE DESIGNATED REQUIREDBYFIELDINSPECTORSTHAT ON PLAN TO 9'-0" A.F.F. MAYBE NECESSARY IN ORDER To SEE FINISH SCHEDULE CDAWWITH AUAPPjjq at 6x6 W1.4 X W1.4 WWM SEE FINISH SCHEDULE 20 GA. BOTTOM TRACK REINFORCEMENT 4" VINYL COVE BASE 4" VINYL COVE BASE 4" CONC. SLAB ON TERMITE TREATED SOIL - 20 GA. BOTTOM TRACK FLOOR PER FINISH SCHEDULE.J VSEE STRUCTURAL DWGS. FLOOR PER FINISH SCHEDULE. �"i) 'fir"—.--• h�l�.�.• ° � e -. a T.a-�f—"�i.r"—.�.—�Tf�.-i q• �.��.i.'—ate• l FULL HEIGHT INTERIOR PARTITION WALL SCALE: 3/4" = 1'-O' \ 314 SCALE: 3/4" 6 MIL. VAPOR BARRIER 3 FULL HEIGHT INTERIOR PARTITION WALL 314jr- SCALE: 3/4" W Q a 0 0 co Z W 2 I Q 0 Ir IL Z W N W W a Z W F (r 7 0 F_ Z W 2 Z ll 0 LL - W 7 0 U_1 2 F W N 7 Ir 0 a 0 0 I- 7 IL gZI N f_ U1 W Z Q a 0 In Z W fr 2 W 0 F W W a a W I H N Q 0 W H 2 a 0 N >_Z 2 f- REVISIONS BY Zt2 02-07-11 PERMIT REV. rn co U) U) ZO o 0= LV _ N �r7 Lo coZ~0 Z 0J LY O m� J � za W Ww z ug J O LU 0 �Q J 00 0 IU m \ mn Z roZ � Y LLI v� 0 m M rW V oC—IQ� LL Q O�� 0 ~cp0 w ~U cc C , 0 CQZw cZCL ol_ < O LL O I Z 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 314 JF 15 SHEETS #1 X 1 1/4" SDS EAVE STRUT, PER METAL 0 6" QO.C. W NEOPRENE GASK N 2 BLDG. MFR. SHOP DWGS. 3" UNPAGED INSULATION ; PRE -DRILLED W/ 3/4"0 EAVE STRUT, PER METAL BLDG. MFR. SHOP DWGS. STUCCO - #14 X 7/8" STITCH SCREWS HOLES 0 16" O.C. FASTEN ! Z 2 0 12" O.C. W/ NEOPRENE GASKETS W/ 5/8"0 X 6"L. HEX -HEAD PRE -DRILLED W/ 3/4"0 SHEETING ANGLE FRY REGLET TYPE "STX" BOLT W/ NUTS AND WASHERS HOLES 0 16" O.C. FASTEN PER METAL BLDG. MFR. °.o d OUTSIDE CLOSURE W/ 5/8"0 X 6"L. HEX -HEAD STUCCO REGLET. APPLY PRIOR @ 5/8" LIGHT TEXTURED TAPE SEAL REQUIRED S SHOWN BOLT W/ NUTS AND WASHERS INSIDE CLOSURE W/ TO INSTALLATION OF STUCCO. ° °�' �•` STUCCO, PAINTED OVER 0 ® I e F,.. TOP AND BOTTOM 24 GA. AS SHOWN TAPE SEALANT ° I � PAPER -BACKED METAL LATH 0 ROOF PANEL _ _ _ _ _ _EAVE FRY REGLET "SPRINGLOK" i6 GA. SHEETING ANGLE ROOF PANEL r — 10 3 1 2 ®VESTIBUL� FLASHING. N 0 I 24 GA. KIRBY RIB II (KR2) _ _ �p _ 18'-O' ®MAIN BLDG. 1' SCREW -DOWN STEEL ROOF Z 3" UNPAGED - - - - - - - _ - - - - - - _ - r �� 1 GUTTER STRAP SEALANT ° °� o °, j PANELS KIRBY SP-COOL AZTEC I 10'-0" W. CANOPY INSULATION - - - - - - - - - - - _ PER METAL BLDG. MFR. ROOF -TO -WALL t I 10 -11 1/2- _ _ _ _ - TRANSITION FLASHING I ° ' f t BLUE, SILICONE POLYSTER FINISH. Q -EAVE ! ON CONT. ROOF PURLINS. � _10�'-10° (ALL CANOPIES) �T%- ICF WALL T ICF_ WALL ROOF PANEL I j II, 10'-2' ®� - 1 _ RAKE VARIES INSIDE CLOSURE 61 LL °. VESTIBULE/ TAPE SEALER REQ'D. 1T-10 1/2" — - - SEE SHEET 31SS I Z U @ MAIN BLDG. I TOP AND BOTTOM. 1„ WINE® (0 co ° 9'-10 _ �26 GA. HIGH EAVE FASCIA I q ; I� EAVE CLOSLURE GREENBLOCK d Ir PER METAL BLDG. MFR, a ° I ° ^ STD. PROFILE. ° . o o EAVE GUTTER ° I __M PER 12 X 1 1 4" SIDS 6" O.C. PER METAL BLDG. MFR. INSULATED"GONG. WALL PER Q W/ NEOPRENE GASKETS Z ° a a 41M'z CONCRETE W/R215/8R RIGID METAL BLDCLOSURE GI COMPONENT -- ° 8" X 14 GA. EMBED MASONRY EAVE TRIM - - W I . ° ° I PER METAL BLDG. MFR. j I ° . po. ° I INSULATION BOTH SIDES. 0 MFR. STANDARD PROFILE EAVE STRUT EAVE STRUTPER METAL BLDG.MFR. I0 PRE -FABRICATED RAIN 1 al 2 J-TRIM �, l °. '° LEADER CONT..4 TO UNDERSID 1; PER METAL BLDG. MFR.EAVE FASCIA PER " ° r.'p..° STEEL ROOF I METAL BLDG. COMPONENT F 5 8 LIGHT TEXTURED I OF EAVE STR r ° 1 / r " (SEE METAL BUILDING SHOP _ MFR. STANDARD PROFILE STUCCO, PAINTED OVER " 5/8 LIGHT TEXTURED DWGS. FOR SPACING) 0 PAPER -BACKED METAL LATH ° 5/8" GYP, r. I ° 1 I 6" X 6" X 3 8" STEEL LEDGE I i ! � r. STUCCO, PAINTED OVER I � V 1 ! BD., PAINTED. I. PAPER -BACKED METAL LATH / I 24 GA. KIRBY RIB II (KR2) ANGLE PER METAL BLDG. MFR. SHOP � SCREW -DOWN STEEL FASCIA #14 X 7/8" STITCH "GREENBLOCK" i' 1 ! " " DWGS PRE -DRILLED W/ 5/8"0 HOLES ( I PANELS, KIRBY SP-COOL SCREWS ® 12" O.C. TYP. INSULATED CONC. WALL ! I I r. GREENBLOCK 0 16 O.C. FASTENED W/ 3/40 X 6"L. 1 ° AZTEC BLUE SILICONE POLYSTER 2 W/ NEOPRENE GASKETS Z r SYSTEM: 6 REINFORCED r. INSULATED CONC. WALL HEX -HEAD BOLT W/ NUTS &WASHERS FINISH. ALL CANOPIES CONCRETE W/ 2 5/8" RIGID i . I SYSTEM: 6" REINFORCED AS SHOWN. USE 4" X 4" X 3/16" a p ° ° ( ) I N INSULATION BOTH SIDES. i CONCRETE W/ 2 5/8 RIGID ANGLE ® VESTIBULE ONLY. p °I INSULATION BOTH SIDES. W 5/8" GYP., BD. W/ J-TRIM I 1 HIGH EAVE DETAIL 2 EAVE W/ GUTTER DETAIL 3 ROOF -TO -WALL TRANSITION SECTION 4 CANOPY EAVE SECTION ® ENTRY z 3% NOTE: REFER TO METAL BUILDING DRAWINGS FOR SIMILAR SCALE: 3" = 1'-O" 315 NOTE: REFER TO METAL BUILDING DRAWINGS FOR SIMILAR SCALE: 3" = 1'-0" 315 NOTE: SEPARATE COMPONENT ORDER REQUIRED SCALE: 3" = 1'-O" Q QDETAILS FOR VESTIBULE. SEPARATE COMPONENT ORDER REQUIRED. DETAILS FOR VESTIBULE. SEPARATE COMPONENT ORDER REQUIRED. 315 NOTE: REFER TO METAL BUILDING DRAWINGS FOR SIMILAR SCALE: 3" 11'-0" FOR CANOPIES - NOT PART OF KIRBY BLDG. DWGS. O �2 2 DETAILS FOR VESTIBULE. SEPARATE COMPONENT ORDER REQUIRED. Q2 #12 X 1 4" DS ®6 0.. IL FASCIA PANEL 0 W NEOPRENE GASKETS I - ICE WALL STUCCO " PER METAL BLDG. MFR. 2 / "GREENBLOCK" STRUCTURAL COLUMN Z 1° n n FRY REGLET TYPE STX 8 X 3 X 12 GA. INSULATED CONC. WALL BRACE. SEE METAL BLDG. DWGS. W 4" X 4" X 3/16" STEEL LEDGE °' °_ STUCCO REGLET. APPLY PRIOR BACKER ROD CANOPY STEEL CHANNEL PER SYSTEM: 6" REINFORCED FOR DETAILS. 1 ANGLE PER METAL BLDG. MFR. SHOP TO INSTALLATION OF STUCCO. & SEALANT EXTERIOR Q2 METAL BLDG. COMPONENT MFR CONCRETE W/ 2 5/8 RIGID r D DWGS. PRE -DRILLED W/ 5/8 0 HOLES ICF WALL I " 0 INSULATION BOTH SIDES. 0 _ ^ FRY REGLET SPRINGLOK SMOOTH STUCCO CAP 0 ® 16 O.C. FASTENED W/ 3/4"0 X 6 1. W 1 SO FIT PA EL P R BUILDING LINE HEX -HEAD BOLT W/ NUTS & WASHERS FLASHING. / /2 PITCH AWAY 0 1 AS SHOWN. I I SEALANT FROM BLDG./CANOPY 2 METAL BLDG. COMPONENT MF W I .b' CANOPY FORM CONC. &SHAVE 'R' PANEL CLOSURE PER ROOF -TO -WALL METAL BLDG. COMPONENT MFR. < F � INSULATION TO " ° ° TRANSITION FLASHING 8 X 3 X 12 GA. I ACCOMMODATE SLOPE Q SET IN MASTICS + W STEEL CHANNEL, BEYOND, I. o ROOF PANEL AS REQ'D. y ii :: N PER METAL BLDG. MFR. ° FOAM BACKER ROD ` I° 9 -6 & SEALANT a.. —--------- ° I ... # / "T rs/ STEEL - - - 12 X 1 1 4 SIDS RKE VARIES ° 0 p I I ROUND CORNER ® 12" O.C.-,--��-------ice _ _ - - - ° ° .. _ 9 -4 x (1) LAYER 5/8 GYP BD., p - - - - - e— * FULL HEIGHT PAINTED. Z 192-8 TO 14-9------- 9'-6" _ _ _ - - - - °' I T COL. d ' 1 X 4" RAISED _ SCREWED DIRECTLY TO FASTENING (1) LAYER 5/8" GYP. BD., Q STUCCO BAND (2) 1 /2"0 X 6" WEDGE _ _ / 4 TYP. ALL SIDES STRIPS INDICATED ON RIGID INSULATION. TO 10 -0" A.F.F., PAINTED. 3 8 TH. SMOOTH 1 BOX -IN LOCATIONS ONLY. d BOLTS PER CLIP o° STUCCO REVEAL I I CORNER BEADS 0 PURLIN BOLTS (2) OVER THOROSEAL 'oo I , I o p EXTERIOR 0 WATERPROOFING I i ICF BOTH SIDES METAL BLDG. COLUMN/RAFTER, 0 SEE SHOP DRAWINGS. 0 0 1 OR APPROVED SIZE VARIES HOLD GYP. BD. 0 SUBSTITUTE, TYP. _ TIGHT AROUND COLUMN. ") 26 GA, METAL SOFFIT PANEL 8 X 12 GA. STEEL v H PER METAL BLDG. COMPONENT MFR /� ROOF PURLINS ALL SIDES. 1 F7 I ,1 0 ~° J SOFFIT TR M W 14 X 7 8" \ (SHOWN ON SLOPE) „ / # / 3/4 TH. LIGHT 10'-0" W. CANOPY 2"D. X 2-3/8"W. BY 2"H. 3 #14 X 7/8 STITCH 6"H. X 3" X 3' X 3 16" a° 1 °.� TEXTURED STUCCO ! „' "THE CLAW" GALVANIZED STEEL i STITC SCR WS AT HI H RIB OVER PAPERBACK ° CLIPS SPACED ®4' O.C. WIRE LATH. TYP, AND 1-1/4" FROM TOP AND ii WALL LOCATIONS Ip SCREWS ® 12 O.C. " BOTTOM OF COLUMN. i i i NARY. SEE PLAN. STEEL PURLIN CLIP, (1�PER PURLIN ° ALL SIDES. i i i Z °I 5/8" LIGHT TEXTURED DWGS. PRE -DRILLED W/ 5/8 0 HOLES ° I°. BAND BEYONDSTUCCI I I I A PAPER -BA OVER H ENTRANCE CANOPY FACE OF COL. CORNER BEADS, BOTH SIDES 6 CANOPY SOFFIT -TO -WALL TRANSITION SECTION 6 ROOF -TO -WALL TRANSITION SECTION SECTION o PILASTER AGAINST BUILDING 8 TYP. BOX -IN COLUMN DETAIL 315 NOTE: SEPARATE COMPONENT ORDER REQUIRED SCALE: 3" = 1'-O" 315 NOTE: SEPARATE COMPONENT ORDER REQUIRED SCALE: 3" - 1'-0" 316 NOTE: SEPARATE COMPONENT ORDER REQUIRED SCALE: 1 1 2" = 1'-0' 315 W / (VARIES PER CONDITION) SCALE: 1-1/2" = 1'-0" Z FOR CANOPIES -NOT PART OF KIRBY BLDG. DWGS. FOR CANOPIES NOT PART OF KIRBY BLDG. DWGS. 0 FOR CANOPIES - NOT PART OF KIRBY BLDG. DWGS. Q a I 4 0 314 1" X 18" DOWNSPOUT STRAPS. / z ERECTOR SHALL FIELD BEND & ir CUT AS REQ'D. MATCH DOWNSPOUT 500# CAPACITY EXIST G W TO I COLOR &GAUGE. FASTEN TO ICE ROOF SLOPE LESS THAN RE IN. N TRUCTURAL Q WALL W/ (2) 1/4"0 X 3-1/2" DOWNSPOUT W/ STANDARD KICKER OR EQUAL TO 1:12 TAPCONS ® EA. STRAP. (INTO CONC.) PER METAL BLDG. MFR. VERIFY 1 ALLOWED. AFTER STUCCO IS COMPLETED. PLACE SIZE PRIOR TO FABRICATING PILASTER. L AT 1'-0", 5'-3", 9'-6" AND 13'-9" A.F.F., TYP. EACH DOWNSPOUT. PURLIN BACKER / SAMMY X-PRESS AND SEA SIDEWINDER PIPE HANGER / MODEL SWXP 35 D 0 HOLE (FIELD DRILL) 0 ir d a W I 'CEE' H X 11.5 W UILDING GS) Z Q [qNS W EL AfQ0 EDQCr 0ANyco "0s'F0W I � OENfo' YP14ZDINp' C� CTIONS 09K L Cfr LIP, ' WWN1 I*�Rpf� � N4r }0 Qg 0 PILASTER PER ICF CONTRACTOR. PAPER BACKED METAL " INS. FASTENED TO RIGID INSULATION. LATH FASTENED TO AS REQ'D. TO ALLOW co INTERRUPT ® DOWNSPOUT. RIGID INSULATION. FOR CONNECTION. 0 SEE ELEVATIONS FOR LOCATIONS. — 5/8" LIGHT EAVE STRUT Z TEXTURED STUCCO, PLAN VIEW FASTENING. SEE 9 411111111111, DOWNSPOUT CONNECTION DETAIL PAINTED. 10 HANGER DETAIL AT PURLINS it DETAIL 2/315. ir GEE -CHANNEL CONNECTION 315 SCALE: 3" = 1'-0" 315 N.T.S. 315 NOTE: REFER TO METAL BUILDING DRAWINGS FOR SIMILAR N.T.S. 2 DETAILS FOR VESTIBULE. SEPARATE COMPONENT ORDER REQUIRED. U1 I H WASHER NOTCH R 3/4' INSULATI REQ'D. T LOCK NUT FOR CON THRU-B 3/8"0 ROD HANGER CONNECT * NOT TO EXCEED BEND ALL -THREAD TO FOR CON MID -DEPTH OF PURLIN PLUMB POSITION & RWL ADAPTER REQ'S. 2'-0" FOAM/PLASTIC ICF WALL SYSTEM VERIFY Cl WIDTH OD • �f'dllhUllll'IIIIIIIIPIIIIIIIIIIIIIIIIIIIIII�P�IIII�IIIIIIIIIIIIII�� N AS aLICTURAL • �.� . -•' •,• ; 'IIIIIiiIIRI!1�1111111!I±fll'I •' . REVISIONS 02-07-11 PERMIT REV. Hy LLI z Z �d =O 190 0 Z*zM m� LCM toM 0 O J U� m �Y Na 0g a 0 0 It rn 10 E� m� w- 0 LL M M rW V M OC .- J Q dam' 0 Z W Q Q 0�0 0~00 0 0=� Q wCIO �' U a. <z 1= z 10 CL�MO LL z O %Q 03 03 rQ Z J o N a�Qj MIX Ww U 7 d� w 0 I>e� o DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 315 OF 15 SHEETS " THE DIFFERENCE IN METAL_ BUILDINGS" ra( lk GENERAL NOTES: 1. MATERIALS STRUCTURAL STEEL PLATE HOT ROLLED MILL SHAPES COLD FORM SHAPES ROOF AND WALL SHEETING BOLTS CABLE RODS AC472 2. A325 BOLT TIGHTENING REQUIREMENTS BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS," JUNE 30,2004, RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE KBS ERECTION DRAWINGS, ALL A325 BOLTS LARGER THAN 1/2 )) 0 ARE USED IN CONNECTIONS DEFINED AS Snug Tight 3. STRUCTURAL SHOP COAT PAINT THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF EXPOSURE TO ATMOSPHERIC CONDITIONS. SHOP COAT PRIMER DOES NOT PROVIDE THE APPEARANCE, DURABILITY AND/OR PROTECTION OF AN APPROPRIATE FIELD APPLIED FINISH. KIRBY STANDARD SHOP COAT PAINT SHALL MEET OR EXCEED THE REQUIREMENTS OF FEDERAL SPECIFICATION TTP-636. 4. TEMPORARY PANEL STORAGE PAINTED BUILDING PANELS WITH FLUOROPOLYMER FINISH ARE HIGH —QUALITY CONSTRUCTION MATERIALS. WHILE IN THE BUNDLE, PANELS SHOULD BE PROTECTED FROM HIGH TEMPERATURE, HUMIDITY AND MOISTURE, OTHERWISE, DAMAGE CAN OCCUR TO THE PAINTED SURFACE OF THE PANEL. PLEASE REFER TO THE "WARNING LABEL" THAT KIRBY APPLIES TO EACH BUNDLE OF FLUOROPOLYMER FINISHED PANELS FOR PROPER STORAGE PROCEDURES. 5. TEMPORARY BRACING BUILDER/CUSTOMER SHALL SPECIFICALLY NOTE THAT BRACING FURNISHED BY KIRBY IS INTENDED TO BE USED FOR THE COMPLETED BUILDING; KIRBY DOES NOT REPRESENT OR GUARANTEE THAT THE BRACING WILL BE ADEQUATE AS TEMPORARY BRACING DURING ERECTION OF THE BUILDING. 6. PANEL HANDLING METAL BUILDING PANELS ARE WAXED OR OILED FOR FINISH PROTECTION DURING SHIPPING AND STORAGE. THE WAX OR OIL MAKES THE PANELS SLIPPERY AND HAZARDOUS TO WALK ON OR STAND ON. THE WAX OR OIL CAN BUILD UP ON SHOES; GLOVES, AND CLOTHING MAKING CLIMBING OR WALKING ON OTHER COMPONENTS HAZARDOUS. 7. ERECTION NOTES THE BUILDING MUST BE ERECTED ACCORDING TO THE FRAMING PLANS, STANDARD DETAILS, SPECIAL DETAILS, AND NOTES TO ASSURE COMPLIANCE WITH DESIGN LOADS AND BUILDING CODE REQUIREMENTS. FIELD MODIFICATION OF THE BUILDINGS OR BUILDING COMPONENTS WHICH WILL AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY AN AUTHORIZED REPRESENTATIVE OF KIRBY BUILDING SYSTEMS. 8. WELDING SPECIFICATIONS ALL SHOP WELDS ON MATERIALS GREATER THAN OR EQUAL TO 0.125" IN THICKNESS WERE PRODUCED IN ACCORDANCE WITHIN THE 2004 AWS D1.1 STRUCTURAL WELDING CODE — STEEL. THE REMAINING WELDS ON OTHER THINNER MATERIALS WERE PRODUCED IN ACCORDANCE WITH THE 1998 AWS D1.3 STRUCTURAL WELDING CODE — SHEET STEEL. ALL WELDING WAS PERFORMED BY AWS CERTIFIED WELDERS. JOB NUMBER: KIOV0477A BUILDER: AHRENS COMPANIES CUSTOMER: NATIONAL NAVY UDT-SEAL MUSEUM LOCATION: FORT PIERCE, FL TABLE OF CONTENTS DRAWING NO. E1 E2 E3 E4 E5 E6 E7 E8 E9 DRAWING TITLE ANCHOR BOLT PLAN CROSS SECTION AT LINES 2 & 6 CROSS SECTION AT LINES 3 & 5 CROSS SECTION AT LINE 4 ROOF FRAMING PLAN BACK SIDEWALL FRONT SIDEWALL LEFT ENDWALL RIGHT ENDWALL D1—D2 ERECTION DETAILS STRUCTURAL PRIMER: BUILDING LOADS" • CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY SYSTEMS, INC., IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. DESIGN LOADS HAVE BEEN APPLIED IN ACCORDANCE WITH THE FOLLOWING. THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY : FBC 07 W/2009 SUPPLEMENT THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF DEAD LOAD: 2.5 PSF (ROOF PANELS & PURLINS) OCCUPANCY CATEGORY: II — Normal COLLATERAL LOAD: 7 PSF ROOF LIVE LOAD: 20 PSF TRIBUTARY REDUCTION Yes FRAME LIVE LOAD: 12 PSF BASIC WIND SPEED: 150 MPH EXPOSURE: C Iw: 1.00 KZT: 1.0 COLOR: STANDARD RED OXIDE ROOF PANELS: 24 GA. KR2 FLUOROPOLYMER FINISH COLOR: Regal White WALL PANELS: COLOR: SOFFIT PANELS: COLOR: LINER PANELS: COLOR: SPECIAL NOTES: DEAD LOAD: NORMAL WEIGHT OF METAL BUILDING COMPONENTS AS SUPPLIED BY THE MANUFACTURER THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS, WINDOWS, ETC.) MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND CLADDING IN THE DESIGN CODE LISTED ABOVE IN ADDITION, ALL AREAS OF EXTERIOR GLAZING MUST BE PROTECTED FROM BREAKAGE BY WIND—BORNE DEBRIS BY A SCREEN OR BARRIER. ENGINEER NOTES ENDWALL PARAPETS NOT TO EXCEED THE 20'-0' & 22'-0" HEIGHTS AS SHOWN ON DWG. 312 WITHOUT A REVIEW BY AN ENGINEER. KBS EAVE STRUT IS NOT TO ACT AS A SUPPORT MEMBER FOR CONCRETE WALL. CONCRETE WALL IS SELF SUPPORTING. CONCRETE WALL MUST SUPPORT ALL BRACING FORCES & PURLIN REACTIONS. ©A N/A FORREST J. RUSSELL FLORIDA P.E. #5159O P.O. BOX 390 PORTLAND,TN. 37149 ff APpRO al F7 �fiL cyy t •• e ��EN ••�` i • N 590 • _ • • ATE :gyp R • �� �= Yn cgAf6YBJNSAND AfQUpfTTOACL PA OPOIfDQYFNYOOASED wOAXMAY$, I6ZD/ C77ONS ADsHAT� p 1 0 BACK SIDEWALL 118'-4" OUT —TO —OUT Dia 1" 8„ O w O 0 17'-6" 16'-8" w 0 I _ 16'-8" L----17'-6"— — —— — — 25'-0" _L 25'-0„ _I_ 17'-6" 16 0 0 0 GENERAL NOTES: 1. ALL DIMENSIONS ARE OUT TO OUT OF STEEL. IF CONCRETE NOTCH IS REQUIRED, THEN THE APPROPRIATE DIMENSIONS SHOULD BE ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE DIMENSIONS. 2. CONCRETE STRENGTH = 3000 PSI MINIMUM. 3. ANCHOR BOLTS ARE NOT FURNISHED BY THE MANUFACTURER. 4. DRAWINGS ARE NOT TO SCALE. - 1 - 0 FRONT SIDEWALL ANCHOR BOLT PLAN NOTE: All Base Plates © 100'-0" (U.N.) NOTE: Finished Floor Elevation © 100'-0" (U.N.) A.B. SIZE BOTTOM OF BASE PLATE ANCHOR BOLT SHAPE DlIS TO BE I IBY THE HEEFODUNDATIOED N o 0 J J 0 w 'i. ANCHOR BOLT QUANTITY ALLOW. LOAD PROJ. MIN. EMBED ISSUE TO BOLTS (LBS.) P (IN.) D (IN.) QTY. BOLT DIA. A AS REQ'D +" 4" 8400 2}" 32 1- 15,000 3" IK)K 8 1 fir" 23,400 3� 1 33,700 3}" �K�K BOLT MATERIAL = ASTM A36 _ wx - ANCHOR BOLT EMBEDMENT LENGTH "D" IS TO BE DETERMINED BY THE FOUNDATION ENGINEER. DESCRIPTION APPROVAL ID NUMBER:K10V0477 W N See Plan DETAIL B Dia= 1 1 /4" Im N d- I d- J LCONCRETE WALL BY OTHERS TYP. 10" co / 2 1 2"� 2 1/2" See Plan _I LCONCRETE WALL DBY OTHERS DETAIL C TYP. F°ak P10 9,0100 N ° ' ON r m,�yJ�q FORREST J. RUSSELL FLORIDA P.E. s51590 P.O. BOX 390 PORTLAND,TN. 37148 AGO •• �e E � •�`� i er N 1590 • A OF n, t F e CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. BY DATE Building Systems A MUC c3pq cwnpany iR 11/04/10 KIRBY BUILDING SYSTEMS o 124 KIRBY DRIVE 0 PORTLAND, TN 37149 TITLE: ANCHOR BOLT PLAN DRN.BY, BUILDER: AHRENS COMPANIES DATE, CUSTOMER -NATIONAL NAVY UDT-SEAL MUSEUM CKD.BY: LOCATION, FORT PIERCE, FL DATE, MBS JOB NO: K1OVO477A DWG.NO:E1 OF,9 SPLICE PLATES & BOLTS Splice Quan -----Bolt----- Plate Size Mark Top/Bot/ Int Type Dia Length Width Thick Length SP-1 4 4 2 A325 7/8;; 2 1/2 ;) 8Pi 5/8„' 3,'-2 1 /8" SP-2 4 4 0 A325 3/4 2 1 /2 ;; 6 1 /2 1 —10 5/16„ `'7FLANGE BRACES: (1) One Side; (2) Two Sides FBxxA(1) A — L175xO75 �1" 12 00 �- M c� 00 0 w I I = 00 w - 00 w I 0 i d- 0 2'-2 3/4 71—W) 34'-3 7 16" 6 @ 1'-6 11 /16 MEMBER SIZE TABLE in MARK WEIGHT WEB DEPTH WEB PLATE OUTSIDE FLANGE W x T x LENGTH INSIDE FLANGE W x T x LENGTH START END THICK LENGTH RF1-1 RF1-2 844 800 14.8 14.8 30.0/15.0 15.0 15.0 0.150 0.220 0.134 208.3 156.7 240.0 8 x 5 8 x 207,0 8 x 5/8" x 15.4 6 x 5/16" x 160.2 1 6 x 1 4" x 234.0 8 x 5 8 x 212.4 6 x 5/16" x 157.4 6 x 1 4" x 238.7 CONNECTION PLATES 1'-6 11/16„ II FB1 A 1) FB1 A l FBv1-A-(1) FBI VA1 ) — — — 10A (1) 00— — - - —�,77 __ N RF1-2 n I v) C0 I c°' + I I OD:f LO LL + j w D:f ory IQ CO 1'-4" 65'-8" CLEAR + /- —FB1q 1) — RF1-2 '-4" OUT -TO -OUT FACE OF COLU RIGID FRAME ELEVATION FOR FRAME LINE 2 6 34—= 3 _7/16" 4'-6„ FB1A(1) --'T — 2'- 2 3/4 ,,3)_6„ FB10 J� 1'-4" 1 O 0 I d- CONCRETE NOT SHOWN FOR CLARITY TYP. 12 ivy S017, AUr0*4 � FORREST J. RUSSELL FLORIDA P.E. *51590 P.O. BOX 390 PORTLAND,TN. 37148 CNS0 4Z p Cd(/jp f0 T r0q R00 VON, NSF1'* SP RAC %0%' h` rn, NwRy/N p F0P0q� Ns "{ 4/ g0njioQ� to ar 000 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY•S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY•S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. 1. REFERENCE ELEVATION = 100"0'. 6. FOR FLANGE BRACE CONNECTIONS ON ONE SIDE Cl) 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS OF FRAME, SEE DETAIL eRTos FOR FLANGE BRACE NOTED. CONNECTIONS ON TWO SIDES (2) OF FRAME 3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND SEE DETAIL BR106 DETAILS. 7, ALL FLANGE BRACE LOCATIONS MARKED TWO SIDES 4. FLANGE BRACES ARE REQUIRED ON TWO SIDES C2) (2) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE OR ONE SIDE Cl) AS NOTED. BRACE TO BE INSTALLED AT THE TIME OF ERECTION, WHILE THE OTHER IS N BE STORED AND USED AT THE S. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. TIME OF A FUTURE ADDITION. TION. B. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINS AND ALL FLANGE BRACES MUST BE PROPERLY INSTALLED ON MAIN FRAMES AS THEY ARE ERECTED AND BEFORE ERECTION LOADS ARE APPLIED. ISSUE DESCRIPTION BY DATE Klft Building syemm A muc®Fa Company A APPROVAL SRB 11/04/10 -- KIRBY BUILDING SYSTEMS o 124 KIRBY DRIVE o PORTLAND, TN 37148 TITLE: CROSS SECTION DRN.BY: BUILDER: AHRENS COMPANIES DATE: CUSTOMER. NATIONAL NAVY UDT-SEAL MUSEUM CKD.BY: LOCATION:FORT PIERCE, FL DATE: ID NUMBER:K1OV0477 MBS JOB NO: K10V0477A DWG.NO:E2 OF.9 SPLICE PLATES & BOLTS Splice Quan -----Bolt----- Plate Size Mark Top/Bot/ Int Type Dia Length Width Thick Length SP-1 4 4 2 A325 7/8;; 2 3/4„' 8;; 3/4;; S-5 1 /8" SP-2 4 4 0 A325 3/4 2 1 /2 6 5/8 2'-3 7/16„ OFLANGE BRACES: (1) One Side; (2) Two Sides FBxxA(1) A — L175xO75 1. REFERENCE ELEVATION = 100'0". 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS NOTED. 3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND DETAILS. 4. FLANGE BRACES ARE REQUIRED ON TWO SIDES (2) OR ONE SIDE (1) AS NOTED. 5. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS ,Z1" 12 2'-2 3/4 -7,1-P�), , 34,-3 7 16„ 6 @ 4'-6„ 1'-6 11 /16 MEMBER SIZE TABLE in MARK WEIGHT WEB DEPTH WEB PLATE OUTSIDE FLANGE W x T x LENGTH INSIDE FLANGE W x T x LENGTH START END THICK LENGTH RF2-1 RF2-2 913 1101 14.6 14.6 33.0/25.0 25.0 /20.0 0.150 0.250 0.164 208.1 156.7 240.0 8 x 5/8 x 206.8 8 x 5/8" x 15.3 6 x 5/16" x 148.0 6 x 3 /8" x 246.0 8 x 3/4 77x 212.3 6 x 1 /4" x 156.9 6 x 5 /16" x 238.3 1'-6 11/16„ 34--=_7/16 " 6 @ )_ 6„ 2'-2 3/4 FB5A(1 B3A�1 FB3A(1FB5A(1)FE3 1 B9A 1) FB7A 1) ) FB9A 1 1 F � — — ) F FB12A() 2 B12A TYP. Lam"' .'._ e L� � N o � RF2-2 I RF2-2 m ' 00 (n I I I n IZ z �I V) o w I I + I =00 00 L N I•r) + Ln Q I r) + N LJ_ ry I LLJ Li W ^I W 00� ^I IQ 0 I 1'-4" 65'-8" CLEAR + /- 1'-4" 1"h:_-� 12 (DETAIL ' O I d- CONCRETE NOT SHOWN FOR CLARITY TYP. 68'-4" OUT —TO —OUT FACE OF COLUMN A RIGID FRAME ELEVATION B R FOR FRAME LINE 3 5 y 'kt0�e v. r � 6. FOR FLANGE BRACE CONNECTIONS ON ONE SIDE C1) OF FRAME, SEE DETAIL 8Rto5 FOR FLANGE BRACE CONNECTIONS ON TWO SIDES (2) OF FRAME SEE DETAIL eR1o6 7. ALL FLANGE BRACE LOCATIONS MARKED TWO SIDES (2) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE BRACE TO BE INSTALLED AT THE TIME OF ERECTION, WHILE THE OTHER IS TO BE STORED AND USED AT THE TIME OF A FUTURE ADDITION. e. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINS AND ALL FLANGE BRACES MUST BE PROPERLY INSTALLED ON MAIN FRAMES AS THEY ARE ERECTED AND BEFORE ERECTION LOADS ARE APPLIED. ISSUEJ DESCRIPTION A I APPROVAL ID NUMBER: K10V0477 CONNECTION P ■ A'i •l' 01 e$ u *SAND444 P 411q, rD4rpy0DADPDSEO �.qyY wj'C �y�NSPEH pASDNS DpR • • 51590 • S E OF ; FORREST J. RUSSELL FLORIDA P.E. *51590 P.O. BOX 390 ,•'' PORTLAND,TN. 37148 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. BY DATE Building Syste" AnucOn compww SRB t t /04/10 KIRBY BUILDING SYSTEMS 0 124 KIRBY DRIVE 0 PORTLAND, TN 37148 TITLE: CROSS SECTION DRN.BY. BUILDER: AHRENS COMPANIES DATE: CUSTOMER:NATIONAL NAVY UDT-SEAL MUSEUM CKD.BY: LOCATION: FORT PIERCE, FL DATE: MBSI JOB N0: K10V0477A DWG.NO:E3 OF,9 SPLICE PLATES & BOLTS Splice Quan -----Bolt----- Plate Size Mark Top/Bot/ Int Type Dia Length Width Thick Length SP-1 4 4 2 A325 7/8;; 2 3/4;' 1O" 3/4" 4;-0 3/16)1 SP-2 4 4 0 A325 3/4 2 1 /2 6 5/8 2'-3 5/16 OFLANGE BRACES: (1) One Side; (2) Two Sides FBxxA(1) A — L175xO75 'Z�f1 " 12 c C DO I H— � 0 CO � w I I = � 00 W — DO w ^I O I d- 0 BR126 34'-3 7 16" 2'-2 3/4 : 1'-6 11 /16 MEMBER SIZE TABLE in MARK WEIGHT WEB DEPTH WEB PLATE OUTSIDE FLANGE W x T x LENGTH START END THICK LENGTH RF3-1 RF3-2 1125 1132 14.6 14.6 40.0/25.0 250/20. 