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Mayport Road 1996 mom FAVmw No Lu 1 I OCCUPANCY: 17 PEOPLE OCCUPANCY: 17 PEOPLE I OCCUPANCY:29 PEOPLE U L - Q I 0 R o I HOUR RATED p c0 D — cv I — RRIDOR5 N 46B) 3 I 3 Q LO I x o I 0 I 0 1 I CCUPANCY: 7 CCUPANCY: 7 PEOPLE PEOPLE N I 4 I OCCUPPANCY: 1 PERSONOCCUPANCY: 9 PEOPLE 0') OCCUPANCYY: 274 PEOPLE (CHAIRS ON Y-NOT FIXED) OCCUPANCY:26 PEOPLE 00 6 � N M { EX11 WI D a I Io I OCCUPANCY: 29 PEOPLE LLl e U I z } WH 0 L I � U I � � o I F.E.CLASs'`�'" �u OCCUPANCY: 17 PEOPLE W OCCUPANCY: OCCUPANCY: 21 PEOPLE S' 12 W >I PEOPLE I � - U0 ° ryQ FIE. (� Lt HOUR BAITED Q m ( O CUPANCY: 3 PEOPLE CORRIDORS L# 465 � OCCUPANCY: 15 PEOPLE OCCUPANCY: 18 PEOPLE OCCUPANCY: 14 PEOPLE J 1 U o I Irr U I I �-- J I HOUR STAIR J OCCUPANCY:ENCLOSURE N L 465 ) 14 PEOPLE HOUR 5 TAIR / EW.105URE(JL #4651) 1 Q1.OC31 1 I 1 0 0 CJ 00 0 I do FUR n � I QQ Q CORRIDORS NO 465) C-7 Q Q I I FIE, � I 000 0 000 0 u� { F.E.- OCCUPANCY: 14 PEOPLE O O O O O H I 1 I I } I 1 I I } Q } I I I } I I I I I I I { I I I I 1 { { OCCUPANCY LOAQ. I I { I { } } GROUP "A-3" ASSEMBLY(15T FLOOR); �- I } G-ROUP "A-3" SMALL ASSEMBLY(2ND FLOOR,) - }- } I I I FIRST FLOOR TOTAL. 223 o i SECOND FLOOR TOTAL: 322bvAmmmmmmmd BUILDING TOTAL: 545 OCaPANCY FOR WORSHIP BASED ON 150 FT FOR CHAIR ONLY 5EATINC PER TABLE wommmift A&%=wwwft UT Amummomb. Affimmmmwmw ommmmmft F& 0 ummmmfth. 'dommommmom., mwwmmmwwwmb 4 100 ..12. F I Lj .Lj I F Z`=�5 = IN LJ Li „=T-0" „ 1_ - �, a SCALE. 1{8 SCALE. 1/8 0 r REVIEWED � Jacksonville Fire Prevention Div. \✓\/A.LL LE C=%E"Q NOV a l 2006 (S-,o NCQ EXCEPTIONS E�I�E�� WIQTF-f METAL STUDS WITH GWB I EACH 51DEL I f==E ,L��E-TY I'�,I�T ESHEET PER TABLE 1004, CROUP "E" EDUCATIONAL PER PLAN I HOUR RATED METAL 5TLO FIRE RATED WALL A55Eh1BLY,UL#4165. I. F.E. DE516NATE5 CLA55 "A" 5URFACE MOUNTED FIRE EXTINGUISHER - TYP., SASS`'�"�,10TED IN KITCHEN,TRAVEL DISTANCE TO BE MAXIMU �5 FE T. FIRST FLOOR: _ METAL 5TUD5 WITH 6W6-1 EACH 51PE 4 FIBERGL.A55 501,N0 INSULATION 2. ENTIRE 8UILDIN65 15 5PRINKLEREO WITH WET PIPE 5Y5TEM,PER NEPA 13, Iaga EDITION, SEE FERE PROTECTION PLANS. 330 0 .2" = 5'-6" MIN. CORRIDOR WIDTH 6'-4" MIN. EXIT AC C E EBBE3 C O F=1 P1 I Q CD F=1 E3 em OF ATLANT jjAU BUILDING OFFICt 8'CONCRETE MASONRY UNITS WITH 1-05 VERT. 1 FILLED DELLS®48'O.G. " 11 3, MAIXIMUM ALLOWABLE TRAVEL 015TANCE 15 200 FEET PER 2004 FLORIDA SECOND FLOOR: PER TABLE 104.2.4, CROUP A-3 A55EM13LY iDEC 2006 BUILDING GODS FOR TYPE li 04PROTEGTED,SPRINKLERED) GON5TRd1GTfON. 8"CONCRETE MA50NRY UNITS WITH 145 VERT. 4 FILLED CELLS®48"OL. CORRIDOR WIDTH: 253 * .2" = 4'-2 1/2" 6'-O" MIN. MINIMUM FIRE RESISTANCE RATING: AND I 1/2r MAL FURRING GHANNL�.S AT 16'04 111.WITH 6M-1 4. SEE ELECTRICAL POKER PLANS FOR FIRE ALARM DEVICE LOCATIONS. ,OB _ STAIR WIDTH. 253 11 .3p - 61-4m 5'-0" MIN. SPRINKLERED - 1 HOUR (UL# g65) FILE allkO IY SHEET NUMBER; DRAWN BY: MAE5 `J DATE. 4-18-06 1 i ■ 1 I 0 00 �LL w : O , Cfl N i I I O � TO A-17 0 1 o 8-15,1:5 o CD Ico O Aw U (o I N I I � I13 Lo 8-12,14 N M I r� 1 U� Q 0 TO A-14 Ix i o 1 I U I z o LIGHTING LEGEND 1 � Q I 1 2x4 LAY-IN FIXTURE TYPICAL FIXTURE TYPE A va TO W I wH1 4 _FLUORESCENT FIXTURE TYPICAL FIXTURE TYPE BE= 14 W > o 1 u RECESSED FIXTURE (TYPICAL FIXTURE TYPE C ) Y I I {� SINGLE FACE EXIT LIGHT (TYPICAL FIXTURE TYPE 'E') cQ� �- ® Q i4 DOUBLE FACE EXIT LIGHT TYPICAL FIXTURE TYPE 'E' Il i TO J , = U o rr�- _ �Q EMERGENCY LIGHT W/ BATTERY (TYPICAL FIXTURE TYPE D ) j'�' U a� i — - - � OVER-VANITY LIGHT (TYPICAL FIXTURE TYPE 'F') �r r � r 1 — I r - EXHAUST FAN (FURNISHED & INSTALL BY M.C.) TIED TO SWITCH LEG OF LOCAL LIGHTING CIRCUIT I L _ _ II I S SINGLE POLE TOGGLE SWITCH 48 AFF [MY A S2 DOUBLE POLE, SINGLE THROW SWITCH 48" AFF / S3 THREE-WAY TOGGLE SWITCH 48" AFF I S FOUR-WAY TOGGLE SWITCH 48" AFF I 4 I 0 1 C� NOTE: EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTED d 1 14 TO UNSWITCHED LEG OF LIGHTING CIRCUIT SHOWN I 1 a a a c� 0 0 0 0 0 \ I Q MEMO A-1 m �- I I i t 4 I I I �- I 1 I I I 04 � I I I I 0 I I f) AmpowwRaL II I I i Q 11 II II 1 I I o I I 1 I I W E- LJLJ Fl ST FLOOR LIG .HTING RLAN NO FLOO LIGHTING R N }- SCALE: 1/8"= V-0" SCALE: 1/8"= l '-O' C U 'o, C SHMIT NUMDER: PRA 4N 5Y: MAE3 I� DATE: 4-15-06 i wp/gfiGN-3 GN-4 EE" GN-1 - - - - - - - - - - - - I JL - - U ® I o I cn w � I N I DEVICE LEGEND O I L 0 Lo o Face FRE ALARM CONTROL PANEL AND VOICE EVAC. PANEL 0 I 00 I 0 ® MANUAL PULL STATION N I L L : I o a SMOKE I DETECTOR 0, I HEAT DETECTOR I.� Lo © I 0 N I Eo: SPEAKER/STROBE M f� I L L L UJ I STROBE B-1 ,� n I0 I DUCT SMOKE DETECTOR H I 0 I a-y,a I z 0 I U EL I PAN,B, L I A-�,ya POWER LEGEND Z I 7a 0 w IC B-11 > w N I =0 DUPLEX RECEPTACLE w I 0 D iL -9 SINGLE 120V 20A RECEPTACLE I 4 Cat A-2,4,6 DOUBLE DUPLEX RECEPTACLE Q I L 1 ! I I ! I 11 0 JUNCTION BOX (CONCEALED ABOVE CEILING) 1J O B-2,4,6 () I , ° F T--- D PANEL LOCATION (SEE PANEL SCHEDULE) - I L DISCONNECT SWITCH - VERIFY SIZE, RATING, AND 6 i I I FEEDER WITH PANEL SCHEDULE AND RISER DIAGRAM I A-8,10,12 i 1 A-1 i I 1 M I L � 2 g -- wp/gfi WEATHERPROOF GFCI RECEPTACLE L >-2- - 2 I I Nlil I I Q L POWER NOTES. o PANEL PANEL p / / . 'A MDPIII no no (A-3 2 ALL 15A AND 20A 120V RECEPTACLES IN KITCHEN AREA TO BE GROUND L O I A_15 FAULT INTERRUPTING TYPE AND MOUNTED ABOVE COUNTER HEIGHT IUSE PRESISTANT I NURSERYROOMS A D OT(HCER CLASSROOMS RECEPTACLES L wMS WHEREREQUIR DBY CODE. om I p/gfi I I i 0 0 0 0 0 0 n i z � 0 z d d 0 a C� 2 A-24 to 00 0 0 i L � II00000pkk'fij[,.AQ z � � L jrkj jirL wow 2 a {- LJLJ IRS 0 ROWE R N CD 0 l II I i II I I I I }- I ! I I I I I II I I I ! I 11 I I I II I I I it W SCALE; 'I/8"= '1 1-01' I . WE R N_ SCALE. 1/S"- 1 -O" JOB FILE UrY SHEET NUMMR: -7 41 casslolowaft y l� 17RAWN BY: MAE5 }'tt� ,M DATE: 4-13-06 SPRINKLER SYSTEM ENGINEERING CRITERIA OVERALL DESCRIPTION: THE CONSTRUCTION WILL CONSIST OF A NEW 2 STORY 11,000 SQFT CHURCH ON THE SOUTHWEST CORNER OF THE INTERSECTION OF MAYPORT ROAD AND DUDLEY STREET IN ATLANTIC BEACH. OCCUPANCY AND CONSTRUCTION TYPE: — — — — _ THE OVERALL BUILDING TYPE WILL BE TYPE 213 UNPROTECTED _ N09 o NON—COMBUSTIBLE CONSTRUCTION. THE BUILDING WILL BE A — _ R 2g , L�-�I I E C _ MIXED USE FACILITY WITH A LARGE WORSHIP AREA ON THE FIRST A SMALL NURSERY ETC. THE �— — ---- _ 4. 7g L-: � ��. FLOOR, OFFICES, MEETING ROOMS, , _ � , � 7.50 �-- �\j, — _ DEL TA= >�,. OVERALL OCCUPANCY SHALL BE CLASSIFIED AS A-3. L T P VE° — �. GOVERNING STANDARDS: NT = To o NOTE: UNABLE $ V OBTAIN IN TO — SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH THE °� I EX. 24" CONCRETE SIZES DUE OF --� 2002 EDITION OF NFPA 13, THE 2002 EDITION OF NFPA 24, AS I PIPE �-� WELL AS THE 2004 FLORIDA BUILDING CODE AND THE 2004 y CURB & GUTTER ISTRUCTURE _ \ _ (TYPICAL) ° /CUR �TEE L (12 6C) �— _ _ FLORIDA FIRE PREVENTION CODE. Top CRA L (12(12- _� -�— POINT OF SERVICE: —�� A NEW 6" FIRE SERVICE MAIN AND BACKFLOW PREVENTER WILL OH ---o-- OH OH OH OH THROAT E _ OH �° ° ° ASPHALT P _� — BE ADDED AS A SUPPLY FOR THE BUILDING'S FIRE SPRINKLER 4 _TOB: °13.00 ° EX, CONCRETE WALK ° ° MEN T SYSTEM. THE POINT OF SERVICE WILL BE DOWNSTREAM OF THE o FFIC — H --� off° a BACKFLOW PREVENTER ON THE BUILDING SIDE AS SHOWN. s NAL o — v� TO E UNABLE AREA CLASSIFICATIONS: NOTE: INVERSE Tp THE EQUIPMENT ROOM, STORAGE ROOMS, MECHANICAL ROOMS, TOB: 13.00 - 0 D TOB: o� EX. ° - , 13.00 ❑wi/�- OH -_ ,� d _ = SIZES OF a o CONCRETE E o H CR �� o IP TY LIBRARY, AND JANITORS CLOSET SHALL ALL BE CLASSIFIED AS i E - I 0H _ ° TE P ACCESSIBIL EX. IN E ORDINARY HAZARD GROUP 2 AREAS. THE REST OF THE AREAS �- CONCRETE R yYo �--�,H _ _ NCRETt ° WV DRI �G�TTCnNCRETE CURB STRUCTURE 3 INCLUDING THE WORSHIP AREA, OFFICES, RESTROOMS, CORRIDORS, ° E R (T CURS CURB TE EL (11.9 ) NURSERY, _ Y WV �� d ° ° TOP CRA AND COMMON AREAS SHALL BE CONSIDERED LIGHT 0 I ,TT�i a ° THROAT E (1"!DO) HAZARD AREAS. THE ATTIC SPACE IS CONCEALED, / tiYo RELOCATE EX. F.H. TO T, o ° ASP INACCESSIBLE, NON—COMBUSTIBLE SPACE AND THEREFORE WILL LANDSCAPE ISLAND I H ° T N11L T P/1 NOT NEED TO BE SPRINKLED. THE PORTE—COCHERE IS ALSO OF o — _ � o �/E NON—COMBUSTIBLE CONSTRUCTION AND WILL NOT HAVE STORAGE MEN; UNDER IT, AND THEREFORE ALSO WILL NOT REQUIRE SPRINKLERS. 0.R. 9 2 3D, 16-7 _ D o os c.j� '- ° z CODESIGN APPROACH: > THE�— o THE SYSTEM SHALL BE COMPRISED OF A SINGLE WET RISER IN PARCEL 9 = �- _ D — wv ° THE STORAGE ROOM AS SHOWN SERVING ALL AREAS. o —I 0/-/ = LIGHT HAZARD AREAS SHALL BE DESIGNED FOR 0. 1 GPM SQFT io / � I I t OVER THE MOST REMOTE 900 SQFT (BASED ON 10' CEILING / °� HEIGHTS ON SECOND FLOOR) USING QUICK RESPONSE HEADS < z _ o ° o > 1 WV RATED FOR ORDINARY TEMPERATURES AND SPACED AT A �' o - :�� - _ 1 S P`iG MAXIMUM COVERAGE AREA OF 225 SQFT PER HEAD AND 15 FEET m Co o� I � i � e E G YO APART MAX. st � �o HY ORDINARY HAZARD GROUP 2 AREAS SHALL BE DESIGNED FOR I N z N3WOM 3A00 I 0.20 GPM/SQFT OVER THE MOST REMOTE 900 SQFT (BASED ON 10' CEILING HEIGHTS ON SECOND FLOOR) USING QUICK RESPONSE .. O I _ Q Q i Lijco4, o 0 0 31n&LS3A I HEADS RATED FOR ORDINARY TEMPERATURES AND SPACED AT A CD MAXIMUM COVERAGE AREA OF 130 SQFT PER HEAD AND 15 FEET N3W / "dInD3 D — — — N z / APART MAX. c�, c�, �,. I I ° NOTE: AREAS OF COVERAGE PER HEAD CAN BE MODIFIED FOR � o i ej wV 0 — o o �, d E WAY _ o Q o EXTENDED COVERAGE HEADS BUT CANNOT EXCEED 400 SQFT PER DRJVE � o � 1 Q A83SdnN 3: HEAD. REMOTE AREA REDUCTIONS CAN BE TAKEN FOR QUICK - w RESPONSE HEADS BASED ON THE CEILING HEIGHTS IN THOSE Zt, — AREAS. T - E9 08, JJ cn 12.5 0 � i� N3HO11Y BT \ o ° M: 10.50 � �i = d ° O ° WATER SUPPLY CHARACTERISTICS: '� T08: 12.50 ARY 0 s , THE WATER SUPPLY IS FROM AN 8 INCH DEAD—END MAIN BTM: 10.50 - UT(2) �.6' — I RUNNING ALONG DUDLEY STREET ROAD BESIDE THE BUILDING. A o E — — o SE `?� — — ° ° ° \ H = 6 INCH BRANCH WILL BE RUN FROM THE MAIN TO THE RISER h — d ° — — - � o I I I - I LOCATION IN THE STORAGE ON THE NORTH SIDE OF THE BUILDING < ° s 2 38) n ° —�� I < <r� � I , AS SHOWN. THE DURATION OF THE SUPPLY WILL BE ADEQUATE I d 5 O 4 9 C7 39vaois g d o U) FOR THIS APPLICATION. ° z 0 ° 0) EX. 1 STORY U! ° ° ° o a< I 'N �M 3.0 Ex. N O CONCRETE BLOCK ° ° = 30I�30 4d1S?j0m f FLOW TEST INFORMATION: N CONCRETE ° o BUILDING DUMPSTER ° m ° I V L� W P O 1 �I D � x ° ° \ I I o A FLOW TEST WAS CONDUCTED ON 10/16/2006 BY CHRIS ADDRESS: #25 d a I , WALKER OF ATLANTIC BEACH PUBLIC WORKS. THE TEST PAD EX. 1 STORY CONCRETE BLOCK BUILDING ADDRESS: #44 "C & C GARAGE" °� ° C sZ t HYDRANT IS LOCATED AT 28 DUDLEY STREET. "EAST COAST AUTO BODY & PANT" ° o ° Saw15 ` THE RESULTS OF THE TEST WERE AS FOLOWS: o STATIC PRESSURE: 46 PSI POINT OF SERVICE ° ° 4d D ° O -,T L 2" WA T R SERVICE N WL: 10.0 _ -- -- = RESIDUAL PRESSURE: 38 PSI AND fel m ° 'Ho3W FLOW: 1,034 GPM NEW 6 EIRE MAIN ° D --� _ TOB: 12.0 BACKFL O W °° °° 7 °° °DOUBLE CHECK ° °° � �s VALVING ALARM REQUIREMENTS: ° � INSTALL FLOW SWICHNFIRE R SER AND PUT TAMPER SWITCH PREVENTER d ° ❑ WM El ON CONTROL VALVE IN RISER WITH LOCAL AUDIBLE ALARM AND °d WM = CENTRAL STATION MONITORING — ISOLATION VALVES ON w I SOUTH 1 2 LOT 5, o° BACKFLOW PREVENTER SHALL BE CHAINED AND LOCKED OPEN. RISER LOCATION — d ° I �, I ,� Z ° d t THE BUILDINGS FIRE ALARM SYSTEM WILL REQUIRE VOICE D 0 N N E.R S R E P L A T ° o EVACUATION PER THE FLORIDA FIRE PREVENTION CODE, SINCE d ° ° �' °° D THE OCCUPANY WILL BE GREATER THAN 300 PEOPLE. SEE OR TH 1 2 LOT 5, EX. 1 & 2 STORY COQUINA, BLOCK & `m I� (�J G ELECTRICAL DRAWINGS FOR FIRE ALARM DETAILS. ° �' REPLA T FRAME BUILDING r'1 D ON N ER S g 9' ADDRESS: #31 7 d o MIC RISK EVALUATION: I N "HELPING HANDS MINISTRIES" THERE IS A MINIMAL EXPECTED RISK OF MIC IN THE WATER ME 1 STORY SUPPLY FOR THIS LOCATION ACCORDING TO JACKSONVILLE BEACH d ° D ° � D I J � I METAL SHED off �—�--`�H .�� ° � < I ON a PUBLIC WORKS AND NO CORRECTIVE MEASURES HAVE BEEN I d o ° 0 DESIGNED FOR THE SYSTEM. m I OH 0 BACKFLOW PREVENTION DETAILS: A NEW 6 DOUBLE CHECK BACKFLOW PREVENTER DESIGNED FOR FIRE PROTECTION APPLICATIONS WILL BE INSTALLED IN THE FIRE MAIN WITH A MAXIMUM ALLOWABLE PRESSURE DROP OF 5 PSI. MAGNETIC / o = COMPONENT SPECIFICATIONS: ALL PIPING, SPRINKLERS, AND OTHER COMPONENTS TO BE UL AND FM LISTED MATERIALS. o D W o STRUCTURAL SUPPORT PROVISION: / m K = THE BUILDINGS STRUCTURE WILL BE ABLE TO SUPPORT THE F9 D o SPRINKLER PIPING AND COMPONENTS IN THE ENGINEERS OPINION. Z o 40 0 20 40 N AN ILE g"Opy0 9 9 9 o BENCH MARK: 1 2 0 SET NAIL 1N 1 UTILITY POLE. oz o EL (12.10) ttQ tA 01 a n I P NOTES REVISIONS ENGINEER OF RECORD PE SEAL FIRE RQ � DATE DESCI�IP'PION 0110 ®®� ®� Neptune Fire Protection N III DY ENGINEERING 61G Stephen Fred Kowkabany Engineering . NA New Church CONTRACT N0. 06024 Florida PE License : 61295 • , Certificate of Authorization #• 26520 APPROVAL Jacksonville FM Office Ma ort Road DRAWN BY Steve Kowkabany � 216 Seagate Avenue Unit i yp NFPE 216 Seagate Avenue Unit B n . Neptune Beach, FL 32266 Atlanatic Beach, FL SCALE 1 =20 Neptune Beach FL 32266 904-652-4200 p DATE 10/27/2006 904-652-4200 REVISED PLOTTED P1 waw NNIMM 17-24-0882 1. PERMIT REVISIONS AN Aw 7 L mmFY Ivi L 1\ vv r U � DESIGN PROFESSIONALS: FOR: zLIL cam-11.