0 0.164 0.250 0.188 208.1 157.3 240.0 10 x 5 8 pyx 206.E 10 x 5 8" x 15.3 6 x 5 16" x 160.0 6 x 1 /4" x 234.0 1'-6 11/16„ 34--43 7/16" 2'-2 3 44 � 3�_6„ 1"t� 12 FB4A(1�B2A11 FB2q(1)B4A(1)FB6A 1 FB8A 1) FB6A 1) � ) FB8A 1 A l �— — 0 � ) F 13 () Do — — — R B13A1 — _ �-- _ �� eR126 TYP. RF3-2 I Cn I RF3 2 I Cn -60 I + I , + Ln Q ILIJ LLL O� 00J ^I w U os 65'-8" 1'-4'> CLEAR +/- 68'-4" OUT— 71 ry 1' —4" DETAIL E6 -O I d- CONCRETE NOT SHOWN FOR CLARITY TYP. INSIDE FLANGE 10 x 3/4" x 212.3 6 x 1/4 " x 158.0 6 x 1 /4" x 238.4 CONNECTION PLATESI IOID I PC04 MARK/PART � rJM Apb RoV41 /P� RIGID FRAME ELEVATION �� ',� �<'Oa°�� ��''� FOR FRAME LINE 4vvu/r/'nc a,eevv�� FORREST J. RUSSELL FLORIDA P.E. #51590 P.O. BOX 390 PORTLAND,TN. 3714B A FS �F N84*0 ROO,,1j'y 1rOg0�0�Oppleo k Y l�Fss y°�N�Ro�r RSr�rwo9k 40v CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY"S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. 1. REFERENCE ELEVATION = 100'0". 6. FOR FLANGE BRACE CONNECTIONS ON ONE SIDE (1) 2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS OF FRAME, SEE DETAIL sR105FOR FLANGE BRACE NOTED. CONNECTIONS ON TWO SIDES (2) OF FRAME 3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND SEE DETAIL BR106 DETAILS. 7, ALL FLANGE BRACE LOCATIONS MARKED TWO SIDES 4. FLANGE BRACES ARE REQUIRED ON TWO SIDES (2) (2) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE OR ONE SIDE (1) AS NOTED. E3RACE TO BE INSTALLED AT THE TIME OF ERECTION, WHILE THE OTHER IS TO BE STORED AND USED AT THE 5. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. TIME OF A FUTURE ADDITION. B. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINS AND ALL FLANGE BRACES MUST BE PROPERLY INSTALLED ON MAIN FRAMES AS THEY ARE ERECTED AND BEFORE ERECTION LOADS ARE APPLIED. ISSUE DESCRIPTION BY DATE ru Building Systems A r1u=0Ft Cwnpany A APPROVAL SRB 11/04/10 KIRBY BUILDING SYSTEMS O 124 KIRBY DRIVE o PORTLAND, TN 37148 TITLE, CROSS SECTION DRN.BY, BUILDER: AHRENS COMPANIES DATE, CUSTOMER:NATIONAL NAVY UDT-SEAL MUSEUM CKD.BY: LOCATION, FORT PIERCE, FL DATE, JID NUMBER:K10VO477 MBS JOB NO: KIOV0477A DWG.NO,E4 OF,9 SPECIAL BOLTS ROOF PLAN o ID IQUAN TYPE DIA LENGTH WASH 1 1 4 A325 1/271 1 1 4 0 LL CONNECTION PLATES (D PR110 PR110 PR110 PR110 PR110 O ROOF P L A N ❑ ID QUAN MARK PART 1 14 PC04 118'-4" OUT -TO -OUT OF ROOF STEEL 2 10 ESCO2 O O O O O MEMBER TABLE 16'-8" 17'-6" 1 25'-00) 25'-0" T- 17'-6"1 16'-8$1 ROOF PLAN PURLIN 2'-4 1 8" 2'-4 1/8" 2'-4 1/8" 2'-4 1/8" 2'-4 1/8" LAP /�2'--4 1 /8" 2'-4 1 /8" 2'--4 1 /8" 2'--4 1 /8" 2'-4 1 /8" NERAL NOTES: 1. USE }' DIA. X W A325 BOLTS FOR ALL PURLIN LAP CONNECTIONS. 2. USE }' DIA. X W A325 BOLTS FOR PURLIN AND EAVE STRUT TO FRAME CONNECTIONS. 3. THE DIAMETER OF THE BRACING IS DENOTED BY THE THIRD AND FOURTH DIGITS OF THE PIECE MARK. CCABLE EX. 08 = �'O AND 10 = &'0) CROD EX. OB = 1'0 AND 10 = f'O) 4. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE ROOF PANELS. ROOF- FRAMING PLAN 6. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INSTALLING PANELS. 7. DO NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS SUCH AS GIRTS, PURLINS AND EAVE STRUTS UNLESS THEY ARE FIRMLY SECURED AT BOTH ENDS AND LATERALLY SUPPORTED. 8, DO NOT USE METAL BUILDING PANELS AS WALK BOARDS OR WORKING PLATFORMS. NEVER STAND OR WALK ON METAL BUILDING PANELS BETWEEN SUPPORTS UNLESS THE PANELS ARE FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES. 9. DRAWINGS ARE NOT TO SCALE. J w Ld V) w 0 ry LL 0 D d-I ME M i V F- - 1 uLuuo 32 P-2 8ZO67 32 P-3 8ZO89 16 P-4 8ZO89 4 E-1 8EO75 4 E-2 8EO75 4 E- 3 8EO75 8 CB-1 CB10 16 CB-2 CB10 Components 8c Cladding ----Pressure--- ---- Suction- --- Zone Width Member Panel Member Panel - - - - 1 - - - - - - - - - - - - 16.40 - - - - 20.70 - - - - - - -46.50 - - ------ - 50.80 2 16.40 20.70 -54.87 -85.34 3 6.83 16.40 20.70 -54.87 -85.34 4 6.83 16.40 20.70 -54.87 -128.5 5 37.60 46.50 -41.10 -50.40 6 6.83 37.60 46.50 - 43.57 - 61.99 0 101 11 6 5 6 4 3 4 2 1 2 2 1 2 4 3 4 6 5 6 ROOF SHEETING PANELS: 24 Ga. KR2 Regal White FLORIDA PRODUCT APPROVAL # 4838.2 ,d F4 17U ,4111,udti� �2reo/4,6 16 GCpi = ± 0,18 FORREST J. RUSSEIL FLORIDA P.E. #51590 P.O. BOX 390 PORTLAND,TN. 37148 Ne 9 AAUs�� Crsq'y0 C Kv 9�d�Y"PO 444, OPO Ilk; r0 far 1% 1,1' ```1e:::to:r::a . SST • •r - ; No 1590 • e AT NA CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. DETAIL KEY ISSUE DESCRIPTION BY DATE Building S's�, p A nua�,7 DETAIL NO. REFERENCE ERECTION A APPROVAL SRB 11/04/10[jK1rby DETAILS KIRBY BUILDING SYSTEMS o 124 KIRBY DRIVE o PORTLAND, TN 37148 TITLE: ROOF FRAMING PLAN DRN.BY: BUILDER: AHRENS COMPANIES DATE: CUSTOMER:NATIONAL NAVY UDT-SEAL MUSEUM CKD.BY: LOCATION, FORT PIERCE, FL DATE: ID NUMBE R:K10V0477 MBS JOB NO: K1OVO477A DWG.NO:E5 OF,9 0 0 SPECIAL BOLTS o ID IQUAN TYPE DIA LENGTH WASH 1 1 4 A325 1 2 1 1 4 0 2'-0" c� w w !-- o w -0 CD O—�i= Nw COw d > Q Q Q w w EGCL 118'-4" o 16'-8" 1 17,-6" 1 25'-0" I I I RF1-1 RF2-1 OUT —TO —OUT FACE OF WALL STEEL 0 0 25'-0" 17'-6" C I � I I I I RF3-1 RF2-1 RF1-1 BACK SIDEWALL FRAMING: FRAME LINE A (Gutter with 9 downspouts) GTS01. CLH101. SPT10. SPT05. SET10 OPEN FOR CONCRETE CONSTRUCTION BY OTHERS BACK SIDEWALL TRIM: FRAME LINE A TRIM: 26 Ga. COLOR T.B.D. m 16' — 8" EGCR EAVE SRTUT Co Lumn (Shape Var . O"XIfew T Y P ✓,�,ai � �ntlmlt�li a splbi�liYol1�N �rll��nCt7t�ti'#ifiilt 4MS 1d 4k1r�1 iti fC lii�l j ��j R �rSp�e'Cr 4M044 p r silY�iiit3iilr4IiJI(jt�jjr FORREST J. RUSSELL M �9 SCSyFFip CC AECrOANy �FO{ypMx L SC1'�'iiCEal kYtii `yli##�if { 1' FLORIDA P.E. s51590 - Mt es$ Msp$�r OMS ftr PORTLAND,TNO 3714E w,�� MypVp4' 57ro r DETAIL "B" SHOP WELDED BRACKET (4) REQ'D. EACH COLUMN SEE CROSS SECTIONS FOR LOCATIONS Q v- Bracket 1`, 1111 1 11///I ss , � . ENS 0 0 • SJ T d 00 6 1i Y� I IULL J t:& G`t ON CENTER. E AVE STRUT DETAIL_ CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON K1RBY`S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRSY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. GENERAL NOTES, 6. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE DETAIL KEY 1. USE 1"0 x 1�' A325 BOLTS FOR ALL GIRT LAP BRACING. AND GIRT TO CLIP CONNECTIONS. 7. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. DETAIL NO. ISSUE DESCRIPTION BY DATE Building A APPROVAL SRB 11/O4/10 2. THE DIAMETER OF THE BRACING IS DENOTED BY THE 8. BEFORE INSTALLATION OF WALL PANELS, IT IS IMPORTANT (EXTHIRD 8NDOSYSIMS �UR10H DIGIj OF THE PIECE MARK. COPRE53RKNRBYWALL PLN49 CE WALL PAKIRBYRIB II)EL FASTENER OTO IUT DNSURESCORRECT REFERENCE 3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE USAGE OF FASTENERS. ERECTION DETAILS ERECTOR DURING THE ERECTION OF THE BUILDING. 9. USE RVTCP AT 5'0' C/C FOR TEMPORARY INSTALLATION A NI&JI10 A Company KIRBY BUILDING SYSTEMS o 124 KIRBY DRIVE o PORTLANO, TN 37148 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. OF CLH TRIM. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED 10.DRAWINGS ARE NOT TO SCALE. NOTE: ALL GIRT LAPS NOT INDICATED WILL BE 0'2Ii' PRIOR TO THE INSTALLATION OF THE PANELS. DOOR GIRTS: 5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ALL GIRTS ATTACHED AT ONE ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS END TO A DOOR JAMB ARE 16 GAGE PRIOR TO INSTALLING PANELS. UNLESS NOTED OTHERWISE. TITLE, BACK SIDEWALL DRN.BY, BUILDER: AHRENS COMPANIES DATE, CUSTOMER -NATIONAL NAVY UDT-SEAL MUSEUM CKD.BY: LOCATION, FORT PIERCE, FL DATE, JID NUMBER:K10V0477 MBS JOB NO: K10V0477A DWG.NO:E6 OF,9 0 0 SPECIAL BOLTS o ID IQUAN TYPE DIA LENGTH WASH 1 1 4 A325 1 2 1 1 4 0 2'-0" W oW � > _ I w oW o I- I = NLU 00W D > <C Q Q Ld IZ 118'-4" 0 0 16'-811_ 17'-6" 25'-0„ OUT —TO —OUT FACE OF WALL STEEL 0 0 25'-0" 17'-6" I 16' — 8" I I I I I I I I I I RF1-1 RF2-1 RF3-1 RF2-1 RF1-1 FRONT SIDEWALL FRAMING: FRAME LINE B 1 2 3 4 5 6 7 GENERAL NOTES, 1. USE 1"0 x W A325 BOLTS FOR ALL GIRT LAP AND GIRT TO CLIP CONNECTIONS. 2. THE DIAMETER OF THE BRACING IS DENOTED BY THE THIRD AND FOURTH DIGITS OF THE PIECE MARK. (EX. 08 = +"0 10 = J'0) 3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE PANELS. 5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INSTALLING PANELS. (Gutter with 9 downspouts) TS01, CLH101. SPT10. SPTO OPEN FOR CONCRETE CONSTRUCTION BY OTHERS T10 L194 A16 EGCR FRONT SIDEWALL SHEETING 8c TRIM: FRAME LINE B 6. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE BRACING. 7. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. S. BEFORE INSTALLATION OF WALL PANELS, IT I5 IMPORTANT TO REFERENCE WALL PANEL FASTENER LAYOUT DETAILS ( PL153 KIRBYWALL PL149 KIRBYRIB II) TO INSURE CORRECT USAGE OF FASTENERS. 9. USE RVTCP AT 5"0" C/C FOR TEMPORARY INSTALLATION OF CLH TRIM. 10.DRAWINGS ARE NOT TO SCALE. TRIM: 26 Go. COLOR T.B.D. DETAIL KEY ISSUE DESCRIPTION DETAIL NO. A APPROVAL REFERENCE ERECTION DETAILS NOTE: ALL GIRT LAPS NOT INDICATED WILL BE 0"2V DOOR GIRTS: ALL GIRTS ATTACHED AT ONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. q NIA AFp��p � 6�TT q�44Z o 44 �f� � N 9A�Roi��P �S 0* A dgAp �'�A "7/�vAm40a °ss�a OPiz ice Ilk 4, '4 no e J �s Fz e a � � Q" o • is � • N 590 FORREST J. RUSSELL FLORIDA P.E. #51590 ' TA* P.O. BOX 390 �A� •• PORTLAND,TN. 37149NA I p < CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. BY DATE Kirby SRB 11 /o4i1 o Building SyStam KIRBY BUILDING SYSTEMS 0 124 KIRBY DRIVE o PORTLAND, TN 3714E TITLE: FRONT SIDEWALL DRN.BY, BUILDER: AHRENS COMPANIES DATE, CUSTOMER:NATIONAL NAVY UDT—SEAL MUSEUM CKD.BY, LOCATION, FORT PIERCE, FL DATE, JOB NO: KIOV0477A DWG.NO,E7 OF,9 D NUMBER: KlOV0477 '�Iz1" 12 2'-0" 2'-0" w oW = _ I o 0 a I LU O a_ LLJ N < O d I = << N Q 00 w EL Q LIJ o = GENERAL NOTES: 1. USE f-0 x 14" A325 BOLTS FOR ALL GIRT LAP AND GIRT TO CLIP CONNECTIONS. 2. REFER TO BEARING FRAME DETAILS BF FOR CONNECTION REQUIREMENTS OF RAFTER TO RAFTER AND RAFTER TO COLUMN. 3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE WALL PANELS. 5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INSTALLING PANELS. I 68'-4" OUT —TO —OUT FACE OF EAVE STRUT LEFT ENDWALL FRAMING: FRAME LINE 1 ROOF LINE OPEN FOR CONCRETE CONSTRUCTION BY OTHERS CONNECTOR BLDG. CONSTRUCTION BY OTHERS LEFT ENDWALL TRIM: FRAME LINE 1 TRIM: 26 Ga. COLOR T.B.D. 6. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. 7. BUILDER TO FIELD BEVEL ENDWALL PANELS ON SLOPES OF 2:12 AND GREATER. B. DRAWINGS ARE NOT TO SCALE. BOLT TABLE OFRAME LINE B LOCATION ER 1/ER 1 Columns/Ra 12 1"t� 12 DETAIL KEY ISSUE DESCRIPTION BY DETAIL NO. A APPROVAL SRB REFERENCE ERECTION DETAILS NOTE. ALL GIRT LAPS NOT INDICATED WILL BE 0'21 DOOR GIRTS: ALL GIRTS ATTACHED AT ONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. D NUMBER: KlOV0477 QUAN TYPE DIA LENGTE 8 A325 3 4 2 1 2 f 4 A325 1 /2" 1 1 /4" CONNECTION PLATES FRAME LINE 1 ❑ ID I QUAN MARK PART 1 2 PC04 A Df8$1044se AND MAN�SC D AL4 P y� HF BYFSCD SPD R , DNS DAK W� MAC � z 0 98 7yA7 00404 rn r T ' o 51590 FORREST J. RUSSELL FLORIDA P.E. *51590 P.O. BOX 390°�.• $?A �n ,� pF PORTLAND, TN. 37148 • • Fl CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEM, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OR RECORD FOR THIS CONSTRUCTION PROJECT. DATE IQ" Building 11 /04/10 system" Al KIRBY BUILDING SYSTEMS 4 124 KIRBY DRIVE o PORTLAND, TN 37148 TITLE: LEFT ENDWALL DRN.BY: BUILDER: AHRENS COMPANIES DATE: CUSTOMER:NATIONAL NAVY UDT-SEAL MUSEUM CKD.BY: LOCATION: FORT PIERCE, FL DATE: MBS JOB NO: K1OVO477A DWG.NO:EB OF,9 2"3V �,_ Gir�t`or PurLin fy m 1 1 ivi I 1 )K)K i Frame x(F Lange Brace �)K x(-Reference appropriate Shop Erect. Dwg. Cross Sect. For Welded BoLt Strength and Brace Size Clip x)K—Reference Roof Plan Erect Dwg for BoLt Size and Strength at PurLin to Frame` Conn. BR1 05 See SldeLap Fastener Layout for spacing Sealant Tape (continuous) (turned down at eave) SECTION THRU SIDELAP Sealant Tape Use Above and Be Low FILLor Strip Eave Strut CLosure Trim Inside F(LLer Strip Gutter Lap as shown (Lap Eave Trim same as Gutter, CauLk and Pop Rivet as req'd) Gutter Strap (36' o/c) 2".T 4' 2' 2" Kirby Rib II Roof PnL. Gutter 2"3i- 4441 _ Girt or PurLin I� Shop Welded Clip (typ) x(—Reference appropriate Cross Sectio ti Erection Dwgs. for BoLt and Brace Sizes UphiLL or Peak PnL. _�� Sealant Tape (typ. at End Laps) — Sealant Tape (typ. at Side Laps) l— DownhiLL or Eave PnL. Rake Trim PEAK PANEL, ENDLAP AND EAVE FASTENER LAYOUT #12 X 1}"SDS CW/WASHER) INTERMEDIATE PURLIN FASTENER LAYOUT (9) PER PANEL #12 X 1}"SDS (W/WASHER) General Notes. (3) PER PANEL 1D Locate the Center of the First Major Rib ExactLy Over 5O In the Event a Screw Is InstaLLed In the Wrong Location or ShouLd Steel, Line -Attach PoneLs Than Attach Cap Sheet. A Screw Break During the Driving Process, Remove the Screw and 2O Each Side of KlrbyRlb Panel. and the KlrbyR11b Cap Must Insta LL One of a Larger Diameter to Prevent Leaking. IF Removal of Be Run in Conjunction w/Each Other to Insure Correct ALlgnment. Screw Remnant Is Not PosslbLe, Water Proofing Measures are to be 3O Refer to Different Sections on Erection Drawings for Details © Taken to Prevent Leaking. Concentrated Heavy Loads (Personnel. or Moterlals) Occuring on Roof ReLating to Eave ALlgnment of Roof PaneLs, Sealer App Location, During Construction Sha LL be Distributed Uniform Ly Over a Large Fastener Types, and Spacing and Bul Lding Accessories Located On Roof. Area in Such a Manner as to Prevent Damage to BulLding Components. 4O ALL Damaged Paint Finishes are to be Retouched to Prevent Rusting.0 ALL Metal, Shavings Occuring as a Result of DrILLing Operations on the Roof are to be Removed In Such a Manner as to Prevent Damage or Staining of Roof Finish.(This ShoLL be Done at the End of Each Day.) SIDELAP FASTENER LAYOUT ,*14 X $' SOS CW/WASHER) PL1 48 NOTES: 5. BOLT LENGTH MAY VARY IF NOTED ON 1. SHEETING AND TRIM FASTENERS ARE THE SAME COLOR ERECTION DRAWINGS. AS THE FIRST PIECE OF SHEET METAL THROUGH 6. BOLT STRENGTH MAY VARY IF NOTED ON WHICH THE FASTENER PASSES. ERECTION DRAWINGS. 2. BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMER 7. USE }' X 1#" A325 BOLTS AT ALL PURLIN LAPS. COLORS. 8. USE fo X 1'r" A325 BOLTS AT ALL PURLIN 3. BRONZE COLORED TUBE SEALANT IS PROVIDED FOR TO FRAME CONNECTIONS. DARK BRONZE SHEETING AND TRIM APPLICATIONS. 9. DRAWINGS ARE NOT TO SCALE. WHITE TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS. 4. FASTENERS FOR ALL TRIM ARE REQUIRED AT 1'0' ON CENTER UNLESS NOTED OTHERWISE. USE TUBE SEALANT AT ALL TRIM SPLICES. 1� 2"3V m 2) L a > -fe Frame )K(4) Jff0 X 1� A325 OR A307 BOLTS F Lange Brace Ctyp) x( x(-Reference Roof Plan Erection Dwgs. for BoLt Size at PurLin Strength to Frame and Conn EAVE STRUT BOTTOM PANEL TAPE SEALANT ROOF PANEL If1rr- JtfiLAIN I C, I.VIV I IIV VUJ IVY' AND BOTTOM OF INSIDE CLOSURE) PL154 Y4"X 31s " TAPE SEALANT AT LAPS TOP PANEL` SEALANT MUST BE CONNECTED FROM THE TOP OF THE PANEL TO THE TOP OF THE CLOSURE TAPE SEALANT AT LAPS TAPE SEALANT (CONTINOUS TOP AND BOTTOM OF INSIDE CLOSURE) RAFTER FLA IN URLIN CLIP BRACKET (PC04 OR PCOS) 1 Y—)(C4) iff0 X 1 }"A325 OR A307 BOLTS w-SEE ROOF PLAN FOR LOCATIONS AND REQ D BOLT STRENGTH BR 1 26 HILLSIDE WASHER NUT AND FLAT WASHER n CABLE WEB OF FRAME BR 1 55 DUE TO KIRBY BUILDING SYSTEMS CONTINUING PROGRAM OF PRODUCT IMPROVEMENT, OUR CURRENT CUSTOM ERECTION DRAWINGS ARE BEING UPDATED. ANY REFERENCE TO 1/2' x 1" AND 1/2" X 1 1/4' A307 BOLTS ARE TO BE REPLACED WITH 1/2' X 1 1/4' A325 BOLTS. ANY REFERENCE TO 1/2' X 1 1/2" A307 ARE TO BE REPLACED WITH 1/2' X 1 1/2 A325 BOLTS. SUBSTITUTE THE DESIGNATED BOLTS AND INSTALL AS NOTED. } ' *12xi-1/4' SDS CAD It AT BRACKET ONLY SCREWS C2'0' 0/C) TYP. (SCREWS NOT REQ'D 9 LAPS) LAP BOLTS REF. BR152 OR BR153 PURLIN -- ------------------------------ - 4. - -------- ANTI-ROLL I x 1" BRACKET A307 BOLTS }'p, x 1" _—►,y, A307 BOLTS -��y}}}},�' i ---- ----------------- -------------L_$ -- -------------------------'T"1---- 1 " 1K(6)}"0 X 1}" ANTI -ROLL PURLIN A307/A325 BOLTS W/ WASHERS 1 (FLAT WASHER (FW) W/A307 BOLTS) RAFTER FLANGE I (HARDENED WASHER (HAW) W/A325 BOLTS) (TYP.) LAP VARIES LAP VARIES EYE BOLT MASONRY WALL ¢ CREF ROOF PLAN) �-SEE ROOF PLAN FOR LOCATIONS AND REO"D BOLT STRENGTH BR 1 56 �12 X 1"SDS 6" w/wash / (9)per pnL. 1" S" ROOF PnL.-- f > " X �' or-� C X i" Pur L i n SeaLant tape COUNTER FLASH (NOT BY MANUFACTURER) —MASONRY FASTENER (NOT BY MANUFACTURER) "H LT" ,,—ROOF PANEL #14 X J"ZAC "GC22" 010" OTC) CLIP W/ TAPE SEALANT ------------------------------- "x1 A325 BOLTS PURLIN LEDGE ANGLE x1 j" A325 BOLTS --MASONRY ANCHOR (NOT BY MANUFACTURER) IMAI 01 PL200 FORREST J. RUSSELL FLORIDA P.E. x51590 P.O. BOX 390 PORTLAND,TN. 37148 4 441& NS4N A 4►U/q�OFCrr04 4CZ P90pp N AFss "N pF, ��77COWCYk SOY FCr NS "4'_6P 1 CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT, ISSUE DESCRIPTION BY DATE Kjf A APPROVAL SRB 11/04/10 Building Systwu A FILJC on KIRBY BUILDING SYSTEMS 0 124 KIRBY DRIVE 0 PORTLAND, TN 37148 TITLE: ERECTION DETAILS DRN.BY, BUILDER: AHRENS COMPANIES DATE: CUSTOMER:NATIONAL NAVY UDT—SEAL MUSEUM CKD.BY: LOCATION: FORT PIERCE, FL DATE: ID NUMBER:K10V0477 MBS JOB N0: K1OV0477A DWG.NO,D1 OF,2 Gutter Strap (Typ . ) Eavee Gutter --'- See PL194 For Downspout Attachment to Gutter Downspout Splice (3) Pop Rivets Downspout — w/ELbow (DSA) Roof PaneL Eave Strut "MET" Trim Masonry WaLL Downspout Strap CDSR) Attachment to Masonry WaLL (Not by K.B.S.) Use Pop Rivets for Strap to Downspout JPLI 97 NOTES: 1. SHEETING AND TRIM FASTENERS ARE THE SAME COLOR AS THE FIRST PIECE OF SHEET METAL THROUGH WHICH THE FASTENER PASSES. 2. BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMER COLORS. 3. BRONZE COLORED TUBE SEALANT IS PROVIDED FOR DARK BRONZE SHEETING AND TRIM APPLICATIONS. WHITE TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS. 4. FASTENERS FOR ALL TRIM ARE REQUIRED AT 1'0' ON CENTER UNLESS NOTED OTHERWISE. USE TUBE SEALANT AT ALL TRIM SPLICES. 5. BOLT LENGTH MAY VARY IF NOTED ON ERECTION DRAWINGS. 6. BOLT STRENGTH MAY VARY IF NOTED ON ERECTION DRAWINGS. 7. USE X 1+' A325 BOLTS AT ALL PURLIN LAPS. B. USE X 1+' A325 BOLTS AT ALL PURLIN TO FRAME CONNECTIONS. 9. DRAWINGS ARE NOT TO SCALE. Gutte Cau Lk w i th- ELastomeric Sealant Pop Rivet Field Bend Bottom of Gutter Down into Downspout ownspout Bottom of Gutter Cross -Cut Section "A" PL_ 1 J4 Lap Varies TAPE SEALANT CCONTINOUS TOP AND BOTTOM OF INSIDE CLOSURE) APE AT SLAPS NT GUTTER STRAP (GTS01)(36"o/c) BLIND RIVET (1 PER STRAP) EAVE GUTTER (EG) #14 X J" ZAC (0'6" 0/C) MASONRY EAVE TRIM (MET) 3" MASONRY ANCHOR — (NOT BY MANUFACTURER) Lap Varies MASONRY WALL 1 "--h Pur L i n--, I Pur L in rt-1 FLange Brace iffO x 1" A307 BoLts 1, 0 x 1 �, A307/A325 BoLts Reference Roof Framing Plan 1 for BoLt Strength Reference Roof Framing Plan for PurLin Laps. If a FLange Brace is Required at a PurLin with a 2'4 V Lap, Use One +"O BoLt for Lap and FLange Brace Connection. If FLange Braces Require A325 Bolts (Reference Frame Cross Section) Use �"O x 1'' A325 BoLts at Both Ends of FLange Brace. PR1 10 4XJ"ZAC PER STRAP) SHEETING ANGLE (SA02) /--ROOF PANEL —INSIDE CLOSURE W_/ TAPE SEALANT TOP AND BOTTOM #12-14x1 j" ZAC (0'4" 0/C) �— #12 X 1J" SDS W/O WASHER (1'0" 0/C) \-- EAVE STRUT NOTE: TAPE SEALANT IS REQ'D BETWEEN GUTTER STRAP & ROOF PANEL AT SCREW LOCATIONS MA166 DUE TO KIRBY BUILDING SYSTEMS CONTINUING PROGRAM OF PRODUCT IMPROVEMENT, OUR CURRENT CUSTOM ERECTION DRAWINGS ARE BEING UPDATED. ANY REFERENCE TO 1/2' x 1' AND 1/2' X 1 1/4' A307 BOLTS ARE TO BE REPLACED WITH 1/2' X 1 1/4' A325 BOLTS. ANY REFERENCE TO 1/2" X 1 1/2' A307 ARE TO BE REPLACED WITH 1/2' X 1 1 A325 BOLTS. SUBSTITUTE THE DESIGNATED BOLTS AND INSTALL AS NOTED. EAVE STRUT (4)Y2'O X 1Y4' A325 BOLTS u2y� NOTE: REFERENCE CROSS SECTION OR ROOF FRAMING ,N FOR DEPTH OF EAVE STF FORREST J. RUSSELL FLORIDA P.E. *51590 P.O. BOX 390 PORTLAND,TN. 3714E COLUMN OR RAFTER PR321 A 9eSjAF/10 44NSANDA(� rodSQBYP/, 4Coq, Oft ONS 0 Nfc �yS� 9K 00s all f�y� ���y a�r0 ✓c�,��R �r �s. abh e�i a /e'an �7OUr�7 (Y, :.o CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY"S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. ISSUE DESCRIPTION BY DATE r#j" A APPROVAL SRB 11 /04/10 Building — :1 System A tYYC=A COmmw KIRBY BUILDING SYSTEMS 0 124 KIRBY DRIVE 0 PORTLAND, TN 37148 TITLE: ERECTION DETAILS DRN.BY: BUILDER: AHRENS COMPANIES DATE: CUSTOMER:NATIONAL NAVY UDT—SEAL MUSEUM CKD.BY: LOCATION- FORT PIERCE, FL DATE: ID NUMBE R:K10V0477 MBS JOB NO: KlOV0477A DWG.NO:D2 OF,2 a) REVISIONS BY SPECIFICATIONS FOR Z NATIONAL NAVY UDT - SEAL MUSEUM d 0 PROPOSED 8,523 S.F. ADDITION U 3300 NORTH HIGHWAY A1A FORT PIERCE, FL 34949 01 GENERAL CONDITIONS - CONTINUED 03 CONCRETE - CONTINUED 08 DOORS. WINDOWS & GLASS - CONTINUED Z 2 AUGUST 16, 2010 6. Six and one-half percent (6.5%) Florida sales tax, by Owner. 7. Concrete finishes as follows: d. Interior office doors as follows: Q 7. Assumed 2,500 p.s.f. soil bearing value. a. Interior: Hard trowel finish. 1 Qty: Eight (8). 2 REVISED DECEMBER 15, 2010 8. Building layout, tie-in and finish floor certifications and building as -built by a b. Exterior: Light broom finish. 2 Size: 3070. ¢ certified land surveyor. 8. Concrete slab thickness as follows: 3 Type: Solid core masonite pre -hung, wood frame, paint -grade. LL 9. Fill compaction testing. a. 4": Sidewalk, A/C pads, stoops, building slab. 4 Standard 3-1/2" Colonial casing. Z 01 GENERAL CONDITIONS 10. Existing Backflow preventer shall be used for water service. 9. Concrete labor placement. e. Labels: Required for all rated door assemblies. 0 11. All construction to comply with the latest revised building codes and 10. Saw cut control joints building slab as scheduled. 2. Finish Hardware as follows: W A. Owner shall be responsible for the following: local zoning ordinances as they might apply. Notifiy engineer and Owner 11. All work shall be in accordance with local building codes and ordinances. a. It is intended that the hardware listed below will provide an example of all rn 1. Permit and impact fees. immediately if any discrepancies are found based on applicable code. (2007 Florida Building Code w/ 2009 revisions.) finish hardware to complete the project. Any hardware not specified herein 2 2. Any utility connection fees (sanitary, water, electric, phone, etc.). 12. All trades to verify existing dimensions, grade levels, quantities and conditions 12. Design wind loads are based on a velocity of 150 m.p.h. 3 second gusts, shall be provided and be modified to that specified for similar openings. W 3. Builder's Risk Insurance. prior to starting work. Exposure C, Importance Factor 1.0. b. Products Manufacturer/Model Hinges Design BB5 NRP 4.5 x 4.5 26D d o 4. Accent lighting. 13. All labor to be first class by skilled mechanics in each respective trade. Defective 13. Foundation design is based on 2,500 PSF min. allowable bearing pressure (confirm with m � N°' 5. Signage. installations will be repaired or replaced at contractors expense without delays, soil reports). Entrance/office lock Design X-82 U526D F ■ H i 6. Temporary construction facilities (electric and water). per engineers approval. 14. Provide 6 mil vapor barrier under building slab. Privacy lock Design X-76 U526 I- _ -ileo 7. All site work except for sidewalks and stoops (no parking lot of driveways 14. All questions to be first directed to engineer prior to proceeding with work in 15. Building pad shall be compacted to 95% proctor. Exit Devices/Levers Falcon 25 Series Ives W5407 3 z pr LOM included). All additional sitework required by St. Lucie County, as shown on question. 16. Provide 1/8" wide x 1/3 depth sawcuts for building slab. Wall bumpers co oM these plans, shall be considered an additional service. A Change Order shall 15. Substitutions not permitted unless approved by engineer and Owner. 17. Finish floor elevation = 8.0 (raised via Change Order). Kickplates Rockwood F W Z o� `` be created for the related design and construction. 16. Shop drawings and submittals for approval by engineer and Owner to installation for: 18. Provide steel reinforcement in ICF walls per structural engineer. Thresholds NGP 896V Weatherstrips NGP 505 0 2 L U m 8. Racking or shelving. prior 19. Concrete testing per code. J� 9. Appliances (vending machines, refrigerator, microwave, dishwasher, etc.). a. Pre-engineered metal building. b. Windows and 20. 5" concrete pump for building slab. height Closers - Exterior Design 416-AL Closers -Interior Dor-O-Matic SC81 3 Q N a w 10. Landscaping and irrigation work and design. glass. 21. ICF wall system with 6" thick concrete, full per plans. = w W 11. Initial survey work, if required. c. Doors and frames, including product acceptance/approval. 22. 110 I.f. 1/2" x 4" asphaltic expansion joint where site concrete abuts building slab. Push/pull Rockwood listed Owner En ineer / Z 0 O `Z Dg 12. We shall assume we are able to connect new building sanitary service into the d. Toilet accessories and partitions. p c. Use hardware above or approved substitute. 9 PP Ul C7 existing lift station located on the west side of the existing museum (any required e. Cabinets and counters. 04 MASONRY (NOT USED) 3. Interior windows as follows: w V Q t 0 upgrades will result in additional ex enses). f. Mechanical equipment. a. Type: Aluminum frame non -impact mini -sash, fixed. 0of 13. Fire sprinkler system and fire line added via Change Order). g. Electrical equipment and fixtures. b. Glass: Clear tempered safety glass per code. j M 14. Soil borings. h. Plumbing fixtures. 05 METALS c. Quantity: Two (2). Z m ID E 00Z 15. Site plan approval fees. i. Overhead door. d. » » Size: 6 -0 w. x 4 -0 h. with center mullion. Q , a Y 16. Removal of unsuitable soils, if encountered. j. Hardware A. Ahrens shall be responsible for the following: 4. Overhead door as follows: Ir to 17. Any unforeseen conditions resulting in addtional expenses. k. Vinyl base. 1. Pre-engineered metal building anchor bolts. a. Type: Roll -up insulated commercial overhead door. 0 LL w �� 18. Any modifications to existing building. I. Reinforcing steel. 2. 1/2"0 expansion anchors for attachment of ledger angles at top of ICF end walls b. Gauge: 24 F w� 19. Security system. m. Exhaust fans. and eave struts at top of ICF sidewals. c. Design loads: 150 m.p.h. 3 second gust65 (+/-65 PSF). Z 20. Phone, computer, cable and/or intercom systems. n. Fire sprinkler system (via Change Order). 3. All beams and miscellaneous steel shall be Grade A-36. d. Size and uantity: „ W o 21. Furniture (desks, tables, chairs, etc.). o. Fire alarm equipment and alarm detection devices. 4. Hilti or approved substitute bolts shall be galvanized. PP 9 1 One 1 14 -0 w. x 14 -0 h. ) ( 2 7 22. Window treatments (exterior windows have been eliminated). p. ICF wall system. 5. All structural steel shall be shop painted and touched u in field b erector. P P P Y e. Accessories modifications: U 23. Audio /visual equipment (projectors, screens, televisions, speakers, etc.). Insulation. . 6. All steel connections to be field welded and/or bolted in accordance AISC , 1 Insulated steel slats. 0 24. Electrical drops, pedestals (floor receptacles required for displays have been added r. Concrete mixes. standard practice, or metal building manufacturers recommendations. P 9 2 Standard color finish. 0 via a Change Order). s. Plastering. 7. Metal studs as follows: » 3 Chain hoist operation. co 25. Anything required for displays (platforms, enclosures, etc.). t. Acoustical ceiling system. u. Fire extinguishers. a. Partitions: 20 or 25 gauge galvanized 0 16 o.c. per plans. " 4 Perimeter trim seal, top brush sweep. _ F (, U 26. Stages or seating. 8. 1/4 diameter x 3 Topcons for metal building (lashings to ICF per plans. 5 Interior slide lock. W 27. Underground electrical service or existing building service change. 17. 18. Structural inspections, as needed. Shop drawing review. f. 6 Bottom gasket and perimeter weather stri in 9 P PP h, Mfr.: Best Doors II approved EP(gN N T CD FPL service to exist. pole shall be added via a Change Order ( P 9 )• 19. Architectural inspections, as needed. P OG CARPENTRY or substitute. A9� SgNO 28. 29. Emergency generator and transfer switch. Test and balance A/C system by independent testing laboratory. 20. 21. Estimating. Prints. A. Ahrens shall be responsible for the following: REQuAEpECrT0AA��PgOPOS 09 FINISHES AtAYlg� Byl;1,64 yCOPgEC e0W' 0 1 S 30. Final hook-up of all electrical work associated with Owner equipment/displays. 22. Long distance calls. 1. One 3/4 board, per electrical al dtal � �'OA>!pq F Ssq,gyly crogsr 's Z L CD 31. Satellite system. 23. Mailing costs. 2. 3. Back(1) blolckioodbph behind thone oilet extinguishers, cabinets. 9 »g » Pressure treated 1 X 4 and door headers. A. Ahrens shall be responsible for the following: 44�+,o O9pE•9r N7 P 9 ur O Q Q 32. 33. Performance and Payment Bond. Y All link fencing / if 24. 25. Milea a ex enses and tolls. 9 P First 4. nailers at window Cabinets and counters as follows (see allowance): 1. Painting as follows:O 9 Opp } d r Q chain gates work, required. aid. 9 I.f. lowers, 12 I.f. a. Scope: 0 (� 34. Dumpster enclosure, if required. 26. Weekly Safety meetings. a. Lounge: of of uppers. 9 � PP b. Women's 12 I.f. counters. 1 Stucco exterior complete, including walls, pilasters and bands. 0 U. 35. 36. Temporary site fencing. Site hotometrics Ian or site lighting. p 27. 28. Job photographs. required. General miscellaneous labor, as re q restroom: c. Men's restroom: 6 I.f. counters. 2 Interior and exterior hollow metal doors/frames. 3 Exterior door. 0 ZCD W Q 37. Floor finishes, as required (except Asford Formula and vinyl base). 29. 30. Permit processing. Close-out list, d. 4" backsplash and toe kicks. e. 3/4" article board with plastic laminate counters, boxes, doors and shelves. P of overhead 4 Interior masonite doors, wood frames and casings, concrete and gypsum board. .J O 0 38. Storm Water Pollution Prevention Plan SWPPP , design and/or processing. ( ) 9 / p 9 manual with complete subcontractor/supplier contact warranties, P f. 4 {' P 5 Gyp. board walls. � ' 39. Any improvements to existing facility. submittals and operation manuals. wire pulls. Standard drawer » 6 Exposed steel columns above 10'-0" a.f.f. and all exposed rafters and �-cc _ 40. New water meter tap and connection, if required. 5. glides. g' 9 2 x 4 wood blocking at windows and doors. components not covered b black vinyl insulation. P y y Q 0 Q 41. Removal or replacement of unsuitable materials or special bedding due to 02 SITEWORK b. Caulking of all joints between door and window frames, concrete and Z Z 0 = J 42. unsuitable materials. Cleaning, testing and repair of existing utility lines, if applicable. A. Ahrens shall be responsible for the following: 07 MOISTURE PROTECTION c. gypsum board. Color schedule: to be selected. NMr Q LL 43. Potential existing utility underground conflicts are not shown and not included. 1. Finish floor elevation shall match existing adjacent building (raised via Change Order). d. Painting and finish schedule: F- LJJ 44. Sheeting, shoring and/or dewaterin , if required. 2. Building pad compaction based on standard soil conditions. No specialty compaction included. A. Ahrens shall be responsible for the following: 1) Stucco: Prime coat and two (2) finish coats of exterior flat latex paint, - LJ,J V 45. t Florida Sales Tax (Owner is exemp. 3. Termite soil poisoning building slab. Provide one (1) year warranty. 1. 6 mil visqueen vapor barrier under building slab. mil thickness as recommended by selected mfgr. Ui W (f) 4. Clear and grub area to accommodate building as required. 2. Roof jacks for plumbing vent penetrations. 2) Hollow metal doors and frames: Prime coat and two (2) finish coats Z O O W B. Allowances / Qualifications 5. 200 c.y. import fill (see allowances), spread and compacted to 95% AASHTO-T180. 3. Insulation: of alkyd industrial enamel or approved substitute. (Semi -gloss) Q � Z 1. 2. Imported Fill: 200 c.y. Cabinets: $3,000.00 6. 7. Build/compact building pad. Finish site grading for 10 feet outside building perimeter. a. Exterior walls: 1) ICF full height wall system with 2 5/8 interior and exterior rigid insulation 3) Overhead door exterior: two (2) coats industrial enamel color per elevations d 2 O CL o 3. Toilet Accessories: $1,600.00 8. Perimeter silt fence: 500 I.f. (R-24 minimum tested). No additional vapor barrier required. (primer by mfr.). 4 Masonite doors: Sand and paint with two (2) coats latex semi -gloss. 0 0 J 4. 5. Fire alarms stem: $8,000.00 Y Ornamental metal fencing: $1,200.00 (eliminated w/ vestibule Change Order). 9. On site concrete (adjacent to building): a. Areas: door stoops, A/C overhead door apron per site plan. b. Interior walls and ceilings: » 1) Provide sound insulation 3 1/2 (R-11) onlyto restrooms walls as indicated 5 Gypsum board: Prime coat and one finish coat of flat latex. "Dry N CL C'7 M pads, b. Quantity: per plan (sidewalk on east end deleted). on plans, marked with hatch lines (to 9'-0"). 6 Exposed structural steel: One (1) coat Sherwin Williams Fall" or Z W O C. Ahrens shall be responsible for the following: „ c. Thickness: 4 . »a 2) Provide 6 (R-19) batt ceiling insulation over office and restroom ceilings. PP roved substitute.LL 7) Wood frames and casings: Sand, with one (1) coat latex primer 2 1. 2. Required proect supervision and management. Architectural engineering drawings which will include the following: d. Reinfrocing: fibermesh. c. Metal building insulation - Roof: pirme anduwith two 2 coats semi -gloss latex point. point () g p Q a. Title Sheet. e. Finish: Light broom. 1 Roll -runner application system utilized. 2. Suspended acoustical ceiling system as follows: LL b. Architectural Site Plan, details. 10. f. Concrete: 3000 PSI grade minimum. Water Service: 2 R-30 total insulating value. » 3 Lower layer = 6 (R-19) black reinforced vinyl -faced metal building insulation � a. " » Acoustical ceiling board -offices/lounge: Armstrong 704 Cortege 24 x 24 0 } c. Site Electrical plan. d. Fire Alarm plan. a. Connect to building side of existing meter/service. » set parallel/between the purlins. » b. 5/8 inch tegular lay -in. Acoustical ceiling board - restrooms: Armstrong vinyl Moisture resistant g g y gyp• F ¢ e. Roof Framing b. 100 I.f. 1-1/2 PVC SCH 40 underground water service to building. 4) Upper layer = 3 1/2 (R-11) unfaced butt insulation set on top of the purlins 24 x 24 tegular lay -in. W plan. f. Reflected Ceiling plan. 11. Sanitary Sewer Service: a. Connect to existing E-1 lift station (any required upgrades not included). 4. and perpendicular to purlins. Miscellaneous caulking at windows and doors as required: Tremco Mono or approved c. exposed 15 rid with Suspension system: Armstrong7300 series ex 16 inch P / 9, 0. 0 z g. Floor plans. h. Architectural elevations. b. 80 I.f. 4 PVC SCH 40 sanitary service to building. product. d. angle wall molding, Color: WHwhite enamel. Areas: See finish schedule. d i. Required building/wall sections. 12. Temporary site fencing for construction shall be added via a Change Order. 5. Concrete floor sealer as follows: e. » Provide 6 (R-19) batt insulation above all tile areas. W 2 _ j. Door, window, finish schedules. 13. Additional site work via Change Order as required b St. Lucie Count and ( 9 ) q Y Y a. Ashford Formula concrete curing compound for building slab. 9 P 9 f. Height: 8'-10". F r- k. Miscellaneous details. as shown on site plans: 6. Fireproof penetrations as required.CD 3. Stucco as follows: N ! Foundation plan, details. a. Perimeter berm along west end to elevation 6.8. a. ICF exterior wall bands and pilasters -rigid insulation provide by ICF p C)I. I o m. Plumbing plan. b. Designated 17,500 s.f. retention area. 08 DOORS WINDOWS & GLASS company (see elevations). Z � w n. Air Conditioning plan. c. Fourteen (14) downspout adapters for connection to manifold system. » b. Apply bonding agent and paper -backed metal lath over all areas. Q � , ate. o. Electrical plans. d. 6 and 12 A.D.S. downspout manifold piping system as shown. » A. Ahrens shall be responsible for the following: c. " Apply standard three (3) coat 5/8 thick light textured stucco at all wall 0 I2FZ5 N W W -- p. Energy code calculations. e. 20-0 Ion section of 12 PVC C900 piping under vestibule. � 1. Personnel doors and frames as follows: surfaces. W i- 1Ir N q. Pre-engineered building structural drawings. f. Two M 15 diameter A.D.S. yard drains. a. Exterior hollow metal doors and frames (standard exterior - impact rated): d. All bands and pilasters shall receive sand finish.r. Water and Sewer Utilities plan, details. g. One Type C pre -cast concrete ditch bottom inlet. 1 Three 3) 6070 flush pair. e. Include built-up parapet caps, back side of parapet walls and roof transition (7 = a x o 3. Temporary construction toilet, storage unit, fire protection and phone. 2 One 1 3070 flush in Vestibule. fleshings. } DATE 4. Project site clean-up. 1 P 03 CONCRETE 3 One 1 6070 flush 90 min. rated. 4. Metal stud framing as follows: a. 12-�s-�o a. Construction dumpsters as required. 4 16 gauge frames, one piece welded assembly with mitered, reinforced corners. a. » » 3-5/8 or 6 x 25 gauge metal studs 0 16 o.c. 0 required for walls, 9'-0" high. 0 SCALE 5. Finish clean-up to include: A. Ahrens shall be responsible for the following: 5 ICF concrete jambs. b. " " 10'-0" high. 1-5/8 x gauge metal stud furring ®16 ® boxed -in columns, g 0 NONE a. Removal of all construction material and equipment. 1. Foundation design. 6 18 gauge flush type leafs. c. Interior perimeter walls are ICF. No furring required. Gypsum board glued and screwed im required. N DRAWN b. Broom sweepinterior of display areas. p y 2. Foundation forming. 9 b. Interior Hollow metal doors and frames (interior): directly to rigid insulation plastic backing. JAO Joe c. Clean and wipe down interiors of finished offices ace. p p 3. Footer, grade beam, column ad and ICF reinforcing steel Grade 60. 9 P 9 � 1 One (1) 6080 flush pair (height raised via Change Order). Z ? d. Two full height walls to roof deck bath sides of office/bath core, 3 5/8 x 20 go. - d. Clean all door and window frames inside and out. 4. Control joints for building slab. 2 16 gauge frame, welded. metal studs ®16 o.c. w/ intermediate horinzontal bracing at 3rd points. l s 3 10-000046 SHEET e. Clean bath area fixtures. / 5. 6x6 W1.4XW1.4 WWM reinforcement for slab flat sheets, � 3 18 gauge flush door leafs. 5. Gypsum board as follows:� f. Subcontractors are required to deposit waste at location chosen by contractor 6. Concrete as follows: 4 Non -rated. a. 5/8" regular or Type 'X' bond throughout as required. (within 100' of the building). a. 3000 p.s.i. grade: All concrete (regular mix for slabs and pump mix for walls). 5 Metal stud framed opening. 6. Vinyl base: vinyl cove base ®all walls. W S PC 1 c. See Door Schedule for frame ratings. I F OF 2 SHEETS (A W_ REVISIONS BY Z a 10 SPECIALTIES 15 MECHANICAL - CONTINUED 16 ELECTRICAL - CONTINUED o A. Ahrens shall be responsible for the following: 2. HVAC system as follows: s. 2) Bathroom exhaust fan 100 and 150 CFM. 0 1. Toilet and bath accessories as follows: a. Surface —mounted toilet tissue dispenser: ASI 0030 (4 required). a. Air conditioning installed per all applicable codes. t. 20) 4 4 lamp T5 Fluorescent Hi —Bays. Z w b. Mirrors: 24"w. x 36"h. frameless (2 required). b. Five (5) Trane or Carrier split systems totaling 22 tons of air conditioning. U. 2) Exterior ceiling recessed fixtures. ir c. Grab bars: ASI 3201-36 (2 required). c. Refrigeration piping and condensate drains. V. 1 water heater connection. I Q d. Grab bars: ASI 3201-42 2 required). d. Five (5) emergency drain pans, float switches and vibration isolators. w. Occupancy sensors per code. 2 e. Vanity mirrors: frameless counter width (3 required). e. Four (4) smoke detectors with remote test stations. x. (2) Timer switch; single pole. f. Soap dispenser. ASI 0345 (2 required). f. Rigid fiberglass and flex for supply/return air ductwork. 2. Fire alarm system as follows: I g. Soap dispenser. ASI 0332—D (2 required). g. Single wall spiral for exposed ductwork ® galleries. a. See allowances. LL h. All accessories shall be ASI or an engineer approved substitute. h. Supply and return air grilles per plans. b. Include boxes, conduits and fixtures/equipment. Z 0 2. Provide one (1) Knox box rapid entry type model #3208, surface mounted. i. Two (2) bathroom exhaust fans, (1) Break room exhaust and one (1) exhaust 3. Six (6) fire extinguisher signs. fan in Janitor's room. to 4. Two (2) H/C signs at restrooms. j. Round galvanized pipe for exhaust and fresh air ductwork. f 5. Toilet partitions as follows: k. Exhaust and fresh air design per plans. ¢ a. Four (4) toilet stalls (2 handicap and 2 regular). I. Five (5) programmable thermostats. W d 0 0 b. One 1 urinal screen. m. Test and balance by HVAC sub contractor. Z CA 0 c. Plastic laminate material, floor mount overhead braced, plywood core, standard 3. Fire sprinkler system as follows (Change order): a. This is based upon fire sprinkler system layouts as designed by w I— W H (00) i hardware and color. proposal F too Delta Fire Sprinklers, Inc. Our sealed shop drawings are designed to meet the ¢ D 11 EQUIPMENT requirements of NFPA 13, Local Fire Department, and Florida Building Code for the details, 3 cr Z 0 �, M design criteria and scope of work herein. z 0 A. Ahrens shall be responsible for the following: b. Water supply information provided by St. Lucie County Utilities (static=55 PSI, O J 0 U_ m 1. Fire protection specialties as follows: Residual=30 PSI flowing 899 GPM) dated October 19, 2010, was used in developing this " 0 I U 0 �Y a. Six (6) bracket mounted fire extinguishers. proposal. It has been verified by the county that we can utilize the existing 6 water main on the east side of A1A. Should the water supply vary in or after the F � Or w a Na b. Extinguishers: Larsen s manufacturing Company MP5—A (6 required) quality quantity test date the Buyer be for by 3 W w c. Brackets: B-2 (6 required) above, will responsible any additional work necessitated Z w Z L) Y d. Approved substitutions by engineer are allowed. the lesser condition. c. The project is a design build project. 0 W w O C7 g d 12 FURNISHINGS (NOT USED) d. Wet pipe systems of automatic fire sprinklers to be installed throughout entire building. The herein to be hydraulically designed the NFPA 13, w 0 0 0 system specified are per requirements of ¢ latest Edition standards. Hydraulic calculations shall be provided to prove that full density 0° 1, 13 SPECIAL CONSTRUCTION requirements can be met using municipal water supply as the primary supply. ZIR �Z e. Design Criteria — Ordinary Hazard Group I: all areas shall be hydraulically calculated for Q (9 12 A. Ahrens shall be responsible for the following: a density of .15 GPM over the most remote 1500 s.f. Sprinkler heads shall be max. 130 s.f. IN (0 , 1. Kirby Building Systems pre—engineered building as follows: spacing per NFPA, 286' F.0�� a. Size: f. Pipe and fittings: F w� c, 1) 70'-0"w. x 120'-0"I. x 18'-0" low eave. 1) All piping I ing# Is the be black steel, Sch 40, in accordance with NFPA 13, latest edition as W o a) Bay spacing: two (2) 17'-6", two (2) 25'-0", two (2) 17'-6". selectedby Delta Fire Sprinklers, Inc. or approved substitute. b. Roof slope: 1 on 12, gable with center (dge. g. Hangers: c. Design loads: 1) Necessary hangers in place to support sprinkler piping in accordance with NFPA #13, 0 1 Frame live load: Per approved shop drawings. latest edition. 