(BY ams) � � V V � , ■ I � � � � � I � � I �� I o N A'vmn""'Y LEPNEw3ft �pmowlm I �� criumLiH 7 501.ID ROCK ENGINEERING CONSULTANTS, INC. 336 hl EWERTON PLPYGE oJAGK0YILLE,FLORIDA 32254 Q04-2'08340,404-230-8262 FAX MAYPUH—t ��AD rn� c:1 ARGON G1URE t GONSTtdJGTION, 1%. M A Y O H TF L O I� I D A � 11497 COLUMBIA PARK DR(VE NEST,SUITE I 0) JACKSONVILLE,FLORIDA 32258 LJ„ 00 Lo 404-260-6605,Q04-260-860N FAX L I c., 5R�11G11�tlU_ � D Z _j y��,��, ,�. DESIGNED BY: m la o ILL � 7620 ARLfN6TON EX'RE55WAY ui JACKSONVILLE,FLORIDA 32211 �� U � 904-121-5513,904-121-3503 FAX � Z Ado O V W EN Q INC . IMI DEAN ROAD C H ITE CTU F� E & CONSTRUCTION , � JAGK50M/ILLE,FLORIDA 32216-4520 114 -1 G UMBIf� PARK I7R1\/E WEST SUITE I JhGKSON\/ILLE, FLQRI �p. �ZZ58 Q04-Z60-8605 �f04-X60-8hO�i FAX � 7 I 2 A 121-2 29 F 0�-- 404 2 323, 04 3 ftX U o - PERMIT SET 4- 1 �-0 � W a a I m U d U Q GENERAL NOTES: I. DO NOT SCALE DRAWIN65 - DIMR�1510N5 SHALL GOVERN OVER PIAN AV ELEVATION � DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SGftLE DETAILS. SYMBOL LEGEND T 2. IT 15 INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY DESIGN CRITERIA AND NOTES: OMI5510N5 IN THE NOTES OR CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED AS RQIEVIN6 THE CONTRACTOR OF SUGIt RESPONSIBILITY EXCEPT FOR ITEMS T 3. THE 6ENERkL SPEGIFIGALLY NOTED. A BUILDING SECTION DE516NATION -SHEET WHERE SECTION IS FOUND U � Al I. GORES CONTRACTOR 15 TO PROVIDE ALL LABOR AND MATERIALS TO FLORIDA BUILDING CODE(2004 EDITION),A0I-318,A6I-530,AISG (LATEST `b ,�,� ; 3�C EXECUTE T1iE WORK R5 SHOhA! ON THESE LiRfUKINGS WITH THE EXCEPTION OF ITEMS 1 EDfTI FIRE RESISTANCE DE516N MANUAL TEST EDITIpt�U. ON5 (La �, J 7" " 1 R '8Y OTHERS". TAI MARKED "NOT IN CONTRACT", N..G. O R5 DETAIL DESIGNATION - SHEET WHERE DETAIL 5 FOUND ARjC S1 4. THE CONTRACTOR AL.L REVIEW ALL PLANS NOTES GENERkL CONDITIONS, AND z. uv� �oa,�s � 120 5k ROOF LEVE LOAD............20 PI ' 1 � V IFIWS O DIfiGREPAtJGIES LSHABR HABRE RPDORIMTDy'TO T}iE ARGHITEGTIPW RLTO FLOOR................100 NSF GpMMFNGIN6 WITH WORK. ANY VARIANCES OR DISGREPHNGIES NOT REPORTED TO S1 WALL SECTION OR ELEVATION t7E516NATION -SHEET WERE ELEVATION {5 FOUND THE ARGFNTEGT SHALL BE BECAME THETHE RESPONSIBILITY OF � CONTRACTOR. b" ♦ 3. BASIC WIND SPEED = 120 MPH ) d o-so � �✓ t� SGHE EXf'05URE Gi11E60RY = B ' � 1 5. THE CONTRACTOR ykAlL PROVIDE GENERAL ROOM CARPENTRY AND BLOGIGN6 A5 poi DESIGNATION -SEE FINISFf C�ILE C1 IMPORTANCE FACTOR = 1.0 BUILDING CATEGORY = II i ( 120 REGXIIRED FOR iH15 PROJECT I�+IGH MAY NOT FALL INTO THE .URISDIGTION OR OFA � �I TRAM, BUT 15 INTERNAL PRESSURE CAEFFIGIENT = 10.1b(ENU-05f�) � L LO COMPLETION OF GPNSTRUG BRED FOR THE PROPER.108 EXECUTION AND ooi DOOR NUMBER DE516NATlON -SEE DOOR SGHEDU.E O GOh1PONENT5 d CLADDING = WALLS: 33.1p5F -44.1 F ♦ V V d � � � � b. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMI5E5 FREE OF ACGJMULATION � WINDOW NUMBERDE51GNA7tON - SEE WINDOW 50FEDULE p.,,.� IL CLADDING: (42.1 F_12. F � OF HASTE MATERIALS OR RUBBISH CAUSED BY THEIR OPERATIONS OR THE � J� 4. 50fL 13EAWN6 CAPACITY = 2500 P5F(ASSUMED) � OPERATIONS OF ANY HIRED SUBCONTRACTORS WITHIN THE AREA OF W0RK. � DAtUM POINT FROM FINISH BOOR LEVEL,UNLESS OTHERWISE NOTED. I 13 � METHODS OF REMOVAL MUST BE A6REEA9LE TO THE Ot^QJEFL � 5. MATERIALS � 7. THEIR 94ALL BE NO 5UB5TII1JTION OF MATERIALS SPECIFIED WITHOUT APPROVAL BY Q CONCRETE(NORMAL WEIGHT - 28 DAYS): THE OFdJER OR ARCHITECT. MATERIALS MENTIONED BY MANJFAGTURER SHALL NOT 0- - I WITH T PROJECT LOCATION MAP TI P5 WI 4bl STONE A ' i TED THE SLAB E FOO N� 3000 BE 5UB5TINTED tR�I.E55 THE TERM OR APPROVED EAU L 5 NO } ARCHITECT SHALL APPROVE EQUALITY BASED ICON INFORMATION SUBMITTED BY f�lE METAL STUD L�G E N D � a ,f * RE�t�ORGING STEEL - ASTM 8615, 6R INDGATES PROJECT LOCATION 'l 60 CONTRACTOR 0 LAPS ---------- 40 BAR DIA. MELDED WIRE FABRIC - A5TM AI85 8. ALL WORK SHALL 8E PERFORMED IN ACCORDANCE WITH THE RULES AND /METAL 51UD 6UA6E ryCL THi5 BUILDING 15 NOT LOCATED IN THE WIND BORNE DEBRIS REGION � fZEGULATIONS OF THE GOY�RNMENTAL PSENGY HAVING JURISDICTION AND SHALL corForzM TO ALL sAFerr AND SANITARY LAWS,un,couNn,STATE aNviaR 3 5/ 25 6 �' Q HOLLOW CMU: ASTM CAO,`TYPE II,Fm = 1500 P51 FEDERAL ORDINANCES WHICH APPLY. Q ARCHITECTURAL CMJ, Fm = 2500 P51 a � QSIZE OF METAL 5ND5� �. THE CONTRACTOR SHALL KEEP SUFFICIENT WORKMEN ON THE JOB SfTE AT ALL TIMES TO 5N05PAGfNGt � Ll ,ON CENTER IN TH MOST EXPEDITIOUS MANNER GON515?ENT WITH 600u PERFORM THE WORK E MA50NRY MORTAR: ASTM 0270, TYPE "5" WORKMANSHIP,SOUND BU51NE55 PRACTICE,AND IN THE BEST INTERESTS OF THE END USER. w � MASONRY 6RaUT: ASTM 6416,3000 P51,8" 70 I I' SLUMP zAIo MIN. VERTICAL REINFORCEMENT LAP - 25 NA.NJ Q (L 6. COMPATIBILITY WTH OTHER55 METALS ■COPPFR MATERIALS SHALL NOT BE USED IN DIRECT CONTACT WTH Ll ;`=�iT (`.�JF N1ETALLIG COATED STEEL MEMBERS OR COMPONENTS. p1 1. 5TANDINGSEAM ROOFIN6GOVER: X1 COVER SHEAT THIS SHEET M1 LEGENDS., SCHEDULES DETAILS � SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF PANELS,CLIPS, D6 AND FASTENERS TO RESIST UPLIFT FORGES LISTED ABOVE. M2 FIRST FLOOR MECHANICAL PLAN �- VED si ION PLAN � DETAILS M3 SECOND FLOOR MECHANICAL PLAN � APPR� i/ FOUNDAICITY Or A��A. T1C 3EACH BUII D�N�a OFFICE CODE SUMMARY. OCT 1 290 w 8. TEMPORARY BRACING: GONTRAGTORSHRLLBERE5PON5I8l.EPORALLTEMPORARY Al FLOOR PLANS ES ELECTRICAL SITE PLAN 1-UNIT BUILDING ba. � BRACING THAT 15 REQUIRED DURING GON5TFaJGTION 70 KEEP A2 FINISH DSCHEDULES El ELECTR1 CAL SCHEDULES sy6 �T STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE 15 IN N0.OF 5TORIES: 2 PLACE. Bt2AGIN6 SHOWN ON DI2AWfN65 15 FOR THE COMPLETED LIGHTING PLANS �ILoI►� �: bS70 S.F.A3 DOOR � WINDOW DETAILS E2 STRUCTURE ONLY. BUILDING HIT: 35'-6" �8.6F2ADE .. POWER PLANS ��eweqq. �.,�o„ � �o�I�,MIN.CLEAR COVER FOR A4 EXTERIOR ELEVATIONS E3 RESNFORUNG SHALL BE A5 FOLLOWS: GON5Tt�1G110N TYPE: I!-6 Q.e 6y toe r: ,20G'310 A5 BUILDING SECTIONS SPRINKLERED: YE5 FOOTINGS: 3' 10. ALL REfNFORGING SHALL BE HELD SECURELY IN POSITION WITH A6 WALL SECTIONS Pi PLUMBING P & DETAILS OGGIPANGY: 6R�I1P �a,-�' SMALL ASSEMBLYST��I� �I%�I� � � �"��. A7 ENLARGED FLOOR PLANS P2 WATER LINE RISER �P�YLOAD: 545 3HE�T NUMBER: ADA AGGE55113LE: YE5/ F0 II. ALL STRUGNRAL OPENING-6 AROUND OR AFFECTED BY MECHANICAL, I L I N G PLANs iREFLECTED CETbTAL #OFEXITS: 4 RNA" TO AND PLUMB N6 EQUIPMENT SHALL BE VERIFIED WITH AS Ev ROOF CLASSIFICATION 00 DING H1114 STRUCTURAL. EQUIPMENT Fi1RGHA5ED BEFORE PROGEE A9 STAIR DETAILS LS1 LIFE SAFETY PLANS Al O MISCELLANEOUS DETAILS Al 1 BATHROOM ELEVATIONS E01 EQUIPMENT DETAILS '�/l PRAM 6Y� MAB r 2 ROOF PLAN �Al PATE; 4—I 5-06 65'-ON I I 151-8N 241-011 I I I6'40 FIBERA%A55 DECOR. COLUMN 221_8311 22'-8 " - N ( I 4 l� O 3 1 I I OVER STRUGT`URAL COLUMN I I A lri A I I _ 01-011 I61�1 o I I } TOP OF FIN15 IED FLOOR TYPICAL I I I I STRUCTURAL COLUMN - I I _ EMBED 6" INTO GONG. . ,_.. _.._ �..-�..r _ PEDESTAL,SSE METAL m m � NG. `T BUIL191%WP ORAHINC-75 L —I_ � _ � �, Gq Gl1RB _ 3' 4 FOR BASEPLATE DETAILS I 1-! TOP OF FINISHED FLOOR 4-1— — -- -T-- - — - ---- XX OR /\/\ /\/\/\/\f\/\/\f\,/\/\/. m I 5TAI LL I m \� \`� \\ \ \\ \ \\ \\ \\ \ N N Ny ol '\6/-O" x 6'--O"GOZ. FOOTING \W1645 EA. HAY LL 417 1 %, / /�\ i N N► 1 I i ,\ to-lo -o (x b-o o o 6 TYf"IGAL I TYPICAL 1111111111101111111011 11101 Ill, a aCD _ � CONC. PIER DETAIL I I � �3 N a 3000 P51 4 CONCRETE FLOOR SLAB s _ WITH IBERM 5H REIW-ORGfiNC OVER � SCALE. 3/4" - ('_O" 4" LI644TWEIC-MT CONCRETE FLOOR 00 1 N 6 MIL VISGUEEN OVER GOMPAGTED N 5LA3 OVER METAL DECK PANEL. (of-ON 6-O CN cv TREFA ED FILL - SEE GiVl DRAHIN GS (TYPICAL) c� ICAL TYPICAN.FIND! FLOOR ELEVATION N 4 N I I = o I _ I = ' — — — ---- --- — ------- — — — - 4 LL I I �. uw � I J I \ , z -- -- -- 6 MIL V15WEEN \\ \ -' #5 VERT. AT 321 O.G. WITH FILLED 50LID CELLS(TYPICAL) \//� < #1 HAIRPIN(6 REQS D) FILA. WITH COMPAGTIOLE FILL - #5 VERT. AT 32" O SEE DET. H61G. GoMPA1CT TO a5i GF MA3CIMUM j WITH FILLED 50L1D DENSITY AS DEFINED BY THE _ I I aGELL5(TYPICAL) MODIFIED PROCTOR U Y T'YPI6AL TYPICAL 43 _ — g 6N 6M BL4GK — s'1FN } a I 3 3 1 u - 3 I I IIn � I = I I J #5 AT 12N 4G. E.W. OJ U /6" x 1 1/2" DEEP 5A H GUT 51 N -- b'-6' b'-6" CONTROL JOINTS (TYPICAL) T(P AL _ 5EE DETAIL C-7/51 ' r- IFO _ _ \ r V = EL A OR5 - _ ELEV. PIT N N = _ m m 1 3 r- 41.01 I 1 N ' D _ I PIT DETAIL TYPICAL � �/'1 ELEVATOR � S'1 in J r Nor �' SALE: 3/4" 1'_�" Z — — — — — — 2 r = I 4 ! I I y I I I 1 _ �- -, L _ _ _ _ _ J TYPICAL - -- --- - a - --- ! { s A TYPICAL -yl_�11 IA 1_/1N 11141121_8,10. I �� 1 V V I I I � R TE 1ZE I SEE BLDG. MFGR. PLANS F0 BASE PLA 5 5 S� A 22'431 ry 20Iyi N 2 _/yN L 241-oN f—� J-L 6 I 1k -1 4 1 u s-O i-3 5 bs 1 1" �- f-3 41_b1 � 6 �l 6 MIL V15GUEEN s I I 1 N a � � � � �► � a 9 r N } II( #5`S AT 12 O.G. EACH _ — ES L WAY TOP AND BOTTOM 4 PED TA'L ® r . � GONG. 1 1 LWMi Z=j 11.............Ak . _ s i TYPICAL SCALE: 'I/81 - 1 -Ox Ill //��///. //i'//" �'•'''/�//�•// FILL WIT14 COMPACTIBLE FILL - 251-40 1�I- N 251-4N _ SEE PLAN01 COMPACT TO OF MAXIKH m DEN5ITY A5 DEFINED BY THE MODIFIED PROCTOR �5-O V �C F�� LmwJ U � I I\ITE!�!�� t� M CLU -NO FOTI N � SCALE: 1/8"= 'I '--O" 1 5GAL.E: 3/4" = 1'-0" 1 r^ c 21_01 C� 5EE BLDG. MFGR. DWG. FOR AWMOR - ADD GONER BAR ? N V BOLT LOCATION AND 51ZE 245 toP -�5 TOP bx6xl0/10 W.H.F. #5 AT 12" O.G. 1/6" WIDE x 1 1/2" DEEP SAW 2 . GUT NT14 A WET BLADE SAME DAY ON EARLY POUR /_I-#5 TOP 4"CONCRETE 5LA3 OR FIRST THING NEXT a (TYPICAL) MORNING ON LATE POUR d TTO �5 BO M 6 MIL V15GIUEEN 2- 2 _ � � _ #3 T1E5 -116 . I b MIL VI5GIUEEN c� 5ET5 0 6 o.G. — d 2 6 MIL V150JEEN # 4i # TIES AT 36N 0.6. #5 AT 121 O.G. 245 BOTTOM JIM 2�- 5 BOTTOM \\ // // / .0130: ITH MPAGTfi E FILL FI GO ,�; LL ``` ,/ 01 FILL WI-'H GOMPAGTIBL FILL \`\\� �'`� \ ` I 1 COMPACT TO q5�5 OF MAXIMUM � \ \ FILL WITH GoMPA+GTIBLE FILL M / f Y THE . /i. DENSITY A5 DEFINED B � L#5 AT 12 O,G. COMPACTED 4 TREATED , 1�AX1MUMMP T To�5�i OFGOMAXIA� � F MUM COMPACT TO 5�O GO AG N 1 ;, t� R SEE PLAN � DETA L5 4 MODIFIED PROCTO I 1 I N q MODIFIED= FILL 5� MOD 1 INED Y THE _ V 0 1 D ` ..1 #�EN51T`f A5 DEF B m 6 O DENSITY A5 DEFINED BY THE FOR FTC SIZE � REINF. TOR N PROCTOR MAX DRY � MT t�u�(r R: MODIFIED PR OC MODIFIED PROCTOR ON SHEET 15i DENSITY (ASTM D 1551) STANLEY COLUMN FOOTING TYP. WALK TURN DOWN CORNER PEINF. DETAIL_ CONTROL .JOINT DETAIL STANLEY No. NEE � � j3009 STANLEY ENGINEERING, INC. I� �� VV � 1 i i I P. e.�L.vt''1. <904) 721-573 (904) 721-3503 A :s ' 7820 aRLINQIG N EXPRESSWAY, SUIT£ 540 ►' SCALE: 3/4" 1' 1011 GALE. 3/4u I�-U" SCALE: 3/4" -O 5GALE� 3/4" _ q JACKSONVILLE, FLORIDA 32211 SCALE: 3/41' 11-0 EMAILi staremorftettscuth.net ORLA l BY: MAB momamou NEWMAN E. STANLEY. P,E. DATE: 4-10-40b IUMINR R"SION DATE 65'-O" I. PERMIT REVISIONS 1-24-06 251_411 151_8° 241_011 111 - f_;31 11 I-3 I 251_411 151_81, 241_01, 11_3 loll I I_3�,1 _ D 13.8 B B Ab A ✓ A5 24 1-011 D G B A B SEE SHEET Aq FOR 81_511 161_011 A5 ENLARCEID PLAN 10 B _ A6 OF STAIR AREA B - I AE I A I I EXPANDABLE IENDWALL .®. -4- _211 _�. � ( EXPANDABLE END LL:-i - _ 6 — — — — — u(0 1 !1 I 11 I 11 , 1 ,1 1 11 11 11 O 20-1011 15-2 2- 151-211 11-2 Q 114 140 .140 106 O b _, _ = Co 22 I b - ' cs- I I _ ADULT — 1 ADULT ECH. r 21 . dJ _ dJ dJ w — = 211 m _ 0 O (:,oD I I 'd_ 119 , 102 N = O O m = O ® ;� � ADULT N N N i - N N t'(� .` N N N 209 223 , N I � 0 222 i - I I � I I i- _ STAIRS d- 212 Lu A226IoU STAIRS - - HALL - B ELAN11G = o o - 221 O O r118 129 I 103 -, � I 213 � � o0 w m 224 V I I 225 227 Ifill — - _ I I - _ .�.1 II r -o (511-211 _► 07 2 BOX COLUMNS WITHd- I _ - n d- YOUTH d- YOUTH YOUTH STUDS $ GYP. BD. O A6 I = I I _{ I A 4 DEACONS -' -' 214 c0 MATCH OUTSIDE o - O 21 B o 215 co N N I ._ � � _ D I� d' 1 wor��HIP _ ® _ �- m I COLUMN (TYPICAL) OFFICE A O .. _ .. -..._ .._.. - � .. _ _ .._ .. _ .4_.. _ .._ _.. . _.. _ .. .. _ .. _ .._.._.. _. .. - A5 � a O U �. I N A A TATRA O _ _ _ �.- .�_ .I. _ .._ - _ _ _ _ _ I_ 11 ,_ 11 !_ N i_ h 1 11 = t) A5 A5 - - 20 l0 b O 11 8 1I 4 15-2 (51_•]11 I O 81 111 2a1-10ll O 00 V/ VAULTED I VAULTED L N N 2 I = N N -. TOILET T MECH. - N CEILING I CEILING STORAGE 2 p'S - M 207 - I � 218 217 •� , `� MEETING 131 _ - Q —IN _ — 217 1 2 VJ i N , N _ 1H - 1 .219 2 I (� rY O �4 116 d- AS 0 - o m - � 0 �- STO R. Z J o - 1 I - t 11 , ,i 11 1 I 4a-oLL b-Io 8-4 I los � I 4 ,n I 220 = ua - - O J O O O O _ I _-- 21b _� .�.! 4 — — — — — — — — 4 4 — 4 _ O ' I — r - O O ' " p O U REF. FRZ. I —iN _ _ - Z it i ' I I u 1 1 , u 1 u i -8 5-o 8 2 6-0 ( 14-O 241-2110 i I I I N to l02 I I C2O) - = U - I15 - I O I I o 0 0 4 Q PASTOR TRAINING YOUTH d- 181_311 I 244_1111 b'-81, 151_211 i1 ® 220 218 I 214 i'-I" lora" �'-I" I KITCHEN _ _ o - = o = � - •�u T_ HALL 2 Q 5 r _, O I I I 2 15 ' 1 i -' 222 -' _, _, 13 I_ - I in ;n sn 4 i 213 I 208 I ,n w N N dJ _ N N N N N O — 4 113 �- - -- - - -\m MECH. D. ; ii ' IFIRE SUPPR 5510N _' I HALL 20 NURSERYU q I _� = 133 _ SYSTEM 0 Wit- 221 d- 09 12 I- = Q - 2 I I ��- SECRETARY m I 2 3 = � (Y 4 - I10 I I Q A r I m �- A Q _ NURSERY , F _ F 1 11 I I L� - 204 - o - _ O _ LINE OF GLC. •d�• - - �- � 18-6 0 .� - O o MECH.. - °- 1 N 138 dJ _ — _ � r COFFER ( , I Q Q - -' m � -1Cr1 10"1 I "—' � ! 8 1 tl � , 11 224 1 11 m N F I (ABOVE) ; � 201-1011i 2 b-O ( 14-4 -2 la-8 o - I F - — - — — ° — — — — J - - — 3 3 I R - � 3 ENCLOSURE ';' o I LIBRARY , _ F m - U F - / , yr O O 228 W Q 1_ U 1 11 ,_ I _' I It I = � � I 12 - 10 I N [Mo II J N. - 221-51 � O b 0 m 1, (� 14 8 3 5-1 - 2oi = `� MEN iso ty m I-71 25 230 p Q r �- 10 +- EC�lU1P. MEN I I DOW I E F 5 _ I 1 _ 4 I 1 1i 139 H.G. TALL - STAIRS 12-a 206 D _ o H.G. STALL 134 0 - , sn = - , - r m +J VESTIBULE 1 I I - I ® _ N I _ 1 If I 137 I o o - o ' _ _ 1 3 II f II , 11 = 11 - 5 _ _ �- -2 8 4 HALL l4 4 4-2 _ Q Q c•� ELEV. - - d O O I _ _ 108 - I m d- 228 - Cn I u _ I d- ALC !P sty C� s� ELEV. coaJ Q Q Q o 8 I _ - N N - B — N I 1_ 11 �'- " o o " _ _ 0 0 - 8 8 25 10 8 0 2� I - _ I I Il 1 - II I 11 � I N I A:3 - 8-2 a-8 I -4 7-O I b-10 - LCOVE - 0- vI _ m 136 H.G. 5TALL I WAITING I = H.G. ALL, C1 cy I .YOUTH - I \ I l07 WOMEN _ _ I N I 10b 135 4 O 202 i 201 O 3 2 4 ' OMEN N I - i 231 — _ - I , 1 - 1 I1 1 � II i 11 — - _ - �- m 0 4 m _ � - I m u> 114 _ I r a 2 3- {4 0 _4Iv4 o 2 =� 2 �- - _ O A = 2 r 2 ® _ _ ® ® !