0 2 Roof live load: 20 lbs. Tributary area deduction. h. Fire department connection: N 3 Wind load: 150 m.p.h. 3 second gust, Exposure C. 1) Provide one (1) 4" x 2 1/2" x 2 1/2" rough brass fire department connection, with 4 Collateral load: 7 lbs. check valve per site plan. F 5 Miscellaneous: UL 90 uplift. i. S stem control valves. W 6 Importance Factor: 1.0 1� Provide one (1) indicating butterfly type, valve monitor. 7 FBC 2007 Code w/ 2009 revisions. j. Alarm devices: d. Roof panel: 1) Provide one (1) waterflow indicating switch, valve monitor switch and electric bell. ¢ 1) 24 gauge, zinc —aluminum, "R" screw down roof panel with k. Drain piping: twenty year material warranty (see sample warranty). 1) Main drain to property drain system, run to an accessible place for discharge at point e. Wall panels & trim as follows: N/A. selected by contractor. Piping to extend to existing grade to prevent staining of exterior Q Q f. Accessories as follows: wall surface. fittings: Per a Q 1 Walls open full height for ICF, 11 1/4" total thickness. I. Underground pipe and plans. Double 0 Q M 2 No bay bracing required — ICF shear walls. m. check valve assembly: LL 3 Standard gutters and downspouts (248 I.f.) 1) Provide and install one (1) 4 inch diameter above ground double check valve assembly 0 W Q 4 Seven (7) downspouts required at pilaster locations, each side. to prevent backflow at the point of connection to the city water supply. Fire hydrant: One hydrant F Q One (1) downspout at east end of Vestibule. n. (1) assembly complete per plans. 0 5 Roof —to —wall transition flashing, both end walls. o. One (1) post indicator valve per plans. D LL = 6� One (1) 10'-0"w. x 12'-0"1. Vestibule with ICF walls, high side eave trim, p. Flushing and testing: IQ: standard gutter and downspout @ low eave (10'-3 1/2" A.F.F.), 1:12 single slope to 1) Provide necessary testing and flushing of piping as required by Owner's underwriter and Z Q 0 east, roof to match main building, roof —to —wall transition flashing. local codes. Q 7) Two (2) 10'-0"w. x 5'-0"I. entrance canopies with 30" drop fascia, soffit, q. Requirements of regulatory agencies: D Q LL standard eave trim, open walls, ledger angles, 5:12 gable roof, blue accent 'R' 1) All work shall be approved by the local fire department, prior to work commencing, to 26 gauge panels for roof, walls and soffit, trim as required. subject to the limitation contained herein. � 8 Straight columns to 10'-0" a.f.f. minimum, maximum 18" deep. r. Reference standards: LJJ V 9; Provide nelson studs or approved substitute at backside of flange for concrete 1 NFPA #13 Sprinkler systems. in W Co connection. 2 NFPA #14 Standard pipes. Z O 0 UJ 10 Eave struts set in 11 1 4" to accommodate ICF full height walls. / g 3 NFPA 24 Undergound Fire Mains. Q �QZ� 11 Provide roof panel fastening angle to top of ICF. 4 2007 FBC w/ 2009 revisions. ( O 12 Ledger angles at end walls, no columns required. s. Submittals: 2 0 Z 0 13 Metal building is engineered to absorb wind load from ICF walls. 1) Shop drawings and product data: Working plans shall be prepared to include data 0 14 Rigid frames. required by the local fire department. Submit to the Buyer one (1) set of drawings CL (� 15 Standard red oxide primer. bearing the stamp of approval of the local fire department. Z co g. Pre—engineered metal building erection. 2) Test reports and certifications: Upon completion of final inspections and tests as required W LL by the various authorities, submit copies of Contractor's Material and Test Certificate, Parts A and B, to the local department. I Q 14 CONVEYING SYSTEMS (NOT USED) 0 0 15 MECHANICAL 16 ELECTRICAL A. Ahrens shall be responsible for the following: A. Ahrens shall be responsible for the following: 1. Electricals follows: �ESEPWNS W ApFSU ANDg4IP d 1. Plumbing as follows: Install PVC vent under floor, through roof, connect to existing stem as a. (1) 400 Amp, Single phase service, 120/24OV. Underground electrical service to ft4 p 0770ANyc 90POSFpBO 0 AYAgFN, FlFID/NSP pfi pK Z a. waste and piping, lift I.f.). FPL pole included via Change Order. O ONS n SSSgpy station (80 c hot floor, type "M" above floor. b. 10) Duplex receptacles per plans. c. 2) GFI receptacles. Y NitM INO pS W qD lD SAT 1r0 F 00 c. Install 00 fd'old��"tPVCpwateryserviceunder d. 4 Weatherproof GFI receptacles. Spq68 00 d. Commercial bath fixtures er floor Ian with flushometer type toilets. y e. 16) Gallery 120 Volt receptacles per plans. e. 1) 40 gallon electric water heater.p f. 1) Mop sink. f. 1) Electric Water Cooler. Z !� g. 2) Kitchen GFI receptacles. Q W a e g. 1 Bi—level drinking fountain. h. 1 Refrigerator outlet. _ N h. 1 break room sink with ice line and DW hook up. P i. 1� Microwave. 0 W C z w rJ L i. 2 bath floor drains with trap primer lines. j. 2 20 Amp, 120 Volt dedicated receptacles — vending. Lu j. 3 30 gallon dry wells, condensates by HVAC contractor. k. 4 Telephone/data stubs. I� 0 w o 0 k. 2 exterior wall hydrants (hose bibbs). I. A/C connections, as required. ¢ X DATE I. Plumbing layout. Dishwasher. m. . } m. Sewer and water tie in fees by Owners. n. 1 Telephone/data board. �1� Il 0 12-15-10 CALE SNONE n. Backfilling of all trenches by contractor. 0. 175 Watt MH wall packs. 0 o. This proposal does not cover the enforcement of future codes, building requirements es p. 20) 20 fluorescent lay —in fixtures. N and ordinances. p. 1" PVC condensate lines and emergency drain lines for air handlers. 16) q• 8 Emergency lights. r. 8 Exit/Emergency combinations. Z DRAWN JAo JOB 3 10-000046 SHEET < N SPC-2 �- OF 2 SHEETS 4"TH. CONCRETE SLAB 0 ALL PADS, STOOPS, 3,000 PSI, LIGHT BROOM FINISH, SLOPE 1 /2" O.A. AWAY FROM BLDG. 7 45'-10" VERIFY EXACT PAD SIZE & LOCATION W/ A/C CONTRACTOR. 18'-7" 21'-6" 17'-6" s 17'-6" 5 1 1 59'-2j" I I } T/ICF WALL = 17'-10 1/2 to I u_ IMPORTANT NOTE SHADED AREA DESIGNATES CONCRETE - RAMP SHALL BE POURED SEPARATELY 0 END OF PROJECT - LEAVE OPENING CREATE 10" THICKENED EDGE 0 EXISTING FACILITY PERIMETER TO ACCOMMODATE r_ ELEVATION CHANGE. 120'-0" T/ ICF WALL 0 = 10'-2" A.F.F. I (LOW SIDE) 25 -0 FIELq"' VERIFI ; 4 2" • " � LL 1 J N 2" RAMP ' 1:12 10" R04 Ln _ 0. oo — — — — • r---------- ii --- i I— ----- d F3 , /\ /N r--- FS 1 . %`\ /N . r — p_g 1 r I L_ J L— J I I / Y\ ♦ I �F-1 ; \\ �F-1 \ L� O RO1 ' I F-2 O N • I / / \ \ / / \ " / / \ \ r io YL T/ ICF WALL 10'-0 A.F 0 PROJECTIOP 4'-8" 1 '46'-8" : : I SLOPE RESTROOMS N 12" X 12" THICKENED : i /7'-1" : '-0" 7'-1" i 1" OVERALL EDGE 0 CANOPY SLAB ; 0 •---}---PERNET-ER-W/--------------r-------------------------------- -- ------------ tY ----------------- - -t--------------- (1) #5 CONT. SEE DETAIL 6/402. I i I I • i 1 i 1 rl �3 6'-0" 1 1' I 16'-"4" : 17'-6" : 12'-6" 12'-6" 12'-6" 1' 0" 4'-0" 1'-0I ICF COLUMNS SC TYP. : SC TYP. SC TYR SC TYP. • 0 BLDG. TO o• I 9'-4" A.F.F., R03 I TYP. (4) : SAWCUT N I LOCATIONS. : DETAIL PROPIOSED L '� 1 r I MUSEUM ADDITION 1 7 1-S ORY 8,523 S.F. i FOOTPRINT 0 '1- `- /� I ROl : : 402 F.F. ELEy. = 8.0 N = _ � ON O O 1____________________________i____________________________—___—_i__________-----_________i_____ __—_______________i__----_--___--- 04 II 10- ^ (V II h I I I I — # 5 VERT. 3 I F-5 REINFORCEMENT 1�- I ♦ I ® 12" O.C. : : : 4' THICK C04CRETE SLAB ABOVE OPENING W/ 6X6 W1.d1 X W1.4 WWM F L— ` I TYP. I I FLAT SHEET REINFORCEMENT THROUGHOUT: #5 RE-BARI FIN FLOO I 8.0■ 0-0' N 0 12" O.C. ` I BOTH WAYS ENTIRE ICF I 1 WALLS. I :AL I : ROUGH OPENING LEGEND TYPE WIDTH HEIGHT HEADER EL SILL EL R01 6'-4' 7'-2" 7'-2" 0'-0" R02 14'-0" 14'-0" 14'-0" 0'-0" R03 8'-0" W-0" 9'-0" 0'-0" R04 3'-4" 7'-2" 7'-2" 0'-0" IOTE: SEE ICF OPENING REINFORCEMENT DETAIL ON SHEET 402. ASPHALTIC EXPANSION JOINT TYP. 0 BUILDING LINE WHERE BLDG. FOUNDATION MEETS EXISTING BUILDING SLAB. FOOTING SCHEDULE SIZE REINFORCEMENT DETAIL L D 8'-0' 2'-6" #6 ®"9"O.C. B.W. W/ TWO (2) #5 HAIRPINS 15 -0 X 1 -0 X 15 -0 1/402 8'-0" 2'-6" #6 ®"9"O.C. B.W. W/TWO (2) #5 HAIRPINS 15 -0 X 1 -0 X 15 -0 1/402 RF-2A CONT. 1'-6" #5 (12"H. X 48"L.) 0 36" O.C. & (l4)#5 CONT. W/ #4 TIES 0 12 O.C. 2/402 CONT. 1'-6" )(15"CONT.4W"L.) 0 36" O.C. & / #4 TIES 0 12" O.C. 3/402 3'-0" 1'-6" FOUR (4) #5 B.W. - 35'-6" I ---- o---------� _ i 3 2 14 0- 14' 10" 17'-6" 17'-6" 0 II J = STEEL COL. 48 -10' N J0 REINF. DETAIL 3v13 T/ICF WALL = 17'-10 1/2" # 5 VERT. REINF. 1 I 0 12" O.C. THROUGHOUT. 402 r----F-- —� L�\ J L�F-1 RE-ENTRANT SEE DETAIL 8402. F-3 FOOTING 0 VESTIBULE SHALL TAPER BOTH WAYS - MONOLITHIC CONDITION. #5 X 15--0" X 1'-0" X 15'-0" HAIRPINS. : 12" X 12 THICKENED -- SEE DETAIL 9/402. ; SC TYP.� ; EDGE 0 CANOPY SLAB I t------------------------t------ -----------------------t-----PERIMETER W/ ----------t-- 1 1 (1) #5 CONT. SEE DETAIL 6/402. I I : I �3 I 12'-6" : 17'-6" : 16'-"4" 1 1j" I 0 I C" N : SC TYP. ; SC TYP. ICF COLUMNS 1 I 0 BLDG. TO I I 9'-4 A.F.F., OI b TYP. (4) Y (a iv ! ; LOCATIONS. LLI L" I i I I I I I I I I I I I I I I I I I I I I I I I I -- SC TYP'_) YP I I I I I I I 1 i I I 1 I I I I =I • I � � 7 I I � I • LL i SAWCUT : DETAIL : SC TYP. ♦ I I • I I I I I � #5 X 15'-0" X V-0" N I 1 I I X 15'-0" HAIRPINS. SEE DETAIL 9/402. • : : : : # 5 VERT. : REINFORCEMENT : li • I I I I ® 12" O.C. I = ABO VE 0 • I \ / \ I / \ i / OPENING I I I V 0 N . I I \ • \ / � / \ ♦ \ / / \ ♦ \ / TYP. D.H. \ / ;u) II ( \ \ / / \ \ I / / \ \ / / DOOR RECESS J I p_1 4 �F_1 I r�T ""' T�� 1 �F_1 r /♦ —* F3 r _ ` * 1 F 3 : I ♦\ �♦ '� I F-3 : r ♦ *—' 'I - - - 1 77 - - - - - - - • • .•.. • • Al• f f f • •':• f V. 11\. • •'. • 1. ♦ • Y..• 0�'\ Q f. ..".f \R • ♦ Q • f •\\• ♦, '•'.• \ •' •`,f • `.•• f\ • • •\.• •• 4 \ L y1 I: fix. y`1 .`Y(1f�Y,. w V. •' •..'.♦ 1. • ♦` ••.• •`.l\f.f 'A Q ' 0 STEEL COL. 10'-4" + 6'-4" J 101.0 2'-8" 14'-0" n 8'-4 11,r REINF. DETAIL 402 (T/ICF WALL = 17'-10 1/2" - TYP. 0 NORTH ® SOUTH WALLS) 17'-6" 1 17'-6" I 25'-0" I 25'-0" 1 6 5 4 6"TH. CONC. APRON 3 120'-0" 1" O.A. SLOPE AWAY FROM BLDG. I _ � : R01 I • I • 0 ¢ o \SC TYP. = I I I F� I `O I N 0 1 � p 0 II ____________________+___________________-_-_ N II o N I 0 I I I J n a 3 I : # 5 VERT. I I \ r 0I REINFORCEMENT I • I io U F 0 12" O.C. : ABOVE OPENING♦ TYP. I 0 I I #5 RE -BAR I 1'-0" iv 0 12" O.C. I 1'-0" BOTH WAYS - ENTIRE ICF ' 6'-0" : WALLS. 1 I I I �II I I I -------------------- +---------------------------+--- 0 I . I I N I I I I 1 I I I I 0 i I I � o 1 . o II I I I J I I jn J \ .v 0'411: l •'T ♦.,• ♦ •', 0 ♦ FAY f • •, • _ Q 0 I THESE PLANS AND A.LL PROPOSED WORK 17'-6" ' 17'-6" ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 2 COMPLY WITH ALL APOWCARLE CODES 71 ASPHALTIC EXPANSION JOINT (� TYP. ® BUILDING LINE WHERE BLDG. FOUNDATION MEETS FOUNDATION PLAN EXTERIOR CONCRETE. SCALE: 3/16" = 1'-0" REVISIONS BY 0 0 U)ca0rn zLLI = 0 �qt u CID 0 0 Z O J V U ikY J � Lu 0Y OLu J S W �v� �o oW I � IU m I� �Y c0 Q U 0 uni J Q oLLJ Q�M Z Q Q oc�o N�0O 00=� Q wcj) ~UM 1.. ) (QZ^w^ cr 0 F_ Q O z O z n N 6 it. ? 1 / Z _ c I �,I T K ti 0 � lil o r- g X IJi DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 401 OF 2 SHEETS ICF WALL - 402 0' 0. N FL. BASE PLATE II N 1 402 A #5 DOWELS 0 12" O.C. 48 BAR DIA. LAP, TYP. B PERIMETER. 114" SEE PRE-ENGINEERED METAL BLDG. SHOP DWGS. FOR ALL RELATED DETAILS. SEE METAL BLDG. MFR. DRAWINGS FOR ANCHOR BOLT SIZE, PLACEMENT, & QUANTITY. (1) LAYER 6x6 W1.4xW1.4 WWM o a'' REINFORCEMENT THROUGHOUT SLAB, FLAT SHEETS ° #5 X 31'-0" HAIRPINS CENTERED IN SLAB iL 1.Lu 10 ma w 6 MIL VAPOR BARRIER 3" COVER ---- --l/ MIN., TYP. SEE FOOTING SCHEDULE FOR SEE SCHEDULE REINFORCEMENT. ICF • t DOOR WIDTH AREA DESIGNATES D DOOR RECESS OVERALL SLOPE. SCALE: 1" = 1'-O" l.4xWl.4 WWM TYP. FOOTING DETAIL OR REINFORCEMENT LAYER 6x6WHROUGHOUT SLAB, SEE FOOTING FLAT SHEETS. SCALE 3/4" = 1'-0" SCHEDULE FOR Y' REINFORCEMENT. A B ICF WALL 14 402 o a' � v 0'-0" #FlN FL. BASE PLATE 3" COVER MIN., TYP. 2'-0" u: 2 TYP. FOOTING DETAIL 'B' 402 7 ICF WALL rim r4 BASE PLATE a I 3" COVER MIN., TYP. 3'-0" w� w� • w L N a SEE #5 DOWELS ®12" O.C. SCH 48 BAR DIA. LAP, TYP. PERIMETER. #5 BAR (12"H. X 48"L.) 036" D.G. THICKENED EDGE /-(1) LAYER 6x6 W1.4xW1.4 WWM (4022 / REINFORCEMENT THROUGHOUT SLAB, FLAT SHEETS. 6 MIL VAPOR BARRIER SEE FOOTING SCHEDULE FOR REINFORCEMENT. SCALE 3/4' = 1'-0" #5 DOWELS 0 12" O.C. 48 BAR DIA. LAP, TYP. PERIMETER. #5 BAR (12"H. X 48"L.) 0 36" O.C. (1) LAYER 6x6 W1.4xW1.4 WWM REINFORCEMENT THROUGHOUT SLAB, FLAT SHEETS. 6 MIL VAPOR BARRIER SEE FOOTING SCHEDULE FOR REINFORCEMENT. SEE PLAN FOR SEE PLAN FOR SLAB LOCATION OF JOINS THICKNESS AND REINF. 1/8" SAWCUT X 1/3 SLAB DEPTH _ a a o N SAWCUT JOINT DETAIL / /6 / / \Oa (2) #5 X 5-0" LONG / ,\0+ i / 4,5 / / I / RE-ENTRANT BAR DETAIL SCALE 3/4" = 1'-0" SCALE: 1-1/2" = 1'-0" N.T.S. A 5 /402 #5 HAIRPINS 15'-0" X 1'-0" X 15'-0" CONCRETE 1'-4" (1) LAYER 6x6 W1.4xW1.4 WWM o TYPICAL. PAVING. REINFORCEMENT THROUGHOUT SLAB, SEE CIVILS. FLAT SHEETS. A_0_'_-0_" AFL. \ \ " /� NOTE: rn ONLY (1) 45' HAIRPIN MAY 0• BE REQUIRED IF THERE ARE co ONLY TWO (2) ANCHOR BOLTS. I ° ° REFER TO PRE-ENGINEERED • ° _° cis METAL BUILDING ANCHOR BOLT DRAWINGS. - - COLUMN BASEPLATE O a J SEE FOOTING 6 MIL VAPOR BARRIER SCHEDULE FOR SEE SCHEDULE 3" COVER MIN., TYP. REINFORCEMENT. HAIRPIN DETAIL NOTE: BYPASS CONDITION SHOWN. FLUSH CONDITION SIM. BUILDING LINE SCALE 3/4" = 1'-O" ICF CONCRETE SPECIFICATIONS: 221 CONCRETE MD( READY -MIXED CONCRETE FOR ICF WALLS SHALL MEET THE REQUIREMENTS OF ASTM C 94 [15]. MAXIMUM SLUMP SHALL NOT BE GREATER THAN 6 INCHES AS DETERMINED IN ACCORDANCE WITH ASTM C 143 [13]. MAXIMUM AGGREGATE SIZE SHALL NOT BE LARGER THAN 3/4 INCH. 222 COMMESSWE STRENGTH THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE Fc', SHALL BE 3,000 PSI AT 28 DAYS AS DETERMINED IN ACCORDANCE WITH ASTM C 31 [10] AND ASTM C 39 [11). 229 REINFORCING STEEL REINFORCING STEEL USED IN ICF'S SHALL MEET THE REQUIREMENTS OF ASTM A 615 [16], ASTM A 616 [17], ASTM A 617 [18], OR ASTM A 706 [19]. THE MINIMUM YIELD STRENGTH OF THE REINFORCING STEEL SHALL BE GRADE 60 (300 MPa). REINFORCEMENT SHALL BE SECURED IN THE PROPER LOCATION IN THE FORMS WITH TIE WIRE OR OTHER BAR SUPPORT SYSTEM SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONCREFE PLACEMENT OPERATION. STEEL REINFORCEMENT SHALL HAVE A MINIMUM 3/4-INCH (19-mm) CONCRETE COVER. HORIZONTAL AND VERTICAL WALL REINFORCEMENT SHALL NOT VARY OUTSIDE OF THE MIDDLE THIRD OF BEAMS, COLUMNS, LINTELS, HORIZONTAL AND VERTICAL CORES, AND FLAT WALLS FOR ALL WALL SIZES. EXCEPT WHERE OTHERWISE NOTED, LAP SPLICES SHALL BE MINIMUM OF 48dbIN LENGTH, WHERE dbIS THE DIAMETER OF THE SMALLER BAR. THE MAXIMUM GAP BETWEEN NONCONACT PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED db/8, WHERE dbIS THE DIAMETER OF THE SMALLER BAR. 28 FORM MATERIALS INSULATING CONCRETE FORMS SHALL BE CONSTRUCTED OF RIGID FOAM PLASTIC MEETING THE REQUIREMENTS OF ASTM C 578 [20], A COMPOSITE OF CEMENT AND FOAM INSULATION, A COMPOSITE OF CEMENT AND WOOD CHIPS, OR OTHER APPROVED MATERIAL FORMS SHALL PROVIDE SUFFICIENT STRENGTH TO CONTAIN CONCRETE DURING THE CONCRETE PLACEMENT OPERATION. FLAME -SPREAD RATING OF FORMS SHALL BE LESS THAN 75 AND SMOKE - DEVELOPED RATING OF FORMS SHALL BE LESS THAN 450 TESTED IN ACCORDANCE WITH ASTM E 84 [12). CONTINUOUS #5 BAR AS REQ'D.- (MAY BE USED AS LINTEL REINF. WHEN LOCATED AS SHOWN IN SECTION A -A). 2'-0" ALL VERTICAL WALL REINFORCEMENT IN THE TOP OF WALL SHALL BE TERMINATED WITH MIN. 90' BEND PARALLEL TO THE HORIZONTAL WALL REINFORCEMENT WITHIN 4" OF ti THE TOP SURFACE OF THE ICF WALL. 02 STOP OF ICF WALL ( 1) #5, 48"L. DIAGONAL BAR AT EACH CORNER OF OPENING. (1) #5 HORIZONTAL & VERTICAL BAR AT BOTH SIDES OF OPENING (1) #3 STIRRUP 0 18" O.C. IS IS REQ'D. FOR ANY OPENING WIDTH V6' 2 8'-0" U.N.O. (1) ADDITIONAL #5 VERT. BAR AT BOTH SIDES OF OPENING IS REQUIRED FOR ANY OPENING I I WIDTH 2 8'-0" U.N.O. ¢--WALL REINFORCEMENT AS REQUIRED L ROUGH OPENING (SEE DOOR SCHEDULE) ICF WALL OPENING REINFORCEMENT DETAIL N.T.S. z 0 M -1 1/2" MINIMUM 2 1/2" MAXIMUM (1) #5 CON. MINIMUM #3 STIRRUP 0 18" O.C. WALL REINFORCEMENT AS REQUIRED (1) #5 CONT. 1 1/2" MINIMUM 2 1/2" MAXIMUM SECTION A A 11 ICF OPENING - HEADER DETAIL 402 SCALE 1/4" = 1'-O" FOUNDATION NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. (2007 FLORIDA BUILDING CODE W/ 2009 REVISIONS.) 2. DESIGN WIND LOADS ARE BASED ON A VELOCITY OF 150 M.P.H. MINIMUM 3 SECOND GUSTS, EXPOSURE C. 3. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS GIVEN ON STRUCTURAL DRAWINGS RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL AND FINISHED FLOOR ELEVATIONS, MEMBER SIZES, ETC., WITH THE ARCHITECTURAL DRAWINGS, BEFORE STARTING ANY WORK. IF ANY DISCREPANCY IS NOTICED, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. WORK SHALL NOT COMMENCE UNTIL THE DISCREPANCIES ARE RESOLVED. 5. THE CONTRACTOR SHALL REFER TO THE ENGINEER FOR INSTRUCTIONS FOR ANY DIMENSION NOT GIVEN ON DRAWINGS. SCALING OF DRAWINGS SHALL NOT BE USED TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THE DRAWINGS. 6. FOUNDATION DESIGN IS BASED ON 2,500 PSF MINIMUM ALLOWABLE BEARING PRESSURE (PER SOIL REPORTS FROM ALLTERRA ENGINEERING, DATED NOVEMBER 9, 2010). 7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-72. 8. CONCRETE STRENGTHS AS FOLLOWS (28 DAY CURING TIME): a. 2500 P.S.I. GRADE: SIDEWALKS, UTILITY PADS. b. 3000 P.S.I. GRADE: COLUMNS AND FILLED ICF WALLS AND BUILDING SLAB. 9. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60, PROVIDE 48 BAR DIAMETER LAP. 10. STRUCTURAL STEEL SHALL BE A-36. 11. ANCHOR BOLTS AND STUDS SHALL BE A-307. 12. BOLTED CONNECTIONS SHALL BE A-325. 13. PROVIDE 6x6 W1.4xW1.4 WWM REINFORCEMENT THROUGHOUT SLAB AND SITE CONCRETE, FLAT SHEETS. 14. CONCRETE SLAB THICKNESS AS FOLLOWS: a. 4": SIDEWALK, A/C PADS, STOOPS, AND BUILDING SLAB, U.N.O. 15. PROVIDE HARD TROWEL FINISH ON BUILDING SLABS AND LIGHT BROOM FINISH ALL EXTERIOR CONCRETE. 16. PROVIDE 6 MIL VAPOR BARRIER UNDER BUILDING SLABS. 17. SUB -GRADE SHALL BE STABILIZED TO 98% PROCTOR. 18. SOIL POISONING UNDER BUILDING SLABS REQUIRED WITH A MINIMUM ONE (1) YEAR WARRANTY. 19. SEE PRE-ENGINEERED MEFAL BUILDING SHOP DRAWINGS FOR ANCHOR BOLT QUANTITIES, SIZES AND PLACEMENT. 20. PROVIDE 1/8" X 1/3 DEPTH SAWCUTS AS SHOWN (SC) FOR BUILDING SLAB. 21. FINISH FLOOR ELEVATION = 8.0 = 0'-0" 22. NOT USED. 23. ICF WALLS REINFORCED W/ #5 VERTICAL 0 12" O.C. B.W. 24. SEE SITE PLANS FOR SIDEWALK AND OTHER SITE CONCRETE DETAILS. 25. SEE ARCHITECTURALS FOR ADDITIONAL ICF WALL DETAILS. 26. PROVIDE ASHFORD FORMULA OR APPROVED SUBSTTTUTE HARDENER/SEALER ON SLAB. 27. SEE SPECIFICATIONS SECTION 3 FOR ADDITIONAL CONCRETE WORK. 28. METAL BUILDING STRUCTURAL REQUIREMENTS: DEAD LOAD: METAL BUILDING STRUCTURE ONLY, AS FURNISHED BY KIRBY: 2.5 PSF COLLATERAL LOAD: 8 PSF ROOF LIVE LOAD: 30 PSF WIND DATA: 150 MPH MIN.; EXP C IW=1.0 ALLOWABLE DEFLECTION: MBMA STANDARDS 90' CORNER BLOCK #5 VERT. 0 12" O.C. B.W. #5 CORNER BARS ALL HORIZ. REINF. W/ 48 BAR DIA. LAP 11A "GREENBLOCK" INSULATED CONC. WALL SYSTEM: 6" REINF. 1 CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES. 12 ICF CORNER DETAIL 402 SCALE 1" = 1'-O" - "GREENBLOCK" INSULATED CONC. WALL SYSTEM: 6" REINF. CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES. #5 0 12" O.C. B.W. STEEL ANCHORS PER METAL BLDG. MFR. _ E !0!i!i!Wi!i!i!i ui W_ Z Q IL 2 0 0 Z w 0: I IL N T w 0. Z w E ll 3 0 F Z (n W w Z I 0 F W 2 0 UI F w (0 D 0 Z d 0 0 J D LL g U. 0 NOTCH OUT ICF } INSULATION FULL HEIGHT (2) ADDITIONAL #5 VERT. F 0 STEEL COLUMN ®ALL STEEL COLUMN 0: LOCATIONS. d LOCATIONS, FULL HEIGHT. STEEL COLUMN PER 0 METAL BLDG. MFR. d 13 STEEL COL / ICF REINF. DETAIL = F 402 NOTE: TYP. (10) LOCATIONS. SCALE 1-1/2" = 1'-O" N CETCO WATERSTOP W 2 RX-101 CONTINUOUS 0 PERIMETER -PLACE INSIDE DOWELS 0: a O - THESE PLANS AND ALL PROPOSED WORK 0 ARE SUBJECT TOANY CORRECTIONS rn REQUIRED BY FIELD INSPECTORS THAT (7 MAY BE NECESSARY IN ORDER TO ? C9MPLY WITH "APPId®A w 409", 3 Q T 0 0 SCALE 3/4" = 1'-O" REVISIONS BY 2 02-07-11 PERMrr REV. 14, rD U) u) �� O W rn z ? � NM M WZLO Z Q O U J m� -1 �kY J w wao N 0g O w J 0 oo a m a Z �z �Y 65 w �(a U 0 �W V Q Nt O M LL `Q (n 0 0~00 0�=� Q ~U Li w Q Z CL Q o Z 0 1 z DD 108 O Q: zW xx U < a^ X� 0 DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 402 OF 2 SHEETS PLUMBING SPECIFICATIONS: GENERAL MISCELLANEOUS PIPING MATERIALS: PLUMBING FIX _ TURIS AND FITTINGS: CONT, 1. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR, AND SHALL PROVIDE ALL LABOR, 1. PIPE HANGERS: HANGERS SHALL BE A STANDARD COMMERCIAL PRODUCT, TYPE AS REQUIRED FOR EACH 5. PROVIDE THE FOLLOWING FIXTURES OR ENGINEER APPROVED SUBSTITUTE: MATERIALS, TOOLS AND EQUIPMENT TO INSTALL A COMPLETE AND OPERATING SYSTEM IN A FIRST CLASS PARTICULAR APPLICATION, CONFORMING TO FEDERAL SPECIFICATION WW H 171. HANGER SPACING SHALL HWC: HANDICAP WATER CLOSET, AMERICAN STANDARD MADERA 3461.128 WORKMANLIKE MANNER. CONFORM TO FBC-P, CHAPTER 3, TABLE 308.5. FLOWISE 16 1/2" HEIGHT, 1.28 GALLON WITH FLUSHOMETER, CENTOCO 500 CC SEAT, 2. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS. 2. ESCUTCHEON PLATES: FLOOR AND WALL ESCUTCHEON PLATES SHALL BE SPLIT HINGED, LOCKING TYPE. WHITE, OPEN FRONT. PROVIDE SLOAN 111-1.28 ROYAL FLUSH VALVE, CHROME. 