(ABOVE) IN Q I 101 O �.. � m A - L. .. . . , I - _ _ ---I-- _, I �- D G D - A m E E �- _ A� 1 o I o o STO R. B I �r A9 1.8 1 � U-4 - % 5EE SHEET A7 FOR 22 As ENLARGED PLAN A5 SEE SHEET Al FOR I OF TH{5 AREA 5'-6" 4'-O" 61_2" 4'_011 4'-O" - - 4'_011 41_01' 6'_21' 4'-O" 5'-6° ENLARGED PLAN u , u 1 11 11 , 11D SEE SHEET Aq FOR o , ,1 I , 1 1 i I , 11 { 11 , N 151-611, 141 0 b-2 4 0 41-10 -q ell-111, 6 1 2 4 0 4 0 b 4 0 5 6 OF TH{5 AREA Q J. u , 1, oll 01 ENLAR6ED PLAN 23-8 23-8 — I 23'-8' I-11_g11 231_8,1 I _ OF 5TAIR AREA I , r C _ C �; C C - is> N m A5 gid" A5 N N N N = _ A5 A5 ' I- I o - 1I ( P FTE CO H RE� I I �y _ I GONG. CURB SEE I PORTS GOGHERE CIVIL DRAWINGS ROOF (BELOW) I _1� I • � N — - -� -- -- — — I cnlb- 1, I I o : 141-411 _ I I mitt- Q 1'_8" II Q,11 B (/ A5 A5 D A D G B A , I1_31�II 1 i_31�fi I_��11 I_31�11 B.q B.I V I 11 1_ 11 241_x„ I-�,_5„ 241_011 23-8 1-71-all23 8 b51_5,1 OF 65,_511 C3 Li Li CwmjCD F-1 F I FR F F=1 11 c 1 11 SCALE. 1 8 1 II_ SCALE. 1/8 - 1 '-011 -�- CS' C3E=NEt�AL NOTES NOTES LEGEND: WAIL TYPE LE(jEN 1. EXTERIOR DIMENSIONS ARE TO EXTERIOR FADE OF METAL 5TUD5 OR METAL 6IRT5. 1 3 5/8-25-Ib METAL STUD WALL UPTO FLOOR DECK A I IN o INTERIOR DIMENSIONS ARE TO FAGS OF METAL 5TUD5 OR MASONRY,TYPICALLY, 2r�2?�T�7% 8 GIRT METAL BUILDING SYSTEM WALLS WITH EXTERIOR METAL 5 D G WITH SOUND IN5ULATION, EXTEND (1) 51DE OF 6WB R/t ETAL. ST'U C� LE C�E N C� 1, . A INTERIOR WALL5 ARE 3 5/8-25-1b METAL 5TUD5 WITH 1/2 GYP5UM BOARD 1, „ UPTO DECK 2 ALL WA WITH 112 8 GIRT METAL BUILDING SYSTEM HALLS / EACH 51DE UNLE55 OTHERWISE NOTED. ALL ANGLED WALLS ARE 45°. METAL FURRING CHANNEL AND GWB-i (INTERIOR FAGS) cp METAL STUD GUA6E 2 FURR WALL WITH METAL STUD FRAMING TO BE .i 0 3. ALL EXTERIOR HALL5(UNLE55 OTHERH15E NOTED)ARE 8 METAL GIRT HALLS WITH INTERIOR OR EXTERIOR METAL 5TUD FRAMING FLUSH WITH COLUMN BOXING �l1 JOB 3 5/8 rj- t4. METAL 5101N6 BY METAL BUILDING MANUFACTUERER,OE516NE0 TO MEET OR EXCEED - DESIGN PRESSURES. 3 - M b-20 16 METAL 5TUO PLUMBING WALL META STUD FIRE RATED HALL ASSEMBLY UL 465111111111!11 � , .�� ;,:: . HOUR RATED L , SIZE OF METAL 5TUD5 STUD SPACING,ON CENTER 4. ALL EXTERIOR WINOOW5 ARE FIXED GLASS ALUMINUM WINOOH5;HHITE FIN15H. UPTO TO FLOOR DECK (15T FLOOR) E 3` 6-20-Ib METAL STUDS AT ELEVATOR (I HOUR sFf# SHEET NUMBER: 1 I 5. 5EE METAL BUILDING MANUFAGTURER 5 ENGINEERED DRAWINGS FOR COMPLETE DETAIL o4 5TU05 WITH 6YP5UM BOARD EACH 510E FIBERGLA55 50UND INSULATION SHAFT ENCLOSURE, UL #4b5) r NT AND ROOF WALL SYSTEMS.OF STRUCTURAL ELEMENTS GOMPONE 5 ROOF/ HALL FURR INTERIOR 510E OF METAL GIRT WALLS WITH 1-1/2-25-16 HAT CHANNEL (TYPICAL). GONGRETE MASONRY UNITS WITH I-#5 VERT. FILLED CELLS 0 48" O.G. `� YSSEN KRUPP ELEVATOR - GIMARRON MODEL #2500 TFT DRAWN BY: MA5 DATE: 4• U i. POINT sWINS 1-24-" ROOM FINISH SCHEDULE DOOR SCHEDULE ROOM ROOM NAME FIS F. MARK I I I TI NOTES NO TL FIMQ # Fid MAX FINISH HEIGHT 101 6'-01 8'-0" 13/4" B ALUM ALUM. HW-2 101 WORSHIP G GP-1 VB-I FF GWB P-1 AGB-2 FF 101-0" 102 3'-0' 7'-0" 13/4" A HM HM HW-4 BY METAL BLDG MFR 102 MECH. G GONG VB-1 FF GWB P-1 OWB-2 P-111-01111 HOUR CEILING t N 1 a H 103 3-0 7-0 13/4 E HM HM HW-3 BY METAL BLDG MFR 12q STAIRS B GP-1 VB-1 FF GWB P-I - - - 104 6'-0" 7'-0' 13/4" E HM HM HW-3 BY METAL BLDG MFR ( 11 r 1 130 OFFICE G GP-I VB-1 FF GWB P-1 AI FF -0 i " , r n F:3 Lwu�j\/\//�k y� 105 3-0 �-0 1 3/4 A HM HM HW-1 BY METAL BLDG MFR �J 131 STORAGE G GP-I VB-1 FF GWB P-1 Ace-1 FF 8'-0" lob 3'-0' 7'-0" 13/4" A 56 BIRCH HM HW-7 HARDWARE GROUP HWi 1 HARDWARE GROUP HSV'—fi � i 11 (� 132 KITCHEN G VGT-1 VI FF GW13 P-2 AGB-I FF q-O 1_ 11 t a 11 � 107 2 7 1 3 4 A BIRCH HM HH-6 20 MIN. 8 -0 / 5G G I TER(OR 5( E DOOR 133 MECH. G GONG VB-I FF GWB P-I AGB-I FF 8'-0° 108 2'-8" 7'-0" 1 3/4" A 5G BIRCH HM HW-b 20 MIN. EXTERIOR SINGLE DOOR 3 HINCE5 BB1279 4-112"x 4-1/2" (D 1 it _ 11 N N M N 134 MEN G VGT-1 VB-1 FF GWI3 P-2 ACB-I FF -0 GWB 3 BEHIND PLUMBING 1 N t N a 3 HINGE5 131311611 4-1/2 x 4-1/2 NRP 1 -1 15 1 10Q 7 1 3 4 A IRCH HM HW-7 20 MIN. 3-0 -0 / 5G B I 3 I 1 I I I LOGKSET AU 5307LN 380AN 461'7 0 135 WOMEN G VGT-I -I F W P-2 AG -I FF q-O 6WB-3 BEHIND PLUMBING f r 1 r u VB F G B B 7 I 4 -7 2 MIN. 114 3-0 -O 3/ A 5G BIRCH HM HW 0 D - x { I GL05ER 352( BF TBGN L I 1 " N _ 1 N t « 11 -, I THRE%;GW 4135 x 36 1 WALL STOP 2304 Lo 136 ALCOVE B GPI VB-I FF GWB P-I AGB-2 FF �-0 l l I 6-0I'-Om 13/4 A 5G BIRCH HM HW-10 �.O MIN. N o 1 N 1 II 1 DOOR BOTTOM TTi 11 Y x 36 3 DOOR SILENCERS 606 c� 5 13`1 VESTIBULE B CP-I/GFT-1 VB-1 FF GWB P-I AGB-2/GWB-1 P-I/FF 11 -0 x12-O COFFERED CEILING 112 6'-0" 7'-0' 13/4" A 56 BIRCH HM HW-10 20 MIN. N 00 I 5ET�iEATHERSTRIPPING SgiS V i x 36 2 x 84 � li 1 r 1 r « 3 DOOR 5I�LENCERB 606 HARDWARE ROUP HW-7 � I38 NURSERY G VCT-1 VB ! FF GWB P-2 AGB-1 FF q-O 113 3'-01 �-0 13/4" A 5G BIRCH HM HW-q 20 MIN, i i LOCK 6�lARD 1625 NL-55 13q EGUIP. G CONIC NONE - G NONE GWB-2 P-1 81-0" I HOUR CEILING 114 3'-0' 6'-8" 13/411 A 56 BIRCH HM HW-b 20 MIN. p 1 r t N u INTERIOR SIDLE DOOR 0) 140 5TAIR5 B GP-I VB-1 FF GWB P-1 - - - 115 3'-01 1'-01 13/4" A 56 BIRCH HM HW-7 " N HARDWARE GROUP HWV 2 3 HINCE� BB1214 4-112 x 4-112 00 i ff 1 N 1 N tl Lo 201 YOUTH G GP-I VB-I FF GWB P-1 AGB-1 FF q-O 116 b-0 7-0 13/4" E 50 BIRCH HM HW-II I LOGK5ET AU 5307LN 38OAN 49'7 M 1 11 t N t a II I GL05ER 3501 BF Til �' � III 1 3 4 A 5C BIRCH HM HW-7 M 202 WAfT1NG B GPI VB-I FF GWB P-I A015-1 FF q-O 3-0 -0 / EXTERIOR SINGLE DOOR 1 MALL STOP 236W 1 r 1 r H ALL HARt1��1ARE BY STOREFRONT WC-R.EXCEPT CYLINDER FOR KEYING - I( � 13/4 A BIRCH HM HW-6 20 MIN. 203 STAIRS P-1 -I FF P-I -1 P ! 8-0 8 3-0 -0 5G B G I B G VB GWB GWB 3 DOOR 5 LEIVC:CRFi 608 O 204 SECRETARY G GP-1 VB-1 FF GWB P-1 ACB-I FF 8'-o" 114 b'-0" 7'-01 1 3/41 E 50 BIRCH HM HW-11 20 MIN. 2 PANIC DEVICES � 205 PASTOR G CP-1 VB-1 FF GWB P-1 AGB-I FF 8'-o" 120 51-0" 61_/LII 13/8" D MA50NITE WOOD 2 CYLINDER 1152 HARt?�'VARE SUP H °� �U- V a 1 r 1 r f u W 201 3-0 7-0 1 3/4 G 5G BIRCH HM DIRE M-6 20 MIN. 20b STOR. G OP-1 VB-I FF GWB P-I AGB-I FF 8-o HARDWARE GROUP H�l�-3 INTERIOR SINGLE DOOR � 1 u t N 1 a u 202 3-0 `�-0 ! 3/4 A 5G BIRCH HM -q 20 lN. « N 207 TOILET G VCT-I VB-I FF GWB P-2 GWB P-I 8-O GWB-3 BEHIND PLUMBING 3 HINGES 131312761 4-1/2 x 4-1/2 > 1 r t « n z 208 DEACONS G CP-1 VB-1 FF C7WB P-! AGB-I FF 8'-o" 203 3-0 7-0 1314 A 5G BIRCH HM HW-? 20 MIN. EXTERIOR PAIR DOORS I P,,R�IVACY�y5ET AU 5302LN 3"4617 0 1 11 1_ N t N II _ N _ N I WALL STOP 236H v1 20q ADULT G OP-1 VB I FF GWB P-1 AGB-I FF 8-o 2Q4 2 8 7-0 1 3/4 A SG BIRCH HM HW 20 MIN. 6 H{Nt5E5 131311611 4-112 x 4 112 hIRP « 3 DOOR SILENCERS 6O8 1 a u 2 EXIT DEVICE 210OF 'J6 5EX N1T5 (J 205 21-511 7-0 1 3/4 A 5G BIRCH HM -b 20 MIN. A 210 ADULT G GP-1 VB-1 FF GWB P-I AGB-I FF 8-02 EXIT DEVICE TRIM AU546F w --� 1 N 1 a u ■ t N 206 3 7 13/4 A IRH HM HW-� 20 M{N. _ -0 -0 5G B G i SABLE MULLION MIOOF 84 211 ADULTOP-1 -I F P-1 AG I FF 8-0 G VB F GWB BHARt3�VAR ROUP HVV �- ams roN 1 N 11 2 OSER 3521 BF TBCN 212 STAIRS B OP-1 VB-f FF GWB P-i GWB-1 P-I Qi__/yll 20°7 3-0I'-Om f 3/4 A 5G BIRCH HM 20 MIN, I THRESHOLD 4135 x 72" W ql 11 208 3'-01 7'-0" 13/4" A 5G BIRCH HM HW- 0 MIN. INTERIOR SINGLE DOOR 2 DOOR BOTTOM T�78 V x 36 213 HALL B GP-1 VB-1 FF GWB P-1 AGB-1 FF q-0 I HOUR RATED CEILINGS N " N w t r t « a „ 20q 3'-01 1'-0' 13/4" A 5C BIRCH HM HW-7 20 MIN. 1 SET WEATI�IERSTRIP $6115 V I x 72 + 2 X 84 3 HINC7E5 13131279 4 112 x 4 !/2 > 214 YOUTH G GP-1 VB-1 FF GWB P-1 AGB-1 FF 8-O t N 1 a 2 DOOR SILENCERS 608 1 PA55AGE 5ET AU 530ILN 38ON 497 n 210 3'-Om -0 13/4 A 56 BIRCH HM HW-� 20 I R 1 N f'� � 215 YOUTH C GP-I VB-1 FF GWB P-I AGB-I FF 8-o • CLOSE 350� TBG �1 1 r 1 r H I MALL 5TOP5 2311 f 3 4 A BIRCH HM HW-7 20 MIN. 211 3-0 7-0 / SGB G _ 216 YOUTH G GP-1 VB-f FF GWB P-1 AGB-I FF 8-0 HA►RD�IARE GROUP H'�V � 3 DOOR 51LE1�ER5 608 217 MEGH. G LONG VB-I FF GWB P-) AGB-) FF 8'-0" 212 3'-0" 7'-0" 1 3/4" A 5G BIRCH HM HW-7 20 MIN. 1 N u _ EXTERIOR 51NI DOOR 213 7-0 13/4 A 5G BIRCH HM HW_I t II 3-0 - i FF 8-0 N N HARDWARE GROUP HW-10 m 218 MEETING G GP 1 VB-I FF GWB P I AGB t r 1 N u 214 3-0 7-0 1 3/4 A 5G BIRCH HM HW-7 20 MIN. 3 HNGES E6IgI 4-112 x 4-1/2 NRP 1 tl II - 1 EXIT DEVICE 210OF 36 5E?C NITS 21q YOUTH G GP-f VB-1 FF GWB P I AGB-f FF 8-0 i t r t « u 215 3-0 I'-On 1 3/4 A 5G BIRCH HM HW-q INTERIOR PAIR DOOR „ I EXIT DEVICE TRIM AU546F 0 220 TRAINING G GP-I VB-I FF GWB P-1 AGB-1 FF 8-o4-1/2' x i N 1 H 216 2'-8" 11-01 1 3/4 A 5G BIRCH HM HW-b I CLOSER 3521 BF TBGN 6 HINGES 13131279 4-112 x 4-1/2' rJ 221 HALL CP-I VB-1 FF GWB P-1 ACB-I FF 1'-O" I HOUR RATED CEILING I r RE5HOLO 4135 x 36" 2 FLUSH BOLT 2620 � B 1 r 1 N a 217 3-0 7-0 1 3/4 A 50 BIRCH HM HW-7 N I DEADLOCK P-1 A -I FF q'-o" I HOUR RATED CEILING I DOOR BOTTOM 7775 V x 36 D DLOG 315 222 HALL B GP i V13-1 FF GWB GB r- i N 1 « II N N 2 CLOSER 3501 BF TW-;N - TRIP I x +2 x 4 218 3-0I'-Om 13/4 A 5G BIRCH HM HH-I O MIN. I SET Y�EATHERS 861 5 V I 36 8 f II Y N 2 PUSH PLATE 305 3-I x 15 223 NURSERY G CPI VB-I FF GWB P-I AGB-I FF 8--0 I DOOR SILENCERS 608 /2 1 II 2lq 61-0" 7'-0" 1 3/4" E 5G BIRCH HM HW-11 20 MIN. 2 DOOR PULL 36N 3-112" x 15" . 224 MECH. G GONC VB-1 FF GWB P-2 AGB-I FF 8--0 1 N t a a 220 3-0 7-0 1 3/4 A 56 BIRCH HM HW-q 20 2 FLOOR 5TOP 241F ' " 2 SILENCERS 22 AN -I FF GWB P-2 AG -I FF 8-0 i r 1 r n DOOF? L R5 6O8 5 .J G GONG VB B P� H'� 221 3-0 7-0 1 3/4 A 5G BIRCH HM HW-q 20 MIN. HARDWARE RFU 5 226 ALCOVE B GP-1 VB-f FF GWB P-1 AGB-I FF q'-O" 1 HOUR RATED CEILING 222 3'-0' 7'-O' 13/411 A 5C BIRCH HM HW-q 20 MIN. n HARDWARE GROUP HW-11 227 STOR. G VCT-I VB-1 FF GWB P-2 AGB-I FF 5'-Oil 1 11 1 a « � E �� 223 b-0 7-0 1318 D MA50NITE WOOD BI-FOLD 228 LIBRARY G GP-I VB-1 FF GWB P-1 AGB-I FF 101-0" 224 3'-01 7'-0" 13/4" A 50 BIRCH HM HW-q 20 MIN. NOT USED INTERIOR PAIR DOOR 22q HALL B CP-I VB-1 FF GWB P-1 AGB-1 FF q'-0" I HOUR RATED CEILING 225 3'-0" 7'-0" 13/4" A 50 BIRCH HM HW-q 20 MIN. 6 HINGES 1313(279 4-1/2" x 4-112" 230 MEN G VGT-I VB-1 FF GWB P-2 A65-1 FF 8'-o" GWB-3 BEHIND PLUMBING f r 1 " I LOGKSET AU 5307LN 380AN 497 226 3-0 7-0 13/4 A 5G BIRCH HM HW-�I 20 MIN. I FL15H BOLT 34330 1 — 231 WOMEN G VGT-I VB-1 FF GWB P-2 AGB-I FF 8-O GWB 3 BEHIND PLUMBING 227 3'-04 1'-0` 13/4" A 5G BIRCH HM HW-q 20 MIN. 2 CL05ER 3501 BF TBCN 228 3'-0" 7'-0" 13/4" G 5G BIRCH HM WIRE HH-6 20 MIN. 2 WALL STOP 236W ' ' 2 DOOR SILENCERS 608 NOTE. FF DENOTES FACTORY FIND 22q (o-0" -0a 7 1 3/8" D MA50NITE I WOOD BI-FOLD I I I Ak L. 1< 50LID PANEL FL)5H 501.I1? PANEL FSOLIO PANEL FLU514 INTERIOR FAINTING FLOORING MATERIALS BIRCH DOORS 131-FOLD DOORS BIRCH DOORS IL INTENDED USE DESCRIPTION ITEM DESGRIPTICIN i P-i DZYWAL-TYPICAL RAM FiNI5H2 GOATS: LATEX"FLAT"WLL PAINT GP-1 CARPT 26 OZ NYLON WTH UNTARY BACKIG ECAMR6E EXPRE55 OR EQ SOLAR 0REY LITE {-- TEMPERED 5EE 5GHED. Y1�IALL-�..FIN( : LATEX PRiI�RfG`aEALER � P-2 DR 5H I GOAT (FOR HET AREAS 2 GOATS LATEX SEM-6L 1 055 ENAMEL CI CERAMIC H_00R TILE 16'1 THIN-5ET PORCELAIN TILE �-�L.A55 P-3 NOT U5ED F P-4 NOT U5E0 P-5 WOOI?-PAINTED I GOAT.- FOOD 006%OATER Z COAT5: HI-6!.055 LATEX ENAMEL O BASE MATERIALS w P-b HOOD DOORS-PAINTED I COAT; WOOD UNDER60ATER 2 60AT5: 15EMI-6LO%LATEX EI L. ITEM DESCRIPTION LL VB-I VINYL 5A5E VINYL COVE BA5E-5TANDARD COLOR 5EL.ECT10N5(IER.CER OR EA) WHITE ANODIZED ALUM.STOREFRONT EXTERIOR PAINTING A DOORS AND FRAME (; PTI CEILING MATERIALS INTENDED USE DESGR I 0�l P-q DOORS AND FRS 1 GOAT-. ALKYD PRIMER-62REY 5YH30L ITEM DE56MPTM 4"x x 'ARNISTPO 2 GOATS; URETHA1t�GLOSS ENAMEL AC-B-1 AGOI�55TIC GLC.TILE 2 48" 3/8 N0 MINABOARO OR EQUAL WALL MATERIALS A613-2 r°4OUSTI0 GL6.TILE 24"44'0/4'FINE FISSURES ANGLED TEIt CEILING TILE CD CD F1 "mF 1= ITEM DE56RIPT ON &6-1 GYP%H BOARD 1/216YPRH MALL BOARD V �- 6H3-2 GYP%I @QARD 5/8"TYPE'X'FIRE RATED GYPM BOARD <�IRI�-3 +GYP '(80ARD Ian MOISM;ZE REV5TANT 6YP%H 130MO NUT TO SALE tinninii 3t_/M 41-21 `7 x(1_2" L � 2t—VLN WINDOW UWIRE a_A55 „1 51ZE MA MATERIAL HIi D A 4'-0" 4'-0" FIXED GLA55 ALUMINUM 50LAR GREY B eqiewed Bill i �il 71 4 O11 FIXED GLA55 ALUMINUM1 1 11 f 1 - I FIXED GLA55 ALUMINUM 4 DA G 4-O �DIAa 0 � .1 /A—\ Q 11-0111 fl 11 M T M D 6O -25 ARCH FIXED G�.A55 ALUMINUM RAN50 ONE-HOUR RATED E 31-O" 51_/111 IX I HOLLOW METAL FRAME rye P �c F 214911 3- (FIXED6 WIRE GLA55 LL OW META ONE-HOUR � O� NOTE.. ALL WI NDOW5 ARE EET I AG GLAZING BRAWN @Y: MAD NUT TO 5GALE �� PATE: 4-15-046 win" wo i11 r 11111 " I It 4j" a 1/2"GYPSUM 1/2" GYPSUM I/2 GYPSlRWALL BOARD WALL BOARD WALL BOARD (TYPICAL) (TYPICAL) (TYPICAL) .� 6" METAL STUD 3 5/8-25-24 HEADER 5TUD5 3 5/8-25-24 { METAL 5TUD5 2X4 WOOD BLOCKING HOLLOW METAL FRAME HOLLOW METAL FRAME (FIRE RET ANT) 5141M LL PRE-HUNG WOOD csi DOOR AND FLAME as DOOR A5 DOOR A5 o SCHEDULED 56HEMLED N 1 b. t� Lo O 0f3 7 H SAD H I®I A— A4 5GALE: 3" = 1'-O" N 3 5 , w 1 r w + w d' A4 - A4 0 If21 GYPSUM WALL SCALE. 3 - I-0 SCALE: 3 = 1-0 � " ( 3/4 SYNTHETIC 511GGO BOARD(TYPICAL) ao cq co a J " WALL BOARD 1/2"GYPSUM w V- ! 2 GYPSUM 12 GYPSUM uw WALL BOARD WALL BOARD -� F(TYPICAL) 0J ( U TYPIC (TYPICAL) 0 0 ( AL) ( L) > " w Z 2-3 5/6"METAL - 2- METAL/ 3 5f8 E AL 2 METAL 5 b TUDS 0 0 U)� 5TU05 AT EACH .IAMB AT EACH.IAMB 5TUD5 AT EACH..IAMB � U bw 2X4 EL INC 51 HOLLOW METAL FRAME HOLLOW METAL FRAME (FIRE RETARDANT) 11 }-- $ AI WOOD G 5 NG 1 11 4 Mann PRE-HUNG WCaiOD � > DOOR AND FRAME IfL"458!.�/ARD DOOR A5 DOOR A5 SCHEDULED � S�GHEDULED 0 C)Y w' WITH 15 FELT I' ry o' 6-20-16 METAL 5TUD5 Q m METAL CORNER BEAD $ O tom,ILII S i ItI'I E9 0 M E3 O METAL C.ORNE (TYPICAL) 3 w _ r A4 � - $ SGAL.E: 3 - I-0 A4 SCALE: 3" = 1'-0" SCALE: 3" = 1'-01 0*)BEAD(TYPICAL} ALUMINUM �t 'M DOOR FRAME . z u- ALUMINUM DOOR A4 5GALE: 3" = 11-01 INSULATED HOLLOW METAL DOOR 3/4" 5YNTHET16 I/2w GYPSUM WALL _ STV"(TYPa BOARD(TYPICAL)) METAL THRE5H0l.D 0 � I/4" MAX HT ( ) 1/I60 05E3 BOARD INV OSB BOARD I/2" GYPSUM WALL WITH 15#FELT a I Lf_ BOARD(TYPICAL) 6-I8-Ib METAL 5TUD5 A4 SCALE: 3" = 11-01 6-20-16 METAL STUDS �I I/4"GREY GL.A55 � } (TYPICAL) him i�OD DOOR 4 METAL CORNER BEAD 3/4"5YNTHETIG 51V" (TYPIGAU ALA r-- L Q ALUMINUM FLOOR FINISit aC DOOR FRAME SEE SGHEDIA.E � 0 ALUMINUM DOOR FLUSH FLOOR A4ALE. 3 " - 1 SG -_---- NOTE: ALL HOOD BLOCKING TO B� FIRE RETARDANT � 0 J I� �- A4 SCALE: 3" = 1'-O" }' � 2 WHITE ALUMINUM FRAME A4 SCALE: 3" = I'-O" 1/2"GYPSUM WALL (TYPICAL) BOARD(TYPICAL) -r- SEALANT(TYPICAL) � WOOD DOOR 2X4 WOOD BLOCKING SIRE RETARDANT) 1/16" 058 BOARD b-1 - MET STvvz; CARPET VCT-I OR CONCRETE 3/4,SYNTHETIG 5TLaO OVER 15#WIRE FELT (TYPICAL) VINYL EDGE 5TRIP 0/4" MAX HT) I Ia I I.L. 13 I L.L A4 5GALE: 31 = I'-0" A4 5CALE: 31 = 11-01 Joe �e,41eWed 44( �NAT10 NWMWA Ft"SION DATL 1. PERMIT R VISIONS 1-24-06 PRE-FAB PRE FAB FIBERGLA55 FIBERGLASS STEEPLE BY STEEPLE BY SUPERIOR SUPERIOR F I BERG LA55 F I BERG LA55 I 5TANDIN6 SEAM METAL oQ METAL ROOFING ROOFING PANELS (TYPICAL) w TOP OF STEEL FRAMING TYPE 'G' MIN. � 5TUGGO OVER 5HEATHIN6 D 0 AND METAL STUDS ®"' � L' co r N 12 12 0 4D a4 N STUCCO OVER SHEATHING AND METAL STUDS EAVE HEIGHT 12 LLU — � EAVE H 6HT 4 N oc, 04m UJ � I'-6" O.H. O 1'-6" O.H. =� 41-011O LL Ll O op e- zW �? A STANDING SEAM METAL J 0 r1 J STUCCO ROOFING PANELS (TYPICAL) Q U j 2ND FLR LVL ,_ ,_ „ 12 OVER META 2ND FLR LVL m O — 2 4 0 41� S i� GANOPY EAVE51-6111�� U W � STUGGO OVER METAL METAL MALL STUD FRAMING - -- 510IN6 18"(P FIBER6LA55 PORTE COCHERE METAL WALL � COLUMN > A A E A A � SIDING p� OPEN A STUCCO OVER TOP OF SLAB iLli ILL111 11 Ll A L�J- GONG. PEDESTAL IL L i L TOP OF SLAB Q -4 EL.: O�_off UL L — — iiiiLl Ull < — EL.: p�_p�� Q STUGGO OVER Ips WHITE ALUMINUM m GONG. PEDESTAL STOREFRONT ENTRY .1• UJ o U LL 0) SCALE: 1 8"= 1'-O" SCALE:: 1/8"= l '-01' d' �- pw ::D U PRE-FAB PRE-FAB FIBERGLASS F I BERGLA55 STEEPLE BY STEEPLE BY SUPERIOR SUPERIOR FIBER6LA55 FIBER6LA55 I- � x 5TANDIN6 SEAM METAL ROOFIN6 PANELS (TYPICAL) Q TYPE 'G' MIN. 0 W 12 12 5TUGGO OVER 5HEATHING AND METAL STUDS EAVE HEIGHT }- 1._6.. -21 j �n 5TANDIN6 SEAM METAL ROOFING PANELS (TYPIGAL) A A 2ND FLR LVL METAL Q % — GORNER TRIM N METAL WALL METAL STUCCO OVER METAL WALL � S STUD FRAMING 18 N FIBERGLA55 IDING SIDING (TYP.) A PORTS COCHERE COLUMN C .1 B . B1 © O ® OPEN STUCCO OVER ej Dewe 0 Qy G ONG. PEDESTAL TOP OF SLAB TOP OF SLAB — — — — — EL.: 0'-0" EL'' 0'_p�: FIXED WHITE ALUMINUM WINDOW5 SHEET NUMBER: WITH SOLAR GREY 6LA55 21_4 NAT SCALE: 1/8 - l '-011 SCALE. 1/8 - l '-011 DRAWN BY: DATE: 4—I�S—OCA WIN lo 0 G ® A 24 GAUGE STANDING 5EAM PANED PURLINS BY METAL BLDG. HITH HIGH CLIP SYSTEM (TYP) MFGR.(TYPICAL) 13A i I I 12 STEEL FRAME(TYPICAL) 4 1_2„ 6n 6" 1:_2n 24 GA. STAN NG SEAM ME METAL FA 12 12 METAL F ROOFING(TYP CAL) ASClA SCIA 44 ATTIC I VINYL-P 6 AGED R-{�fi ATTIC SPACE �' INSULATION L FRAME - SEE B METALBLDG. MPGR. TO Pl1RLIN5 �. DRAW NGS EAVE HEIGHT — — — — — — — -�— — — — — I I FOAM CORNICE I I FOAM CORNICE 1 METAL FASG[A(TYP) LMETAL5OFFIT PANELS UNE OF FASCIA — — — — — — -- — -._ I # T. CLO.(AGB-I) I " i-6 d I-�I-[C�R GEIL[�UL 465 [_ 6 RIZ N TAAPPLICATION HO 1 O L - I1 11 1 1 I I I II I II 3 518-20-16 METAL STUDS I ( II ATTACHED TO STEEL 11 = II LII IIILL 18 SYNTHET{C STUCCO �n 1 IIED EAC HAL E [i2n GYPSUM z 8YOUT® YOUTH YOUTH 3 58-25-I6 METAL STUDS NTH— �-EATHNG(TYPICAL) 00 s GYP. T s O _ �(�� 518 G BD UP a GLC. N II II II 4 4 I � I 21 � 215 �'( Q i # I 1-HOUR CON5T,UL 465,TYP. � ci II II II II I cei 8 METAL GIRTS � CONCRETE ORETE AND METAL II II 0 II II ( STEEL BAR JOISTS(TYP) ( a) II II II II I Lo II II �-----THESE COLUMNS, II 11 0 2ND FLR LVL II II SHELL ONLY - II II co Q STEEL BEAM FOR FLOORII I II FASTEN GOLUMN5 II I II N STEEL BLINCD FRAMING FRAMING " [$ � SPLIT FIBERGLASS BEAM FOR FLOOR I — = TO STRUCTURE NI I =� II II II II �r Q COLUMN OVER STEEL !I II -r- II II 0 COLUMN, TYPICAL afl II OUTER COLUMNS ONLY II II � II II II n I I I II I II PORTE COCHERE II II Q - METAL WALL SIDING II fl II II _ I LINE OF J015T C-7IRDER AGOU5T.GLC.(AGB- GW13-1 (TYP) II II II II 0 I I REGE55 COL. BASE PLATE b" II II II II u LL I = = WORSHIP I BELOW TOP OF CONC. PIER - II II II II u.; I - _ OFFICE�� POUR GANG.GAP AFTER _ I ey I _ 1®1 I 3 5/8-25-Ib METAL � �J I cr ar I ERECTION STUDS WITH 518 GYP. r II II II II > 130 z D T I II II I( II B . UPTO CLO.. I I 0 I I � FIN. FLOOR c� Q NOTE: AL y •� � V/ SEE METAL BUILDING MANUFAGTURER`5 ENG[NEEREO SHOP 4N CONCRETE a SLAB(TYP) ° DRAWINGS TO VERIFY STEEL LAYOUT TURN DOHN EDGE - SEE © p TOP OF FIN. FLR � 01-04 A.F.F. I I. cr_ �! %/icei✓/\\�\%�\\%�\\ > -F1 CD I\J NIX, A E3U11L_[D1INI (:D E3 E_ a A5 _G: , m ✓\i\i\i\/•,i\r o / ./ ✓ ✓ / / ✓ \ �ii\ii\ /i\ri\✓i\✓�\/i\✓i\✓i\% �i\\i\,r\i\i\r\i\\i\i\/ c� \\i \\✓ ,\\i�\i�,\\i\\i ` \ �, \i\�,\✓� jai/\i/\//\i/\ , �//\/r/,r\i/ PRE-FAB FIBERGLASS ,\r \�/\�✓\/✓\�✓\�i\�✓\/i\ \//\ \/\//\�i\�/\�i\�i\�i\�i\��\�i\�i\✓\�i• �. \r"i\i\r�i\i /\i\\i STEEPLE BY SUPERIOR ,////✓i\i/'/✓✓✓\f/\i/\i //\i o/\i/\i/\//\s/\//\✓/\i/\//y\i\/` / \ \`�•\\�\\�.\�\\�\\ \\\\\\ ' \/�/� ra/�/�/�/N/ /�//�//\//� ,\\j�\i\\r�re r\r, r, r, r, r, r /\/\/\j FIBERGLASS(SEE SHOP CONCRETE FOOTING AND v- ' aNGRETE FOOTING ANDs- - PEDESTAL SEE STRUCTURAL /a/�/. ��, \/\ \ \ \r\/`..PEDESTAL SEE STRUCTURAL DRAW[NGS FOR /.//i//�/�%l/ /i/t�/_\ i ii � .ATTACHMENT DETAILS) \\'`\�\��\%i\\%`�\/. 141_4n '�//.�/�'/:�/��//A CENTERLINE OF COLUMN, CENTERLINE OF COLUMN, ill SOFFIT, t PEDESTAL ill SOFFIT, 4 PEDESTAL I C C3AIt.lN C P` "" E Imo"T I O" SGALE. I/2 - 1'-011 6 $ 4 2STEEL SUPPT SYSTEM 1 � ► I FOR 5TUI ASND STEEPLE I :D MF R. Y METAL B +S. G B D L. STANDING SEAM METAL ROOFING PANELS I i 12 I I STANDING SEAM METAL ROOFING PANEL5(TYPICAL) BASE FLA5HI% 150 STEEL PURL[N5(TYP) _ T D 6 20-16 METAL, 5TU 5 9m My I I HITH 5TUGCO FINISH I 1 METAL FASCIA (TYP) 6" V[NYL-FAGE[7 R-[q INSULATION -.- STEEL FRAME -SEE METAL I I R-la BATT INSULATION T R STEEPLE STEEL SUPPORTS Ff� BLDG. MFGR15 DRAHINC-6(TYP) I I BY METAL I I BLDG. MGM � CABLE O.H.(BEYOND) I 1 0 ATTIC SPACE I I CL II I I ----5TUCCO OVER SHEATHING Q I II I I I I I I AND METAL 5TUD5 # II # `C I METAL I-HOUR CEILING UL 465 = 1 HOUR CE L NG UL 465 3 518-2 -6 5 5=5 UP TO CEILING —I-HOUR CEILING UL#465 AGOUST. CLO.(AGB-[) HORIZONTAL APPLICATION HORIZONTAL APPLICAf1ON I I I I-HOUR CONST. UL# 465 HORIZONTAL APPLICATION I TYP) I I � I I I a .,� I LIBRARY = R FLASHING - SEE METAL _ 3 518-25-16'IMETAL "c3 BUILDING I 21 221 MFGR. DRAWNGS STUDS MAL ® 2i-4 n ASULT HALL YOUTH MECH. TRAINING HALLYOUT- STANDING SEAM METAL ROOFING PAELS(TYP) F2_2_51216 � GONG. DECK 2ND FLR LVL i n METAL 50FF[T CS'` 8 STEEL R [ S PANELS 000, w STEEL JOIST GIRDER - SEE METAL BLDG. MF6R. DWGS. STEEL BAR JOISTS - SEE FLUSH METAL I MFOR. DWGS. METAL BLDG. CR. SOFFIT PANEL II I 18N(P FIBERGLASS ( wamm I I I BOTTOM OF STUCCO 1 I DECOR. COLUMN OVER ,— AGOUST. GLC. (ACB-2) 3-518-25-I6 DROP ACOUST.GLC.(AGB-2) 5TRt1GTURAL GaLUMfrt METAL WALL SIDING--�°~ SOFFIT(BEYOND) ( I FRM'G WITH GWB-1 = LL: II I 1 II II ;` WORSHIP VESTIBULE 3 518-25I METAL STDSW a PORTE CO - RE ev�ewea�> 51$a EYP. BD UPTo GLC. (I [�rt HOUR CON5T) . 1 GONG. GURBIhIC - SEE W . 8" METAL GIRT5 CIVIL DRAHINGS .a• (TYP) FINISHED FLOOR S LE Mr t�r�sESML �: n c < . PEDESTAL E L TI AND PE 5 $• . FOOTING T GONG 00 4 4 CONCRETE ,�L.AB(TYP) F � THICKENED SLAB AT PIPE TURN DOWN EDGE - SEE _ _ ASPHALT PAY{NG - SEE SEE STRUCTURAL DRAWENGS RNA1�o 0 STRUCTURAL COLUMNS SEE STRUCTURAL TURN EDGE A SLAB CIVIL DRAHINGS SEE STRUCTURAL OWG`S PSN SY: MA15 rB*i L1 I Lr_ I IN1 E C;T 1 CD rs%J DATE 5GALE. 3116 - 1'-0 24 GUAGE 5TANOIN6 SEAM { METAL ROOFING PANEL5 R-Iq VINYL FACED ROOF INSULATION METAL FA50IA f 24 GU GE AND A T � NG SEAM METAL — - 22 ROOFING PANE WITH H LS IGH CLIPS R-Ia VINYL FADED INSULATION METAL SOFFIT PANELS I 12 (TYPICAL) 'l STEEL PURLINS 4 Lam' 2X4 BLOCKING � a I g 2 O.G. i-6 T STRUT ACOUSTICAL CEILING { I METAL FA561A------�- 1/2" GYP5UM E BOARD 1 3' VINYL-FACED ) I STEEL BUILDING FRAME METAL SOFFIT PANELS i'-6" { { 3-5t8-25-I6 F(BERGLA55 INSULATION BY METAL BLDG. DROP FRM G TYPIC I ( AL) MFGR. (TYPICAL..) } a i 12 Y } / G PSUM I I {I BOARD I I {! STEEL WIND BEAM BY METAL BUILDING MFGR. - 8" METAL GIRT5(TYPICAL) I ( II ATTACH METAL STUD TRACK WITH .I61" I II >, 1 PNEUMATIC ANCHORS AT 6 O.C.(TYPICAL) ROOF SAVE BEYOND { I {! 4 TI I T' (BEYOND) I I II A6 5/4�� = I 1.0 11 0 I I) I � i I II um- ATTIC SPACE w � { 3" VINYL-FACED II N FIBERGLA55 ( II o INSULATION(TYPICAL) I II 8' STEEL PURLINS -SEE METAL CENTERLINE OF COLUMN, BEAM, 0 0' { 1 II BUILDING MFGR'S DRAWINGa FOOTING 4 PEDESTAL i a � II Z-4 C4 I 00 I IMin111= jIumliflif "--- METAL FASCIA I Il ITE.) cD = I f I! � I II SUSPENDED ACOUSTIC { N } I {I CEILING BOARD (AGB-I) M I I II - _ FLUSH PANEL METAL { I II STEEL FRAME SEE METAL SOFFIT(WHITE) } B�JILD(NG MFGR`5 DRAWINGS O II >' METAL WALL 51DING BY -j METAL BUILDING LL I I { FOAM PROFILE WITH MANUFACTURER I {Iui 5YNTHETIC 517" J I I II J z II BOX 5TRXTURAL WITH METAL 6-20-i6 METAL 5TUD5 t3� i I I I II STUDS AND GYP. BD. (GWB-I) METAL SOFFIT l I 8" METAL G1RTS ( I! w I1 I of > { a I METAL TRIM ® fl I-6 oC {I I I " 0 I I II to fll Va STUCCO W/SYNTHETIC FINISH yy " LL I Y H R 2 M EATH WITH I II OVER / G PSU 5 NG I19J5PENDEO ACOUSTIC I # `L 15 LATH 4 FELT(TYPICAL) {! I ( L) CL as I {) I I u 10 D 77 J u I �t VINYL-FACED- O 3 YL FACED I II FIBERGLA55 INSULATION ' I6!O:�WITH GWB TAL �j Ar EXT. rAT te,,, (TYPICAL.) 1 i WALL I I) 4" LIGHTWEIGHT CONC. FLOOR a 1 I II SLAB OVER METAL DECK BY - 8 METAL GIRTS I 1/2 GYPSUM WALL BOARD 2ND FLR LVL I METAL BUILDING MFGR(TYPICAL) - - — II BOT. OF 5TUr" I d v . SOFFIT BEYOND 4 v n I 4 LIGHTIEIGHT GONG. FLOOR 4 I SLAB OVER METAL DECK BY I I METAL BUILDING MFGR(TYPICAL) Q { I iy STEEL BEAM BY METAL I I 2ND FLR LVL BUILDING MFGR - SEE I I ENGINEERED SHOP I I r DRAWINGS(TYPICAL) I { I I STEEL BEAM BY METAL } I I ! BUILDING MFGR - ATTACH f I { I METAL 5TU05 TO BOTTOM I I FLANGE I I 5 EL JOISTS BY METAL E3JI I (LDING MFGR,(TYPICAL) I I I I I I } f I ) I I STEEL JOISTS BY METAL I I Q 1 } BUILDING MFGR.(TYPICAL) IF ) I I r E — _ METAL WALL 5101% BY METAL BUILDING MFGR, ( I { I (TYPICAL) 1 { a I '� 18'O SPLIT DECORATIVE S METAL GIRTS { } FIBERGLA55 COLUMN 1 I k FOAM DECORATIVE E3A+NDiNG I I I � i I 1 I } 04 STRUCTURAL COLUMN - SEE I { METAL BUILDING MFGR'5 I I I SU'�PENDED ACOUSTIC " { II ORAMNG5 I } I c� I k LL CEILING BOARD(AGB-2) 3 ViNY -F O = LACE I FI BERGLA55 1111111111111111111111111111111111111114 1111111111111111111111 millI INSULATION(TYPICAL) I I II SUSPENDED ACOUSTIC ( I I II CEILING BOARD AGB- i I ( 2l 11/2" FURRING AT 16" O.G. I I I a rt!8 5T1JCC0 f I I WITH GNB-1 AT EXT. WALL 1 " 1 a i i { CONCRETE PEDESTAL 3" VINYL-FACED I II I I Q FIBERGLA55 IN5ULATION ) { >' ! II . {I STUCCO OVER GONG. (TYPICAL) I i ,� f �- I /Z METAL FURRING AT PEDESTAL NTH „ I II ES L WI FOAM ! uj 16 O.G. WITH GWB-I AT EXT. DECORATIVE BANDING } WALL I {I 14 o METAL WALL SIDING BY ) Q METAL BUI LD1 NG MFGR. ' { v (TYPICAL) 1 d ..4 ° {d 44 a -� CONC. PEDESTAL - SEE ( I/2"GYPSUM WALL BOARD • ... • . I <1 STRUCTURAL DRAWINGS CONC. CURBING - 5EE ° X . v BO 5 TUBAL WITH TRUG ) METAL WALL SIDING BY ( II , CIVIL DRAWINGS ° METAL BUILDING f } II METAL STUDS AND — — FINISH FLOOR LEVEL 4 - _ GYP. W.(GWB-i) - . MANUFACTURER TYPIC +�- ( AL1 I II ° • ' 8" METAL GIRTS ) { ASPHALT PAVING v d d XIN 'd I II �//`�///�� 44. ��/% \\/\\/\\ { } DONT. TURN DOWN EDGE CONCRETE FLOOR SLAB II - SEE 5TRUGTURAL - SEE STRUCTURAL COMPACTED t TREATED \ d 4 ° ° I FILL (TYPICAL) \\ v:' 4Q 4 ° a d \\\ I CONT. TURN DOWN EDGE p p /// p D \ v V ILL bUf SEE STRUCTURAL •� A . .• A• . . a C/ FINISHED GRADE . . .. ° . . . °• �1 4• FIN15H FLOOR LEVEL a *: . \ \ �� raj y sqq • D � w p. / / / / / / / / d v►e £ A I. \ � \ \ \ �\/\/ © .. A /\/\/\/\� 4 CONCRETE \/\/\ ,r'\/\ GONG. FC)OTING - } \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / SEE 5 p \ \ TRt1G1URAL �i��T t�!►1t�B�Fi: \ \ \ / // // FLOOR SLAB \ \ \ \ \ \�` \\ \\ \\ \\ \\ \\� \j/\\//\ //\\j�\\//\\j/\\j/ /��/�//�//�//�/ \\/\\/\\/\\/\\/\\ \\,� /,\/,.,\/\\/\\/\\ .\,'\,,,\\/\./\\�,\y/\\/\\/\\�.\\/\\/\\/\\, i r �r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ F / / / \ \ \ \ \ \ \ \ \ \ \ \ \ / NAT1 2 TYPICAL A6 � u i n _ 1 I I A6/411 Il.cill 5/4 — I O u I- ii (J`�' PATE: .4-I3-cam�� I O toGk 1 U t r mum prip" P" !. IT REVISIONS 1-24-" TO I L_ T' F=3 O tD M L. i\J 42 IQ8 3b" GB HANDICAPPED GRAB BAR - I I/2"� x 3'-0", MODEL #8120-05Q-36 1 5-lar 42" GB HANDICAPPED GRAB BAR - 1 12"10 x 4' " - ' _ / -a MODEL 8120-059 48 # t Ill # t51 WOOD SHELVES # REFR.IG. (N.I.0 J I# FREE (N.I.Gj► _ TPH TOILET T155UE 015PEN5ER - MODEL #5402 PANTRY + ►I I -- 5INK SND SANITARY NAPKIN DISPOSAL - MODEL I II I #47S-1 1 5 5P HGM TILT MIRROR, 18" x 30" - MODEL #740-1830 1 120 - AN. �- 5D VA R "'� LA TO Y MOUNTED SOAP DISPENSER - MODEL 32 Kv � o #b b SP VERTICAL AP DI - 1 22 MEN 50 DISPENSER, SURFACE MOUNTED MODEL #q14 i o I 2 X FULL LENGTH w SEE 5HOV ER NG PT/W TOWEL 0I5PEN5ERMA5TE RECEPTACLE - MODEL #22611-11 TD �r ti MIRROR �- E�� DETAIL THIS TO PT TOWEL DI5PEN5ER/WASTE RECEPTACLE - MODEL #234-II T /W 5 �T TD TOLL DISPENSER - MODEL #250-15 FLOOR DRAIN PLASTIC LAMINATE _ :�1 HR WASTE RECEPTACLE - MODEL #3561 tv PARTITIONS(TYPO � MR WALL MIRROR, IS" x 30" - MODEL #I81-1830 # I 2t�r 3t_I U 31-0U 1-0r I ALL MODEL NUMBERS ARE { I OVENS(N.I.G.