3. INSTALLATION SHALL BE IN COMPLIANCE WITH LOCAL, STATE, NATIONAL, AND FLORIDA BUILDING, PLATES SHALL BE OF PRESSED STEEL OR COPPER WITH HEAVY COATING OF CHROMIUM. NO GAPS SHALL BE - AMENDMENTS. IT LATEST APPROVED G CODES FBC P 2007 EDITION WITH PLUMBING ENERGY PRESENT OUTSIDE OF ESCUTCHEONS IN ANY CONDITION. WC: AT STANDARD MADERA 2234.001 15" HEIGHT WATER CLOSET AMERICAN STAND , ELONGATED FLUSH VALVE TOILET GALLON WITH 4. THE PLUMBING CONTRACTOR SHALL VISIT THE J08 SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL 3. SOLDER: SOLDERING JOINTS IN COPPER PIPING SHALL COMPLY WITH ASTM B 828 WITH SOLDER EN FRONT. PROVIDE CENTOCO 500 CC SEAT, WHITE, OPEN EXISTING CONDITIONS. CONFORMING TO ASTM B-32, AND BE 95-5 ANTIMONY -TIN, OR OTHER NON -LEAD SOLDER IF APPROVED SLOAN 111-1.28 ROYAL FLUSH VALVE, CHROME. 5. ALL MATERIALS SHALL BE NEW, BY THE ARCHITECT. 6. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR EXACT LOCATION OF FIXTURES, PIPING, PLUMBING FIXTURES AND FITTINGS HLAV: HANDICAP LAVATORY, AMERICAN STANDARD 0321.026 DECLYN, ETC, VERIFY LOCATION OF ROUGH -IN WITH ARCHITECT PRIOR TO INSTALLATION WHERE CONFLICTS ARISE OR WHITE WITH MOEN 8884 (CHROME) FAUCET, 4" C.C., GRID DRAIN, TRAP WRAP LAYOUT IS OF QUESTION. 1. G N RAL PLUMBING FIXTURES AND TRIM ARE OF A SPECIFIC MANUFACTURER, SPECIFIED IN THIS SECTION SELECTED TO PROVIDE 4" DECK PLATE #99457. 7. WARRANTY &GUARANTEE: THE PLUMBING CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL ESTABLISH INDICATED BY THE MANUFACTURER'S NAME AND CATALOG NUMBER, ESTABLISHING THE REQUIRED LAV: VANITY LAV, AMERICAN STANDARD RONDALYN 0490.011 COUNTER GUARANTEE ALL WORKMANSHIP, MATERIALS, AND EQUIPMENT FREE OF DEFECTS FOR ONE (1) YEAR ACCESSORY TYPE AND QUALITY. PRODUCTS MANUFACTURED BY OTHERS ARE NOT ACCEPTABLE UNLESS AGREED MOUNTED SINK, WHITE W/ AMERICAN STANDARD MONTERREY FROM THE DATE OF FINAL WORK ACCEPTANCE/SUBSTANTIAL COMPLETION. ALL EQUIPMENT SHALL BE TO IN WRITING BY THE ARCHITECT. 6501.145 0.5 GPM TWO -HANDLE FAUCET, 8" C.C., GRID DRAIN, TESTED, STARTED, AND PLACED IN OPERATING CONDITION, WITH CUT -SHEETS AND OPERATIONS AND 2. APPROVED MANUFACTURERS TRAP WRAP. 8. MAINTENANCE MANUALS FOR SPECIFIC FIXTURES AND EQUIPMENT AS REQUIRED. THE PLUMBING CONTRACTOR SHALL INSTALL ALL VALVES, SANITARY LINE, WATER UNE(S) AND CONNECTIONS GENERAL: AMERICAN STANDARD, KOHLER, ELKAY, E.L. MUSTEE & SONS FLORESTONE, A.O. SMITH, ZURN. WH: HOT WATER HEATER, 40 GAL. TALL BOY, RUUD PE2H-40-2 WATER HEATER. TO SANITARY MAIN AND WATER MAIN, AND SHALL MEET All CONNECTION REQUIREMENTS OF THE CITY AND 3 MATERIALS STAINLESS STEEL: AISI, TYPE 304 WITH POLISHED NO. 4 FINISH UNLESS OTHERWISE INDICATED. PROVIDE PAN &DRAIN. PROVIDE MINIMUM 1-1/2 INCH COPPER DRAIN PANS, OR APPROVED NON-METALLIC MATERIAL OF NOT LESS THAN .0625 INCHES THICKNESS, 9. COUNTY. COORDINATE WORK WITH ALL TRADES. THE CONTRACTOR IS RESPONSIBLE FOR SAWCUTTING BRASS: CAST OR FORGED QUALITY ALLOY, FS WW-P - 541, OR, HOT DIPPED GALVANIZED (0,0276 GA) SHEET METAL, AND VACUUM RELIEF VALVE TO ALL WATER HEATERS. 10. PLUMBING WOR K. OF SLAB OPENINGS, AND PATCHING AS REQUIRED TO ACCOMMODATECHROMIUM CONTRACTOR TO VERIFY ALL REQUIREMENTS OF EQUIPMENT WITH MANUFACTURER PRIOR TO GALVANIZED STEEL SHEET: ASTM A 527, G60. PLATING: NICKEL AND CHROMIUM ELECTRO-DEPOSITED ON BRASS, ASTM B 456, TYPE SC 2. FD: FLOOR DRAIN: ZURN FLOOR DRAIN W/ 3" CHROME COVER, TRAP PRIMER. FINAL INSTALLATION. BAKED ENAMEL FINISH: FACTORY -APPLIED, GLOSS WHITE, BAKED ACRYLIC ENAMEL COATING. GALVANIZED STEEL MOUNTING DEVICES: ASTM A 386, HOT DIP GALVANIZED AFTER FABRICATION. HS: HAND SINK: MUSTEE #19 FIBERGLASS SINK W/ CITATION FAUCET, 1 1. SEE PLUMBING RISER FOR MORE DETAILS. 4. THE FOLLOWING FIXTURES REQUIRE HOT WATER: SINK1, HS, LAV, HLAV. FLOOR MOUNTED. 1. BACKFIUMBILLING OF ALL TRENCHES BY PLUMBING CONTRACTOR. HUR: URINAL: AMERICAN STANDARD - ALLBROOK, 'FLOWISE' 6550,005 WATER SERVICE & PIPING 0.5 HIGH EFFICIENCY URINAL, VITREOUS CHINA FIXTURE, MEETING ANSI A117.1 1. THE PLUMBING CONTRACTOR SHALL EXTEND BUILDING WATER PIPES TO THE WATER SERVICE (ADA), ASME Al 12.19.2 ANSI FLUSH REQUIREMENTS ® 0.5 GPF. AND BUILDING SEWER PIPE TO THE SANITARY SERVICE. PROVVIDE SLOAN 186 - 0.5 ROYAL FLUSH VALVE, CHROME. 2. PROVIDE PROPERLY SIZED WATER SERVICE FOR SYSTEM INDICATED: BUILDING MAIN A.D.S. BLACK AND SHUT-OFF VALVES IN VALVE BOX OUTSIDE OF THE BUILDING; CONSULT WITH FLEXIBLE DRAIN PIPE, ARCHITECT/ENGINEER FOR SIZES AND LOCATIONS IF NOT SHOWN ON THE PLANS. SIZED AS SHOWN. HB: HOSE BIB: PROVIDE LOCKING COVER. ZURN Z-1341-P34 REF: BY OWNER - PLUMBING SUB, TO PROVIDE 1/4"0 COPPER LINE TO REF. FOR ICE MAKER. PROVIDE ACCESSIBLE STOP VALVE. ON STAINLESS STEEL UN DAYT SINKi: LOUNGE ROOM SINK 2-3322-3 DOUBLE BOWL W/ ZURN Z-7870-C FAUCET, WATTS DUO STRAINER. MAX. 6-1/2 DEEP REQUIRED. EWC: ELECTRIC WATER COOLER, H/C HI-LO, ELKAY EZSTL8LC DW: DISHWASHER BY OWNER. PLUMBER TO CONNECT WATER & WASTE LINES. DISP: DISPOSAL: BADGER NO. 5. 3. FURNISH AND INSTALL PLUMBING FIXTURES AS SCHEDULED ON THE DRAWINGS OR AS SPECIFIED/SELECTED 6 5 4 BY THE OWNER. 4. FURNISH AND INSTALL APPROVED AIR CHAMBERS OR SHOCK ABSORPTION DEVICES (SIZES 1/2" TO 21 AT �6 6 6„ _`12_ - EACH PLUMBING FIXTURE GROUP. COMPLY W/ ASSE STD. 1010 APPROVED, ANSI A112.26. IME, .D.I. ---- WH 201 APPROVED & CERTIFIED. 5. LOCATIONS WHERE PIPES PENETRATE WALLS, CEILINGS AND FLOORS SHALL BE WATERTIGHT. WRAP ALL RISERS WITH APPROVED EXPANDING SEALANT AT EACH SLAB PENETRATION -USE ARE RATED MATERIAL AS REQUIRED BY CODE. WHERE NECESSARY PROVIDE SLEEVES THRU CONCRETE OR MASONRY, AND SEAL AS NOTED. NOTE: CONSULT APPROVED ARE SEALANT MANUFACTURER'S SPECIFICATIONS FOR MATERIAL 6. COMPATIBILITY. HOSE BIBS TO BE MOUNTED 26 INCHES ABOVE GRADE AND PROVIDED WITH VACUUM BREAKERS. DS DS 7. WATER SERVICE PIPE: PIPE OR TUBING INSTALLED UNDERGROUND SHALL CONFORM TO NSF 61, AND m FBC-P, TABLE 605.3, WITH A MIN. DIAMETER OF 3/4" (19.1 MM) AND MIN. 160 PSI WORKING PRESSURE AT 73-F, OR EQUAL TO THE HIGHEST AVAILABLE PRESSURE. 1Y4" HWC HWC 8. WATER DISTRIBUTION PIPE: CONFORM TO NSF 61 & NSF 14 "PLASTIC PIPING COMPONENTS & RELATED / RE MATERIALS" AND ONE OF THE STANDARDS LISTED IN TABLE 605.4 AND FBC-P. ALL HOT WATER DISTRIBUTION 1 1/4- PVC COND. HILC RESTRO PIPE AND TUBING SHALL HAVE A MIN. PRESSURE RATING OF 10OPSI 0 189 F. SEE RWL SIZE DOWN. CONNECT TO 104A 103A 9. WATER PIPES SHALL BE TYPE "L" COPPER PER ASTM B-88, FOR 2-INCH AND UNDER, AND TYPE "K" DETERMRWL IN. MANIFOLDI( �4 C �4 "K"(ASTM B 75) FOR 2-1/2" AND ABOVE. ALL UNDERGROUND WATER PIPING SHALL BE TYPE WITH ON SHEIETT 02. SEE RISER. WROUGHT SOLDERFITTINGS. NOTE: CONTRACTOR MAY SUBSTITUTE CPVC OR PVC PIPING MEETING V H V REQUIREMENTS OF NSF-61, FBC-P, CHAPTER 6, TABLES 605.3, 605.4, 605.5. WATER PIPES INSIDE OF A.D.S. NYLOPLAST CONCRETE SLAB SHALL BE TYPE 'K' SOFT COPPER INSTALLED INSIDE PVC SLEEVES; NO JOINTS PERMITTED IN -LINE DRAIN 15"0, INSIDE SLAB. DUCTILE IRON GRATE 0 10. CONNECTIONS: GENERALLY CONFORM TO FBC-P CHAPT. 6, SECTION 605. BRAZED JOINTS: CONFORM TO W/ CONC. APRON. rd WC WC AWS A5.8 SEE DETAIL. 11. COPPER PIPE; SHALL BE PROTECTED FROM CONTACT WITH MASONRY OR DISSIMILAR METALS. G.E. = 6.7. ❑ DIELECTRIC FITTINGS, TO PREVENT ELECTROLYTIC CORROSION, SHALL BE INSTALLED WHEN COPPER PIPE IS V CONNECTED TO IRON, STEEL OR OTHER DISSIMILAR METALS. SLEEVES SHALL BE USED WHERE PIPING PASSES THROUGH MASONRY OR CONCRETE. REFER TO CHAPTER 3, SECTION 305, FBC-P. MEWS MEN' 12. VALVES: ALL VALVES SHALL BE COMPATIBLE WITH TYPES OF PIPING MATERIAL IN SYSTEM AND MEET TR O NSF-61 REQUIREMENTS. 104 103 A.) DUAL CHECK VALVES BACKROW PREVENTER(S): COMPLY WITH ASSE 1024 OR CS4 B64.6. TEMP CV ASSE STD 1016 I GATE VALVESALL VALVES USED FOR SHUT-OFF VALVES SHALL BE GATE VALVES, OR BALL VALVES. VALVES SHALL BE BRONZE, WITH SCREWED OR SOLDERED ENDS, 125 POUND, CONFORMING TO FEDERAL VEST. 102A HU SPECIFICATION WW-V-54. HANDWHEELS SHALL BE MALLEABLE IRON. C.) ANGLE. CHECK, BALL AND GLOBE VALVES: GENERAL SERVICE TYPE: BALL VALVES - 2 PIECE FULL PORT ASTM B-584 L COMPLY WITH MSS-SP-110. GATE & GLOBE VALVES: (1/4" - 41 STD MSS-SP-80, TYPE I OR II, CLASS TO MEET SYSTEM, BODY ASTM B-62 BRONZE, CWP RATING 200 PSIG. D.) VALVES SHALL BE ACCESSIBLE FOR OPERATION AND SERVICING. VALVES CONCEALED UNDERGROUND OR BY CONSTRUCTION SHALL HAVE APPROVED VALVE BOXES AND/OR ACCESS PANELS. ALL VALVES SHALL BE PROPERLY SUPPORTED AND INSTALLED AS REQUIRED BY LISTING AUTHORITY. E.) TEMPERATURE CONTROL VALVES: INSTALLED TO REDUCE WATER TEMPERATURES TO COMPLY WITH ASSE 1017, CORRIDOR 1016 OR 1070. 102 " 13. ALL METALLIC PIPES SHALL CONTINUE 10 FEET UNDERGROUND FOR GROUNDING PROTECTION. 14. HOT WATER PIPES ICOPPER OR CPVC IF APPROVED)} ABOVE AND BELOW GROUND SHALL BE INSULATED WITH MINIMUM OF ONE AND ONE-HALF �1-1/2' ARMAFLEX CLOSED CELL INSULATION (REFER TO DRAWINGS FOR SPECIFIC SIZE(S) IF LARGER. 15. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100 PSI FOR A MINIMUM OF GALLERY #2 ONE HOUR, OR AS REQUIRED BY CODE. REFER TO FBC-P, CHAPTER 3, SEC. 312, 'TEST & INSPECTIONS. F1091 W_ C- - 16. PURGE WATER SYSTEM OF ALL DELETERIOUS MATERIALS AND DISINFECT PRIOR TO UTILIZATION PER FBC-P, CHAPTER 6, 610.1 HIS SANITARY SERVICE & PIPING JANJ 1. SANITARY DRAINAGE SHALL COMPLY WITH FBC-P CHAPTER 7, LATEST APPROVED EDITION, WITH STORAGE ORA MATERIALS COMPLYING WITH TABLES 702.1, 702.2 702.3 AND 702.4. 108 2. FURNISH AND INSTALL CLEAN -OUTS IN SANITARY LINES WHEREVER REQUIRED BY CODE WITH FLUSH TYPE PLUGS AT THE BASE OF EACH SOIL STACK AND EACH CHANGE IN DIRECTION TOTALING 90 DEGREES AND I NOT TO EXCEED 100-FT. INTERVALS, CLEAN -OUTS SHALL BE NOMINAL SIZES AS THE PIPES INTO WHICH THEY ARE INSTALLED UP TO 4" DIAMETER; REFER TO FBC-P SEC. 708.7 FOR OTHER SIZES. 3. FURNISH AND INSTALL TRAP PRIMER TO FLOOR DRAINS. 4. SANITARY PIPES MATERIALS SHALL CONFORM TO CHAPTER 7, TABLES 702.1, 702.2. 702.3, & 702.4.E AND BE HUBLESS CAST IRON OR PVC SCH. 40, ABOVE GRADE, AND BELL & SPIGOT CAST IRON, OR PVC SCHEDULE 40 BELOW GRADE; AS APPROVED BY THE BLDG. OFFICIAL. PVC MAY NOT BE USED WHEN PENETRATING FIRE RATED CHASES OR RATED WALLS. PIPES OVER 2-INCHES MAY BE ABS SCH. 40 FOAM CORE PER ASTM F-891 & D-4386 FOR NON -PRESSURE APPLICATIONS, AND TEMPERATURE NOT EXCEEDING 140 DEGREES F. 5. DRAINAGE PIPING INSTALLATION: SANITARY, SOIL, WASTE AND VENT PIPING SHALL SLOPE PER SECTION 704, & TABLE 704.1 FBC-P: 1/4 INCH PER FOOT FOR PIPES SMALLER THAN 2-1/2-INCHES, AND SLOPE 1/8-INCH PER FOOT FOR LARGER DIAMETERS. SLEEVE PENETRATIONS THROUGH CONCRETE. A.) SOIL, WASTE AND VENT LINES SHALL BE OF THE SIZES SHOWN ON THE DRAWINGS AND SHALL BE INSTALLED AS DETAILED. VENTS SHALL CONFORM TO FBC-P CHAPTER 9, AND EXTEND UNIFORMLY TWELVE (12) INCHES ABOVE THE FINISHED ROOF SURFACE. VENT FLASHING SHALL BE ONE PIECE CONSTRUCTION OF MATERIALS SPECIFIED OR INDICATED HEREIN, TO AFFECT A WEATHERTIGHT SEAL. FLASHING MAY BE SINGLE PIECE MOLDED PLASTIC/OR OTHER MATERIAL, TO BE APPROVED BY ARCHITECT. B.) HORIZONTAL DRAIN PIPING SHALL BE INSTALLED TO A UNIFORM GRADE PER FBC-P SEC. 704, OR AS OTHERWISE SHOWN ON THE DRAWINGS. VERTICAL PIPING SHALL BE PLUMBED IN TWO PLANES. ALL. SOIL• WASTE AND VENT LINES SHALL BE CONCEALED IN THE BUILDING CONSTRUCTION UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 6. ALL FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE STOPS AND MARKED ACCESS PANELS. 7. PROVIDE CHROME PLATED (UNLESS OTHERWISE SPECIFIED) COMBINATION COVER PLATES AND CLEAN OUT FI LOUNGE 105 DIRECTOR'S OFFICE 107 MICRO ABOVE DISP SINK1 _ DV1L L REF PLUGS FOR ALL WALL CLEANOUTS. B. SANITARY PIPING SHALL BE FILLED WRH A FIVE (5) FT HEAD OF WATER AND SHALL STAND UNTIL THE INSPECTION IS MADE. CORRECT AT SUBCONTRACTORS EXPENSE, ANY DEFECTS DETECTED BY THE TEST. ❑ TESTING SHALL CONFORM WITH FBC-P CHAPTER 3, SECTION 312 "TESTS AND INSPECTIONS" AND THE ❑ GENERAL REQUIREMENTS OF FBC-P CHAPTER 3. 9. ALL EXCAVATION, BACKFILL, AND COMPACTION REQUIRED FOR THIS WORK SHALL BE A PART OF THIS OPEN CONTRACT AND CONFORM TO FBC-P CHAPTER, 3, SECT. 306. BACKFILL COMPACTION SHALL MEET THE OFFIC SPECIFICATIONS OF 'BACKFILL MATERIALS' SPECIFIED ELSEWHERE. 106 0 SEE RWL SIZE 3/4„ DETERMINATION ON SHEET 502. 3/4„ rC1" 14. PLUMBING LEGEND COLD WATER LINE C CONDENSATE LINE SANITARY LINE RAIN WATER LEADER H SHUT-OFF VALVE H B . �- HOSE BIBB WITH S.O.V. & VACUUM BREAKER 4" PVC SANITARY SEWER LINE FROM BUILDING. SEE CIVIL PLANS FOR SEWER CONNECTION.-1 3 ---- -2., -4-12- VESTIBULE 110 - DS PRE-ENGINEERED BUILDING DOWNSPOUTS PER MFR. SEE SHOP DWGS. FOR DETAILS, NO KICKER. MANIFOLD W/ PVC COUPLINGS OVER MTL. DOWNSPOUTS AS SHOWN SEE CIVIL DWGS. DO NOT SEAL CONNECTION. PROPOSED MUSEUM ADDITION 1-STORY 8,523 S.F. FOOTPRINT 1 F.F. ELEV. = 8.0 1" EMERGENCY DRAIN PAN LINE. FLOOR MOUNTED WATER HEATER 1 1/4" PVC COND. DOWN. CONNECT TO RWL MANIFOLD. SEE RISER. ZSEE SHEET #503 WATER RISER DIAGRAM FOR CONTINUATION. GALLERY #1 111 SYSTEM SIZE DETERMINATION PER FAC-64E-6.008 NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION. NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED. RMIN CONSULTING 1640 N.W. BOCA RATNN BLVD. BOCA RATON, FL 33432 TEL: (561) 391-9292 FAX: (561) 391-98913 CERTIFICATE OF AUTHORIZATION NO. 2B107 HAROLD R. TUBBLER, P.E. LICENSE #19315 E-MAIL: INFO@FAECONS LILTING. COM 1" COLD WATER LINE BELOW GRADE FROM BUILDING. SEE CIVIL PLANS FOR WATER MET & BACKFLOW CONNECTION. - _4z:2 - A.) MUSEUM FACILTY IS MOST CLOSELY RELATED TO AUDITORIUMS, BALL PARKS AND PUBLIC PARKS IN TERMS OF USE. B.) USE 4 GPD PER PERSON. C.) MAX. OCCUPANCY = 250 D.) 4 GPD X 250 = 1,000 GPD E.) 1 ERC (EQUIVELANT RESIDENTIAL CONNECTION) = 300 GPD WATER) = 240 GPD WASTEWATER) F.) 1,000 GPD/� = �3 ERC WATER) 1,000 GPD/2-4Q = 4.17 ERC WASTEWATER) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO QOMPL,Y WITH A" APP1.19AWS 00015 .. W HB EXTERIOR SHUT-OFF VALVE 1 1/2" CU. WATER UNDERGROUND DOWNSPOUT ADAPTER TYP. 14 LOCATIONS ER �12" DS DS HB I DS DS DS DS DS Q A.D.S. NYLOPLAST IN -LINE DRAIN 15"0, DUCTILE IRON GRATE A.D.S. BLACK TYPE C INLET. W/ CONC. APRON. FLEXIBLE SIZED AS SHON PIPE, SEE SHEET 102. PRE-ENGINEERED BUILDING DOWNSPOU SEE DETAIL. PER MFR. SEE SHOP DWGS. FOR 6 G.E. = 2" 4 3 2 1 DETAILS, NO KICKER. MANIFOLD W/ �8 6 6 -�12r �12" -22" PVC COUPLINGS OVER MTL. DOWNSPOUTS -_ AS SHOWN SEE CIVIL DWGS. DO NOT _PLUMBING PLAN SEAL CONNECTION. SCALE: 3/16" = 1'-0" N w z a U co W Q 0 LL 0 W i w 1L a U 0 J LL g N Ul w a U W Q REVISIONS BY <r rn t0 �� W 0 F- � it z-� z cf) �� W Z UJ m CC am -1 o �kY IX IX -1 Lu w za O W 0g J Q �O rnOf m � UE- W �1_ v� � U 0 rW V O M LL wz >- ov,3:0 F�00 0 Q U. Lu>�U 2 w 0 CC 0- Q Z LU c c CL = M O Z 0 Ill - DATE 12-20-10 SCALE AS NOTED DRAWN DCM AB JOB 10396 SHEET 501 OF 3 SHEETS HEATER TO HA\ HEAT TRAP FOF OUTLET PER FE CHAPTER 13-6 3/4" CU PRES', LINE TO 6" AB( SHALL DRAIN IP CEILING DECK HOT WATER LINE BACKFLOW PREVENTER FW/ VACUUM RELIEF VALVE. i WATER LINE THERMAL EXPANSION TANK NATTS REGULATOR MODEL N0. DET-5-M1, MAX. 'RESSURE = 150 PSI ?.1 GAL., 40 PSI AIR PRE -CHARGE 1" CPVC DRAIN TO FLOOR DRAIN. SEE PLAN. 1 1/2" DEEP MIN. DRAIN PAN SET ON 4TTIC FLOOR SEE NOTES. WATER HEATER NOTES: 1. WATER HEATERS SHALL BE INSTALLED PER FBC 2007-PLUMBING CODE CHAPTER 5, SECT. 502.1. 2. PROVIDE PROPER PRESSURE RELIEF VALVES PER FBC 2007-P, SECT. 504. 3. PROVIDE PROPER PAN AND DRAIN PER FBC 2007-P SECT. 504.7 THRU 504.7.2. WATER HEATER DETAIL ICF WALL SPACE SUFFICENT TO ACCOMMODATE PVC COUPLING DRILL 1 "0 HOLE IN SIDE TO RELIEVE PRESSURE N.T.S. DOWNSPOUTS PER PRE-ENGINEERED METAL BLDG. MFR. NO KICKER. GALV. METAL SQUARE -TO -ROUND TRANSITION COUPLING - PROVIDE SUBMITTALS. CLEAN -OUT A.D.S. COLLECTOR COUPLING 6" A.D.S. ROOF DRAIN PIPE. CONNECT TO ALL DOWNSPOUTS AND MANIFOLD TOGETHER AS REQUIRED (SHOWN PER PLAN) DOWNSPOUT LOCATIONS & QUANTITY TO BE VERIFIED W/ METAL BUILDING SHOP DWG'S. .�:in��az.1►m�.r1lc��l CONTINUATION OF A.D.S. DOWNSPOUT MANIFOLD SYSTEM. DOWNSPOUT ADAPTER DETAIL N.T.S. TABLE 11062 SIZE OF VERTICAL CONDUCTORS AND LEADERS DIAMETER OF HORIZONTALLY PROJECTED ROOF AREA SQUARE FEET LEADER RAINFALL RATE INCHES PER HOUR (INCHES)' 1 2 3 4 5 6 7 8 9 10 11 12 2 2,880 1,440 960 720 575 480 410 360 320 290 260 240 3 8,800 4,400 2,930 2,200 1,760 1,470 1,260 1,100 980 880 800 730 4 18,400 9,200 6,130 4,600 3,680 3,070 2,630 2,300 2,045 1,840 1,675 1,530 5 1 34,600 17,300 11,530 8,650 6,920 5,765 4,945 4,325 3,845 3,460 3,145 2,880 6 1 54,000 27,000 17,995 13,500 10,800 9,000 7,715 6,750 6,000 5,400 4,910 4,500 8 1116,0001 58,000 38,660 29,000 23,200 19,315 16,570 14,500 12,890 11,600 10,545 9,600 TABLE 1106.3 SIZE OF HORIZONTAL STORM DRAINAGE PIPING SIZE OF HORIZONTALLY PROJECTED ROOF AREA SQUARE FEET HORZ. PIPING RAINFALL RATE INCHES PER HOUR (INCHES) ° 1 2 3 4 1 5 6 1/8 UNIT VERTICAL IN 12 UNITS HORIZONTAL 1-PERCENT SLOPE 3 3,288 1,644 1,096 822 657 548 4 7,520 3,760 2,506 1,800 1,504 1,253 5 13,360 6,680 4,453 3,340 2,672 2,227 6 21,400 10,700 7,133 5,350 4,280 3,566 8 46,000 23,000 15,330 11,500 9,200 7,600 10 82,800 41,400 27,600 20,700 16,580 13,800 12 133,200 66,600 44,400 33,300 26,650 22,200 15 218,000 109,000 72,800 59,500 47,600 39,650 RWL SIZE DETERMINATION: 1. 6"0 HORIZONTAL STORM DRAINAGE PIPING PER TABLE 1106.3 ABOVE HAS A CAPACITY FOR 4,280 S.F. OF ROOF AREA 0 5" RAINFALL PER HOUR. 2. TOTAL ROOF AREA < 8,500 S.F. 3. ROOF HAS CENTER RIDGE, DIVIDING AREA IN HALF, EACH ZONE WITH INDEPENDENT RWL SYSTEM. 4. EACH ZONE = < 8,500 S.F./2 = < 4,250 S.F. 5. ENTIRE ZONE CAN BE ACCOMMODATED BY (1) 6"0 HORZ. DRAIN PIPE. 6. THEREFORE RWL SYSTEM MEETS MINIMUM SIZE REQUIREMENTS. TO GUTTER 0 LOW EAVE TO GUTTER 0 LOW EAVE C.O. TO GUTTER 0 LOW EAVE 6" TO GUTTER 6 ® LOW SAVE g" DS Lj TO GUTTER k 0 LOW EAVE 12" TO GUTTER 6 12" 0 LOW EAVE Lj 6„ CONNECT 12" MANIFOLD12" PIPE INTO DRAINAGE INLET / 12"\ 12" / BUILDING LINE SEE 3/502 FOR CONTINUATION. ROOF DRAIN RISER DIAGRAM NO. 1 LOCATION: NORTH SIDE OF FACILITY TOTAL DRAINED SQUARE FOOTAGE = 4,250 TO GUTTER ® LOW SAVE A.D.S. NYLOPLAST IN -LINE DRAIN 15"0, DUCTILE IRON GRATE W/ CONC. APRON. SEE DETAIL. G.E. = 6.7. 2 502 ALL MANIFOLD PIPING P BELOW GROUND SHALL A.D.S. BLACK FLEXIBLE DRAIN PIPE TO GUTTER ® LOW EAVE TO GUTTER 0 LOW EAVE TO GUTTER ® LOW EAVE TO GUTTER DS CONNECT 12" MANIFOLD 0 LOW EAVE PIPE INTO DRAINAGE INLET BUILDING LINE 12" DS 6"- DS 1 6" DS 12 l� DS TO GUTTER ® LOW EAVE TO GUTTER ® LOW EAVE TO GUTTER @ LOW EAVE / DS "\ 6" DS ' 6" 6" O 12� 6" 12" 20' SECTION OF- 12" PVC C900 CENTERED UNDER VESTIBULE ROOF DRAIN RISER DIAGRAM NO. 2 LOCATION: SOUTH SIDE OF FACILITY TOTAL DRAINED SQUARE FOOTAGE = 4,250 2 TYP. C.O. -A.D.S. NYLOPLAST IN -LINE DRAIN 15"0, DUCTILE IRON GRATE W/ CONC. APRON. SEE DETAIL. G.E. = 6.7. ALL MANIFOLD PIPING BELOW GROUND SHALL A.D.S. BLACK FLEXIBLE DRAIN PIPE U.N.O. PLUMBING LEGEND COLD WATER LINE HOT WATER LINE C CONDENSATE LINE H SHUT-OFF VALVE 3/4" C xc_ NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION. NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED. NMI m CONSULTING 1640 N.W. BOCA RATON BLVD. BOCA RATON, FL 33432 TEL: (561) 391-9292 FAX: (561) 391-9898 CERTIFICATE OF AUTHORIZATION NO. 28107 HAROLD R. TUBBLER, P.E. LICENBE # 19 31 5 E-MAIL: INFD@FAECONBULTI NG. CDM \ 3/4- 1 - 1 /4" c 1 1/4" PVC COND. DOWN V EMERGENCY PAN DRAIN, TYP. PROVIDE "P"-TRAP @ AHU, TYP. \ u \ rh'fSEP \ ARfSOajfCTSAND444 P \ RfQbIRED ro4oc AOPpSfO \ MAyQEN g'FlfCD/NSP AAfp77, 011( GOOSENECK ENECK c \ EXTERIOR DOypUILDING � fR R� rHAT CONNECT TO \ RWL MANIFOLD \ DOWNSPOUT \ RWL MANIFOLD 5 AHU - 1, 3,5 CONDENSATE RISER DIAGRAM N.T.S. 502 NOTES: 1. MIN. 1/8" PER FOOT SLOPE FOR ALL CONDENSATE LINES. 2. ALL COND. LINES SHALL BE INSULATED W/ 1/2" ARMAFLEX OR APPR'D SUBSTITUTE. N.T.S. 1 1/4" PVC COND. DOWN \ GOOSENECK \ ^ VENT � c PAN DRAIN, TYP. N.T.S. DOWNSPOUT RWL MANIFOLD CONNECT TO RWL MANIFOLD BUILDING EXTERIOR PROVIDE "P"-TRAP ® AHU, TYP. AHU - 2,4 CONDENSATE RISER DIAGRAM NOTES: 1. MIN. 1/8" PER FOOT SLOPE FOR ALL CONDENSATE LINES. N.T.S. 2. ALL COND. LINES SHALL BE INSULATED W/ 1/2" ARMAFLEX OR APPR'D SUBSTITUTE. (A W < (L 2 0 0 N Z W < 2 0 11 LL z < W } Z 0 Z W 2 3 0 0 N W 7 ir 0 0 < d 0 0 J LL g 7 (A (A W IL 0 W I <I W 0 r W (L (L W N < W 0 } (L U 0 Z 3 It co I REVISIONS BY 0) rn cD Z 0 o� cD W O N- Z �o Z ~ coM N V) 0 W Z O o 0� my CCJ U m . L W za ww O z W Ug J 0 �O o13� rn m IU (� �z 0 �Y LU cD f- do 0 U U_ �W^ V J qql- Q O M LL w 0��o Q Q M = O Q LL �i-�U 0>0CC uj O�z� z Er 0 H J co Q co 0 LL z 0 1 z DATE 12-20-10 SCALE AS NOTED DRAWN DCM AB JOB 10396 SHEET 502 OF 3 SHEETS PROJECT.... NAVY SEAL,MUSEUM SANITARY SIZING FIXTURE TYPE NO. F.U./EACH TOTAL MIN. TRAP SIZE WATER CLOSET 4 4.0 16.0 3" URINAL 1 4.0 4.0 2" LAVATORY 4 1.0 4.0 11/4" DRINKING FOUNTAIN 2 0.5 1.0 1 1/4" LOUNGE SINK 1 2.0 2.0 11/2" JAN. SINK 1 2.0 2.0 11/2" DISHWASHER 1 2.0 2.0 11/2" FLOOR DRAIN 3 2.0 6.0 2" TOTAL 17 - 37.0 - TOTAL SANITARY FIXTURE UNITS= ............ P 0 MINIMUM SIZE SANITARY LINE @ 1/8" SLOPE .............4............... HOT & COLD WATER SIZING PER TABLE E103.3(2) F.B.C. 2007 (PLUMBING) PER FIXTURE MULTIPLIED FIXTURE TYPE NO. C.W.F.U./EA, H.W.F.U./EA. TOTAL TOTAL WATER CLOSET 4 5.0 5.0 20.0 URINAL 1 3.0 - 3.0 3.0 LAVATORY 4 1.5 1.5 2.0 8.0 DRINKING FOUNTAIN 2 0.25 - 0.25 0.5 LOUNGE SINK 1 1.5 1.5 2.0 2.0 JAN, SINK 1 1.5 1.5 2.0 2.0 DISHWASHER 1 - 1.4 1.4 1.4 HOSE BIBB 2 3.0 - 3.0 6.0 TOTAL 15 - TOTAL C.W.F.U. = ... 42.,9........ MINIMUM SIZE WATER SERVICE.............. MINIMUM SIZE WATER METER ........ .............. PLUMBING LEGEND COLD WATER LINE HOT WATER LINE SANITARY LINE H SHUT-OFF VALVE HOSE BIBB WITH S.O.V. H.B. ►� & VACUUM BREAKER / 2'� � 3" / (24 FU) / 2"</ 2 HI -LOW \ D.F. 3„ 19 FU) 1" EMERGENCY \ (28 FU) / 1 1/4" DRAIN PAN LINE. / I C.O. 3" r i D.W. �2., / / 2.' (7 FU) 2., (1 FU) 3„ JAN. 2-COMP (6 FU) SINK 11/2" LOUNGE I C.O. IC.O. SINK 2° (2 FU) 2„ 3., (4 FU) (2 FU) 3"F.D. 1/2"C.W. / D.W. 1/2"H.W. 3"V.T.R. )IL 2" / +-3„ W.C.1 2�// T-2 I 3" LAV I (4 FU) 1C.O. /f LAV2LT 3" W.C. (2 FU) C.O (B FU) (4 FU) Q F (4 FU) I� LAV W�- 3" 110 FU) LAV C.O. 11 I___ 3„ 14 FU) (18 FU) 3"F.D. 31, (22 FU) �2„ 3" (2 FU) R. 2 C' (4 FU) IC.O. 4"/ (37 FU) JIDE 1/2"C.W. PRIMER FORR DRAINS. 4" (37 FU) WASTE RISER DIAGRAM N.T.S. 3/4" LW. 3/4"H.W. SHOCK 3/4"C.W. ARRESTOR � HI -LOW 1/2"C.W. 3/4"H.W. 3/4"H.W. rNK 4"H.W. 3/4"C.W, 3/4"C.W. 4" C.W. 1/2"H.W. 1/2"C.W. 3/4"H.W. JAN. 3/4"C.W' SINK WATTS BRVT SHOCK PRESSURE ARRESTOR RELIEF VALVE TRP S H.B. 1/2"C.W. REF, W.H. 1" EMERGENCY DRAIN PAN LINE DISCHARGE 2" ABOVE FLOOR DRAIN. 3/4"H.W. 3/4"C.W. 3/4"C.W. 3/4"H.W. 3/4"H.W. 1,. C.W. 3/4" C.W. i 3/4"H.W. 1" C.W. / 3/4"H.W. 1" C.W. ( / - / 12 1" C.W. 1 I UR. -HEAT TRAPS /- LAV W.C. W.C. I 1/2"C.W. LAV 1/2"H.W. 1/2"C.W. "C.W. / W.C. W.C. 1/2"C.W. LAV 1/2"H.W. 1/2"C.Id. 1" C.W. BELOW SLAB WATER RISER DIAGRAM N.T.S. 4" PVC SANITARY SEWER LINE FROM BUILDING. SEE CIVIL PLANS FOR SEWER CONNECTION. C.T.G. 1" COLD WATER LINE BELOW GRADE FROM BUILDING. SEE CIVIL PLANS FOR WATER METER & BACKFLOW CONNECTION. H.B. 1/2"C.W.-,�'n' , 1" C.W. / BELOW SLAB NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION. NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED. MIN CONSULTING 1640 N.W. BOCA RATON BLVD. BOCA RATAN, FL 33432 TEL: (561) 39 1 -9292 FAX: (561) 391.9898 CERTIFICATE OF AUTHORIZATION NO. 28107 HAROLD R. TUSSLER, P.E. LICENSE #1931 5 E-MAIL: IN FD@FAECONSULTI NS. CDM THESEPLANS ARESU6JfCT TO D ALL pROpOSED REOUIREpgy FIELD �CORREC WORK MAYBENEC INSpECTORSRONS �oM��Yw1tpS,SA a ORDER TO H T RD 0i W Z Q a i 0 0 co Z W I Q X LL Z N W a W I 3 0 I 3 W Z 0 LL I"' Z W 0 I w 7 It 0 } a U 0 F J LL a REVISIONS BY d� rn U) (n 0O 0 �� W N� zLo't (1)oM Wz a Z O �J x U �Y < Jam L" Lj za LL' O Z w U Q ::IJ 0 'to 0 0W rn m I IU- Z z R - w '� ``° U U- L� 0 ruj V C� G � d' �-=Q� O M w > 0c/) 0 O Q LL LuLIJ i- 2 U 0 0Ir 0- Q Z LLJ 0zC) o� Q cy)0 LL z 0 Z DATE 12-20-10 SCALE AS NOTED DRAWN DCM AB JOB 10396 SHEET 503 OF 3 SHEETS A/C LEGEND ® 4W - DIFFUSER —®— 2W - DIFFUSER TRANSITION L� MANUAL VOLUME DAMPER I (M.V.D.) FIRE DAMPER (F.D.) O THERMOSTAT Q REMOTE ALARM TEST STATION L/S — — LIQUID/SUCTION LINE eDIFFUSER TYPE 100 CFM AUTOMATED VOLUME DAMPER CONDENSING UNIT AIR HANDLER UNIT RETURN AIR GRILLE SIDEWALL DIFFUSER/GRILLE EXHAUST FAN CONDENSATE LINES ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR R.A. RETURN AIR R.C. ROOF CAP W.C. WALL CAP O/A OUTSIDE AIR S.A.D. SUPPLY AIR DUCT R.A.D. RETURN AIR DUCT R.A.G. RETURN AIR GRILLE E.A.G. EXHAUST AIR GRILLE T.E.D TOILET EXHAUST DUCT AVD AUTOMATED VOLUME DAMPER FHP FLORIDA HEAT PUMP AHU AIR HANDLER UNIT CU CONDENSING UNIT WAHU WALL MOUNTED AIR HANDLER UNIT CAHU CEILING MOUNTED AIR HANDLER UNIT (N) NEW (E) EXISTING TO REMAIN (D) EXISTING TO BE DEMOLISH (R) EXISTING TO BE RELOCATED ® UP rLy ON SUPPLY DUCT (UP & DOWN) UP FL" y DN RETURN DUCT (UP & DOWN) ®UP 'y DN EXHAUST DUCT (UP & DOWN) ® UP FN DN O/A DUCT (UP & DOWN) NEW DUCT - WIDTH x DEPTH NEW FLEX DUCT - DIAMETER EXHAUST FAN DATA FAN # EF-1 EF-2 EF-3 MANUFACTURER GREENHECK SP-650 GREENHECK SP-B150 GREENHECK SP-13150 CFM 50 150 100 E.S.P. IN, WG. 0.100 0.100 0.100 RPM - ROOF CURB TYPE - DIRECT DRIVE - - - 625 1050 700 ELECTRIC V/0/HZ 115/l/60 0.5 AMPS 115/l/60 1.7 AMPS 115/1/60 0.7 AMPS OPERATING WEIGHT 9.0 LBS 10.0 LBS 10.0 LBS ACCESS. - ROOF CURB TYPE - FIRESTAT - BACKDRAFT DAMPER - DISCONNECT SWITCH - SPEED CONTROL - - - - - X X X - - - REMARKS x 4"0 SHEET METAL DUCT. x SEE PLANS FOR TERMINATION. x 6"0 SHEET METAL DUCT. x SEE PLANS FOR TERMINATION. x 5"0 SHEET METAL DUCT. x SEE PLANS FOR TERMINATION. 36"x3O" INTAKE LOUVER RUSKIN L/S LINES ROUTED UP TO AHUs. NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION. NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED. Nn CONSULTING 1540 N.W. BOCA RATON BLVD. BDCA RATON, FL 33432 TEL: (561) 391-9292 FAX: (561) 391-9898 CERTIFICATE OF AUTHORIZATION NO. 2B107 HAROLD R. TUSSLER, P.E. LICENSE #19315 E-MAIL: INFO@FAECONSULTIN6. CO M THESE PLANS AND ALL PROPOSED WORK ARE SUSJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BS NECESSARY IN ORDER TO QAMMY WNfH A" AlM IDAW 00 , HVAC PLAN SCALE: 3/16" = 1'-O" rn W Z a 2 0 0 co Z W Q 0 cc LL 0 N W I W (L } D. 0 Z W 3 0 0 I W co ff 0 Q IL 0 0 LL }0 F I W (L 0 (L 0 Z Q W H 0 I } (L 0 0 0 0 REVISIONS BY It rn 10 0 /w y Z Su) r /`° W O N , z o N WZ~0N1 Z o 0J m< 0 �Y � J z za O W Js O o 0O Q o� m I U_ r7 Z ao Z UI �Y to Lu In "� F7 w U tL 0 0 rW V L cr— J Q Vt Q ` J O 0cl) Q 3:o Q 0~(50 oM=� Q Lu>�U 2 0�0rr �z O � c =CMcr O LL Z F— Q Z DATE 12-20-10 SCALE AS NOTED DRAWN DCM AB JOB 10396 SHEET 601 OF 2 SHEETS AIR CONDITIONING SPECIFICATION A.GENERAL 1. AIR CONDITIONING CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY ALL CONDITIONS, LOCATIONS, DIMENSIONS, MATERIALS, ELEVATIONS AND COUNTS AS SHOWN AND/OR NOTED ON THE DRAWINGS AND INCLUDE IN THE BID ANY AND ALL FABRICATION REQUIRED PRIOR TO INSTALLATION, THE CONTRACTOR SHALL VERIFY SIZE, ELEVATION, AND PRESENT STATE OF ALL EXISTING UTILITIES. 2. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY AND ALL EXISTING FIELD CONDITIONS WHICH DEVIATE FROM WHAT WAS SHOWN ON THE PLANS, CONTRACTOR IS RESPONSIBLE TO PROVIDE PRICING FOR A COMPLETE INSTALLATION INCLUDING ANY COSTS ASSOCIATED WITH FIELD CONDITIONS AT THE TIME OF BIDDING. 3. IT SHALL BE THE RESPONSIBILITY OF THE AIR CONDITIONING CONTRACTOR FOR THE ADVANCED ORDERING OF LONG LEAD ITEMS SO THAT DELIVERY WILL NOT INTERFERE WITH THE PRODUCTION OF OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. 4. IT SHALL BE THE RESPONSIBILITY OF THE AIR CONDITIONING CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK SHOWN AND/OR NOTED ON THE DRAWINGS. THE DRAWINGS ARE DIAGRAMMATIC: DO NOT SCALE FOR EXACT LOCATIONS. THE AIR CONDITIONING CONTRACTOR SHALL INSTALL ALL NECESSARY OFFSETS, BENDS, AND TRANSITIONS AS REQUIRED TO PROVIDE A COMPLETE AND FULLY OPERATIVE SYSTEM. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. CONTRACTOR SHALL NOTIFY ENGINEER IF DUCT SIZE CHANGES ARE REQUIRED BECAUSE OF EXISTING CONDITIONS. 5. OWNER SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, TESTS, AND ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. COPIES 6 6. AFTER BID SELECTION AND PRIOR TO COMMENCEMENT OF WORK, THE AIR CONDITIONING CONTRACTOR SHALL SUBMIT () OF EQUIPMENT CUTS FOR ALL DUCT WORK, EXHAUST FANS, AIR DEVICES, AND EQUIPMENT AS STATED ON SCHEDULES AND OR NOTES, IF THE CONTRACTOR PROPOSES TO USE ANY ARTICLE, DEVICE, PRODUCT, OR MATERIAL WHICH IS NOT AS SPECIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVE TO THE ENGINEER THAT THE PROPOSED SUBSTITUTION IS EQUAL AND WILL FIT ALLOCATED SPACE. B. WORKMANSHIP 7. ALL WORK SHALL BE PERFORMED BY A LICENSED AIR CONDITIONING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. ALL WORK- MANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES AND ORDINANCES. B. THE AIR CONDITIONING CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR TO ORIGINAL CONDITION ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, AND FURNISHINGS CAUSED BY THE CONTRACTOR DURING THE PERFORMANCE OF WORK. 9. 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 THEREBY. C. PIPING 10. ALL REFRIGERANT PIPING SHALL BE TYPE "L" OR TYPE "K" COPPER WITH WROUGHT COPPER OR BRASS FITTINGS. STEEL VALVES ARE NOT PERMITTED. 11. THE PLUMBING CONTRACTOR SHALL RUN ALL CONDENSATE DRAINS IN PVC UNLESS OTHERWISE NOTED. 12. INTERIOR CONDENSATE DRAIN PIPING AND REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH 5/8" THICK IMCOLOCK OR ARMAFLEX. 13. COMBUSTIBLE PIPING IS NOT PERMITTED IN RETURN AIR PLENUMS OR CEILING SPACES USED FOR RETURN AIR. D. INSTALLATION 14. LOCATION OF AIR CONDITIONING DUCTS AND AIR DEVICES MAY CHANGE. VERIFY EXACT LOCATION WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT LOCATION OF DUCTS, DIFFUSERS, GRILLES, REGISTERS, PIPING, EQUIPMENT, ETC. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF AIR DEVICES. 15. NOT USED. 16. THE AIR CONDITIONING CONTRACTOR SHALL USE VANED ELBOWS OR APPROVED 3 PIECE ELBOWS, SPUTTER DAMPERS WHERE INDICATED, VOLUME CONTROLS IN ALL BRANCH LINES AND SUPPLY AND RETURN AIR DEVICES, 17. THE AIR CONDITIONING CONTRACTOR SHALL SEAL ALL DUCTS IN AN APPROVED MANNER TO INSURE AGAINST LEAKAGE. 18. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY CONFLICTS IN LOCATIONS FOR DUCTS, DIFFUSERS, GRILLES, REGISTERS, PIPING, EQUIPMENT, ETC., INORDER TO NOT INTERFERE WITH THE PROGRESS OF CONSTRUCTION. E. EQUIPMENT AND MATERIALS 19, THE AIR CONDITIONING CONTRACTOR SHALL PROVIDE FLEXIBLE DUCT CONNECTIONS TO ALL FANS, A/C UNITS, OR MECHANICAL EQUIPMENT, EXCEPT FOR EXHAUST HOODS. 20. ALL EXHAUST AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH ASHRAE, SMACNA, AND LOCAL CODES. ALL OUTSIDE AIR DUCTS SHALL HAVE 1" INSULATION IN AIR CONDITIONED SPACES. 21. UNLESS NOTED AS EXISTING, ALL EQUIPMENT, PIPING, DUCTS, REGISTERS, ETC., SHALL BE NEW. 22. TERMINAL AIR DISTRIBUTION DEVICES SHALL BE TITUS, METALAIRE OR NAILOR-HART OR EQUAL AS SCHEDULED: ALL VOLUME DAMPERS SHALL BE OPPOSED BLADE TYPE WITH SCREWDRIVER ADJUSTMENT. 23. ALL SUPPLY AND RETURN FIBERGLASS AIR DUCTWORK SHALL BE JOHNS MANVILLE FIBERGLASS (1.5" THICK). TYPE 475 OR 800 OR SHEET METAL WITH MINIMUM R-6 EXTERIOR FOILBACK INSULATION. UNLESS OTHERWISE NOTED ON PLANS ALL DUCTS SHALL BE SUPPORTED IN AS STRAIGHT AND LEVEL AS FASHION AS POSSIBLE. THE ENTIRE INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH ASHRAE, SMACNA, AND LOCAL CODES. FLEXIBLE DUCTS SHALL BE UL-181 RATED, NONMETALLIC, CLASS 1, R-6 - INSTALLED IN ACCORDANCE WITH FBC-M 304.1 0 FLEXIBLE DUCTS SHALL NOT BE LIMITED IN LENGTH PER FBC-M 603.5.1.1. ALL FLEX DUCTS LONGER THAN 16'-0" SHALL BE SUPPORTED AT MAX. 4FT O.C. INTERVALS WITH HANGERS TO AVOID AIRFLOW RESTRICTION. 24. THE AIR CONDITIONING CONTRACTOR SHALL PROVIDE ALL CONTACTORS, STARTERS, RELAYS, AND THERMOSTATS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES, DISCONNECTS, POWER WIRING AND CONTROL WIRING. 25. THE AIR CONDITIONING CONTRACTOR SHALL PROVIDE 1" THICK FARR 30/30 (THROW -AWAY TYPE) FILTERS WITH EACH A/C UNIT. REQUIRED AT ALL RETURN GRILLES, 26. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABEL WHERE APPLICABLE. F. SAFETY 27. ALL PENETRATIONS OF FIRE -RATED WALLS, FLOORS OR CEILINGS SHALL BE FIREPROOFED BY A SEALING METHOD AND RATING AS SPECIFIED ON THE DRAWINGS OR AS REQUIRED BY THE LOCAL OR STATE CODES. 28. AIR HANDLING DEVICES IN EXCESS OF 2000 CFM WILL HAVE A DUCT SMOKE DETECTOR TO STOP THE FAN AND ACTIVATE A HORN AND STROBE LIGHT, ALL EQUIPMENT SHALL BE INTERLOCKED AS REQUIRED BY LOCAL CODES OR FIRE SAFETY OFFICIALS. 29. ALL WORK SHALL COMPLY WITH BASE BUILDING LIFE SAFETY/SMOKE CONTROL SYSTEM REQUIREMENTS. PROVIDE ALL NECESSARY WIRING, CONTACTORS, RELAYS, ETC., AS REQUIRED FOR INTERFACE WITH BASE BUILDING SYSTEM. 30. THE AIR CONDITIONING CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERFORMED, FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. G. COMPLETION 31. THE AIRCONDITIONING CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS BUILT DRAWINGS TO THE ENGINEER UPON COMPLETION OF INSTALLATION. IF FIELD CHANGES ARE MADE WHICH DEVIATE FROM ENGINEERING DRAWINGS TO THE EXTENT THAT THE BUILDING DEPARTMENT REQUIRES THESE CHANGES BE INCORPORATED PRIOR TO INSPECTION, THE CONTRACTOR SHALL PROVIDE SKETCHES TO THE ENGINEER FOR INCORPORATION INTO THE BUILDING PLANS, ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THAT CONTRACTOR, 32. THE AIR CONDITIONING CONTRACTOR SHALL PROVIDE A TEST AND BALANCE REPORT PER FBC 2007, CH 13, 410.1.ABCD.4 FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS FOR ALL PROJECTS. THE T & B REPORT SHALL BE IN ACCORDANCE WITH AIR BALANCE COUNCIL STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLES, AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMP VFI FROM SUPPLY GRILLES AND EVAPORATORS. IF THE OWNER EXPERIENCES UNCOMFORTABLE CONDITIONS, THE CONTRACTOR SHALL BE RESPONSABLE FOR THE VERIFICATION OF AIR FLOW TO WITHIN PLUS OR MINUS 10% FROM AIR QUANTITTIES STATED ON THE PLAN. 33. AIR CONDITIONING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, AND ALL GUARANTEES AND WARRANTIES SHALL BE DELIVERED TO THE OWNER. COMPRESSORS SHALL HAVE EXTENDED FIVE YEAR WARRANTIES. 3/4" C \ -RETURN TUBE -� GASKET a..•T . . . . . . . . . . • . SUPPLY TUBE _MOTE ALARM EST STATION ICATE NEXT TO ELECTRICAL CONNECTION IT THERMOSTAT HOLE FOR 3/4" SMOKE DUCT DETECTOR CONDUIT (BOTH SIDES) EST MOD # SIGA-SD W/ REMOTE ALARM TEST STATION MOD # SD-TRK (OR EQUAL( SUPPLY DUCT 1. SMOKE DUCT DETECTOR REQUIRED FOR UNITS WITH 2,000 CFM OR GREATER. LOCATE SMOKE DUCT DETECTOR IN SUPPLY DUCT AT UNIT. SEE FLOOR PLAN FOR EXACT LOCATION. 2. PROVIDE ACCESS PANEL FOR DETECTOR INSPECTION/REPAIR. 3. CONNECT DUCT DETECTOR TO BUILDINGS FIRE ALARM SYSTEM IN ACCORDANCE WITH FBC-M 606.4.1 DETAIL SMOKE DUCT DETECTOR NOT TO SCALE NO.8 MOUNTING DETAIL NOTES: x CUs ARE TO BE LOCATED ON 4" THICK PADS ABOVE THE AREA FLOOD PLANE. CONTRACTOR SHALL VERIFY REQUIRED ELEVATIONS WITH MUNICIPALITY OFFICIAL, DETAIL COMPLIES WITH FBC MECH . 301.12 UNIT TIE DOWN: 4 16 GA, 1-1/2" WIDE METAL STRAPS OVER CBASE (QTY: 4)) GROUND MOUTED CONDENSING UNIT SECURING REQUIRMENTS IFMC 301.13.1) N0. OF SCREWS CONDENSING UNIT HEIGHT _PER SIDE 1 0" -Tr- 2 12" - 24" 3 24" - 36" ENGINEER GREATER THAN 36" _SPECIFIED OR MORE THAN S TON SCREWS ARE TO BE #14 AND IN COMPLIANCE WITH ALL SUB -SECTIONS OF FMC 301.13, DISCONNECT OR CIRCUIT BREAKER LOCATION: BY ELECTRICAL CONTRACTOR. 1110111 CONTROL WIRING: APPROVED FOR OUTDOOR USE, WITH NYLON "WIRE -TIES" REFRIGERANT PIPING: -EEVSERVICE VALVES: EXTERNAL TO UNIT III 1T-ITi T=1 M-T 3/8" CONCRETE WEDGE VIBRATION ISOLATION PADS: 3/8" ANCHOR INTO EQUIPMENT SUPPORT PAD: THICK, RIBBED, NEOPRENE EQUIPMENT PAD BY GENERAL CONTRACTOR DETAIL CONDENSER MOUNTING DETAIL NOT TO SCALE Noe 1 a. a FLAPPER a e oe' FASTEN WITH .. < . a.4, (3) # 10 TAP CONS EACH SIDE a . e a' �• e a DETAIL WALL CAP DETAIL NOT TO SCALE NO.4 WITH SHEET METAL SCREW FASTENERS PROVIDE CLASS 1 FLEX DUCT TO DIFFUSERS (16FT MAX DISTANCE) MAIN TRUCK DUCT TAP DUCT CIRCULAR DUCT FOR CONNECTION TO FLEX DUCT ULATED ROUND NECK .ING DIFFUSER LAY -IN ACOUSTICAL CEILING TILE IDETAIL I SPIN COLLAR DETAIL I NOT TO SCALE I NO.6 PER 2007 FBC CH. 13, SECTION 409.ABC.3.3: PROVIDE AUTOMATIC VOLUME DAMPERS (A.V.D.) IN OUTSIDE AIR DUCTS WITH CFM'S IN EXCESS OF 300 CFM. INTERLOCK A.V.D. WITH CU: A.V.D. TO OPEN FULLY WHEN CU IS ACTIVE, A.V.D. TO CLOSE FULLY WHEN CU IS INACTIVE. MANUAL VOLUME DAMPERS ARE �\ SUFFICIENT FOR LESS THAN 300 CFM OF { \\ OUTSIDE AIR. TF120-S p10 #24 SHEET METAL DUCT SHEET METAL SCREW 46 WITH MASTIC SEALANT. GREENHECK VCDR-50 ROUND DAMPER DETAIL AUTOMATIC VOLUME DAMPER NO.9 (A.V.D) DETAIL NOT TO SCALE 1 j 1" IT' 1/2' THREADED ROD OUTSIDE AIR DUCT, SPRING VIBRATION SRAP-LOK INSULATED ISOLATORS (TYPJ OR APPROVED SUBST. SEE DETAIL TERMINATE W/ ROOF DUCT SMOKE I` CAP & INSECT SCREEN, DEFECTOR NP. S/A COIL FAN R/A �'- SECTION SECTION 1/2' 0 ALL THREAD EME"^. - BOLTED TO KNOCK -OUTS CONDENSATE IN AHU. SEE DETAIL DRAIN PAN SECTION 1HIS SHEET. DETAIL AHU INSTALLATION DETAIL NOT TO SCALE NO.2 500# CAPACITY PURLIN ROOF SLOPE LESS THAN OR EQUAL TO 1:12 25/64"0 HOLE SAMMY X-PRESS (FIELD DRILL) SIDEWINDER PIPE HANGER MODEL SWXP 35 � LOCK NUT NOT TO EXCEED MID -DEPTH OF PURLIN DETAIL HANGER DETAIL AT PURLINS NO.3 TO NOT TO SCALE I #10 TAPCONS (TYP OF 8) NOTE: LOUVER TO BE GREENHECK ESD-635X OR EQUAL TO BE APPROVED BY THE ENGINEER & TO BE EQUIPPED WITH A BUG SCREEN. IDETAIL I WALL LOUVER MOUNTING DETAIL I NOT TO SCALE I NO.5 SEE DUCTWORK AND ACCESSORIES NOTES FOR SPECIFICATION OF DUCT MATERIALS, FASTENING SYSTEM, AND IS METHODS. STRAP AND SADDLE HANGING DETAIL NOTE: ALL STRAP SHALL BE A MINIMUM OF 1-1/2,26 GA GALVINIZED STEEL. WITH A 6 FT MAXIMUM SPACING. TYPICAL CHANNEL AND STRAP DUCT HANGING DETAIL DETAIL I METHODS OF HANGING NOT TO SCALE NO.7 RIGID FIBERGLASS DUCT DETAIL '0 ZINC THREAD ROD 1" NEOPRENE VIBRATION ISOLATOR 1/2"0 FLAT WASHER STEEL HOUSING 1/2"0 NUT 1/2" FLAT WASHER /2"0 BOLT 21_„ FLAT WASHER 0 AH IIj1- 1 AHU KNOCK -HUTS #Tal/2-0 NUT AHU NOTE: 4 CONNECTION POINTS PER AHU DETAIL AHU SUPPORT DETAIL @AHU- NOT TO SCALE NO. 10 NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION. NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED. R MI CONSULTING 1640 N.W. BOCA RATNN BLVD. BDCA RATNN, FL 33432 TEL: (561) 391-9292 FAX: (561) 391-959B CERTIFICATE OF AUTHORIZATION NO. 28107 HAROLD R. TUSSLER, P.E. LICENSE #19315 E-MAIL: INFOQQ FAECONSULTIN O. CUM OUTSIDE AIR CALCULATIONS (ASHRAE 82.12004 TABLE 6-1) MARK AREA SERVED OCCUPIABLE AREA TOTAL NUMBER OF PEOPLE VENTILATION RATE/PERSON VENTILATION RATECFM/SQF ST EXHAUST RATE REQUIRED EXHAUST RATE PROVIDED CIA RATE REQUIRED CA RATE PROVIDED GALLERY #1 4200 60 1 7.50 0.06 1 0 1 0 1 702.0 705 AHU-1 AND 2 GALLERY #2 2600 60 7.50 0.06 0 0 606.0 640 AHU-3 AND 4 OFFICE 106 362.5 1 5 0.06 0 0 26.8 25 RESTROOMS 490 0 0 0 250 250 0.0 250 OFFICE 107 246.5 1 5 0.06 0 0 19.8 20 AHU-5 LOUNGE 325 10 5 0.06 1 0 50 69.5 75 JANITOR/STORAGE 76 0 0 0.12 50 50 9.1 50 CORRIDOR 110 0 0 0.06 0 0 6.6 10 TOTAL 8410.0 300 1 350 1439.8 1775.0 NOTES: 1) OCCUPANT DENSITIES & VENTILATION RATES ARE BASED ON ASHRAE STANDARD 62.1, 2004 & 2006 SUPPLEMENT, PER SECTION 403, SUBSECTION 403.4 OF FLORIDA BUILDING CODE MECHANICAL 20D7. 2) ACTUAL OCCUPANCY IS BASED ON EITHER SEATING ARRANGEMENT OR INFORMATION PROVIDED BY OWNER AND OR ARCHITECT, TOTAL EXHAUST RATE REQUIRED 300 TOTAL EXHAUST RATE PROVIDED 350 TOTAL OUTSIDE AIR RATE REQUIRED 1439.8 TOTAL OUTSIDE AIR RATE PROVIDED 1175 TOTAL AIR SUPPLIED 8,600 OUTSIDE AIR TO SUPPLY AIR 20.6 BUILDING PRESSURIZATION with all exhaust systems on) 017 5 TON 4 TON 4 TON 5 TON 4 TON 4 TON AIR CONDITIONING DATA QTY. UNIT N0. MFG. CONDENSING UNIT AIR HANDLER UNIT TOTAL SENSIBLE SEER TOTAL 0/A FAN E.S.P. - IN WATER ELECTRIC HEAT SUCTION & LIQUID LINES MODEL NO. MODEL NO, 2 AHU-1,2 TRANE OR 4TTR5061E1000A 4TEE3F66A1000A 60,000 48,150 16 2,000 355 ea 0.40 34,120 BTU/H ea 1-1/8" & 3/8" CU-1,2 EQUAL 2 AHU-30 TRANE OR 4TTR5049EI000A 4TEEF48B1000A 47,550 36,250 16 1,600 320 ea 0.40 BT/H ea 3U/H 7/8" & 3/8" CU-3,4 EQUAL 1 AHU-5 TRANE OR 4TTR5049E1000A 4TEEF4881000A I 42,600 29,700 16 1,400 425 0.40 23,884 BTU/H 7/8" & 3/8" CU-5 EQUAL A/C EQUIPMENT NOTES: 1) VERIFY ALL A/C ELECTRICAL REQUIREMENTS WITH MANUFACTURERS SPEC. PRIOR TO INSTALLATION. 5) REFRIGERANT LINE SIZE BASED ON 0-80 FT. TOTAL EQUIIVALENT LENGTH 2) PROVIDE R-410A REFRIGERANT 3) PROVIDE PULL DISCONNECTS. 4) PROVIDE 7-DAY DIGITAL PROGRAMMABLE T-STAT WITH NIGHT SET -BACK. PROVIDE THERMOSTAT WITH CLEAR LOCKING COVER. ELECTRICAL DATA COMPRESSOR OFM IFM ELECTRIC CONDENSING UNIT AIR HANDLER UNIT UNIT NO. V/P/Hz HEAT OTY -STAGE FLA LRA QTY FLA HP FLA MIN. CAPACITY MAX FUSE MIN. CAPACITY MAX FUSE AHU-1,2 240/l/60 1 - 2 28.8 152.9 1 2.8 1 7 10 kW 39 60 59 60 CU-1,2 AHU-3,4 240/1/60 1-1 19.9 109 1 2.8 3/4 6.6 10 kW 28 45 59 60 CU-3,4 AHU-5 240/l/60 1-1 19.9 109 1 2.8 3/4 6.8 7 kW 28 45 49 50 CU-5 AIR TERMINAL SCHEDULE (METAL-AIRE) SERVICE SYSTEM LOCATION ACCESSORIES MANUFACTURE MODEL DESCRIPTION A SUPPLY SIDEWALL O.B.D. TITUS MODEL NO: 300FL 30" x 6" C SUPPLY CEILING O.B.D. TITUS MODEL NO: TDC-AA 15" x 15" 2-WAY D SUPPLY CEILING O.B.D. TITUS MODEL NO: TDC-AA 9 x 1 OR 4-WAY F SUPPLY CEILING O.B.D. TITUS MODEL NO: TDC-AA 3- x 8" 3-WAY RA RETURN SIDEWALL O.B.D. TITUS MODEL NO: 35OFL SEE PLANS FOR SIZE (PROVIDE FILTER AT ALL GRILLES( RA RETURN CEILING O.B.D. TITUS MODEL NO: RH SEE PLANS FOR SIZE (PROVIDE FILTER AT ALL GRILLES) AIR TERMINAL NOTES: 1) STANDARD FINISH TO BE WHITE FOR ALL DEVICES. 3) PROVIDE AUXILIARY PANEL FOR MODEL # 5000-6. 2) ALL DIFFUSUER TYPES MIGHT NOT BE USED, 4) ALL DIFFUSERS SPACING SHALL BE EQUAL IN GALLERIES AREA. HVAC DETAILS 0 Z w 0 0 I w D Ir Q a U 0 J D IL g co LU a U z w Ir Q w 0 w IL 0 IL w I H C Q THESE PLANS AND ALL PROPOSED WORK "e ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COM149 WITH A" 9 f REVISIONS BY 0) O UD Z O 01 W I'I z U �o M WZ Z 0� GO CC IL U �kY w J Q Na 7 Ow z �g 0 .,ta OO CC rn m IU ro E � z 00Z �Y Fn LU Lq co � It 0 U v_ LL O LLLJJ V OC-JQqt 0 cy) LL WQ 0��� 0o a 1..L o>�U 2 0 0- Q ` LU A /�zcI-_ LL. () m Q 0 LL 0 Q Z I DATE 12-20-10 I SCALE AS NOTED DRAWN I DCM AB JOB 10396 SHEET I 602 OF 2 SHEETS FIRE ALARM NOTES: 1. PROVIDE A COMPLETE ADDRESSABLE, VOICE ACTIVATION FIRE ALARM SYSTEM PER PLANS, PER CODE. 2. CONFIRM THIS FIRE ALARM LAYOUT WITH THE LOCAL FIRE DEPARTMENT PRIOR TO PROCEEDING WITH THE WORK. 3. ELECTRICAL CONTRACTOR TO CONFIRM WIRING AND CONDUIT REQUIREMENTS W/ FIRE DEPARTMENT AND BUILDING DEPARTMENT PRIOR TO PROCEEDING WITH THE WORK. 4. DETERMINE KNOX BOX REQUIREMENTS WITH FIRE DEPARTMENT. 5. FIRE ALARM SYSTEM SHALL BE U.L. LISTED NFPA 72 APPROVED. 6. UPON ACTIVATION OF FIRE ALARM SYSTEM BY MANUAL STATION, THE FOLLOWING SHALL TAKE PLACE: A. ENERGIZE ALL ALARM SIGNALING DEVICES. P14 P B. SOUND ALL AUDIBLE ALARMS AND FLASH VISUAL SIGNALS THROUGHOUT THE BUILDING. P12 P� C. ALERT LOCAL FIRE DEPARTMENT OR PROPRIETY SYSTEM. D. CAUSE ZONE IN ALARM TO BE DISPLAYED ON THE FACP. P5 Po- 7. FLOW ALARMS MUST BE DIFFERENTIATED FROM OTHER DEVICES. 8. ELECTRICAL CONTRACTOR SHALL VERIFY WITH SPRINKLER CONTRACTOR P3 THE EXACT QUANTITY AND LOCATION BEFORE ROUGH -IN OF DEVICES. P2 P1 9. ALL EQUIPMENT SHALL BE U.L. LISTED. 10. ALL WIRING AND CONDUIT SIZE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND REQUIREMENTS OF NEC, LOCAL CODES, AND NFPA. 11. ZONE AND POWER LINE CONDUCTORS SHALL NOT RUN IN THE SAME RACEWAY. 