� 'n 1 �,�x f3E BRADLEY TOILET ACCESSORY NUMBERS + i 70 � b H.G. . TALL \AIO/ I { I If 30"x48" I { 42r� I = 1 i � I I { I TPFI PTiW >n I = ' ( 0W I o KITCHEN --- ------ ----- 4.2 . c� 1 r I t r a I SINK # I r- h O" D , MIN °'�''� '" 0�0 4 I 1 # I I II t,Q a I 1 ll 1 _ 369 co 1 II ## i 5P , mom -- III I i I ® W `� � _ I I fill i t s ALCOVE a .. I 1 I III I i t 1 t U 1 r , „ 0 i MEN If 3 I I 'S 34 I 1 1 A _ 3 I 2 I cn G 5 E FI -a 3 PANG W! 1�.�'f---�-" `n I I ! i -'C) 3 '� 7"p -� 00 M E C H. D.W. (N.I.G 5UPI E5510N HocD i i ii i i i i 36r HOMEN`5 135 I 1 4 4 1 2 1 1 I o (o HI-LO DRINK. _ MEN`S 230 1 1 3 N I 2 I I I # I ►I I I II 1 � � 1 1 \ - -- - I I I FOUNTAIN \ I I pj_a----- -- �, WOMEN`S 231 1 1 4 4 1 2 1 1 1 -�- _ # I I �,# I O TFH c.�ND TPH PT TOILET 20'1 _ \ I I # , SND 1 1 I ap TM � m \ i F--7---r , -Tt�r , lar i- 42r N \ IID # 1 i -�- - -� i " (N \ i I I -- --- , 30 x48 TOTAL 4 4 28 10 4 10 11 '4 4 2 2 1 FLOOR DRAIN _r- '�_ _�� b .� L \ I I , ,,� �,I I = ALL MODEL NUMBERS ARE BRA LEY T ILET A 55ORY NUMBERS I # I ;t '•� I 48"XFJ�J" tY_ 0 - I I r = O # 1 PLASTIC LAMINATE `_ TES: CUIRED 51CNAGE FOR TOILET ROOMS I u i LL # I I 60 DIAD. MIN. I 1 U V___ -___—_—__ ____ 1 D PARTITIONS(TYPO AND ELEVATORS TO COMPLY HITH FBG I1-4.30Z' { W I I 1 WO I\/{ �� Ir BOX CORNER FOR a a 0 IOq 5T. � { -� TR�1G COLUMN � �% �� -� o S.S, 3-GOMPART, U I SINK (BY OWNER) I S�l"(�I� PT/W I O m 41'2r �('-2r 21-011 U) 0 0 0 — - o o _ 4"HIGH BAGK5PLA5H INTEGRAL P.G, TOP SKIRT -- -- w / - BO'( . LAV. / s — N �y MR e.1_ i ✓I� Q 0 o FULL LENGTH ` J _ � 0 MIRROR TO ry Q T-7 / 1 M i 11 = t r a - w® Q 6-O b-0 (2 b _ SEE i = 4-� Q -� \J 1 41 5TO �, 5HDPIER ;� TPH 2 N PT/W ti I TOILE=T P.T. 4 H.G. lel ,2 � ER. / MEN DETAIL 23'_8r 21� LEDGING(TYPlGAI� r- 0 O / PLASTIC LAMINATE 221 124 z ( PARTITIONS(TYPE _ r. ADA ADAPTABLE c) 1 5'8r 3'-a" 3'-ar /r '' � --n -- - , NOTE. - I � .I � - BASE-SEE FIN. I I I 51,,,Or 21,�U 31_�It p � , 30 x48 � PROVIDE SOUND BATT INSULATION BETWEEN r____----_� 50F1ED.(TYPIC o AL) H.G T I , # I , � ALL RESTRoaM�„�' AND AT IOERIMETER WALLS tTYPIGAL,� 1 r 8-2 I # I I 42"GB PT IE= �- , 4 C❑UNTEI� � I �� I / A7 r 1 r i x E N LA E�} i"\I ❑ TO{L_ET `�� 1 SCALE: 3/4 I--0 I � TOILET AREA I � .I -6112 3 m 60 I IIS: .. 11 1 II I # "'►. +--• A? II 1 it SCALE: 516 ''I ""0 r a .� WALL-i�UNG I I i 3br I l � URINAL _ IDS � I I HGM I 5P I II u L_j L"i1 I 3b GB l I 30 x4 r 11 r"V Q. -I� # -1 1 it V � II a N I ALC OV r a { I 60 IN = I L>j f a 1' ' HI-LO DRINK. �' I r OVE41EAO +FOUNTAIN � I TPH PT/W ��XLX XLL X 77�7 T TPH I x I ! I � SND SND SND # .#� I _ .._.. _ _ _..._ _ .._,_ _ _ — _� 4� U 4?1 613 s - I I II I Q *, - TOWEL I PILASTER/BEYOND fi I t t p ' ,�_-___---- H.G�5TAt�L TOWEL OR 015PEWkR I ' `, 30"x48" + ,� � 4�' ROBE — — — — _ — -- — — — TILT MIRROR H.G. SEAT I I 31_I r �' 31�U 31�r 31�r `� �� ,_ �'4 "xb �_ ROBE TOWEL PRE-FAB - I `. .�------- MIRROR-N. ❑ = DIVIDER �- HOOK PARTITION 015PEN5ER { I Dt PLASTIC LAMINATE--j RI BEROLA55 H.G. {- I PARTITIONS(TYPO 4 5H WER �. o UNIT I D(5PENSER s )VAP _ TOILET NAPKIN D1SPO5AL DISPENSER .. WOMEN j �' �� WHERE SWNN GRAB BAR GRAB BAR - I t� 106 WXOER �- 1 , 14.6. lPlC7Y�l = T159UE D15PEN5ER C4 1LAVATORY o m 4 WASTE STD i a Q RECEPTACLE WATER BAR - — — --� PT/W ``o - 4'-lar 15'-5r 4'-2r + + m �`'- 'i a CLOSET = _ " le ? r- - z r m �{ — — _ C(� MOP a 0 _ s a LAVATORY _ _I — _ — _ _ cy Zr �- z t'n i ry 4 II = - tT' 77 Ism FULL LENGTH \_HATER"6LO5ET MIRROR I -FC31 t-.�T- ,o,C C� c)I4I� SHOWERIL 0 s I AN C)I CAIS �.�7►,A T'O I E-T' Q Q L A��E5�01�IE5 t It 1 r STAN LIAR M O U NTI N I--i I I---ITS T**YFn 1 CAL_ M+D U NTI N+3 "a 1[D HTE3 SCALE: 3/4"_ 1 '-0" `0- 61-21 10-O �-h SCALE: I r = (' r r 1 r uJ T /2 -o . SCALE. 1/2 - 1-0 — — I * *PROVI SOLID D KI IND L TOILET AGGE55ORIE5* PROVIDE SOLID WOOD BLOCKING BEHIND ALL TOILET ACGE550RIE5 I TEP A I S Y HG E I GIU R B GOD 1 11 I I 23-8 I I il- II < v I It I� I I I I I NOTE: XXL I `_ I I I PROVIDE 5OUND BATT 11451JLATION BETWEEN RE5TROOM5 AND AT I I I PERIMETER HALLS(TYPICAL) In I I • x . x { I I i ENLARGED '1 ST FLOOR TOILET/KITCHEN AREA I I x - I It®„ 1 II it � I - �/ h I _ V EAR I I B I G3 E N E I AL_ M C]TE - �~-�- Joe N= i v. tr t1I v d I e \/l�AL1 LL TYF� L. L� 1`�J[� FACE MET M IRT R I. EXTERIOR DIMENSIONS AIS TO AG OF AL STUDS OR METAL G 5 O I 2 max. a GENTERLINE OF STEEL INTERIOR DIMENSIONS ARE TO FACE OF METAL STUD5 T I IN I 1 r: 8 GI R KETAL F.�1 LD G SYSTEM WALLS(�q TH EXTERIOR METAL 5 D NG MASONRY,OR CENTERLINE OF STEEL,TYPICALLY, . .. 15 max. S�ET M��_ r r r I\/1 ETAL_ EB ® L_E E"a �; �- T WITH 1 2 Y M ARD I I 2 INTERIOR ARE -2 -24 ME G P5U RT META DI SYSTEM W TH 12 L N OR HALLS 3 5 8 AL STUDS E30 ARD G L BU NG S S HALLS ( I AL � 5 / L i E H IDE OTHERWISE NOTED. ALL A ED WALLS ARE 45 . . m METAL FURRING CHANNEL AND GYM I (INTERIOR FAG AG 5 UN-ESS NGL TE DEPTH LL OF TA .. 5 LL _ .. .... � min. 6 max. � MET � 0 I T AL STt�GUAGE i INTERIOR OR EXTERIOR KETAL 5 FRAMING 3, ALL EXTERIOR METAL STUD WALLS ARE b 18 {b METAL STUDS W TH 3/4 SYNTHETIC STUD v. 5TUGGa ON 1/2"a5B BOARD.WITH 15#FELT UPTO SAVE UNLE55 OTHERWI5E NOTED. I HOUR RATED METAL STUD FIRE RATED WALL A55EMBLY,UL #4b5 UPTO TO FLOOR.DECK(15T FLOOR) 4. ALL EXTERIOR HINDOWS ARE FIXED GLA55 ALUMINUM HINDOW5;WHITE FINISH. ; NOTE: Equipment permitted in Shaded area. R T META 1 DRAWi DETAILS F IZE AND SIZE OF METALS STUD , q, I�REFS L DI AG `5 FOR L5 5TTf5. a Bu L NG MANUF TUEZER NG5 0W( Y ARD EA ID � FI I TI NS G PSUM BO GHS E LA Sf�ND NSULA OTUD�r BERG 55 LOCATIONS OF STEEL COLUMNS,BEAMS,GIRT5,AND PURLINS(TYPICAL). SHOWER SEA-F TAI I� I3�= �� SCALE: 3 4"^ /I I 11 r i '{� CONCRETE MASONRY UNITS WITH I-#5 VERT. FILLED CELLS ® 48 O.G. b. INTERIOR CORRIDOR HINDOWS ARE WIDE GLASS IN HOLLOH METAL FRAMES. F®I �v TA1 � FOUN711 I I\1ETAIL. � ®A�E. � ��u0� gIkotko SCALE: 3/4"= 1'-O" SCALE: 3/4"_ 1 '-011 Ah A I HOUR RATEIP CEILING BEL W I I i I 5TAIR5(GWBI-2) I ( I 00 — b I i o 1 AGB-1 0 '-O` A. 1 r o . AG -I 8A.F.F. c� N I 1 WB-2 1-HOUR CEILING PENT 2ND G ) � a O 0 FLOOR ABOVE 0 7 0 I 0 cs7 ao - 1 t AGB 0 8-0 A.F.F. (1 c9 N ` 0 { a� -I A, F A B � -0 1 I opo I � N N V� 0 LY_ . . . 0 I U- W 1 : AG -2 I -0 A. F. — t�J z CJ I — I I U Lu Q AGB 10 8' " A.F.F. L!. I WB-I w G > �J mom - aC I Q AGB 1 a q' " A.F.F. B-1 @ 8-0" A.F. n ACB-I 0 &-0" A.F.F. 0 -� I 4 U AGB-f q'-0" A.F.F. r� I I I i � r 1 N 1 r iA.F.F. A FB- -0 A 43-10 q'-O' 8i I A I 8 A.F.F.AFF GB � 3 3 3 1 r GB 10 6'- " AF.F. 61B-a 8-{3 A.F.F. GB -O A. .F. I HOUR RATED 613-2 @ 10' " ,F. CEILING BELOW 5TAIR5(&B-2) I OF N TO Pmmmm ML A I q` ,F, . OPEN TO 2ND \ n 1 r " 1 11 _ -I FLOOR ABOVE A t WB l-0 L 8 F. . ETWB1 � 7-0 AGB-I � q-0 A.F,F. 1 II- G� E-- GWB-2 (1-HOUR GEILING) I I I I I I I I o I I i I � I I (T N I METAL 50FF PLAN5 U Y METAL BLDG. B ROOF I I ao (BELOW I MANUFACTURER i I II I { p METAL STUD BOX 5GFF1T WI STtk,Ga I I W F1N15H I I I � 1 — — I i i I I �` Fl ST FLOO EFLECTED L" ; EILING R SECOND FLOOR REFLEU ED CEILING SCALE: 1/8" 11 r 11 SCALE: 1/S"= 1 '-0" 71 Ur I 1✓VAL-L_ ��E Lo E E W GIRT METAL BUILDING 5Y5TEM HALL5 WITH EXTERIOR METAL 51DiWv �eviewe 8GM r IRT METAL BUILDING 5Y5TEM WALL5 WITH 11/2 METAL FURRING GHANNEL AND GWB-I (INTERIOR FACE) � �� : monummowo INTERIOR OR EXTERIOR METAL 5TUD FRAMING I HOUR RATED METAL 5TUD FIRE RATED WALL A55EMBLY,UL #465 �RNATt9 UPTO TO FLOOR DECK 65T FLOOD 5TUD5 WITH 6YP5UM BOARD EACH 51DE t FIBERC-A-A%50M IWAILATION WXRETE MA50NRY UNIT5 WITH 145 VERT. 4 FILLED GELL5 a 48"0L. tot �B�' '�� n� CATE: 4-15-06 ravum o" '• FEWIT 1940 1-24 A 11/40 - 11/2m i II2" B 131-10LL A9 s � O m 6 01 - LAND(NG (EL.: V-2" AF FJ Q ,' EL OR I'-6" 711 IBJ �t w N11-1 u RAIL FAIL I 0 01 1 1--- v N NOT TO SCALE opo w 1 1 N u 1 d 1 r Lu _ 1 1 5-oa l _ Q CD Q a? 4 R N �9 � m � GIS-I5ILL 0 N CION A C NG 0 NDI 0 Lj 6-20-I6 METAL 5TUD5 228 - GWB-2 EA. SIDE o # L.J mlummwk� SCALE : 114" = I '-Oil I HOUR RATED EI- GEILING AL. #q(o5) w w } Adr ML 6-20-I6 METAL 5TUD5 0 /--\I F-mi WITH 07113-2 EA. 51DE (I �e w HOUR CONSTRUCTION ULA " = 1 —0'r 465) SCALE : 1 /� Pool n Q �l < m 4 0 0 0 11 II II II ELEVATOR C II I I GONG. OVER I METAL DECK I I I 2ND FLOOR (TYPICAL) I I I A 14 TREA05 ® II" = 121-1011 � sagamsi IZD I STEEL JOISTS - SEE METAL BUILDING PLANSFw-4 Q I I TOP OF LANDINTOP OF LANDING G r e r � ' '4.�.°°' .. ..� .. •• • � e .•' .■ EL.: Ib'-II" A.F.F. � a : . .. EL.: 16-1i A.F.F. b-20-I6 METAL WITH -2 5 GLIB TUDS I I- •. . EA. SIDE I HOUR _ I o - ` CONSTRUCTION ULA Q :n 465) _ }' = b-iB-Ib METAL •., •. � I b-IS-Ib METAL 5TUD5 AT 5TUDAT I I TREADS® I1 I0 1-I a EXTERIOR ,1 EXTERIOR WALL 1110 0 0- (TYPICAL) = o OL(TYPICAL) r -'-- EXTERIOR WALL EXTERIOR WALL ® TI a Wf TH SYNTHE G WITH 5YNT14ETIC S TUGGO FINISH WELD STRINGER STIk,.GO FINISH 1 ■ /-TO 5TL. BEAM :n TOP OF LANDING — 0 WINO BEAM BY x ■ r :° ..• a e'.. 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I i I I I I I I I I STEELFRAME (BEYOND) STEEL FRAE(BEYOND) D .�. iI II } l I i I I I I I I I I I I I I I I i I i I p;3 } I I I } 1 I 1 i i I I i I I ev1eweo(c� .Y 5HIET NUMBF-R: q —ILLVATION 0 REAR KALL I ) A10 1/2 go - I 0 ifFRo NAT� VRAMtN 5Y: 1' AES U` CAM 4-15-06 TOYEL TOWEL TILT MIRROR TILT MIRROR 015PEr:F-R 015PEN5ER �J T OWEL u- 015PEN5ER z 0 50AP c0 00 50AP 015PEN5ER 6 DISPENSER SANE TARY D15P05AL SANITARY 015POSA SANITARY 015P05A N GRAB BAR TOWEL CRAB BAR b' 015PEN5ERAlk Alk TI 0101) T155UE 015 R Ti55UE D15 Ti55UE 0f5PEN5 T155UE 0f5PE 55UE 5PE LO00 p lit = 4 _ U _ _ LAVATORY URINAL �, �„ LAVATORY �, �- 00 N M WATER GL05ET WATER OL05ET (n �J 0 1 � (155) TOILET(134) Ii (154) IL ( ) � 4 II It_Ott it l_ tt It t �ti to I-oil o WI/2 1/2 I/� i I/2 .j LL J U 0 5;Q v� Q a' ® 4C m D a TILT MIRROR TOWEL TILT MIRROR TOWEL 015PEN5ER 015PEN5ER TOWEL 015PEN5ER 50AP wow 50AP 015PEN5ER 015PENSER SANITARY DISPOSAL SANITARY 015P05A SANITARY 015P05A CRAB BAR TOWEL CRAB BAR T15WE DISP R — 015PEN5ER T155UE 015P TI55UE 015 T155UE 015 — T155UE 015PE da s 0 LAVATORY LAVATORY = = a URINAL r- '' = Q} C37 CT9 _ '• t37 G3' WATER GL05ET WATER GL05ET W ( ) TO I ( 1) I ( 1) TOILET i u tu5 11 I/2tI _�t I/�n It"Ou I/2 I _4 WI/2 1 -0 I– r �4 4'1-116 4 BACK5PLA5H LAVATORIES PLASTIC,LAMINATE BY PL"I% COATER TOP 4 SKIRT CONTRACTOR P-npv \ l f �e,4iewe f T"T L -- --� �j J P.T.20 WM SHEET NUMBER: LED6ING(TYPICAL) yrFRNaTi®�'Q BASE -5EE FIN. 5GWD.(TYPICAL) DR.A t BY. MA15 C)UN CAM f'`II M , 1 11 SCALE: 3/4 - I-0 U LLO O O 00 O C0 N O O C.4 00 O C4 N : wt ILO C3) 00 N N M ry J FASTENER(6" O.C) RIDGEMIP GAP,4" END w LAPS WITH CONT. CAULK a 7 0 OUTSIDE OL05URE (GUT AT LAPS,RIVET PANEL .J BETWEEN 5EAM5) TO OL05URE AT 40" O.G. z CONT. BEAD OF CAULK BETVEEN PANEL 4 OL05URE DOUBLE BEAD TAPE SEAL12 R60F 4:12 R00F=5t0PE= Y FASTENER 4 PER PANE Q STAND 1 E N6 SEAM PAN LS w CLIP w r SO# FELT UNOERLAYMENT FASTENER(2 REGUI RED) w a 5/6r COX PLYWOOD ROOF 5HEAMN6 oil Y Q m J I HIP/RI®GE ®ETAIL o A-1 1 1/2 1 -011 a LINE OF WALL BELOW(TYPIC Ala _U hm 0 1:12 ROOF SLOPE 0 STEEPLE PRE-FAB FIBERGLA55 STEEPLE BY 5UPERIOR W FI BER6LA% PORTE UXHERE �- ROOF (BELOW) }- jr I F L NE O COLUMNKs- L J L J BELOA(TYPICAL) G-- Li Ar % "r m Lj I "It**] ILL UrT - . . SCALE; 1/8"= 1 '-O" 200517 e t%eWecd SOT NUMBER: PN kT 17R.AWN BY: MAD tot OATM: OW-4-15-06 NUMBER REVISION DATE LEGEND MECHANICAL GENERAL PROVISIONS T� THERMOSTAT PART 1.GENERAL 1.01. DRAWINGS AND SPECIFICATIONS: 1.05. WORKMANSHIP: MANUAL VOLUME DAMPER A. THE DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS A A. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND C. WHERE EQUIPMENT SUBMITTED VARIES FROM THE GENERAL s SMOKE DETECTOR WHOLE. ALL LABOR, MATERIAL, EQUIPMENT AND SERVICE SHALL BE IN GOOD USABLE CONDITION WHEN COMPLETED. IT IS A ARRANGEMENT OF THAT SPECIFIED, THE CONTRACTOR SHALL 0 NECESSARY FOR AND REASONABLY INCIDENTAL TO THE PROPER REQUIREMENT THAT THE CONTRACTOR PERFORMING SUCH WORK TO SUBMIT DETAILED SHEET METAL AND PIPING SHOP DRAWINGS COMPLETION OF ALL WORK FOR THE PLUMBING, HEATING, AIR GUARANTEE THE WORK TO BE FREE FROM ANY AND ALL DEFECTS IN ALONG WITH EQUIPMENT BROCHURES. SHOP DRAWINGS SHALL SHOW Eil REMOTE INDICATOR LIGHT CONDITIONING AND VENTILATION AND OTHER SYSTEMS AS SHOWN WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM OWNER'S ANY AND ALL PIPING, SHEET METAL, ELECTRICAL, AND ON DRAWINGS AND SPECIFIES HEREIN SHALL BE PROVIDED ACCEPTANCE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL CHANGES REQUIRED TO FACILITATE CHANGE AND ANY COMPLETE IN OPERATIVE CONDITION TO THE APPROVAL OF THE REPLACEMENT OR REPAIR, WITHOUT ADDITIONAL CHARGE, OF ANY OR ALL ADDITIONAL COSTS INCURRED BY CHANGES WILL- BE BORNE ARCHITECT AND LANDLORD. AND ALL WORK DONE OR FURNISHED BY OR THROUGH SUCH PERSON BY THE CONTRACTOR. EQUIPMENT SCHEDULE THAT SHALL BECOME DEFECTIVE WITHIN ONE (1) YEAR FROM 1 .02. CODES AND REGULATIONS: OWNER'S ACCEPTANCE. THE CORRECTION OF SUCH WORK SHALL 1.10. START-UP AND SERVICE: AHU/CU-1 10 TON SPLIT SYSTEM HEAT PUMP, 3.75 KW ELECTRIC HEATER, 4000 CFM INCLUDE, WITHOUT ADDITIONAL CHANGE, ALL EXPENSES AND A. THE CONTRACTOR SHALL PUT ALL ITEMS INSTALLED UNDER THIS SUPPLY AIR @ 0.50 IN. EXTERNAL STATIC PRESSURE, 400 CFM OUTSIDE A. ALL WORK PERFORMED UNDER THIS SECTION SHALL CONFORM WITH DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT, OR ALL LOCAL GOVERNING REGULATIONS, AND IS CASE OF REPAIR OF ANY PART OF THE WORK THAT MAY BE DAMAGED OR SECTION INTO OPERATION AND SHALL INSTRUCT THE OWNER IN AIR, 124.0 MBH TOTAL CLG., 87.6 MBH SENS. CLG., 36.4 MBH LAT. CLG., ALL POINTS REQUIRING SERVICE AND MAINTENANCE. THE 122.1 MBH HEATING @ 47°F, 208/3/60, PROGRAMMABLE THERMOSTAT, TRANS CONFLICTING REQUIREMENTS, THE MOST STRINGENT SHALL APPLY. DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AS TO �� T MINIMUM REQUIREMENTS SHALL BE THE FLORIDA PLUMBING AND MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO THE WORK CONTRACTOR SHALL ADJUST AND/OR SERVICE REQUIREMENTS TO �. TWA120/TWE120 OR APPROVED EQUAL. RUN 1 CONDENSATE LINE TO NEAREST FLOOR DRAIN. MECHANICAL CODE AS PUBLISHED BY THE FLORIDA BUILDING SHALL BE CONTAINED IN THIS CONTRACT. SAID EQUIPMENT DURING THE FIRST 60 DAYS FOLLOWING OWNER 0 CODE. ALL ELECTRICALLY OPERATED EQUIPMENT SPECIFIED ACCEPTANCE. o 0 AHU CU-2,3,6 5 TON SPLIT SYSTEM HEAT PUMP, 3.60 KW ELECTRIC HEATER, 2000 CFM IN THIS SECTION SHALL COMPLY WITH THE NATIONAL ELECTRIC1.06. SUBMITTAL DATA: N SUPPLY AIR @ 0.5 IN. EXTERNAL STATIC PRESSURE, 200 CFM OUTSIDE CODE AND NATIONAL FIRE PROTECTION ASSOCIATION. 1.11. GUARANTEE. 8 AIR, 60.0 MBH TOTAL CLG., 43.6 MBH SENS. CLG., 16.4 MBH LAT. CLG., A. MATERIALS AND EQUIPMENT PROPOSED FOR INSTALLATION SHALL °' 56.0 MBH HEATING @47°F, 3/4 HP HAN MOTOR, 208/1/60, PROGRAMMABLE BE SUBMITTED 20 WORKING DAYS BEFORE PURCHASING AND A. ALL MATERIALS AND EQUIPMENT PROVIDED AND/OR INSTALLEDCD THERMOSTAT, TWB060 TWE060 OR APPROVED EQUAL. RUN 1" CONDENSATE LINE B. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES UNDER THIS SECTION OF THE SPECIFICATIONS SHALL BE U 00 / INSTALLATION TO THE ARCHITECT FOR APPROVAL. INCLUDE TO NEAREST FLOOR DRAIN. FOR INSPECTIONS, AND CHARGES OF EVERY KIND THAT MAY BE CATALOGS, CUTS, MAINTENANCE DATA, DIAGRAMS, DRAWINGS, GUARANTEED FOR ONE YEAR FROM THE DATE OF ACCEPTANCE OF Z N NECESSARY FOR FULLY COMPLETING THE WORK. THE CONTRACTOR SPECIFICATIONS, AND SUCH OTHER DESCRIPTIVE DATA AS MAY BE THE WORK BY THE OWNER. SHOULD ANY TROUBLE DEVELOP DURING AHU/CU-4 4 TON SPLIT SYSTEM HEAT PUMP, 3.60 KW ELECTRIC HEATER, 1600 CFM SHALL MAKE ALL NECESSARY TESTS REQUIRED BY THE CITY, REQUIRED BY THE ARCHITECT AND/OR ENGINEER. ALL EQUIPMENT THIS PERIOD DUE TO DEFECTIVE MATERIALS OR FAULTY 0) SUPPLY AIR @ 0.5 IN. EXTERNAL STATIC PRESSURE, 160 CFM OUTSIDE COUNTY, OR STATE AUTHORITIES, LEGAL REGULATIONS, AND/OR WORKMANSHIP THE CONTRACTOR SHALL FURNISH ALL NECESSARY co 11.1 MBH LAT. CLG. SPECIFIED AND/OR SCHEDULED ON DRAWINGS, INCLUDING MATERIALS TO CORRECT THE TROUBLE WITHOUT ANY COST TO THE z AIR, 45.5 MBH TOTAL CLG., 34.4 MBH SENS. CLG., THE ARCHITECT, AND RETURN TO THE WORK, ETC., SIGNED BY ' 1 60 PROGRAMMABLE MATERIALS AND EQUIPMENT IN THIS DOCUMENT, MUST BE O M 44.5 MBH HEATING @47 F, 1/2 HP HAN MOTOR, 208/ / ," THE INSPECTOR IN CHARGE OF EACH PARTICULAR AREA OF WORK. SUBMITTED. ALL MATERIALS REQUIRED TO BE SUBMITTED FOR OWNER. ANY DEFECTIVE MATERIALS OR INFERIOR WORKMANSHIP < THERMOSTAT, TWB048/TWE048 OR APPROVED EQUAL. RUN 1 CONDENSATE LINE NOTICED AT TIME OF INSTALLATION AND/OR DURING THE 0 TO NEAREST FLOOR DRAIN. APPROVAL UNDER THIS SECTION SHALL BE SUBMITTED AT ONE U � 1 .03. RESPONSIBILITY OF CONTRACTOR: TIME. PARTIAL SUBMITTALS WILL BE RETURNED. GUARANTEE PERIOD SHALL BE CORRECTED IMMEDIATELY TO THE ENTIRE SATISFACTION OF THE OWNER. D 0 AHU/CU-5 3.5 TON SPLIT SYSTEM HEAT PUMP, 3.60 KW ELECTRIC HEATER, 1400 CFM A. THIS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE SAFETY r SUPPLY AIR @ 0.5 IN. EXTERNAL STATIC PRESSURE, 140 CFM OUTSIDE B. WHERE EQUIPMENT NAMED AS EQUIVALENT, OR APPROVED EQUAL, AND GOOD CONDITION OF ALL WORK AND MATERIALS CONNECTED Y THE CONTRACTOR HE SHALL BE 1.12. MAINTENANCE DATA: AIR, 40.5 MBH TOTAL CLG., 30.4 MBH SENS. CLG., 10.1 MBH LAT. CLG., WITH HIS CONTRACT UNTIL SAME IS ACCEPTED OR OPERATED BY ARE PROPOSED FOR USE B (n � 39.0 MBH HEATING @47°F, 1/2 HP HAN MOTOR, 208/l/60, PROGRAMMABLE H1 OWN RESPONSIBLE TO COORDINATE ANY CHANGES WITH ALL TRADES A. OPERATION, MAINTENANCE, SPARE PARTS BOOKLETS SHALL BE Z 0 THERMOSTAT, TWB042 TWE042 OR APPROVED EQUAL. RUN 1" CONDENSATE LINE OWNER. HE SHALL USE PROPER PRECAUTION TO PROTECT S AFFECTED AND BEAR ALL COST OF SUCH CHANGES. w / WORK AND THAT OF OTHERS FROM DAMAGE AND SHALL MAKE GOOD PROVIDED FOR ALL ITEMS OF EQUIPMENT REQUIRING 0 O v TO NEAREST FLOOR DRAIN. WITHOUT EXPENSE TO THE OWNER ANY DAMAGE CAUSED BYMAINTENANCE. SUBMIT BOOKLETS IN A COVERED BINDER. U - HA C. WHERE THE EQUIPMENT FURNISHED DIFFERS FROM THAT INDICATED EF-1 CEILING EXHAUST FAN, 200 CFM @ 0.25 IN STATIC PRESSURE, BACKDRAFT DAMPER, HIMSELF OR HIS EMPLOYEES TO PERSON OR PROPERTY. HES LL IN THE CONTRACT DRAWINGS OR WHERE THE CONTRACTOR COOPERATE WITH OTHER CONTRACTORS AND COORDINATE HIS WORK CONSIDERS ADDITIONAL DETAIL OR SHOP DRAWINGS ESSENTIAL TO 1.13. TEST AND BALANCE: °� 185 WATT MOTOR, 120V/1 PH, SWITCH OPERATED. COOK GC-180 OR APPROVED EQUAL. w WITH OTHERS. PROPERLY FABRICATE AND INSTALL THESE EQUIPMENT, HE SHALL 1 3: EF-2 CEILING EXHAUST FAN, 50 CFM @ 0.25 IN STATIC PRESSURE, BACKDRAFT DAMPER, PREPARE SUCH DRAWINGS AND SUBMIT FOR REVIEW. A. CONTRACTOR SHALL CONDUCT A TEST AND BALANCE OF THE W w WATT MOTOR 120V 1 PH, SWITCH OPERATED. COOK GC-120 OR APPROVED EQUAL. B. THE CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED WORK ENTIRE HVAC SYSTEM IN ACCORDANCE TO THE FLORIDA MODEL ry WE 28 0 AND FULLY ACQUAINT HIMSELF WITH CONDITIONS ABOUT THE1.07. PENETRATIONS: ENERGY CODE. T&B CONTRACTOR TO BE NEBB CERTIFIED. SUBMIT :D Y CONSTRUCTION AND LABOR SO HE MAY FULLY UNDERSTAND THE 5 COPIES OF REPORT AFTER TESTING AND BALANCE FOR APPROVAL I- Q FACILITIES, DIFFICULTIES AND RESTRICTIONS ATTENDING THE A. ALL PENETRATIONS SHALL BE IN ACCORDANCE TO A RECOGNIZED BY ENGINEER. T&B REPORT MUST BE COMPLETED AND APPROVED U �- EXECUTION OF THE WORK UNDER THIS CONTRACT. THE FAILURE OF AUTHORITY, SUCH AS HILTI INC., ETC. AND IIN ACCORDANCE TO PRIOR TO MECHANICAL FINAL INSPECTION. W m OMISSION OF ANY BIDDER TO RECEIVE OR EXAMINE ANY FORM, THE LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. ALL INSTRUMENT, ADDENDUM OF OTHER DOCUMENT SHALL IN NO WAY CUTTING AND PATCHING OF BUILDING MATERIALS REQUIRED FOR Z -' RELIEVE THE ANY BIDDER FROM ANY OBLIGATION WITH RESPECT PLUMBING AND HVAC WORK SHALL BE PART 2.MATERlALS o THE INSTALLATION OF THE U TO HIS BID OR THE CONTRACT. THE SUBMISSION OF A BID DONE IN THIS SECTION. NO STRUCTURAL MEMBERS SHALL BE CUT (y_ o SHALL BE TAKEN AS PRIMA FACIA EVIDENCE OF COMPLIANCE WITH WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. ALL PATCHING A: FLEXIBLE DUCT SHALL BE INSULATED WITH R-6.0 AND SHALL BE Q THIS PARAGRAPH AND THAT HE HAS INCLUDED IN HIS PROPOSAL MINIMUM UL 181 CLASS I, UL LISTED, WITH MINIMUM ONE INCH T! N SHALL BE DONE IN A NEAT WORKMANLIKE MANNER TO MATCH NOMINAL THICKNESS AND THREE QUARTER LB. EVERY ITEM OF COST NECESSARY FOR A COMPLETE INSTALLATION N 0 ADJACENT SURFACES. /CU. FT. DENSITY OF PLUMBING HEATING VENTILATION, AND AIR CONDITIONING INSULATION. PROVIDE TO CONNECT BETWEEN RIGID DUCTS AND AIR DEVICE OPERATIONS STRICTLY AS PLANNED AND SPECIFIED. 1 .08. SUPERVISION AND INSPECTION: OUTLETS. DUCT SHALL BERATED MINIMUM 2 INCHES WATER POSITIVE N THROAT SIZE AND 1/2 INCH WATER NEGATIVE, UP TO 2500 FEET PER MINUTE. DESIGNATION OR INLET SIZE 1.04. VERIFICATION OF CONTRACT DRAWINGS: A. THE CONTRACTOR MUST AT ALL TIMES DURING THE WORKING HOURS FLEXIBLE DUCTS SHALL BE MAXIMUM 16 FEET IN LENGTH. METAL 12x12 ASSIST THE ARCHITECT OR HIS REPRESENTATIVES IN THE SNAPLOCK DUCT WITH R-6.0 DUCTWRAP SHALL BE INSTALLED TO A A. ANY MATERIALS, EQUIPMENT, OR SYSTEMS RELATED TO THIS INSPECTION OF HIS WORK AND WILL PROVIDE FACILITIES AS ARE LIMIT THE FLEXDUCT TO 16'-0". MINIMUM BEND RADIUS SHALL BE 200-4,,� SECTION AND EXHIBITED ON THE PLUMBING AND HVAC DRAWINGS NECESSARY FOR THE SAFETY OF THOSE MAKING THE INSPECTION. TWICE THE DUCT DIAMETER. CONNECTION JOINTS SHALL BE MASTIC T FM � DIRECTIONSBUT NOT MENTIONED IN THE SPECIFICATIONS ARE 0 BE SEALED WITH PANDUIT STRAP. C OF FLOW EXECUTED TO THE INTENT AND MEANING THEREOF, AS IF IT WAS B. THE CONTRACTOR WILL KEEP ON THE JOB UNTIL COMPLETION A BOTH MENTIONED IN THE SPECIFICATIONS AND STATED ON THE COMPETENT FOREMAN VESTED WITH AUTHORITY TO ACT IN THE DRAWINGS. WHERE THE CONTRACTOR FINDS THE SPECIFICATIONS B. DIFFUSERS AND GRILLES SHALL BE AS SCHEDULED. CAPACITY OF THE CONTRACTOR IN HIS ABSENCE. TRANSACTIONS AIR DEVICE DESIGNATION AND OR DRAWINGS TO CONFLICT OR UNCLEAR, THE DISCREPANCIES WITH SAID FOREMAN ARE AS BINDING AS THOSE WITH THE / � Q SHALL BE BROUGHT TO THE ARCHITECT BEFORE SUBMITTING A CONTRACTOR. C. DUCT TAP IN FITTINGS SHALL BE BELL MOUTH WITH DAMPER. - NOT TO SCALE M 1 DAMPER TO HAVE LOCKING QUADRANT FOR DAMPER POSITION � 0 BID. QUALITY OF MATERIALS AND ;EQUIPMENT: ADJUSTMENT. 0 Fy 1.09. Q 0 B. THE PLANS INDICATE THE GENERAL ARRANGEMENT OF THE -i AIR DISTRIBUTION SCHEDULE EQUIPMENT. THE LOCATIONS OF PIPING AND DUCTWORK ARE A. MATERIALS SPECIFICALLY MENTIONED IN THESE PLANS AND D. LOCATE THERMOSTAT AS SHOWN ON INCLUDED DRAWINGS. h PPROXIMATE FOR CLARITY. EXACT LOCATIONS SHALL BE SPECIFICATONS SHALL BE CONSIDERED A STANDARD OF QUALITY THERMOSTAT WIRING SHALL BE LOW VOLTAGE TYPE. PROVIDE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR AND SHALL NOT BE CONSIDERED RESTRICTIVE. IT IS NOT THE WIRING IN 1/2" CONDUIT AND METAL JUNCTION BOX. MFG MODEL NO. SHALL VERIFY EXACT SIZE AND LOCATION OF EXISTING T LIMIT MATERIAL AND/OR U MARK DESCRIPTION INTENT OF THESE SPECIFICATIONS 0 / Q UTILITIES WHERE NEW CONNECTIONS MUST BE MADE. IF IT EQUIPMENT SELECTIONS TO ONE MANUFACTURER; HOWEVER, THE E. ALL DUCTWORK SHALL BE SHEET METAL, FABRICATED AND INSTALLED IN W A 2424 LOUVERED FACE SUPPLY AIR DIFFUSER TITUS TMS SHOULD BECOME NECESSARY TO CHANGE THE LOCATIONS OF ANY ENGINEER RESERVES THE RIGHT TO BE THE FINAL AND SOLE ACCORDANCE WITH SMACNA STANDARDS. ALL DUCTWORK, SUPPORTS, AND m B SIDEWALL SUPPLY AIR GRILLE TITUS 30ORS WORK DUE TO BUILDING CONSTRUCTION, ETC., THE CONTRACTOR JUDGE WITH REGARD TO EQUALS. FABRICATION SHALL CONFORM TO SMACNA STANDARDS. ALL DUCT WORK U » a0 TITUS 50R SHALL SECURE WRITTEN APPROVAL FROM THE ARCHITECT AND/OR SHALL BE 1 PRESSURE CLASS UNLESS NOTED OTHERWISE. DUCTWORK C 24x24 EGGCRATE RETURN AIR GRILLE ENGINEER BEFORE MAKING THE CHANGES. UNDER NO B. APPROVAL OF EQUIPMENT IS BASED ON CAPACITIES, QUALITY OF SHALL BE INSTALLED AIR TIGHT AND NOISELESS. ALL VIBRATIONS TO THE � z D SIDEWALL RETURN AIR GRILLE TITUS 50F SHALL THE SIZES INDICATED ON THE DRAWINGS CIRCUMSTANCES WORKMANSHIP AND COMPONENTS, OR GENERAL AND SPECIAL BUILDING STRUCTURE. SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. o Q E 350 SERIES RETURN GRILLE - i,3 4" SPACING '-- 350 DEFLECTION TITUS 350RL BE CHANGED WITHOUT SECURING WRITTEN APPROVAL FROM THE CONSTRUCTION FEATURES. APPROVAL OF EQUIPMENT DOES NOT DUCTWORK ROUTING SHOWN IS DIAGRAMMATIC. ROUTE DUCTWORK AT w J ARCHITECT AND/OR ENGINEER. RELIEVE THE CONTRACTOR OF COORDINATION RESPONSIBILITY RIGHT ANGLE TO BUILDING WALLS WITH SMOOTH TRANSITIONS. < T BACKS OF DIFFUSERS WITH 1 -1 2 THICK 1 -1 2 LB. CU. FT. DENSITY FIBERGLASS INSULATION. / INSULATE B Q OPTION EXCEPT EXPOSED DUCTWORK. USE OWENS CAULK ALL REGISTERS GRILLES BOOTS, ETC. TO PREVENT AIR LEAKAGE. WITH OTHER TRADES. EQUIPMENT SHALL FIT WITHIN THE OWNER 0 I ' C. THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW OR INDICATE PHYSICAL SPACE OF EQUIPMENT SHOWN AND HAVE THE SAME CORNING ENDURAGOLD UL 181 LISTED FOIL FACED FIBERGLASS ALL FITTINGS, OFFSETS, AND ACCESSORIES THAT MAY BE GENERAL CONNECTIONS AS THAT SHOWN ON DRAWINGS. PROPER DUCT BOARD IN LIEU OF SHEET METAL DUCT AS INDICATED �I REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE CLEARANCES SHALL BE MAINTAINED FOR SERVICING AND ABOVE. JOINTS SHALL BE MADE USING MESH FIBERGLASS TAPE AND Q ALLOWED). DUCT BOARD SHALL HAVE MINIMUM 0 MASTIC. (DUCT TAPE NOTSTRUCTURAL AND FINISH CONDITIONS AFFECTING ALL HIS WORK MAINTAINING EQUIPMENT. „ „ AS WELL AS THE OPERATIONAL REQUIREMENTS OF EACH SYSTEM, R VALUE OF 6.0. AND SHALL ARRANGE SUCH WORK ACCORDINGLY, FURNISHING SUCH � IR FOR THE PROPER AND F. ALL TOILET EXHAUST SYSTEMS DUCTWORK SHALL BE SHEET METAL. ry FITTINGS, ETC., AS MAY BE REQU ED 0 - 4 0 EFFICIENT FUNCTIONING OF EACH SYSTEM. UNNECESSARY OR a UNAUTHORIZED OFFSETS WILL NOT BE PERMITTED. �- PART 3. EXECUTION Q A. INSTALL ALL EQUIPMENT IN ACCORDANCE TO MANUFACTURERS W i,� RECOMMENDATIONS AND/OR INSTALLATION INSTRUCTIONS. z Cz_ B. ALL MECHANICAL ITEMS ARE IN WORKING CONDITION. ANY DAMAGE Qy- OR INOPERATION OF EQUIPMENT CASED BY RELOCATION MUST BE REPLACED WITH EXACT DUPLICATE WITH NO COST TO OWNER. REPAIR OF EQUIPMENT IS NOT ACCEPTED. �el.lewed y JOB : 200510 i SHEET NUMBER: TSR N AT 1879 Dean Road,lackswvlllf,Filo 32216.4520 Te1:904.7214123lix: 4.7 •3329 ;tr `�'' wws.engergir�er3��.com .v A " MEC4ANKAt ElEcrStCAE ffRE PROTEMON INFS'.AAED fORENSIC DRAWN BY: AH/EE Engy Engineering li g DATE: 8-8-05 Edward I En9, PEI EI 36785 _ I NUMBER REVISION DATE 1 CODE REV. 8/14/06 CU-3 CU-4 CU-5 CU-1 24x18�Cx OUTSIDE11R INTAKE -- — 1OUVER WITH INE T SCREEN. 12n� O.A. UCT USKIN ELF811 OR APPROVED 30x20 0 I\/ AHU-1 QUAL. BOTTOM 0 VER STAIRS sD OUNTED ® 72 A F.F. 48x 0 4s o „ E 12"0 10"� 10 � — A 3 58x1 s 0-325-4 10 A 10 A 10 1 A 400-4 A 350-4350-4 325-4 325-4 5 _ STORAG km-3 CL loom C ROOM 51, * -co 11 r � R N CO E E CE - a x22 1 12"0 12"0 T4 C C » 315-1 315-1 I 12 0 A 400-4 N STAIRS 16"� r ' . X C I N „ O 720-1 6 0 v_ it o.1 00 100 100 100 4 0 11 0 (D-3,00-4 A ��-300-4 °O 00 0 x CU O (4 N ' 100 0) A — A 80 0150-4 80 100 325 400 1150-4 350-4 X " 00 U 0 ❑� 00 20x18 DN TO RETURN CL ' .� C 35-1 CL 0 0 M 1210 CL 0 M o 100 AIR PLENUM , , „ , , „ Z N ,I ,A I = _0 (TYPI � L OF 2)11 = =0 315-1 250-4 „ 14 =O D 8 MUFTI—PURPOS 8 � DN a) C 00-1 18x18 U TO RETURN co 6 _ x4� =0 Ln A CN 20 � DEACONSLF NANC Z C F-1 E _ —a Ilx2� 1-2 II , ® 0 M 100 10it� 10 � ZI �X 20x18 I— A 0-300-4 &-300- 10 �OF 2 A 300-4 4 CT, (TYPICAL � 325-4 n XI n U � C 14o 8 � I O 585-1 �I 18x18 � J t EC LL F71 SD 111 X w 10 0x — &%3 ING ROOM A�a�, °° — — 375-4 (� > SIL E 6 — II � I /� 30x12x6 OUTSIDE AIR INTAKE Z A n — N. r Z O n AHU-3 4 ON 24 — > > LOUVER WITH INSECT SCREEN. 