12. ALL CONDUCTORS SHALL BE COPPER AND SHALL BE SIZED FOR A MAXIMUM LOSS OF 1 DB. MINIMUM WIRE SIZE SHALL BE AS REQUIRED BY MANUFACTURER. 13. QUANTITY OF WIRES PER DEVICES SHALL BE AS REQUIRED BY MANUFACTURER. 14. PROVIDE END OF LINE RESISTORS WHERE REQUIRED. 15. VISUAL INDICATING DEVICES SHALL MEET THE CANDELA REQUIREMENTS SPECIFIED UNDER THE RULES OF THE AMERICANS WITH DISABILITIES ACT (ADA), AND SHALL BE INSTALLED IN LOCATIONS REQUIRED BY ADA 80" ABOVE THE LOWEST FLOOR ELEVATION OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 16. FIRE ALARM SYSTEM BOXES AND CONDUITS PROVIDED BY ELECTRICIAN. ALL EQUIPMENT AND WIRING BY FIRE ALARM CONTRACTOR. 17. THIS FIRE ALARM SYSTEM COMPLIES WITH ALL THE REQUIREMENTS OF NFPA 72 1-6.2.3/5-2.2.3, PROVIDING A MEANS OF THIRD PARTY VERIFICATION AND THE INSTALLATION SHALL BE CERTIFIED OR PLACARDED. 18. THE FIRE ALARM SYSTEM IS U.L. LISTED AS POWER LIMITED AND OF THE GENERAL ALARM TYPE PER NFPA 72. ALL EQUIPMENT IS U-L. LISTED FOR / ITS INTENDED USE. 19. THE FIRE ALARM PANEL IS PROVIDED WITH STANDBY BATTERY PER NFPA 72 WITH 24 HOURS STANDBY AND 5 MINUTES ALARM. SHOULD LOSS OF NORMAL 120VAC OPERATING POWER OCCUR, THE FIRE ALARM WILL AUTOMATICALLY TRANSFER TO THE STANDBY BATTERY. 20. A BREAK IN ANY FIELD WIRING OR GROUNDING OF ANY CONDUCTOR WILL RESULT IN THE ACTIVATION OF THE FIRE ALARM PANEL TROUBLE BUZZER, WHICH CAN BE SILENCED BY OPERATING THE "TROUBLE SILENCE" BUTTON ON THE FIRE ALARM PANEL. 21. THE 120VAC POWER FEED FOR THE FIRE ALARM PANEL AND BOOSTER POWER SUPPLIES MUST BE FROM A DEDICATED EMERGENCY PANEL BREAKER, BREAKER MUST BE IDENTIFIED THAT IT IS FOR THE FIRE ALARM SYSTEM, AND THE BREAKER MUST BE LOCKED. 22. THE INSTALLING CONTRACTOR SHALL SET THE DEVICE ADDRESS AS IDENTIFIED ON THE INSTALLATION WIRING DIAGRAM. 23. WALL MOUNTED HORNS AND STROBES TO BE AT 80" TO BOTTOM OR 6" FROM CEILING WHICH EVER IS LOWER. 24. FIRE ALARM SYSTEM IS A CENTRAL STATION TYPE SYSTEM W/ RADIO TRANSMISSION. 25. ALL DEVICES ARE COMPATIBLE. 26. DUCT DETECTORS REQUIRED ONLY ON ZONES WHICH PROVIDE 2000 CFM CAPACITY OR GREATER, WHICH INCLUDE AHU-1, 2, 3, 4. 27. DUCT DETECTORS SHALL BE PROVIDED BY THE HVAC CONTRACTOR, INSTALLED ON HVAC DUCT BY HVAC CONTRACTOR AND CONNECTED TO LOW VOLTAGE WIRING BY ELECTRICIAN. SEQUENCE OF OPERATIONS - MATRIX: 1. WHEN WATERFLOW IS ACTIVATED, ALL DEVICES WILL ACTIVATE, AND CENTRAL STATION WILL BE NOTIFIED OF ALARM. 2. WHEN TAMPER SWITCHES ARE ACTIVATED, CENTRAL STATION WILL BE NOTIFIED OF A SUPERVISORY SIGNAL. 3. ON ALL ALARM SIGNALS FIRE ALARM CONTRACTOR'S RUNNER WILL BE NOTIFIED AND RESPOND WITHIN (1) ONE HOUR. 4. ON ALL SUPERVISORY SIGNALS FIRE ALARM CONTRACTOR'S RUNNER WILL BE NOTIFIED AND RESPOND WITHIN (4) FOUR HOURS. WIRE UST WIRE TYPE: GAUGE: CONDUCTOR COUNT: FPLR 18 4 FIRE ALARM LEGEND SYMBOL FACP DESCRIPTION FIRE ALARM CONTROL PANEL NEAR ELECTRICAL PANEL ® 60" A.F.F., VOICE ACTIVATION/ ADDRESSABLE SYSTEM REQ'D. INTERIOR SPEAKER STROBE. WALL MOUNTED ® 80" A.F.F., ADA, 75 CD, 18/4 SOLID CONDUCTOR. S1 EXTERIOR HORN STROBE WALL MOUNTED 80" A.F.F., SYSTEM SENSOR P2475K. ADA, 75 CD, 18/4 SOLID CONDUCTOR. INTERIOR STROBE ONLY. WALL MOUNTED ® 80" A.F.F., ADA, 75 CD, 18/4 SOLID KB KNOX BOX MOUNTED TO EXTERIOR WALL ® 60" A.F.F. SEE NOTE 6., 3200 SERIES SURFACE MOUNT. TAMPER SHUT OFF VALVE) 18/4 SOLIDSWITCH. CONDUCTOR. O-O WATER FLOW SWITCH. 18/4 SOLID CONDUCTOR. QD DUCT DETECTOR CONNECTED TO AHU DUCT PER CODE. PROVIDE SAMPLE TUBING AS REQUIRED BY CODE. SEE NOTE 26, 27 ABOVE. RTS RESET AND TEST STATION FOR AHU DUCT DETECTORS, WALL MOUNTED ® 60" A.F.F. NEXT TO THERMOSTATS. AIR HANDLING UNIT ABOVE ACOUSTICAL CEILING. © INTERIOR PULL STATION. SURFACE MOUNTED TO WALL ® 48"A.F.F. P1 EXTERIOR PULL STATION. SURFACE MOUNTED TO WALL ® 48"A.F.F. SYSTEM SENSOR STANDARD WATERTIGHT/ EXTERIOR RATED. ® EXIT LIGHT EMERGENCY LIGHT �Q COMBINATION EXIT/ EMERGENCY LIGHT NOTE: 1. USE EQUIPMENT SPECIFIED OR ENGINEER APPROVED SUBSTITUTE. 2. SEE REFLECTED CEILING PLANS FOR EXIT AND EMERGENCY LIGHT LOCATIONS. H15 pLr--1 I H13 Hit Oa-JI I H10 Oa--J I H9 Oa - I H8-1 I H7 Oa-l' � � H6 �'L'J - I I H4 O Sa-J I I H1 I I r---------- I r--- 120VAC DEDICATED i CIRCUIT WITH GROUND BREAKER LOCK DO RTS1 =-, I RTS2=-; RTS3=-JI 0 RTS4=- F18 --� T17 ------ j' T16-� FIRE ALARM STYLE 4 - CONTROL PANEL INITIATING CIRCUIT FIRE ALARM RISER DIAGRAM -N.T.S. Csc a, FLOOR ADA HEIGHT REQUIREMENTS N.T.S. FIRE ALARM PLAN SYSTEM ZONING ZONE #1 ■ WATER FLOW/TAMPER ZONE #2 = RESET/TEST STATION/DUCT DETECTORS ZONE #3 = HORN/STROBE ZONE #4 = PULL STATIONS ZONE #5 = SPARE ZONE #6 = SPARE L-------------- EXISTING FACILITY_ F.F. ELEV. = 7.48 --------------J FLOW / TAMPER-�, EXTERIOR FIRE SPRINKLER RISER co w Z d a 0 N Z 01 I I Ir LL 0 rb I W a Z W I 3 0 F Z N W I Z Q 01 0 ZZ a U 0 J D LL g D to w a U co I d LL 0 IY W a Ir a W F N d W fF _V I a 0 0 W Zcc d 01 ?L REVISIONS BY rn co o of W O rn too Z t WZco U 0 o U � L �kY � J cczY w O w �g J 0 `r 0 0o ) m a IU n� 'z 'Y FOto w--t LO I p wl v 0 uj Q O M w � 0c�0 �F- M cc clLL 00 w ~U 0 Cn cc CQZ^W OZOLL c CL 0 = M � O Z 0 Z to to _ an F 1I v1 a: 1 Lu Ua O F- x 0 DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 701 OF 2 SHEETS 5/8" TYPE "X" GYP. BIRD. FOR 1 HR RATING & 2 x 5/8" TYPE "X" GYP. BIRD. FOR 2 HR RATING T 1/4" CROWN OF FIRESTOP SEALANT AT STEEL PIPE UP TO 8" CONTACT POINTS ANNULUS: POINT CONTACT TO 2" MAXIMUM `\ 5/8" DEPTH OF FIRESTOP ILL SYSTEM NUMBER W-L-1222 F RATING: 1 AND 2 HR T RATING: N, N & 1 HR SEALANT: STI SPECSFAL LCI-3000 STEEL PIPE DRY WALL PENETRATION N.T.S. CONCRETE WALL OR FLOOR 1/4" CROWN OF FIRESTOP SEALANT STEEL PIPE UP TO 12" ANNULUS: POINT CONTACT TO 1" MAXIMUM 1" PACKED 1/2" DEPTH OF MINERAL WOOL FIRESTOP SEALANT ILL SYSTEM NUMBER CAJ-1353 F RATING: 3 HR T RATING: 0 HR SEALANT: STI SPECSEAL LCI-300 STEEL PIPE CONCRETE WALL PENETRATION N.T.S. HANGER #1 HANGER #2A BAR JOIS T.B.C. LLUII SAMMY SIDE1 TOP BEAM CLAMP & ALL THREAD ROD SIZES FOR 1" THRU 4" PIPE ZINC ATR STEEI 3/8" TO BE USED F� ' PIPE /2" TOBEUSED HANGER RING HANGER DETAILS N.T.S. ;2) NUTS ZINC ATR HANGER RING W4" OS&Y GATE VALVES H TAMPERS "BACKFLOWPREVENTER BY OTHERS) 4" FLG 90' ELL4" FLG 90' ELL 4" CLASS 350 DUCTILE4" CLASS 350 DUCTILE FIN. GRADE M Z 4" DR-14 TO BUILDING (4" M.J. 90' ELL) x 2 M1 4" DR-14 FROM SUPPLY BACKFLOW PREVENTER SECTION VIEW DETAIL 3" TO OVERHEAD SYSTEM 6" ELECT. BELL TR no EXTERIOR WALL 6 HD CABINET & WRENCH 3" WATER�FLOW SWITCH PRESSURE GAUGE -BUILDING- 2" —2" TEST N' DRAIN VALVE W/ RELIEF VALVE; REMOTE END INSPECTORS TEST TO BE ELIMINATED BY USE OF THE TEST AND DRAIN VALVE, 7 N MAIN DRAIN BR 2" D.I. 45 FIN. FLR. FIN. GRADE oa . o. a. o Z M.J. 90' ELL ON 4" C90 DRi4 PVC � N EXTERIOR RISER SECTION VIEW DETAIL A -A TOP OF STERI ® PEAK: 20'7 ' N.T.S. BUILDING SECTION VIEW N.T.S. N.T.S. UNDERGROUND FIRE SPRINKLER SYSTEM GENERAL NOTES: 1. ALL MATERIAL AND INSTALLATION TO BE IN ACCORDANCE WITH NFPA 24, 2002 EDITION, AND LOCAL AUTHORITY. 2. ALL JOINTS TO BE RESTRAINED IN ACCORDANCE WITH NFPA 24, 2002 EDITION, AND LOCAL AUTHORITY. 3. ALL PIPING TO HAVE A 30" MINIMUM DEPTH OF BURY FROM TOP OF PIPE. 4. ALL PIPING TO BE HYDROSTATICALLY TESTED AND FLUSHED IN ACCORDANCE WITH NFPA 24, 2002 EDITION, AND LOCAL AUTHORITY. Hydraulically Designed System Location D.A. #1 No. of Sprinklers 5 Density '10 Design Area Size 1500 SQ. FT. System Demand At Base of Riser GPM Discharge 173.85 Residual PSI 35.619 Hydraulically Designed System Location D.A. #2 No. of Sprinklers 6 Density .10 Design Area Size 900 SQ. FT. System Demand At Base of Riser GPM Discharge 211.66 Residual PSI 37.998 4" X 2h" X 2,T ROUGH BRASS F.D.C. 4" SCH. 40 GALVZ. JAN. 4" WAFER CHECK VALVE 1'-0" ABOVE FINISHED GRADE GRADE I� 0 4" RETAINER GLAND AND TRANSITION GASKET 4" 4" FDC UNDERGROUND LINE RESTRAINED IN ACCORDANCE WITH NFPA 24, SECTION 10.8.3 FIRE DEPARTMENT CONNECTION DETAIL N. T. S. EXISTING BUILDING -GALLERY 2- I N) FLOW TEST DATA STATIC: 55 PSI RESIDUAL; 30 PSI FLOW: 899 GPM DATE: 10-19-10 TIME: 8:00 AM LOCATION: 3200 NORTH AIA BY: FIRE EQUIPMENT SERVICES OF EAST COAST 3-WAY FIRE HYDRANT �QO FIN. GRADE = JP o g GPI �5. 6,1 �. P.V.C. FIRE HYDRANT DETAIL I �P 2" x 2'-0" jYP; FOR ALL RISER NIPPLES) N. T. S. OVERHEAD FIRE SPRINKLER SYSTEM GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 13, 2002 EDITION, AND LOCAL CODE. 2. ALL MATERIAL AND DEVICES TO BE IN ACCORDANCE WITH NFPA 13, 2002 EDITION, LOCAL CODE, & THE MANUFACTURERS LISTING. 3. ALL THREADED PIPING 1" THRU 2" TO BE SCHEDULE 40 BLACK; ALL GROOVED PIPING 1-1/2" THRU 4" TO BE SCHEDULE 10 BLACK. 4. ALL SPRINKLER HEAD SPACING TO CONFORM WITH THE MANUFACTURER'S LISTING. 5. ALL FIREWALL PENETRATIONS TO BE SEALED IN ACCORDANCE WITH THEIR RATING. 6. PIPE DIMENSIONS SHOWN ARE CENTER TO CENTER. 7. ALL PIPE HANGERS TO BE INSTALLED AS PER NFPA 13, 2002 EDITION, AND THE MANUFACTURER'S LISTING. (n w Z Q o_ 0 0 Z w Q 0 w Z 0 U) In 2 1 W 0- Z DESIGN CRITERIA: 1. OFFICES, BREAKROOM CORRIDOR, BATHROOMS, AND ANY OTHER LIGHT HAZARD AREAS: WET PIPE SYSTEM TO PROVIDE .10 GPM/SQ. FT. FOR ALL, INCLUDING THE MOST REMOTE 900 SQUARE FOOT DESIGN AREA. THE DESIGN AREA HAS BEEN REDUCED BY 40 PERCENT IN ACCORDANCE WITH NFPA 13, 2002 EDITION, FIGURE 11.2.3.2.3.1. D 0 2. GALLERY 1 & 2: WET PIPE SYSTEM TO PROVIDE .10 GPM/SQ. FT. FOR ALL, INCLUDING THE MOST REMOTE 1500 SQUARE FOOT DESIGN AREA FOR A LIGHT HAZARD OCCUPANCY. THE GALLERY AREAS ARE INTENDED TO BE A MUSEUM AND AS SUCH THESE AREAS ARE CLASSIFIED AS A LIGHT HAZARD OCCUPANCY IN ACCORDANCE WITH NFPA 13, 2002 EDITION, SECTION 0 A.5.3.1. Q 3. THE MAXIMUM SPACING OF THE SPRINKLERS IN THE OFFICE, BREAKROOM, CORRIDOR, AND I BATHROOM AREAS ARE NOT TO EXCEED AN 18' x 18' MAX SPACING (.324 SQ. FT.) PER } SPRINKLER. THE MAXIMUM SPACING OF THE SPRINKLERS IN GALLER S 1 AND 2 ARE NOT TO EXCEED AN 18' x 18' MAX SPACING (324 SQ. FT.) PER SPRINKLER. Q 0 LL I- Z w JL_ � Z U 0 U (n 4" POST -INDICATING VALVE W/ T.S. I _ FIRE SPRINKLER SYSTEM POINT OF c0 SERVICE (P.O.S.) @ PIV VALVE z w W � 4" x 2FZ" x 2S¢" FDC (BY DELTA) 0 3" EXTERIOR FIRE ¢ DELTA FIRE SPRINKLERS POINT SPRINKLER RISER ` ° OF CONNECTION (P.O.C.) @ NEW REFER TO SECTION 0 6" TAPPING SLEEVE AND VALVE Q W A -A THIS PAGE) 4" a m (SLEEVE & VALVE BY DELTA) DR-14 } _ (BY DELTA) DCDA BA 3000OW� n \ 0 BR (NOT TO SCALE) PREVENTER �BY DELTA) UG1 I 6" x 4" x 6" MJ TEE 0 I' FIRE HYDRANT FENCE (BY OTHERS) — I (BY DELTA) ] 4" POST INDICATING VALVE WITH TAMPER SWITCH Z THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Cn REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO I0@Mr6YWITM"AMOA46009% FIN. GRADE VIKING TYCO S.I.N. # VK532 S.I.N. # TY5237 25 13 OVERHEAD SIRE PRINlKIJ1.2 ER PIPING PLAN 3,4" 1OR 315 1 R 155° QR 155° Q VIKING ECLH TYCO ECLH SCALE BILK. POLY UPR WHITE PEND, 1/8" = 1'-0" NO ESC. SEMI-REC. —0- 18' x 18' MAX SPACING 18' x 18' MAX SPACING PER SPRINKLER PER SPRINKLER oZ 4" DR-14 PVC 4" DR-14 PVC TO BUILDING FROM SUPPLY POST -INDICATING VALVE DETAIL JACKSON WAY LAKEVIEW CR. N. T. S. JOBSITE LOCATION ° @ 3300 NORTH a HIGHWAY A1A w H- NEW BLDG in BY DELTA ° Z Q EXISTING ° BLDG w NO A/S KEY PLAN SCALE N.T.S. } o_ 0 0 II) C 0 Z_ ' OMA8 J. ANDERSON.P.E. LIC. A 4781a0 (n z REVISIONS BY 1 12-15-10 BUILDING PERMIT SUBMITTAL SEAN 0) rn O z n O 0 0- 0o ' Or 2 H— Ln M zLQ C( Z ' 0 0 o U m� 22Q J� N< tY w 2 z ww c)g W CD � p C o0 1 O m =D m IU MF__ Ccw z_ z Y Ln 0 wr U LL LL 0 2J 2 2 � < v J = DE 2 Q LLI0 >_ 2 2 CD � a_ <Z 0 O — O LL- O Z o 41 ! aco U Ld �C) c 0LD & a W C� W L W z < w Q J W p Q 0 W 0O F DATE 10-5-10 SCALE 1/8" = 1'-0" DRAWN SEAN JOB SHEET 702 OF 2 SHEETS ELECTRICAL LEGEND 2' X 4' LAY -IN FLUORESCENT LIGHT FIXTURE Q 2' X 4' LAY -IN FLUORESCENT LIGHT FIXTURE ON OPTIONAL STAND-BY CIRCUIT I 8' FLUORESCENT LIGHT FIXTURE VANITY STRIP FIXTURE WALL MOUNTED LIGHT FIXTURE L CEILING MOUNTED LIGHT FIXTURE RECESSED HIGH -HAT LIGHT FIXTURE RECESSED HIGH -HAT LIGHT FIXTURE ON OPTIONAL STAND-BY CIRCUIT UNDER CABINET LIGHT FIXTURE FLOOD LIGHT FIXTURE HIGH BAY LIGHT FIXTURE t•- SITE LIGHT FIXTURE, SINGLE HEAD Fo-m SITE LIGHT FIXTURE, DOUBLE HEAD e EXIT LIGHT FIXTURE C®4 EXIT/EMERGENCY LIGHT FIXTURE EMERGENCY LIGHT FIXTURE $ 120/277V, 20 AMP, QUIET TYPE + 48" A.F.F. $3 3W, 120/277V, 20 AMP, QUIET TYPE + 48" A.F.F. $4 4W, 120/277V, 20 AMP, QUIET TYPE + 48" A.F.F. 20 AMP, 125V, DUPLEX RECEPTACLE, GROUNDING TYPE +18" A.F.F. U.O.N. GFl GROUND FAULT INTERRUPTER WP WATER PROOF VP VAPOR PROOF D DEDICATED 20 AMP, 125V, QUADRUPLEX RECEPTACLE, GROUNDING TYPE +18' A.F.F. U.O.N. 30 AMPS 25OV, 1 PHASE RECEPTACLE ® 30 AMPS 125/25OV, 1 PHASE RECEPTACLE, 4W. (AIRCRAFT TUG) ® 50 AMPS 250V, 3 PHASE RECEPTACLE faL I� DC POWER CART, INPUT AMPS = 56/52/26, INPUT VOLTS = 208/230/460, 400 A MAX. OUTPUT 0 ELECTRICAL PANEL C7,3FF DISCONNECT60"=FRAAMESWITCH *3" SIZE AND "F"NDICATES DENOTES FUSE BER SZE AS POLES, RECOMMENDED BY EQUIPMENT MANUFACTURER 0 MOTOR CEILING MOUNTED EXHAUST FAN © CABLE TV OUTLET WALL MOUNTED EXHAUST FAN 8 METER QJ JUNCTION BOX 3/4EPEMPTY/CONDUIT TO CLG.DATA OUTLET T SPACE)12- F.F. (4" SQ. J. BOX W/ ❑T TRANSFORMER ® STARTER FOR EXHAUST FANS ® OCCUPANCY SENSOR SPECIAL EQUIPMENT RECEPTACLES NOTES 1. SPECIAL PURPOSE OUTLETS AND RECEPTACLES SHALL BE FURNISHED TO MATCH ATTACHMENT CAPS OR OTHERWISE THE REQUIREMENTS OF THE EQUIPMENT TO BE SERVED. IF EQUIPMENT SPECIFICATIONS ARE NOT AVAILABLE, VERIFY WITH OWNER THE SPECIFIC TYPE OF RECEPTACLES TO BE PROVIDED. 2. WHERE JUNCTION BOX IS SHOWN FOR EQUIPMENT CONNECTION, PROVIDE DIRECT CONNECTION OR MATING RECEPTACLE WHEN CORD AND PLUG IS PROVIDED WITH EQUIPMENT. WHERE EQUIPMENT REQUIRES CORD CONNECTION AND CORD IS NOT FURNISHED BY EQUIPMENT SUPPLIER, ELECTRICAL CONTRACTOR TO FURNISH 3 OR 4 WIRE CORDS OF THE RATING OF THE BRANCH CIRCUIT CONDUCTORS, ATTACHMENT CAPS AND RECEPTACLES SHALL BE NEMA APPROVED TYPE OF BRANCH CIRCUIT RATING. 3. ALL SPECIAL EQUIPMENT TO BE INSTALLED SHALL BE BOUGHT (460V,3PH) OR (20OV, 1 PH) (1 15V,1 PH). BID NOTES THE ELECTRICAL CONTRACTOR SHALL THROUGHLY REVIEW THE PROJECT TO ENSURE THAT ALL OF THE WORK AS SHOWN ON THE ELECTRICAL PLANS SHALL MEET OR EXCEED ALL CODE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO BID. THE ELECTRICAL CONTRACTOR SHALL THROUGHLY REVIEW THE ARCHITECTURAL, MECHANICAL, AND STRUCTURAL PLANS TO ASSURE THAT ELECTRICAL SERVICE FOR ALL ITEMS AND/ OR EQUIPMENT REQUIRING ELECTRICAL SERVICE IS INCLUDED IN THE BID. ANY ITEM AND/ OR EQUIPMENT NOT PROVIDED WITH ELECTRICAL SERVICE SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO BID. CONTRACTOR IS CAUTIONED TO FIELD VERIFY ALL EXISITING CONDITIONS PRIOR TO BIDDING. CONTRACTOR SHALL INCLUDE ALL THAT IS REQUIRED TO SATISFY THE FIELD AND PROJECT REQUIREMENTS. COMMENCEMENT OF WORK SHALL BE CONSTRUED AS EVIDENCE THAT SUCH VERIFICATION HAS BEEN MADE AND FUTURE CLAIMS FOR MATERIAL AND/OR LABOR RESULTING FROM UNFORSEEN DIFFICULTIES WILL NOT BE RECOGNIZED. NEW (2) 2" PVC SCH 40 - CONDUITS W/ PULL STRINGS TO NEW PHONE BOARD. COORDINATE EXACT ORIGIN POINT W/ OWNER. CU-5 CU 3 CU 1 CU-4 CU-2 A-34,36 A-18,20 A-2,4 A-26,28 A-10,12 ELECTRICAL POWER PLAN ELECTRICAL MARIO FERNANDEZ P.E. ENGINEER: 5562 CANTEEN COURT OVIEDO, FLORIDA 32765 (407) 542-3865 STATE LICENSE # 37266 NEW UNDERGROUND -------- 400A, 10 120/240V FPL SERVICE TO EXIST. POWER POLE - CONNECT TO BASE OF POLE. FPL SHALL PROVIDE EXTENSION DOWN POLE W/ HAND HOLE. VERIFY W/ REPRESENTATIVE. SEE SITE ELECTRICAL PLAN AN ELECTRICAL RISER DIAGRAM. N w_ Z Q a 0 0 W Z w I Q 0 T LL Z 0 N N w a Z w F ir 3 0 f- 7 i Z w Z 0 F Z w D 0 0 N I w U) D ir 0 0 Z (L 0 0 I- 7 IL Q Z D i d1 w Z a 0 W w 2 Q LL 0 } w a 0 a w I f- N 0 Z 0 w �I _V ir } a 0 0 N Z 3 0 N REVISIONS BY rn Z O o' COO) Q W ? z 0 Icr Z co N rM to Z W z 0 0J CCaLij U 6 Y < J LLI EL w 0wY Z O Z Ug J 0 Sao O m 10 � � 00 Z �Y IJ.I Lr) vlt 0 LI — U li L� 0 M rW v o qqt I..L J O co LL w > 0C�� 0~00 o Q U. W>= 2 w W W >0W CL Q Z w CC o F_ CC M Q 0 Z 0 I Z w'D 0 �J d N N �7 w I V) D' W LL Ow DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 801 OF 3 SHEETS LIGHTING FIXTURE SCHEDULE TYPE LAMP DESCRIPTION CA (1) 250MH EXTERIOR WALL PACKS, FULL CUT-OFF, MOUNTING HEIGHT PER ELEVATIONS, EELP WP-250P-QT, WALL MOUNTED, BRONZE Al (1) 100 A19 EXTERIOR WALL PACKS, MOUNTING HEIGHT PER ELEVATIONS, PACIFIC LIGHTING STANDARD WZ-1001-120-BZ, WALL MOUNTED, BRONZE, W/ LED A19 AMBER YELLOW #WL21900 BY SUPERIOR © (1) 100 ED17 EXTERIOR ENTRANCE LIGHT: METAL HALIDE DOWNLIGHT, ELCO E8MlOOE/EL899C, RECESSED, CLEAR, USE PROTECTED ED17 LAM. © (3) F32T8 2'X4' FLUORESCENT TROFFER, RECESSED, WHITE FINISH, ACRYLIC PRISMATIC LENS, FSC UGHTING 7424-332/1-UNIV Q (2) F32T8-U6 2'X2' FLUORESCENT TROFFER, RECESSED, WHITE FINISH, ACRYLIC PRISMATIC LENS, FSC LIGHTING 7422-232-U6,1-UNIV CE 454 T5HO 4' FLUORESCENT HIGH BAY FIXTURE WITH 3' CABLE, TWIST PLUG, & OPEN -LOOP HOOK, WHITE FINISH, ALUMINUM REFLECTOR, CLEAR ACRYLIC LENS, SUSPENDED, EELP HB7-4X54T5HO-GK15-CLI-CS ® LED EXIT LIGHT, SURFACE MTD., WHITE FINISH, RED LETTERS, EMERGI-LITE W-PREM-SNX-U-RW ® (2) 12W EXIT LIGHT COMBINATION, SURFACE MTD., WHITE FINISH, RED LETTERS, EMERGI-LITE W-PR1224M-4-2-MK, 12 VOLT. EM (2) 28W PAR36 EMERGENCY LIGHT WITH 90 MIN. BATTERY BACK-UP, WHITE FINISH, WALL MTD. EMERGI-LITE 12LS-E54-2-28-UG EF-1 - EXHAUST FAN FIXTURE. SEE AIR CONDITIONING PLAN. EF-2 - EXHAUST FAN FIXTURE. SEE AIR CONDITIONING PLAN. EF•3 - EXHAUST FAN FIXTURE. SEE AIR CONDITIONING PLAN. NOTE: 1. ALL EXTERIOR FIXTURES TO BE OPERATED VIA PHOTOCELL. 2. USE FIXTURES CALLED FOR ABOVE OR ENGINEER APPROVED SUBSTITUTE. 3. OFFICE EXHAUST FANS SHALL BE PROVIDED BY ELECTRICIAN AND DUCTED BY HVAC CONTRACTOR. SPECIAL ENERGY EFFICIENCY NOTES: FBC 2007 C.13 W/ 2009 REVISIONS 1. EQUIPMENT SHALL COMPLY WITH VOLTAGE DROP REQUIREMENTS: MAX. 2% DROP FOR FEEDERS AND 3% DROP FOR BRANCH CIRCUITS PER SEC. 13-413.1 ABCA. THIS FACILITY HAS BEEN ENGINEERED TO SATISFY ABOVE REQUIREMENTS. 2. PROVIDE RECORD DRAWINGS UPON COMPLETION PER 13-423.1. ABC.2.1 3. PROVIDE OPERATION & MAINTENANCE MANUALS PER 13-413.1. ABC.2.2 4. ELECTRIC MOTORS SHALL COMPLY W/ 13-414.1. ABCA. 5. INTERIOR LIGHTING IS REQUIRED TO PROVIDE AUTOMATIC SHUT-OFF FOR ALL BUILDINGS LARGER THAN 5,000 S.F. PER 13-415.1. ABC.1.1. THIS WILL BE ACCOMPLISHED BY OCCUPANCY SENSORS OR TIME SWITCH. 6. INTERIOR POWER LIGHT DENSITY DOES NOT EXCEED THE REQUIREMENTS OF TABLE 13-415.2.B (PAGE 13.74) OR TABLE 13-415.2.0 (PAGE 13.75) SEE AREA LPD NOTATIONS FOR DIFFERENT AREAS PER TABLE 13-415.2E "LIGHTING POWER DENSITIES USING THE SPACE BY SPACE METHOD", FBC, CHAPTER. 13, 7. FLUORESCENT LUMINARIES TO COMPLY WITH FBC 13-415.1. ABC.3 8. CONNECT EXIT LIGHTS, NIGHT LIGHTS AND EMERGENCY BATTERY PACKS AHEAD OF ANY LOCAL SWITCHING OR OCCUPANCY SENSORS TO COMPLY WITH NEC 700.12F. 9. EXTERIOR LIGHTING SHALL BE CONTROLLED TO AUTOMATICALLY SHUT-OFF PER 13-415.1. ABC.1.4. 10. INTERNALLY ILLUMINATED EXIT SIGNS ARE LIMITED TO 5 WATTS PER FACE AS PER FBC 13-415.1. ABC.4 M.H.=16'-O" A.F.F. -�\ 'A A-7,9 I I I DS ELECTRICAL GENERAL NOTES iD CONNECT EXIT LIGHTS, NIGHT LIGHTS, AND EMERGENCY BATTERY PACKS AHEAD OF LOCAL SWITCHING OR OCCUPANCY SENSOR TO COMPLY WITH NEC ART 700.12F. EQ FIELD COORDINATE FIXTURE LOCATIONS WITH MECHANICAL DUCT WORK, PIPING AND ADJUST ACCORDINGLY. (3) VERIFY CEILING TYPES AND PROVIDE MOUNTING BRACKETS AS REQUIRED. ® COORDINATE EXACT FIXTURE LOCATIONS WITH OWNER. 0 3/4" EMPTY CONDUIT TO CEILING SPACE FOR VOICE/ DATA OUTLETS, PROVIDE INSULATED BUSHING. © VERIFY WITH OWNER FOR EXACT LOCATION AND PROPER INSTALLATION FOR OFFICE AREA REQUIREMENTS. Q VERIFY ALL ELECTRICAL OUTLETS AND PHONE/DATA OUTLET LOCATIONS WITH OWNER PRIOR TO INSTALLATION. ® COORDINTATE EXACT LOCATION IN FIELD, AND WITH MECHANICAL DRAWINGS. SEE A/C SCHEDULE FOR ELECTRICAL INFORMATION. 09 ALL EXTERIOR OUTLETS TO HAVE WP "IN USE" COVERS. L------------ EXIST. WALLPACKS ( w TO REMAIN \�T. OVERRIDE TIMERS WITH A MAX. TIME SET OF 12 HRS. TO KEEP LIGHTS ON USE INTERMATIC FF12HC ROTARY TIMER OR SIMILAR. (TYP. OF THREE) ELECTRICAL MARIO FERNANDEZ P.E. ENGINEER: 5562 CANTEEN COURT OVIEDO, FLORIDA 32765 (407) 542-3865 STATE LICENSE # 37266 =1. "+o \. \ _J LPD = 1.3 EXIST. WALLPACKS 90 S.F. X 1.3 = 117W TO REMAIN © PROVIDED = 70W � n A-5 Y I i CA M.H.=16'-0" A.F.F. DS I � D$ I �7,9 ro - - - - - - - - -h T5- - - - A - - - - - - - - - A-3-- - - - - - - - M.H.=12' O O A-5 M.H.=10' --- --�- - - - ©1 A-11 A-11 gC11 - - - - - - -�- - - - -- -0g---- - --- 180 S.F. X 0.9 = 162W OTYP PROVIDED = 28OW ' A-11 (1)A-17 A-15 A-11 A-5 A_3 A-1 TYPE Al FIXTURES ON LC5-1 LC4-1 C A 11 C -11 LC1-1 EAST END ONLY ARE �lm OM N5 ENS LPD = 0.9 LC3-1 LC2_1 SPECIFICALLY DESIGNED A-17 180 S.F. X 0.9 = 162W A-1 FOR PROPER LIGHTING FOR TURTLES DUE TO M.H.=12' HVAC DIFFUSER, TYP. PROVIDED = 28OW M.H.=12' PROXIMITY TO OCEAN - - - - - - - - - - - - - - - ® V S 0 - - i' � M.H.=12' CD ' 1 2A ` CD A-5 At A-1)-11 M.H.=17'-O" A.F.F. A-7,9 - - - - - HVAC DIFFUSER, TYP. LPD = OVERRIDE TIMERS WITH A MAX. ®2 =__= PR S.F. X 1.3 = 221W TIME SET OF 12 HRS. TO KEEP - _ _ T _ _ - J- - © © PROVIDED = 210W b-17 A-15 _ A-11 A-11 -� - - - - - LIGHTS ON USE INTERMATIC FF12HC � � IA-5 -� T ROTARY TIMER OR SIMILAR. IA-3 IA-1 (TYP. OF TWO) 8'H. DRCcPPED L 9'H. DROPPED LC3-1 ILCZ-1 C5-1 LC4-1 HEADER SOFFIT ® _-= I'i HEADER/SOFFIT LCi-1 - - - - 7 -0" .F.F. - - - -I -PROPOSM- - - J - - - - - 1os -13 -t 1 MUSEUM ADDITION n FPS o 1-STORY n , 8,523 S.F. FOOTPRINT u F.F. ELEV. = 8.0 �- _ - _ - _ - - _ _ _ __ y - - - - - - - - -RIDGE LINE fiWE9EPUNS�ALLPROPOSEDW_0M ------- - --- --- - -- -- A- B�ECfiITT8QN1`CORRECTt6NS--- --A�- -- - - - - - - © �i © - - - - li i111RE1ev�' NSEEMORS THAT A-13 V TO LPD = 0.9 GALLERY f1 MAY BE NECESSARY IN ORDER TO - - 77 S.F. X 0.9 = 69W ® G'��IP4M"`A T1 A;,I.OPUCNAIA0099% MAINFRAME RAPIER, TYP. PROVIDED = 105W -T- - - -�- - F =_= - - - - - - - - - - - - - -17 LPD = 1.0 b-15 L A-5 LPD = 1.0 IA-3 A-1 2460 S.F. X 1.0 = 2460W 4200 S.F. X 1.0 4200W CENTER THESE ROWS OF LC5-1 PROVIDED 1920W LC4-1 © n PROVIDED = .0 4 A-13 ILC3-1 LC2-1 LC1-1 LIGHTS BETWEEN PURLINS, A 13 TYP. (10) LIGHTS. - - - - PROVIDE UNISTRUT TO SPAN Ai LPD = 1.2 ® EA. END OF FIXTURE. A-7,9 335 S.F. X 1.2 = 402W LPD = 1.1 PURUN, TYP. PROVIDED = 420W © 192 S.F. X 1.1 = 211W A-13 PROVIDED = 210W MAINFRAME RAFTER, TYP. M.H.