75 4 v » 8 � � = _ CC.00 O 14 0 HIGH TED RUSKIN ELF811 OR APPROVED 0 v — &500-1 ® PL M » U WALL CAPEQUAL. LOCATE AT MINIMUM X �`��' 16 � ( U Q „ �. C) EF-2 OF 10 FEET AWAY FROM N 675-1 A A r a II EXHAUST DISCHARGE 20 � 24x18 DN TO ) 0 '4 — C _ 50 4 RETURN AIR PLENUM T5 W UC =q "� W � ( L OF 30x12x6 OUTSIDE AIR INTAKE C LOUVER WITH INSECT SCREEN. 3--75-1 or R 3 I� SKIN ELF811 OR APPROVED E UAL. LOCATE AT MINIMUM ( I � HALL Q F 10 FEET AWAY FROM 0 '� 10 � 10 � � 0-3100 A 10"0 EXHAUST DISCHARGE) 10"S� N „ » W-4 300-4 300-4 A -- 10 m _ � CLASSROOM 10 � 30 I- 375— � �� COM I� A A � 10MIN. I� —� 4 300 4 325-4 D T I�'= xl�'= " �� =O xl� = Z � SUPPLY AIR DISCHARGE 1 O U V ABOVEPLENUM — II 00 � � AHU-2 ON 24" HIGH I _ 0 10"0 14"0 1 N IN PLENUM 2r C Q o WALL HOOD PROVIDED BY OTHERS. K!T C H N � 5 1 o I __. T6 I_ II I O 16x10 �1&12 SD 'I 12 1 10`10 STAINLESS T T » X STEEL DUCT ————— — — I TO WALL CAP. FIELD VERIFY I ❑ C 12 10»0 12"0 o — 8"0 I DUCT SIZE a�I 340-1 C 200_ ® 300-1 � L_ 12x10 _ UPPLY AIR DISCHARGE B „ 20x20 DN „ 00 I —300-4 '� ATO RE 10 0 LENUM ABOVE AHU 6 (D-3100-4 sD12x10 AIR �N 300-4100 4 100 B 325-4 A � ►� 10 14x 12 N C�� 20x 1 - I - 225— I I � 14 0 A — C _ 375 L—J600 4 = X =� 30x12x6 OUTSIDE AIR INTAKE Fill n LOUVER WITH INSECT SCREEN I o 0 o AHU 6 ON 24 HIGH a •y o 0 o INSULATED PLENUM LOCATE ABOVE WINDOW AND w 20x20 TO w i AT MINIMUM OF 10 FEET AWAY 8 � � J i Y RETURN IR 16 0 A 175— PLENUM F- O FROM EXHAUST DISCHARGE) C �� JANE 0 N r EN N TRANSFER GRILLE x 0 8 O MEr - B 8x6 (TYPICAL OF 2) ( A — B 6x6 N 10 MIN. ry ELEV. EQUIP. 150 1 1 2 4 00-4 „ ► 0 0 m HL,57ALL 6�i•� I �� VESTIBULE I r2 _ _ �- 8x6 175 0 . E I 12 � 26�=I��x55�_a�� 1 W150—1 C 150—1 i WALL CAPcF-1 _ 0 0 0 I I — 0 O U �� WALL CAP Q I ❑❑ o &-300-4 10 0„ (�4 � WALL CAP m LQ E T ❑ O WALL CAP FES 0 C O WALL LL CAP o I 00-11 �] EF-1 WAITING � a U C 12 s� 0 ® F-1 H.G. 5TALL = X I _ — n 300 1 .r. ST LL 1- 4 THICK CONCRETE CU-2 I r4 Z HOUSKEEPING PAD A 8 p Q (TYPICAL) _ _ 2 4 WOMEN I W » w .� - --- \ E 18x 1 10 q 8 - STAIRS A 20 4 Q - a � 300 4 T I CSA S S I CU-6 8x10 ° ° I�'=�"xl�'=�� STOR. ° ° _. . . -- — Q • Q ; 1 0 ry I 0 ir I I Q I I I I I i I i i P RTE COCH RE ! ' I I I I I I I I I i i I 1 r i � I I I I ----- - ---- - ----- --- - - -- - - - - - - viewed y JOB : 20051 0 r SHEET NUMBER: BE FIRST FLOOR PLAN MSECOND FLOOR PLAN---- MECHANICAL A SCALE: 3/16" = 1'—0" SCALE: 3/16" = 1'—0" v3 Dean Road,Jacksonville'FWida 32215.4$20 'tel:go4.7m2323 Fax:90,4-721432,9 +'' � vusreragan�M�etng<carn t' DRAWN BY: AH/EE s51'ECl�AAlitAt ElEfTRlfAi f1RL�+ROlE'C.tta!! 1Ki14AJRED ft?RE�MS7f X11° . A 8-8-05 DATE: G.O.A.#4925 Edward J.Erg �/c � g,P.E. R.E. 36785 NUMBER REVISION DATE �r I.D. LONGEST SIDE OF DUCT D HANGER SPACING LEGEND SEAL FLEX TD DUCT USING BOLT TO CONDENSING UNIT FRAME SUPPLY AIR DUCT TIMA APPROVED DUCT TAPE LAG BOLT TO CONCRETE PAD - R-6 MIN, INSULATIDN 0-35 IN, 8FT, OIN, O,C, MAX, A CHANNEL OR GLASS FABRIC & MaSTIC O 36 IN. TO 59 IN, 6FT, OIN, O,C, MAX, B HANGER ROD STAINLESSTSTEEL BAND ENLARGED PLAN O 60 IN. AND OVER 4FT, OIN, O,C, MAX, SPIN IN FITTING W/ © HANGER STRAP MANUAL VOLUME DAMPER NOTE: TRANSVERSE REINFORCEMENT 2' WIDE GALV, STEEL FLEX DUCT SUPPORT STRAP MAXIMUM DUCTM SIZE LIMITED E MAXIMUM DISTANCE 6 I UL 181 CLASS 1 T❑ 24 F❑R THIS ARRANGEMENT O FLEX DUCT MAX LENGTH 16 FT, F 12 GAGE (MIN.) HANGER WIRE O / SECURE FLEX DUCT TO oel � � CONDENSING UNIT F ,, DIFFUSER NECK USING G 2x2 ANGLE x 4 LONG, 22 GAGE STAINLESS STEEL CLAMP (TYPICAL) OR PANDUIT STRAP oloo 1 1/2' BATT INSU, W/FOIL CEILING VAPOR BARRIER ON OUTBID OE � DIFFUSER - SEE PLAN AND I a SEAL INSU, TO FLEX DUCT SCHEDULE FOR TYPE cfl AND DIFFUSER USING TIMA �.. O CONCRETE PAD 00 � C � APPROVED DUCT TAPE TOCD O000MAINTAIN VAPOR BARRIE `I 11 SEE ENLARGED PLAN .01 Lo O • Co CONDENSING UNIT MOUNTING DETAILop DUCT TO SUPPLY DIFFUSER CONNECTION co • .r .r 3 NOT TO SCALE 6 NOT TO SCALE z c� O �r D A 0 0 z 00 O N N M I— d ® U Z :D o 0 \� J N. loe V1 > Z Zo r r . O v : G U a 0 • (SEE NOTE) � � 'r BOLT TO CONDENSING UNIT FRAME w 2"x2"x1/8" STEEL ANGLE FRAME r LAG BOLT TO CONCRETE PAD ON ALL 4 SIDES OF DUCT & BOLT FIRE RATED PARTITION W W > TO SLEEVE ALL AROUND. GALV/ . SLEEVE SECTION ry CIE PINS W S TYPE SLIP JOINT NO SCREWS, BOLTS, ENLARGED PLAN OR RIVETS AT SLIP JOINTS, GAGE AS REQUIRED BY CODE. / Q CAULK W MASTIC. U o- 0 5/16"x3/4" W m MOUNTING SLOTS 2 FUSIBLE III ( BOLT OR SPOT = 1 LINK WELD DAMPER U loo ODUCT SUPPORT DETAIL TO WALL SLEEVE ALL AROUND NOT TO SCALE I I II III I I BOTH SIDES. (y d' I I IID D II I I RETURN AIR Q CONDENSING UNIT I I I1 II I I REGISTER (TYPICAL) (WHERE REQUIRED IN LIEU OF ACCESS PANEL--� � DUCTWORK.) 0000 FIRE DAMPER TYPICAL FASTENING DETAIL CONCRETE PAD 1/4 x20 x1/4 MACHINE SCREW 3/4" OLDL WASHER. SEE ENLARGED PLAN CONDENSING UNIT MOUNTING DETAIL FIRE DAMPER IN DUCT DETAIL, HORIZONTAL WALL � NOT TO SCALE NOT TO SCALE """ 0 ry 0 J CONNECTION TO STRUCTURAL SUPPORTING MEMBER TO BE SAME FOR W VERTICAL LONGITUDIAL "L"'S. U Q _ - » „ S - WALL W 2 x2 x 16 GA. J VERTICAL L ----� / / VERTICAL L <00, m Imo- w I U U m0 : I 2x2x 16 GA. ry w 04 3/8" MACHINE II I V) � I N� LONGITUDIAL DIAGONAL L�� o Z BOLT III o 0 Z I BRACE 30x20 SA DUCT Q X r I O W N Q D ry o - - - OA INTAKE LOUVER/PLENUM o a 0 DUCT SIZEa 2'-2"x12 GA. SHEET }- METAL STRAP N Q MANUAL VOLUME DAMPER W ii,,�� AHU-1 CS" TYPICAL HANGERS & SUPPORTS FOR DUCT WORK —� 2 N48x30 RA DUCT NOT TO SCALE FLOOR FILTER HOUSING V Vii, JILL WWI V- e,4iewecy JOB #: 200510 AHU SECTION 5 1/2» _ 1,-0» C SHEET NUMBER: RNATI vr 1379 Dean Road,lacksc nville,Meida 32216,4$20 Tel:908.721.2323 FM 904.7U2329 DRAWN BY: AH/EE " MECHANICAL ELECTRICAL ftRS PR47ECTION INFRARE€! f€7RINSIC Eng Engineering Inc. DTE. A • 8-8-05 C.O.A.#4925 Edward J.Eng,P.E.f� 9,P.E P.E.#36185 4 L C.T. METER CAN ON CONCRETE PEDESTAL WITH 1-1/4" PNL CONDUIT TO C.T. METER SIDE OF TRANSFORMER PAD pop (2) 3" CONDUITS, EACH WITH 4#350 MCM THWN CU. 2/0 CU GROUND TO BLDG. STEEL, GROUNDS ROD(S), AND/OR WATER LINES AS REQUIRED BY N.E.C. ARTICLE 250 4 O SEE PANEL SCHEDULES FOR MIRE AND CONDUIT SIZES 4'x8' TELEPHONE BOARD WITH (2) 2" CONDUITS TO PROPERTY N DIRECTED BY BELLSOUTH SEE SITE PLAN LINE AS D E D ) 8 7 ( 1 ,PNP, W Q (� 3OA/2P FUSED DISCONNECT WITH REJECTION CLIPS AS REQUIRED JEA UTILITY XFMR M® FOR ELEVATOR CABIN LIGHTING. VERIFY LOAD, CONNECTION AND (BOLLARDS AS REQUIRED) 4 LOCATION WITH ELEVATOR SUBCONTRACTOR. SEE PANEL SCHEDULE FOR WIRE AND CONDUIT SIZE. �7 100A/3P FUSED DISCONNECT WITH REJECTION CLIPS AS REQUIRED FOR ELEVATOR POWER AND CONTROLS. VERIFY LOAD, CONNECTION AND LOCATION WITH ELEVATOR SUBCONTRACTOR. SEE PANEL SCHEDULE FOR WIRE AND CONDUIT SIZE. u- 2 � 00 (2) 4" JEA PROVIDED PVC TO POLE AND STUB AS 3 w C4 N DIRECTED BY THE J.E.A. JL o 0 o c0 00 POWER RISER DIAGRAMPOKER RISER DIAGRAM NOTES U N SCALE NOT TO SCALE SCAM NOT TO SCALE � 00 L0 N M All Q 0 0 w 0 0 0) w CURB �0"E� ASPHALT PAVEMENT w (1 YA{C ) EX. 24" CONCRETE a CURB & GUTTER 0 a (TYPICAL,) Q Q W Y Q ASPHALT PAVEMENT m a —`-`---____--__ N r a I •d. '• ,°: EX CONCRETE N!A�K,a . ```�'`--,�..,•,,, ±55' 00 a U , EA ELECTRIC POLE VERIFY LOCATION WITH JEA ELECTRIC r- ° EX, CQNCI3E7E "7 • d r a DRIVE do (2) 2" C. AS DIRECTED Ilig FROM PROP. LINE TO PHONE "`--�-,-.._.� > BOARD {CONTACT BELLSOUTH FOR U) JEA PROVIDED PVC T TO ® AS 0 _ �v DI CTED BY TH _ r � c J.E.A. PAD MOUNT TRANSFORMERLOCATION E CONCRETE AS REQUIRED U zi z 40OW METAL HALIDE 'SHOE-BOX' STYLE FIXTURE -� 6 WITH FORWARD THROW AND INTEGRAL PHOTOCELL MTD. ON CONCRETE POLE 0 26'-0" ONE A-2 W A Y DRIVE VES. � s AS. 0 �'X2. y PANEL EA M c ° \V, 1j J t •. .. � � � CDg'4 .•Q e y EX. i STOR Y EX. ° " e a - NSE fE d CONCRETE BLOCK {�a I ING a bum� 04 BU LD 4 m• DUMpSTER , PAD EX. 1 STORY CONCRETE BLOCK BUILDING ADDRESS: #25 ADDRESS: #44 "C 8c C GARAGE" on.',' Z BODY & PAINT s ° e' d CL EAST COAST AUTO e �• •. p m 1°r'1 de a D ° 'Qd a•„ ° e a• 4-A Z ° d .4 hood ° ' 9 ° e 4 b W ° '°. •. •e. Z • '� V1 C� q' ° a b `•° Ex, i & 2 STORY COQUINA, BLOCK r- `° .s A:• '. � FRAME BUILDING �- 9.9 ADDRESS: #31 A " NG HANDS M�NfSTRIES" ►v EX. 1 STORY HELPI ° METAL SHED fT1 m 0 z ems• bb b� K 2 z D Joao: BENCH MARK. SET NAIL IN .� • t:T NUMDER: UTILITY POLE. e�iewe EL (12.10) L SITE ELECTRICAL RLAN 0 0 10 30 40 NAT SRAM syl MAO SCALE : 1!'= 20' ELATE: SURFACE MOUNTED PANEL MDP CIRCUIT BREAKER TYPE 120/248 VOLTS 3 PHASE 4 WIRE SIEMENS DISTRIBUTION-TYPE PANEL 600 AMP MAIN BREAKER I. ALL ELECTIRWAL.NOW IS TO BE INSTALLED IN A60MANCE KITH THE MOST CAIRRENT CKT DESIGNATION CIRCUIT CIRCUIT KVA KVA CIRCUIT CIRCUIT DESIGNATION CKT EDITION OF THE NATIONAL ELECT1RICAL CME AND ALL OlHA STATE AND LOCAL COVES. No. BREAKER BREAKER No. 2. ,ALL ELECTRICAL PERM TS AND INSPECTION FEB ARE THE ELECTRICAL CONTRACTORS GNO WIRE GOND POLE TRIP TRIP POLE COLO WIRE GND RESPONSINUTY TO PAY FOR AND OBTAIN, 1 SUBPANEL 'A' 4 4/0 2" 3 225 300 3 3" #350 4 SUBPANEL '8' 2 5. ELECTRICAL WMHOS AM DI i+ATIG ONLY;00 NOT SCALE THE ELEGTTRiGAL 3 ELEVATOR 6 3 1®1�#" 3 100 60 3 1/2" s 10 WATER HEATER 4 DRANN66. REFER.TO AROWWWRAL,DRAN1466 FOR EXACT DIMENSIONS. 5 AHU 1 10 10 1/2" 3 25 $0 3 1j2" 4 8 CU 1 6 4. ELECTRICAL C04 TOR IS TO 6UMMTEE MATERIALS AND CRAFTSMANSHIP FOR A " PERIOD OF DAY OF AGGAP 8Y 7 AHU 2 10 10 1/219 2 30 50 2 1/2 s 10 CU , ! 9 CU 13 10 6 1/20 2 50 40 2 1/2* 8 10 CU #4 10 5. ILS SY51E311 15 TO BE WALLED COMPLETELEY AND IN A44ORDANCE NTH Wv ARTICLE 250 AM AS SHOM ON RI DIAGRAM, 11 CU 5 10 8 1/2#s 2 40 50 2 1/2" 6 10 CU #6 12 6. HIRING 15 TO BE INSTALLED IN ELECTRICAL METALLIC TOW Off)OR PVO TWIN&.USE EMT 13 PROVISIONS 3 3 PROVISIONS 14 CONDUIT"NCEALED IN WALLS AND GEILIN695,AND SURFACE MOUNT IN AREAS NOT SUBJECT TO 15 1PROVISIONS 3 3 PROVISIONS 16 II' PHY51CAL VAMA6E. PVC CONDUIT IS TO BE USED IN A NGRETE USE GO , eALvm Ri6v coarr( ) T TO PHYSICALDAMAGE, INSTALL IT TOTAL KVA N/A - �_ P. RMS. SYMMETR1r�. SHORT CIRCUIT CURRENT RATING PARALLEL OR PERPENDVAILM TO BUIDiW LINES. *NOTE: VERIFY ELEVATOR AND MECHANICAL LOADS WITH RESPECTIVE CONTRACTORS BEFORE PURCHASING SWITCHGEAR. 0 1, BRAWI CIRCUITS RATED UP TO 30 AM MY BE INSTALLED IN METAL CLAD W)CAME IF NOTE. SUBFEEDS TO PANELS A AND B ALSO REQUIRE NEUTRAL TO MATCH WIRE SIZE - DO NOT REDUCE. L- SUIlFMTED WLTH'IN 12"OF GO T1ONS Ate?6'ON CENTER. z 00 cD 6. UNLESS OTT SE NOTED,ALL COhf17UGTORS SHALL BE C4F`PER AND RATED AT NO LESS R 00 c� THAN 60OV.MINIMUM CONDUCTOR 51ZE 15 X12".ALL WIRE#8 AWD AM LARePER SHALL BE Z ID N 5 ,ALL COMTORS X10 AND BE 50LID. BRA4614 CIRCUIT COVWTORS TO BE TYPE 1 OR Tt +l. 0 01) q. PROVIDE NYLON OR STEEL FISH LINE IN ALL EMPTY CONDUITS. 8 RFA MOUNTED PANEL A CIRCUIT BREAKER TYPE �' 00 IO. DE� P1 iG NAMEPLATES NTH WHITE AND BLACK BACI(61ROW SURFACE OU TEQ / 120 208 VOLTS 3 PHASE 4 MIRE o FOR ALL PANELBOARDS AND DISCONNECT TG15,ALSO PROVIDE TYPED DIRECTORY FOR CIRCUIT BREAKER TYPE PANEL 250 AMP MAIN LUGS ONLY 0 (10 cv P IDENT1FYt THE ATI AD t _ ALL N6 LOCATION A LO LAS FOP.ALL CIRCUITS. II I ASND INATE t Ii CKT DESIGNATION CIRCUIT CIRCUIT KVA KVA CIRCUIT CIRCUIT DESIGNATION CKT FY LOCATION OF f�GOM N6< GAL ELECTRICALT 5ERVIGE NIT#LOCAL.UTILITY BE GOi' ICING W)RK ON SEFt "ENTRAP . No. BREAKER BREAKER No. 00 NOTIFY ARC441TECT OF MY REGUM C4WM. GND WIRE COND POLE TRIP TRIP POLE COND WIRE GND CN 12. ALL WIRE WMj L. , ,WIRIi GONNE67ORS,ETC. BE RATED TIE SIZE 1 REC - RMS 101,138 12 12 1/2" 1 20 20 1 1/2" 12 12 REC o KITCHEN I 2 aC AND MATERIAL OF TORS INS C� 3 REC - PHONE 12 12 1/2 1 20 20 1 1/2" 12 12 REC p- KITCHEN 4 13. ELECTWAL GONTRA+GTOR SHALL PROTECT ALL ELECTRWAL 5QUI T(STORED AND 5 REC - RMS 1369131 12 12 1/2" 1 20 20 1 1/20 12 12 REC •- KITCHEN 6 U...., INSTALLED)FROM VAMA&E BY CIMTRUGTION MATERIAL OR OTHER TRADES. u- 7 REC - KITCHEN 12 12 1/20 1 20 20 1 1/20 12 12 REC - KITCHEN 8 u, 14. C"NE 20A 120V BRANC14 GIRWITS AS REGUIRED FOR HOMERM.NO HOMM CONDUIT J 9 REC ® tgTCHEN 12 12 1 2" 1 20 20 1 1 2" 12 12 REC �- KITCHEN 1® 0 SHALL 0 GONTA N T1•tA�1 ONE ,AND ONLY ONE TOR OF EACH / / ALL, 1RAL CONDUCTOR,CIRCUITS LAR THAN 20A SHALL BE RIN IN 5EPERATE 11 REC - ROOM 138 12 12 1/2!' 1 20 20 1 1/2" 12 12 REC - KITCHEN 12 z z CONDUITS TO THE PANEL f 13 REC - ROOM 139 12 12 1/2" 1 20 20 1 1/20 12 12 LTS p- STAIRWELLS 14 U 15. ALL POkM CIRCUITS TO DEVICE-5 IN EXAM ROOMS AND ALL OTHER.PATIENT CARE AREAS 15 REC RMS 137,139 12 12 1/2's 1 20 20 1 1 12 12 LTS �- 130,131,132,134,135 16 BE F'R+Ohfl NTH REWIRED ANT IN�6 BY METALLIC CONDUIT / 2/ OR HOSPITAL 6RA0E MG CAaJF. NO EXCBMONS. 