=17'-0" A.F.F. I A-13 - MICRO A-13 A OVE A-13 ® _ R ' - - - - - - - - - -�-ti 15 DJK a EF ° \ ®- - i M.H.=12' PR 12' �__- � A-5 - -- - - --T - - - --r-- -- - ® M.H.=12' �?� MTYR --- 7 A-17 A-15 ® I OTYP• A-13 A-5 A-3 q_i A-1 I Hr=92 - - - - - - - - . © © . - - - - - - - - - - - - - - M.H.=12 LC5-1 LC4-1 A-13 A-13 LC3-1 LC2-1 LC1-1 CIRCUITS WHICH SUPPLYPOWER TO LIGHTING "' CIRCUITS WHICH SUPPLY POWER TO LIGHTING FLUORESCENT IN COMMON AREAS. LIGHTING IN THESE AREAS HI -BAYS, TYP. (20), MUST BE OPERATED WITH LIGHTING CONTACTORS O N PURLIN, TYP. IN COMMON AREAS. LIGHTING IN THESE AREAS MUST BE OPERATED WITH LIGHTING CONTACTORS T LONG, 4-LAMP, ATERMATIC FFLOCATED- S PANEL TIMERS TO- AR - - - - - - TIMERS -LOCATED PANEL--TIMERS--TO-- BE -- FACILITY - T5 BULBS. INTERMATIC HOURS. . LIGHT TO REMAIN TIMERS REGULAR LPD S.F.1.1 INTERMATIC FF12HC. LIGHTS TO REMAIN ON REGULAR HOURS. PROVIDE OVERRIDE TIMERS © © 325 .X 1.1 = 358W FACILITY HOURS. PROVIDE OVERRIDE TIMERS WITH A MAX. TIME SET OF 12 HRS. TO KEEP LIGHTS A-13 A-13 PROVIDED = 420W WITH A MAX. TIME SET OF 12 HRS. TO KEEP LIGHTS -USE AN-INT€RMATIS--F 1;:H6 ROTAR TIME-R -944 SI - - - - O - - . USE -AN- INTERMATIC -ROTARY PmER -oR-s ll.ra - A-1^ D8 DS � pg IDS -7, INSTALL WALL MOUNTED OCCUPANCY rNEX L LPD PROVIDED M.H.=16'-0" A.F.F. I SENSORS. SENSOR SWITCH WSD-PDT I BUILDING DOES OR SIM. W/ BUILT IN TIMER TO TURN CEED REQUIRED LIGHT -OFF 20 MIN. AFTER ROOM IS MUM. NOT OCCUPIED (TYP.) FOR ALL OSS 7 (6 5 180% 600 SF COVERAGE 4 ELECTRICAL LIGHTING PLAN DS V DS A-7,9 M.H.=16'-0" A.F.F. - I CONTROLLED THRU PHOTOCELL AND I CONTACTOR (SEE ELECTRICAL CONTROL DIAGRAM) (TYPICAL). 3 2 SCALE: 3/16" = 1'-0" w Z a 0 W Z w lr I 0: IL Z In I w a Z w 0: 0 � 3 Z 0 O w Ir } MQ T 0 LL F_ Z w 2 D N_ I F w N D Ir 0 t] Z A-7,9 } a M.H.=17'-O" A.F.F. 00 0 J D a Q D N F co w 0 a 0 N Z w X A-7,9 Q IL 0 M.H.=17'-O" A.F.F. } F- w a I 0. w I F O I 0 w F- I I 0 W Z Q ir I F �I�,���yL.J.��■rr rn Z 0 o 0, 0-U) EDm ZWi-L Z Imo-• Lo 0 r��i W W Z o O J C.)m't 2 J z it za Lu z w w Ug O W J 0 �O oof 0U m (MD � 00 Z �Y CD v� LLJ w� 0 rW V SM L OLu Q�M z << Ocf)S0 F- 0 Q�=D- 2 wLj cf)Cc CL0 Lu QZ- I= 0 CL = M O Z O Z w (D ® nn NM w 0 <w Z_ L Ww J Ow FKQ tR �cn o 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 802 )F 3 SHEETS GENERAL NOTES 1. THE SCOPE OF WORK SHALL CONSIST OF INSTALLING ELECTRICAL SYSTEM AS SHOWN IN THE DRAWINGS. 2.THE CONTRACTOR SHALL THROUGHLY REVIEW THE PROJECT TO ENSURE THAT ALL OF THE WORK AS SHOWN ON THE ELECTRICAL PLANS SHALL MEET OR EXCEED THE BELOW CODES REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO BID. 3.THE CONTRACTOR SHALL THROUGHLY REVIEW THE ARCHITECTURAL, MECHANICAL AND STRUCTURAL PLANS TO ASSURE THAT ELECTRICAL SERVICE FOR ALL ITEMS AND/ OR EQUIPMENT REQUIRING ELECTRICAL SERVICE IS INCLUDED IN THE BID. ANY ITEM AND/ OR EQUIPMENT NOT PROVIDED WITH ELECTRICAL SERVICE SHALL BE BROUGHT TO THE EGINEERS ATTENTION PRIOR TO BID. 4.THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED. 5.THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRIC CODE (NFPA 70), FLORIDA 2007 BUILDING CODE W/ 2009 REVISIONS, OSHA, LOCAL CODES, CITY CODES, ADA AND ALL ST. LUCIE COUNTY CODES, 2002 NFPA 72 AND 2006 NFPA 101. 6.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS. 7.THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE ENGINEER AND OWNER. 8. THE CONTRACTOR SHALL, BEFORE SUBMITTING HIS BID, VISIT THE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE EXISITING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM. g. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL LOCAL UTILITIES, INCLUDING THE POWER, TELEPHONE AND CABLE TV COMPANIES, AND TO MEET ALL OF THEIR INSTALLATION REQUIREMENTS. ALL LABOR, EQUIPMENT OR MATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED IN THE PROPOSAL. 0 OSAL. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULL -BOXES AND EQUIPMENT AS REQUIRED BY THE UTILITIES TO THEIR SPECIFICATIONS. IF ANY OR ALL OF THE UTILITIES (ELECTRICAL, TELEPHONE, CAN) OR LOW - VOLTAGE SYSTEMS (SOUND -INTERCOM, BELLS, CLOCK, SECURITY, EMS, FA, TV, ETC) ARE EXISTING, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE EXISTING SYSTEMS. THE CONTRACTOR SHALL FIELD INSPECT ALL XI E STING EQUIPMENT AND SHALL TRACE DOWN ALL CIRCUITS AND WIRING AND SHALL VERIFY THAT CAPACITY IS AVAILABLE FOR THE SCOPE OF THE PROJECT. 10. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC. ARTICLE 250. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE PAINTED. 11.AN EQUIPMENT GROUND WIRE SIZED PER THE NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATED ON PLANS. 12. ALL EQUIPMENT SHALL BE NEW AND UNUSED AND U.L. LISTED. 13. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING EQUIPMENT: PANELBOARDS, LIGHTING ASSEMBLIES, CONTACTORS, SPLICE KITS, PULL BOXES, DISCONNECT SWITCHES, CONDUIT, WIRES, CIRCUIT BREAKERS, EQUIPMENT ENCLOSURES AND MANHOLES, AS APPLICABLE. 14. THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE ENGINEER AND OWNER. 15. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 16. COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS AND VERIFY ALL OBSTRUCTIONS WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TO ANY INSTALLATION. 17. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE ARE TO BE COORDINATED WITH THE OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATION. 18. ALL CONDUCTORS SHALL BE 60OV, COPPER, THWN/THHN BELOW FINISHED GRADE AND WET LOCATIONS. THWN/THHN SHALL BE INSTALLED ABOVE FINISHED GRADE EXCEPT WHERE REQUIRED BY THE CONTRACT DRAWINGS OR APPLICABLE CODES. NO.12 MINIMUM GAUGE. 19. TEMPERATURE RATING OF ALL CONDUCTOR TERMINALS SHALL BE 75 DEGREES CELSIUS FOR SWITCHBOARDS, PANELBOARDS AND EQUIPMENT CONTAINING BREAKERS. SWITCHES AND CONDUCTOR TERMINATIONS SHALL BE LISTED FOR 75 DEGREE TERMINATION. 20. SCHEDULE 40 PVC SHALL BE USED UNDERGROUND. ALL ABOVE GRADE CONDUITS SHALL BE EMT, UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AHJ. 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 AHJ, UNLESS OTHERWISE NOTICED. METALLIC AND LIQUIDTIGHT FLEXIBLE CONDUITS AS REQUIRED BY NEC. MAXIMUM CONDUIT FILL SHALL BE 40%. 21, COLORED TAPE SHALL BE PLACED ON TOP (121 OF AND ALONG THE ENTIRE LENGTH OF ALL UNDERGROUND CONDUITS ACCORDING TO THE FOLLOWING SCHEDULE: POWER: RED ALL OTHER CONDUIT: GREEN 22. FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHER VIBRATING EQUIPMENT AND SHALL BE BETWEEN 18" AND 3' IN LENGTH. 23. TYPEWRITTEN PANEL SCHEDULE SHALL BE INSTALLED IN EACH PANELBOARD AND TERMINAL BLOCK SCHEDULES IN EACH CONTROL CABINET. 24. ALL REFERENCES TO A PARTICULAR MANUFACTURER ARE GIVEN ON AN "APPROVED EQUAL" BASIS. 25. ALL SPARE CONDUITS SHALL BE CAPPED WITH A PVC CAP. 26. ALL CIRCUITS SHALL BE IDENTIFIED IN PULL -BOXES, LIGHTING POLES, CONTROLLERS AND SERVICE POINTS. IDENTIFICATION SHALL MATCH PANELBOARD SCHEDULES. 27. EXPOSED RUNS OF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL OR PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL BENDS OR PULL -BOXES AS INDICATED ON THE DRAWINGS. BENDS AND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE. 28. ALL CONDUITS PENETRATING RATED FIRE WALLS OR RATED FIRE FLOORS SHALL BE INSTALLED WITH U.L APPROVED DEVICES TO MAINTAIN THE FIRE RATING OF THE WALL OR FLOOR PENETRATED. 29. BALANCE ALL LOADS AT THE END OF PROJECT WITH ALL LIGHTS ON. 30. MAIN DISTRIBUTION PANELS AND PANELBOARDS CURRENT CARRYING BARS AND GROUNDING BARS SHALL BE COPPER, TYPE OF BREAKERS AND A.I.C. RATINGS SHALL BE AS INDICATED IN PANELBOARD SCHEDULES. ALL FLUSH MOUNTED PANELBOARDS SHALL BE 3-3/4° EMPTY CONDUITS INSTALLED TO ABOVE ACCESSIBLE CEILING FOR FUTURE USE. PROVIDE TYPEWRITTEN DIRECTORY CARDS WITH BRANCH CIRCUIT IDENTIFICATION FOR BRANCH CIRCUIT PANELBOARDS. PANELBOARDS, FEEDER DEVICES, DISTRIBUTION EQUIPMENT AND STARTERS SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS IN ACCORDANCE WITH NEC 110.16. 31. ALL DISTRIBUTION EQUIPMENT SHALL HAVE AIC RATINGS TO WITHSTAND THE FAULT CURRENT SUPPLIED TO THE PROJECT. COMPLY WITH NEC 110.9, 110.10 AND 110.22 FOR SERIES -RATED EQUIPMENT. IF SERVICE ENTRANCE EQUIPMENT IS EXISTING, THE CONTRACTOR SHALL COORDINATE WITH THE POWER UTILDY TO VERIFY THAT AIC RATINGS OF EXISTING EQUIPMENT ARE PROPER. MINIMUM SHORT CIRCUIT CAPACITY SHALL BE OF 10000 AMPS SYMMETRICAL FOR 208Y/120V AND 14000 AMPS SYMMETRICAL FOR 480Y/277V APPLICATIONS UNLESS NOTED OTHERWISE. 32. NOT USED. 33. NOT USED. 34. IT IS NOT THE INTENT OF THESE PLANS TO SHOW MINOR DETAIL AT 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 IN PROPER WORKING ORDER. 35. LOAD DATA IS BASED ON INFORMATION GIVEN TO ENGINEERS AT THE TIME OF DESIGN. THE CONTRACTOR SHALL REVIEW NAMEPLATE. INFORMATION AND MANUFACTURER SUPPLIED LITERATURE FOR ALL PIECES OF EQUIPMENT PRIOR TO ROUGH ELECTRICAL WIRING IN CLOSE COORDINATION WITH THE MECHANICAL CONTRACTOR. THE CONTRACTOR SHALL CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE AND AMPERES RATING PRIOR TO INSTALLATION. CIRCUITS SHOWN ON PLANS ARE USED TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUIT ROUTING TO SUIT THE JOB CONDITIONS. 36, THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, POWER/ CONTROL, COMMUNICATION WIRES, DISCONNECT, SWITCHES AND OVERCURRENT PROTECTION DEVICES FOR ALL MECHANICAL EQUIPMENT. ALL CONDUIT, WIRES, SWITCHES AND JUNCTION BOXES SHALL BE STANDARD IN ACCORDANCE WITH THE NEC. ALL FUSES AND BREAKERS SHALL BE SIZED AS REQUIRED BY EQUIPMENT MANUFACTURER. IF EQUIPMENT IS DIFFERENT FROM THAT SPECIFIED, CONTRACTOR SHALL MAKE THESE CHANGES AT NO ADDITIONAL COST TO THE OWNER. 37. VOLTAGE DROP FOR ALL CONDUCTORS SHALL NOT EXCEED 3%. WHERE V DROP EXCEEDS 3% CONTRACTOR SHALL INCREASE SIZE OF CONDUCTORS AS REQUIRED. 38. ALL HOMERUNS OF 100' FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #10. 39. ALL HOMERUNS OF 200' FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #8. 40. ELECTRICAL CONTRACTOR TO FIELD VERIFY CEILING TYPES AND PROVIDE ALL REQUIRED HARDWARE TO SECURELY MOUNT THE UGHTING FIXTURES AS REQUIRED BY THE LOCAL CODES AND MANUFACTURER'S SPECIFICATIONS. 41. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 42. PROVIDE RECEPTACLES THAT MATCH THE EQUIPMENT PLUGS. ALL RECEPTACLES SHALL BE GROUNDED TERMINATED. TYPE NEMA 5-20R RECEPTACLES SHALL BE USED EXCEPT WHERE SPECIAL RECEPTACLES ARE SHOWN. 43. DECORA TYPE SWITCHES SHALL BE SILENT, SPEC. GRADE, RATED 20A. 44. FUSE MAIN DISCONNECTS ARE TO BE HEAVY DUTY FUSED SWITCHES WITH CURRENT LIMITING FUSES AND SERVICE RATED AS REQUIRED BY CODE. 45. ALL CIRCUIT BREAKERS SHALL BE RATED FOR SWITCHING DUTY WHEN USED FOR SWITCHING. 46. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE SIZED PER MANUFACTURER SPECIFICATIONS. ALL CIRCUIT BREAKERS, TWO AND THREE POLES TO BE COMMON TRIP. NO TIE HANDLES OR TANDEMS WILL BE ACCEPTED. 47, PROVIDE 125V DUPLEX GFI/WP "IN USE" COVER OUTLET ADJACENT TO EACH GROUP OF CONDENSING UNITS, AHU UNITS OR RTU UNITS. 48. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE, COLOR AND DESIGN OF DEVICES AND PLATES AS DIRECTED BY OWNER OR ENGINEER. 49. WHERE SWITCHES AND RECEPTACLES ARE LOCATED SIDE -BY -SIDE, THEY SHALL BE INSTALLED IN MULTI -GANG BOXES WITH MULTI -GANG COVER PLATES, CUSTOM MADE IF NECESSARY. 50. OUTLET LOCATIONS SHOWN ON DRAWINGS ARE DIAGRAMMATICAL ONLY. EXACT LOCATIONS SHALL BE AS DIRECTED BY ENGINEER AND/OR OWNER TO BEST SUIT FINAL CONSTRUCTION CONDITIONS. 51. A 200# NYLON PULL LINE SHALL BE INSTALLED IN ALL EMPTY CONDUITS. 52. UNDERGROUND CONDUITS NOT UNDER CONCRETE SLABS ARE TO BE BURIED AT LEAST TWO (2) FEET BELOW FINISHED GRADE FOR CIRCUITS RATED 600V OR LESS. WHERE BOXES ARE TO BE MOUNTED ON OPPOSITE SIDES OF WALLS, A MINIMUM SEPARATION OF 24 INCHES SHALL BE MAINTAINED. NO -THROUGH BOXES ARE PERMITTED. 53. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH OVERLOAD RELAYS IN EACH HOT LEG. 54. COORDINATE NEMA CONFIGURATION FOR SPECIAL PURPOSE RECEPTACLES W/ EQUIP. SUPPLIER. 55. UNDER NO CIRCUMSTANCES SHALL FEEDERS OR SERVICES BE SPLICED. ELECTRICAL CONTRACTOR TO MAKE SURE THAT THE SPECIFIED FEEDER SIZE WILL FIT IN THE CONDUIT PRIOR TO INSTALLING THE CONDUIT. REPORT ANY DISCREPANCY TO ENGINEER. 56. CONDUCTOR PULLING TENSION SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO INSTALL EXTRA PULL BOXES AS REQUIRED TO MEET MANUFACTURER REQUIREMENTS. 57. VERIFY THE ELECTRICAL REQUIREMENTS FOR ALL PACKAGE SYSTEMS SUCH AS WAC, EXHAUST FANS, PAINT BOOTH, PUMPS, COPY MACHINES, REFRIGERATOR, ETC. AND MODIFY THE SIZES INDICATED ON THE DRAWINGS TO MATCH THE EQUIPMENT MANUFACTURER RECOMMENDATIONS. ALL MOTOR STARTERS SHALL BE PROVIDED AND INSTALLED. PROVIDE DISCONNECT AND STARTER AT ALL LOCATIONS. SIZE MOTOR STARTER AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. FRACTIONAL HORSE POWER MOTORS SHALL BE EQUIPPED W/ TOGGLE -TYPE DISCONNECT W/ THERMAL OVERLOAD. 58. ELECTRICAL CONTRACTOR SHALL SUBMIT A LAY -OUT OF THE ELECTRICAL ROOM OWING SIZES OF ALL EQUIPMENT AND COMPLIANCE WITH SHOWING Q C T NEC CLEARANCES AND ACCESSIBILITIES. 59. EMERGENCY LIGHTING AS INDICATED ON THE DRAWINGS SHALL PROVIDE A MINIMUM OF ONE FOOT-CANDLE ALONG THE PATH OF EGRESS. LIGHTING FIXTURE SUPPLIER SHALL PROVIDE FOOT-CANDLE PRINTOUT TO VERIFY EMERGENCY LIGHT LEVELS. 60. LIGHTING FIXTURE SUPPORTS SHALL BE IN ACCORDANCE WITH ARTICLE 410.30 AND 410.36 OF THE NATIONAL ELECTRICAL CODE, AND COMPLY WITH ANY LOCAL CODES WHICH MAY BE STRICTER OR APPLY. COMPLY WITH 110.3(B). 61. THE FINAL LOCATIONS OF ALL EQUIPMENT, OUTLETS, ETC. SHALL BE SUBJECT TO REASONABLE CHANGES IN LOCATION UP TO THE TIME OF ROUGHIN-IN AT NO ADDITIONAL COST TO THE OWNER. 62. MULTIWIRE BRANCH CIRCUITS TO COMPLY WITH NEC ART. 210.4(A)(13)(C)(D). 63. PROVIDE MINIMUM WORKING CLEARANCE OF 3 FEET BETWEEN A/C CONDENSING UNITS AND THEIR RESPECTIVE DISCONNECT SWITCHES OR PANEL, ALSO PROVIDE 3 FEET CLEARANCE IN FRONT OF SWITCHES AND PANELS TO COMPLY WITH NEC 110.26 FOR 208 V SYSTEMS, PROVIDE BIGGER CLEARANCES AS REQUIRED FOR 480 V SYSTEMS. 64. A DISCONNECTING MEANS AND A 120 VOLT RECEPTACLE SHALL BE INSTALLED WITHIN SIGHT AND EASY REACH (25') OF ELECTRICALLY OPERATED MECHANICAL COMPONENTS THE DISCONNECTS MEANS SHALL IN NO CASE BE INSTALLED FARTHER THAN SIX FEET (6') FROM THE SERVICE SIDE OF THE EQUIPMENT. A 120 V RECEPTACLE AND A SWITCHED LIGHTING OUTLET WITH LAMP SHALL BE INSTALLED WITHIN 3 FEET (3') SAME LEVEL OF THE SERVICING SIDE OF HEATING AND AIR COND. EQUIPMENT IN ATTICS, CRAWL SPACES AND ISOLATED EQUIPMENT ROOMS THAT ARE NOT READILY ACCESSIBLE, WHERE MECHANICAL EQUIPMENT MAY NEED SERVICING. PANELBOARD SCHEDULE 'A' BUS VA LOAD C W POLES AMPS BUS ABC AMPS POLES W C LOAD BUS VA A C A C 960 GALLERY #1 LIGHTING 0 1 2° 12 1 20 1 3 5 7 9 1 1 13 15 17 19 21 3 25 7 9 1 3 5 7 g 1 2 4 6 8 10 12 14 16 18 0 2 6 8-= 2 6 8 0 2 60 2 8 3 4" CU-1 5-TON 3680 960 GALLERY #1 LIGHTING 0 1 2" 12 1 20 0 3680 1030 GALLERY #1 LIGHTING 0 1 2" 12 1 20 60 2 6 1" AHU-1 5-TON 5000 1200 EXTERIOR LIGHTING o 1 2" 12 2 20 0 5000 1200 60 2 8 3 4" CU-2 5-TON 3680 966 RESTROOM CORRIDOR LIGHTS • 1 2" 12 1 20 3680 900 LOUNGE, JAN., OFFICE LIGHTS* 1 2° 12 1 20 60 2 6 1" AHU-2 5-TON 5000 960 GALLERY #2 LIGHTING 0 1 2" 12 1 20 0 5000 960 GALLERY #2 LIGHTING 0 1 2" 12 1 20 45 2 10 3 4" CU-3 4-TON 2650 5001 SPARE 1 20 j- A 2650 500 SPARE 1 20 60 2 6 1" AHU-3 4-TON 5000 500 SPARE 1 20 0 5000 FUTURE 45 2 10 3 4" -L CU-4 4-TON 2650 A 2650 60 2 6 1" AHU-4 4-TON 5000 A 5000 2250 WH 3 4" 10 2 30 45 2 10 -L CU-5 4-TON 26502250 2650 10210 PANEL B 2 1/0 2 150 50 2 8 N3/4" AHU-5 4-TON 3500 10220 A 3500 FUTURE FUTURE RATED VOLTAGE: ■ 120/240 ❑ 1 PHASE, 3 WIRES BRANCH POLES ❑ 12 ❑ 20 030 042 RATED AMPS: 0100 ❑ 150 ❑ 225 ■ 400 CABINET: ■ SURFACE ❑ FLUSH FULL NEUTRAL BUS I■ GROUND BUS ■ HINGED DOOR ■ KEYED DOOR LATCH ❑ FUSED ■ CIRCUIT BREAKER (BOLT -IN) BRANCH DEVICES FEED IS TO BE ■ BOTTOM ❑TOP ■ MAIN LUGS ONLY ❑ THRU FEED LUGS I MAIN _ AMP ❑ BREAKER ❑ FUSED SWITCH ❑ TO BE GFI BREAKERS ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10 000 AMPS SYMMETRICAL SIZE: 500 KCMIL APPROVE[; MF'RS. WESTINGHOUSE, ITE, SQUA - D, GE ONLY MAIN LUGS 1 SETS 0 THRU TIME CLOCK AND CONTACTOR. PROVIDE o CONTROL'_ED THRU PHOTOCELL AND CONTACT • THRU OCCUPANCY SENSOR A NON CONCURRENT LOADS ♦ ELECTRICAL CONTRACTOR TO VERIFY AVAIU AIC CURRENT WITH FPL REPRESENTATIVE, INSTALLATION TO COMPLY WITH NEC ART. BUS VA LOAD A C 1030 1 GENERAL RECEPTACLE GALLER 900 1 GENERAL RECEPTACLE GALLER 540 GENERAL RECEPTACLE GALLERY 540 GENERAL RECEPTACLE GALLERY 750 J.B. POWER / LIGHT GALLERY 750 J.B. POWER LIGHT GALLERY 900 RESTROOM RECEPTACL 900 LOUNGE 9001 1 DIRECTOR'S OFFICE RECEP 1440 OPEN OFFICE RECEPTAC 500 EWC 300 TELEPHONE EQUIPMET 200 FIRE ALARM 200 LIGHTING CONTROL FUTURE RS. OVERRIDE TIMER. Id OrA = 41510 VA TOTAL VA= 82560 VA OC = 41050 VA TOTAL A= 344 AMPS NOTE: ALL EQUIPMENT ELECTRICAL CHARACTERISTICS MUST BE VERIFIED PRIOR TO START OF WORK. SEE GENERAL NOTE 35. 1NELBOARD SCHEDULE U )LES I 1 I . 1 AMPS ABUS C AMPS POLES W C LOAD BUS VAC A 20 1 3 5 7 9 11 13--14 15 17 19 21 3 25 7 29 1 3 5 7 9 1 2 4 6 8 10 12 16 1 0 2 6 2 8 0 2 20 1 1 12 1 2" GENERAL RECEPTACLE GALLERY 2 WALL 900 20 20 1 12 1 2" GENERAL RECEPTACLE GALLERY 2 WALL 720 20 20 1 12 1 2" GENERAL RECEPTACLE GALLERY #2 FLOOR 540 20 20 1 12 i 2" J.B. POWER LIGHT GALLERY 2 CEIL. 750 20 20 1 12 1 2" PROJECTOR 200 20 20 1 12 1 2" EXTERIOR RECEPTACLE 720 20 20 1 12 1 2" VENDING MACHINE 1000 20 20 1 12 11 2" VENDING MACHINE 1000 20 20 1 12 1 2 REFRIGERATOR 750 20 20 1 12 1 2" MICROWAVE 750 20 20 1 12 1 2" DISPOSAL 750 20 20 1 12 1 2" DISHWASHER 750 20 20 1 12 1 2" SIGN 1200 20 20 1 SPARE 500 20 20 1 FUTURE RATED VOLTAGE: ■ 120/240 ❑ _ 1 PHASE, 3 WIRES BRANCH POLES ❑ 12 ❑ 20 ❑30 042 RATED AMPS: ❑100 ■ 150 Q 225 ❑ _ CABINET: ■ SURFACE ❑ FLUSH FULL NEUTRAL BUS ■ GROUND BUS ■ HINGED DOOR ■ KEYED DOOR LATCH ❑ FUSED ■ CIRCUIT BREAKER (PLUG-IN) BRANCH DEVICES I FEED IS TO BE ■ BOTTOM ❑TOP ■ MAIN LUGS ONLY ❑ THRU FEED LUG> I MAIN _ AMP ❑ BREAKER ❑ FUSED SWITCH ❑ TO BE GFI BREAKERS ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 0 ,000 AMPS SYMMETRICAL SIZE: #1/0 APPROVED MF'RS. WESTINGHOUSE, ITE, SQUARED, GE ONLY MAIN LUGS1 SETS OA = 10210 VA TOTAL VA= 20430 VA OC = 10220 VA TOTAL A= 85 AMPS Q MAIN #1, 400 AMPS, 3 POLES, WITH 400 AMP FUSES, HEAVY DUTY, SERVICE RATED CURRENT LIMITING FUSES, NEMA 3R ENCLOSURE. 200000 INTERRUPTING RATING MINIMUM. PROVIDE CURRENT LIMITING FUSES PROTECTING THE FEEDER TO PANEL 'A' U.L. LISTED AND TESTED "SERIES RATED" SYSTEM TO PROTECT 10000 AIC BREAKERS. LOAD CALCULATIONS BASED ON 240/12OV, 1 PHASE, 3W NON -CONTINUOUS LOADS TYPICAL (VA GENERAL RECEPTACLES 65 ® 180 VA 11700 VA 1ST 10000 VA 0 100% 10000 VA REST 0 50% 850 VA MISC. EQUIPMENT ® 100% 5500 VA SUB -TOTAL VA: 16350 VA CONTINUOUS LOADS TYPICAL (VA) GENERAL LIGHTING 8500 S.F. X 2 VA/S.F. 17000 VA SIGN CIRCUIT 1200 VA SUB -TOTAL VA: 18200 VA A/C EQUIPMENT ® 100% 47000 VA CONTINUOUS LOADS) - 18200 X 125% 22750 VA NON -CONTINUOUS LOADS) 16350 VA A/C EQUIPMENT 47000 VA ---------------------------------- TOTAL VA 86100 VA TOTAL AMPS 359 AMPS I I I I V EXTERIOR WALL JANITOR'S ROOM 71 1 I I I 3#1/0 1#6(G) 2-500 KCMIL 1-350 KCMIL(N) IN 2"C. IN 3"C. FPL METER O 2 PANEL PANEL 0 A, ,B, 2-500 KCMIL 1-350 KCMIL(N) 2-500` KCMIL 1-350 KCMIL(N) FINISHED GRADE IN 3"C. I 1#3(04N 3"C. TO FPL SUMCE 177 TO COLD WATER PIPE �I r TO CONCRETE ENCASED 2- J ELECTRODE PER NEC 250.52 (A)(3) ELECTRICAL RISER DIAGRAM* N.T.S. PAINTED WITH FIRE - RETARDANT PAINT ON ALL SIDES ELECTRICAL MARIO FERNANDEZ P.E. ENGINEER: 5562 CANTEEN COURT OVIEDO, FLORIDA 32765 (407) 542-3865 STATE LICENSE If 37266 TIE TO NEW TELEPHONE BOARD - j CEILING LINE 0 3/4" CONDUIT WITH PULL WIRES (TYPICAL) T TEL. BKBD. 16"W06"Hx3/4" TH. PLYWOOD TELEPHONE SERVICE 2-2"C. PVC CONDUIT W/ PULL WIRE TO EXISTING MUSEUM B-23 TELEPHONE d TYPICAL TELEPHONE AND BOARD DATA OUTLETS. REFER TO DRAWINGS FOR QUANTITY AND LOCATIONS. #6 INSULATED COPPER WIRE IN 3/4"C. TO BLDG. GROUND TELEPHONE/DATA RISER DIAGRAM N.T.S. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 12 HRS. OVERRIDE TYPICAL FOR CONTACTORS QOIMMI.YWiTMALtA14+uoA{1EE8$� ROTARY TIMER LCI, LC2, LC3, LC4, LC5 (SEE LIGHTING PLAN) LIGHTING CONTACTO R OR SQUARE "D" ...1 TC _ /TYPE LG-*, 120V A/C COIL. ° �� TO LIGHTING CIRCUITS. OFF NUMBER OF CONTACTS LC. JD TIME CLOCK AS REQUIRED IN BLDG. ~- TC * = NUMBER OF CONTACTS AS REQUIRED BY BUILDING. INTERIOR LIGHTING CONTROL SCHEMATIC N.T.S. PHOTOCELL L PC-Z-i r- r - -T IA°HI B-27 �� 120 VOLTS_ HANDS -OFF -AUTO SELECTOR SWITCH EXTERIOR LIGHTS PARKING LIGHTS SIGN 1 T pt 17 -T-� T T A-7 A-9 B-26 SPARE EXTERIOR LIGHTING CONTROL DIAGRAM N.T.S. U) W Q a 0 0 U) W ll I 0 r U. Z 0 W _N E W a Z' W H F D 0 F- Z U) W I Z I 0 I- W 2 D 0 0 U) I H W U1 D D: 0 a 0 0 J D LL Q Z N F U) W Z d 0 co W I I Q LL 0 I W a I a W I F N Z Q 0 W I fr a 0 N z 3 Q I 0 yj REVISIONS BY rn #/� 0 U) 0 (DO) ro W "� Z 0 z �t 0M aV) W Z o af U U �kY af J Lu W za O Z W U_ Y J �o o� rn � co IU M ro � Z °° Z �Y U)o W L0 '- "� U- ❑ 0 M rW V S3 L qq ", qq- 0 < cry LL W }- 0��� Io~00 Q LL w ED >m LLJ U 0>0� CL Q Z w 0 Z CL cr CL cc CM JMO LL Z 0 Z w (O an ` N � W� 0 ZV) �Ld W J OW DATE 12-15-10 SCALE AS SHOWN DRAWN JAO JOB 10-000046 SHEET 803 OF 3 SHEETS