17 LTS RMS 101002 12 12 1/20 1 20 20 1 1/20 12 12 LTS RMS 137,138,139 18 19 LTS w- ROOM 101 12 12 1/2" 1 20 20 1 1/2* 12 12 W. CAB LTS (IF REO, 20 w �. " w LTS ROOM 101 12 12 1 20 20 1 12 12 SITE LIGHTING 21 1/2 3/4 22 23 LTS ROOM 101 12 12 1/20 1 20 20 1 SPARE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 n .. Q 29 SPACE SPAM 30 m 31 A SPAM 32 D 33 SPACE SPAM 34 0 0 35 SPACE SPAS 36 37 SPACE SPAM 38 39 SPAM SPAS 40 LIGHTING _ 13,000 SO FT x 3.5 VA x 125X 56,875 VA 41 SPACE SPAMCE 42 RECEPTACLES _ 13,000 SO FT x 1.0 VA x 125X 16 250 VA WATER HEATER - 1 x 4 500 VA 4 500 VA TOTAL KVA N/A --~-�-- AMP. RMS. SYMMET�CNCAl. SRT CIRCUIT CURRENT RATING SMALL APPLIANCES - 4 x 1,500 VA 6,0300 VA SITE LIGHTING - 2,350 VA x 125X 20938 VA SITE SIGNAGE (FUTURE) m- 1,500 VA 11500 VA AHU - 1 x 48,9A x 208V 30 17.617 VA AHU - 3 x 34.QA x 208V 10 21,216 VA AHU - 1 x 26.QA x 208V 10 5,408 VA PANEL D CIRCUIT BREAKER TYPE SURFACE MOUNTED 120/208 VOLTS 3 PHASE 4 WIRE AHU - 1 x 23.OA x 208V 10 49784 VA CIRCUIT BREAKER TYPE PANEL 400 AMP MAIN LUGS ONLY HEAT PUMP - 1 x 21.OA x 208V 30 7,565 VA HEAT PUMP - 3 x 29.OA x 208V 148 1$,946 VA CKT DESIGNATION CIRCUIT CIRCUIT KVA KVA CIRCUIT CIRCUIT DESIGNATION CKT HEAT PUMP - 1 x 27.OA x 10 5 208V 616 VA 0 � No. BREAKER BREAKER No. HEAT PUMP - 1 x 26.OA x 208V 10 5l408 VA GNO MIRE CON® POLE TRIP TRIP COND WIREGNO ELEVATOR -� 1 x 60A x 208V 348 21,6(30 VA � TMTR �- 17617VAx25� 4 VA 1 REC - RMS 204,205 12 12 1 2" 1 20 20 1 1 2" 12 12 REC - ROOM 220 LARGES MOTOR 405 / / 2 MISC. EXHAUST FANS - 4 X 60 VA 240 VA � " -- REC RMS 208,209 12 12 1 2 1 20 20 1 i 2 12 12 REC �- ROOM 219 3 / / 4 SUBTOTAL 1 1 VA REC ® RMS 210,211 12 12 1 2" 1 20 24 1 1 2" 12 12 REC RWM 223 � 20 ,0 3 5 / / 6 7 REC _ RMS 214,215 12 12 1/2" 1 20 20 1 1/2" 12 12 REC - RMS 201,202,209 6 - TOTAL LOAD - 201,013 VA 208V x 1.732 v 55 ,37 AMPS " „ / ( REC 4- ROOM 216 12 12 1 2 1 20 20 1 1 2 12 12 REC RMS 229,228 9 / / 10 11 REC ROOM 218 12 12 1/2" 1 20 20 1 1/2" 12 12 LTS r RMS 202,209,222 12 1 LTS �- RMS 204,205,208 12 12 i 2" 1 20 20 1 1 2" 12 12 LTS �- RMS 2301,231,2+41 3 / / 14 0 15 LTS �- RMS 2019,210,211 12 12 1/2" 1 20 24 1 1/2" 12 12 LT'S �- 228,223,219=220 16 LOAD CALCULATION 17 SPS 1 20 20 1 SPARE 16 } SC4E- NOT T+0 SM 19 SPARE 1 20 20 1 SPARE 20 a 21 SPARE 1 20 20 1 SPARE 22 23 SPARE 1 20 20 1 SPARE 24 Q SPACE 25 SPACE -_4 _ 26 27 SPAS SPACE 28 Q 29 SPACE SPACE 30 31 SPAM SPACE 32 SPACE SPACE 33 34 0 35 AHU #3 10 10 2 30 30 2 10 10 AHU 15 36 �- 1/21* 1/42" Ld }` 37 10 30 30 10 30 39 AHU #4 10 10 " 2 30 30 2 " 10 10 AHU 6 40 LIGHTING FIXTURE SCHEDULE 41 10 1/2 30 30 1/2 10 42 � P. RM M RT 1 AM s. ErR1cA�. c CIRCUIT CURRENT RA N A �r'M RENT TING Q- ME WMACTUM CATALOG M TOTAL KVA / A 2 Af 126 .T8 4 124 Z�c4 FIXTURE 8 a eta-120—EL 2 120 IN 1 0 7A`T ,A11i pmmmmm _t 126► 0 LI 1 2 120 WALL DERMW GUM W1 BATTERY E LI ®1 INC. �. 120 TW PANEL SCHEDULES Ir P3011 AN 120 0V0t—VANff_ NOT TSM O Nm 1 _ mu um Know& emitam WMAST . Y �e,4iewe r . RNATiO PRAM 5Y: MAE5 PATE. 4-15-06 a a� _ I w � Li LL C5 00 C4 N : I O A41 I c0 00 C IN I a14 It`ri� 00II 13 ``N 14 CN I TO A�q I 0 I L J I z 1 LIGHTING LEGEND 1 w Q TO 2x4 LAY-IN IN FIXTURE (TYPICAL FIXTURE TYPE A') � A-21 wH I 4, FLUORESCENT FIXTURE (TYPICAL FIXTURE BE ) w > I { II I RECESSED FIXTURE (TYPICAL FIXTURE TYPE 'C') SINGLE FACE EXIT LIGHT (TYPICAL FIXTURE TYPE 'E') ) 0- DOUBLE DOUBLE C FACE EXIT LIGHT (TYPICAL FIXTURE TYPE 'E') Im I TO A_23 Fr_r i EMERGENCY LIGHT Wf BATTERY (TYPICAL FIXTURE TYPE D ') LJ C7 U h- �- OVER-VANITY LIGHT (TYPICAL FIXTURE TYPE 'F') EXHAUST FAN (FURNISHED & INSTALL BY M.C.) I - - TIED TO SWITCH LEG OF LOCAL LIGHTING CIRCUIT I I S SINGLE POLE TOGGLE SWITCH 48" AFF I / / A S2 DOUBLE POLE, SINGLE THROW SWITCH 48$1 AFF Numm / S THREE-WAY TOGGLE SWITCH 48 AFF lab.. 14L I FOUR-WAY T WITH 4- " I ow S U TOGGLE SWITCH 8 AFF 4 I { Tj 0� ::D L:zj I Q LJJ I= 14 C Q I 0 a ti I I 0 A-14 I rim U) Fl ST FLOOR LIGHTING RLAN I I I I II I I II I i � II II � 1 I a II I 1 1 I I I II I I I (� i II I I II _ SCALE, 1 8u :1 -C)u NLomimm"" FLOOR LIGHTING R N �— SCALE: 1/8"= 1'-C7" �e.4iewe � r�AT1O IMAM SY: MA5 DATM 4-15-06 wp/9f 1 EK GN-4 GN-5 GAM _j _j Li t�J 0 2 0 co �, I I w O I t� N I 0 I DEVICE LEGEND Lo L o I co FIRE ALARM CONTROL PANEL ao I o �X cs� I N MANUAL PULL STATION L L 0 I0� 0 SMOKE DETECTOR 00 I d HEAT DETECTOR N N I F®-1 I Eu: HORN/STROBE <t!� I -! W I STROBE 0 J LL I DUCT SMOKE DETECTOR J I z I 0 I 1 , L 1— I ¢ cn I z POWER LEGEND W f 7,Q I E3-11 DUPLEX RECEPTACLE I o -------------- W 1 e SINGLE 120V 20A RECEPTACLE a- I 4 DOUBLE DUPLEX RECEPTACLE m 1 A-2 ,4,b'b L D J JUNCTION BOX CONCEALED ABOVE CEILING 0 I I I B-2,4,6 r- I ar-- r PANEL LOCATION (SEE PANEL SCHEDULE) Nt c� s r f 'r �- LE::3j DISCONNECT SWITCH - VERIFY SIZE, RATING, AND H-MCZ < r FEEDER WITH PANEL SCHEDULE AND RISER DIAGRAM \ �_ I A-8,10,!2R,10,!2 r� 2 A-I I i- _ wp/g fi WEATHERPROOF GFCI RECEPTACLE L !2 �► (� I L I B -810 J 7 f 0 O A . o- POWER NOTES. e e D 20 20RECEPTACLES 1 P ALl 1SA AN A 1 V IN KITCHEN AREA TO BE GROUND PAr11r �. O A 'MDP FAULT INTERRUPTING TYPE AND MOUNTED ABOVE COUNTER HEIGHT, A-3 A-!5 r ( USE TAMPER RESISTANT (CHILD-PROOF) RECEPTACLES IN ALL INURSERY ROOMS AND OTHER CLASSROOMS WHERE REQUIRED BY CODE. � I d I 0 0 CJAX n n � 2 10 N � I A-24 1� � Q t Q Q U 0 I II L U Ell n V U J= � e 11 d.. \.J ldL. ! I I l II I I II 0 1 w i I 1 II I I 1 I I I i � _I Lu Q-- FIRST FLOOR ROW R R N INmO FLOO OWE R IN SCALE: 1/8'= 1 '-0" SCALE: 1/S°=1 '-00 u r i �e,%ewe 1- R % NAT PRAM BY: 1` AM PATEs 4-15-06 tl go V" VAT8 1. PMW Myi51t -1-24-06 a H Li PLUMBING NOTES III Lj FIXTURES: 1. PROVIDE COMPLETE FIXTURES AND INCLUDE SUPPLIES, STOPS, VALVES, 1 PIESCUTCHEONS, FAUCETS, DRAINS, TRAPS, TAIL PIECES, ETC. FIRE STOPPING: cAMAlSC BMTS LAVATORY 1. FIRE STOP ALL PENETRATIONS, BY PIPING OR CONDUITS, OF FIRE RATED A5 RMIRM WALL FLOORS AND PARTITIONS. PROVIDE A DEVICES OR SYSTEMS s1 C ) C ) WHICH HAS BEEN TESTED AND LISTED AS COMPLYING WITH ASTM E-814 2x4 5C>'#.1D BLOGkIfd6 AND L INSTAL IN ACCORDANCE WITH THE CONDITIONS OF THEIR LISTING. PROVIDEA DEVICES OR SYSTEMS WITH AN 'F' RATING EQUAL TO THE r 1 ( ) �viz STEL { } RATING OF THE ASSEMBLY BEING PENETRATED. _LLAA 52 DRAC r BMT:P nM AM" r-IXPqE DOMESTIC WATER PIPING: ' WALL MTS LAV. � TAI L PIPING W 1. DOMESTIC WATERG BELO GRADE: 0 NOT TO SCALE Z LL C.P.V.C. PIPE (ASTM B 88) 0, c:) 2. DOMESTIC WATER PIPING AND JOINTS ABOVE GRADE: (o R 01 { C.P.V.C. PIPE ASTM B 88} 6 WITH JURISDICTIONAL N I 3. STERILIZE DOMESTIC WATER PIPING IN ACCORDANCE SD �t I WATER WORKS ASSOCIATION'S SPECIFICATIONS AND LOCAL HEALTH DEPARTMENT REGULATIONS. 6. DO NOT INSTALL DOMESTIC WATER PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES. INSTALL WATER PIPING IN EXTERIOR WALLS ON THE o � CONDITIONED SIDE OF THE WALL INSULATION. C.0 N 7. SHUT OFF VALVES: PROVIDE FULL PORT, BALL TYPE, AND INSTALL IN A WH-1 LOCATION THAT PERMITS ACCESS FOR SERVICE WITHOUT DAMAGE TO THE vo LAV-� WG-11 F MATERIALS. PROVIDE ACC SS DOORS IF REQUIRED. BUILDING OR FINISHEDALoCCESS N CN 8. PROTECT COPPER PIPING AGAINST CONTACT WITH DISSIMILAR METALS. ALL `') HANGERS, SUPPORTS, ANCHORS, AND CLIPS SHALL BE COPPER OR COPPER CARRIED N IRON TRAPEZE HANGERS PIPING IS C ED 0 0 PLATED. WHERE COPPER ty WITH OTHER PIPING, PROVIDE A PERMANENT ELECTROLYTIC ISOLATION O MATERIAL TO PREVENT CONTACT WITH OTHER METALS. LL THERMOMETER P051TIONED TO 1E EXPAN510M TANIc FD-4 9. PROVIDE ACCESS DOORS FOR VALVE, WATER HAMMER ARRESTORS, ETC. READ FROM FLOOR(RANGE 0-200 F1 (THERMAL EXPANSION(ONTROL) w CONCEALED IN MASONRY WALL OR ABOVE GYPBOARD CEILINGS. 0 0 HOT WATER SUPPLY --- z 51►1K�-2 SANITARY WASTE AND VENT PIPING: � PIPE UNION(TYP) VALVE t(7YI�)A---- -Jr-- Go1~D HATER U 1. SANITARY WASTE AND VENT PIPING AND FITTINGS: < SERVICE WEIGHT CAST IRON, HUB AND SPIGOT TYPE WITH COMPRESSION PST RELIED VALVE rriNG BY MFR.aP HEATER)T� JOINTS ASTM A 74 OR NO--HUB PIPING NTH COUPLINGS CISPI 301 . 1-- F ( } D3 { } U) ® * WITH I' IF PERMITTED BY LOCAL CODES, SCHEDULE 40 PVC (ASTM D 2665} w SCHEDULE 40 SOCKET-TYPE PIPE FITTINGS ASTM D 3311 MAY BE USED. FULL 51E of VALVE . { } ELECTRIC WATER OUTLET w PV PIPING IN RN AIR PLENUMS. DO NOT INSTALL C ETU DATER SNK-1 2. SLOPE SANITARY WASTE PIPING 2" AND SMALLER AT 1/4" PER FOOT MIN. ry " DRAIN � M N LARGER T 1 PER T MINIMUM.P SANITARY WASTE PIPING 3 AND GE A 8 00 � SLOPE S / ROUTE TEMP.A�7 PRE55.VALVE � OUTLET TO 15 GM Q�FLOOR Q: OP-2 3. WHERE WASTE PIPING IS EXPOSED IN REST ROOM AREAS, PROVIDE CHROME OR TO FLOOR DRAIN [ LAV-4 d- PLATED BRASS PIPING, WITH MATCHING STOPS AND ESCUTCHEONS. PROVIDE o- I - -8 D REMOVABLE TRAPS WITH INTEGRAL CLEAN-OUT PLUG FOR ALL LAVATORIES. `'C - . f�ATER PAN m 4. INSTALL CLEAN-OUTS AT THE BASE OF ALL WASTE STACKS AND EVERY ow _ WG-2 IN PIPING IN CESS OF 45 AND N4 FURTHER THAN 80--0 APART Hrga _I AV- - TURN l THAT PERMITS ACCESS FOR SERVICE WITHOUT DAMAGE TO ELECTRIC WA`T E R HEATER O ETAI L � O Paul -4 51-�,AV- 4 I N A LOCATION T E CE E R-I _2 THE BUILDING OR FINISHED MATERIALS. HOT WATER SUPPLY err HOF-I _ � _1 - � 2 I FIDF 2 H _ - WG-! it LAV-2 LAV-1 MOP- LAV-6 A LAV -5 LA -5 jiummismismanq ru=mmft av"Umm"111h MT mm-=-m& m F Li Z=i L..j Lj I NJ Li SCALE: 1/8"=1 '-0" SCALE: 1/6"= 1 '-0' 2" VTR LAV-a n I —II 22 VTR L M I I`'•J IX—TU LEOENO j 0L MARK DESCRIPTON WASTE VENT TRAP WATER }- caln o � 211 14WC-? WATER OL05ET(ADA) 3" 5EE R15ER OIA6. LWL311 VTR 1 1/211 5NK-2 HLAV-? LAVATORY(ADA) 2' SEE R15ER DIA(5. 1 1/211 1/211 -- I, MOP- 2 LAV-1 311 3f1 VTR 3t1 -? WATER OL05ET SEE R15ER DIAD. 311 VTRn LAV_ 311 FD-4 0 n 11 11 3 UR-? URINAL 3 ..SEE RISER DlA0. 1 11 '' UR-2 LAV— 1. � 3 3 5N —2 �- „ 3 VTR K UR-1 LAV-4 LAV-? LAVATORY 2 SEE R15ER OIAG. 111211 1/211 2" VTR -- 41� n 4" 3 11 4 II II �" � FD-6 3II 1/TR 5NK-? COUNTER SINK 2p SEE RISER DlA�. 1 !/2 1/2 1/2"�I �— I �' li HOF-? DRINKING FOUNTAIN(ADA) 2 SEE R15ER DIAD. 1 1/2 1/29 Ld 411 4 HLAV- 211 VTR II VIG--t F0-2 ` FO-3 6 3 MOP-? Mal' SERVICE 51NK 2" SEE R15ER DIAD. -- 1/211 1/2" HOF-2 311 4�� 4.. « . SNK—I DW-I DISH WASFkER 2 SEE R15ER DlA6. 111211 1/2" I/211 HDF-11) HWG-4 4 n _3 4 HG— 211 311 11 _,�' � Hw -� _{ u 1„IG_2 411 G- 3" VT9 HLAV-2 �_I AV-1 itLAV-6LAV-5 n 3" LAV— I _ I mop-14� HMG 2 `sFU VL� e N LAV-2 3 VTR LAV-1 11 � .I 3 4 #. Fv-5 REASE TRAP-1050 311 311 GALLON GAPAGITY FO-1 �1514511T NuMe1*1ft: 4�eJ\ewed F—i I ED I =mom t==i F-1 IJC— klLzi "ANm t=5 m mmmF41\_mm�NyoorNOT TO SCALE T NOT TO SCALE N O olllllllilllllllllllll 1111111111:111111,11111!1111, LAV WC MOP 1/211SINK � � LL J 3/4" /'" LAV 00 w I < AV N \` -/1 z00 0 IN. 000 0 0 Lo C�7 3/4° I I 6 I .01-10 N I I 4 1 3/4" I 1/2111 1/2'1 1/2" n I 1 ccq 1 iM NH 3/4" .^ I SINK I cr UR LAV '`\ I I 0 1/211 LAY,) I 0 , WG �' �' 0 ` n n ,� 3/4" '`\ 1/2 „ h, 3/4" I 3/4 11 �, 4 / I SCJ 1 3/4 \ 3l � .'\ cn \ EWC 3/4 \ 11\ � w 1/2 , WG WG �N3/4 " 3/4 r 5IN `N\ 3/411 / 5HOHER d u r / 11 UR I/2 1/2" �' 1/2" \ // w 1/2 " > 111 WG WG i ,,- ,/ 3/4 I 0z I" •-� I I�I � 3/411 LAY 1/2 I 3/4" LAY I // 11-1�. I m ENC 11 I11 I / LAV \ I 3/4 1 I rr � V 3/411 3 4n ,- r \3/4" SHOWER �J O i LA �� .,, 1 \ cv 3/411 IAC / I \ I � I , 1/211 I 1 1/2' WG / 1 '�,� � WG r> MCP 1/2"I // i SINK 1 3/4" I 1/2 1/211I 1 3/411 1/2" \ . I/211/^• / 11/211 " I 1/2 ( LAV u /1/211 \ I ,�/ 5HOVEV, I LAV 3/4 I / (` 3/4 -- \ �, I LAV 3/4 -' 11,� I ,," /,` 211 / - 3!4u � loll 1/211 N. 3/4" / 1 ti I/2` I / <11/2111 1/2 2 n 1(1 1/12 I L n \ I 5HOWER \3/411 3/411 2 p \ I 1 211 IL I a LU \lv4zvr 1 t=J F-1 I'04—x I. L.—=i f--i A—\ ral NOT TO SCALE . a w LLJa GREASE "' CALCULATIONS : SINGLE FIXTURE 6REA5E TRAP PER FPC TABLE 1003.3.4.1: FORMULA: GAPAG I TY = LENGTH X WI DTH X DEPTH EACH COMPARTMENT COMPARTMENT OF THE 3-GOMPARTMENT SINK MEA5URE5 21"xib"xl2" ir (21xl(oxl2) _ (5,184 CU. IN) x 3 = 15,5.52 CU. IN. I GALLON = 231 CUBIC INCHES 15,552/231 = b7.33 6ALLON5 v—y4 U5E OF FLOW CONTROL DEVICE REWIRED AT EACH 3-COMPARTMENT SINK TO LIMIT 35GPM FLOW RATE _ 10 POUND GREASE TRAP SHOT A W5?.FZ: e,4.%e w e .L RN ATIO ORAm sy: {MA15 OATM 4-15-06 1. IT R�'1/Sk" 1��4-D8 e U.. o C4 QO (owc) 10' MIN. Z N cl SUPPLY FAN EXHAUST FAN � 6 0 SERVICE D cl Cl INTAKE DISCONNECT U.L. LISTED QO GREASE FAN GREASE COLLECTOR In 705\762 N N 40' MIN. M Q V� � 16 GA ROOF CURD 18' MIN. Z Q FAN INFORMATION LL IIo FAN EXHAUST FAN SUPPLY FAN � UNIT FAN UNIT MODEL # W J J I M FM Np, MODEL TAG C S.P. RPM H.P. 0 VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA 1 NRTP.B-NSAU.2-G12-NCAI6FA NCAI6FA HEF-1 3000 -1,000' 1063 1.000 1 208 7.0 G12 NSAU.2.B MAU-1 2700 0.650' 733 0,750 1 208 6.0 z Z INS 0 20x22 O SUPPLY AIR DUCT---�- QTLY 24x12 W 22 GA GALVANIZED EXHAUST DUCT 3M R f WRAP HEAVY DUTY UNIT3TRU ON ROOF TRUSSES 2H FIRE I 0 CLEARANCE � a, ~ ROOF TOP PACKAGE (NRNP) AE NOTEi SUPPLY FAN IS ETL LISTEDi EXHAUST FAN IS UL LISTED / /X` I THREADED ROD WITH NCAFA SERIES UPBLAST EXHAUST FAN EXHAUST DUCT LU TRANSITION 1JROP CEILING GRID >EXTERNAL DISC DISCONNECT O LaOCATED ON SIRE OF UNIT w A �J CE GALVANIZED I A NOTE, 10 FT. HORIZONTAL CLEARANCE STAINLESS STEEL METAL SHROUD FROM SUPPLY FAN INLET T EXHAUST SUPPLY FAN FAN OUTLET (COMPLIES WITH NEPA 96) 2 HIGH SUPPLY 1.tJ < /// COLLAR CONNECTION i EXHAUST FAN 100W VAPORPROOF 00 INCANDESCENT LIGHT HANGING ANGLE e GALVANIZED TRUNKLfNE m W�� W C p 24 NOM � O F 16 U.L. CLASSIFIED J � BAFFLE-TYPE � O P P� GREASE FILTERS U 9' D Y FAN LAPED GREASE RAIN E D EXHAUST ELECTRICAL DROP SMITH REMOVABLE CUP US SIDE M , V 48 IS VENTED 6 , w 3 CONTINUOUS N 20 GA. ALUMINIZED 73' �d FLASHING G S CONSTRUCTION w PTH R ARE I0 ICED CURBS A E AVAILABLE FOR PITCHED ROOFS. G $ N 4 EXHAUST FAN SUPPLY CURB ADAPTOR 480 MIN L � 4 IF PITCHED � 8 MAX g-z 1. SPECIFY THE PITCH ELECTRICAL DROP Xr/ X� 132 12 EXAMPLEt 4/12 PITCH !i S X oo 2 SPECIFY WHETHER THE RTP IS O I E E IS PARALLEL ROOF OPENING OR PERPENDICULAR TO ROOF PEAK, 3 IF PERPENDICULAR, SPECIFY WHETHER J H O TRUNK INE I AWAY FROM R TOWARD K � J S 0 0 D L , R Y S0. .w • T T THE ROOF PEAK 78 YP, i E Q m EXHAUST DUCT LOCATION L_2 SUPPLY D CT LOCATION --=� EQUIPMENT RAIL G-2 U D I' DlIENSIQNAI� DATA (ALL DIl�NSIQNS IN INCHES) REMOVABLE,OV BLE, PERFORATED RTP EXH AE CE A AA B C D F G H L M N P 0 R S T FILTER OTY BLOWER J K V W X Y MAX WEIGHT EQUIPMENT STAINLESS STEEL PANEL MODEL FAN AND SIZE BY OTHERS NRTPB NCAI6FA 39 1/2 31 ve 36 40 25 35 30 110 32 1/2 14 75 20 32 1/2 28 42 1/2 59 23 6 TWO 0 G-12 13-3/415-7/8 33 1/4 26 1/ N/A N/A 700 LBS 20 x 25 27' _Q KITCHEN HOOD ROOFTOP PACKAGE DETAIL___ NOT TO SCALE KITCHEN HOOD DETAIL � NOT TO SCALE 4 ALA w Q 0 w Ld GENERAL NOTES � 1. EXHAUST DUCT TO BE PROTECTED FROM COMBUSTIBLES PER NFPA 96 AND LOCAL CODES. NOTE: 2. PROVIDE CLEANOUTS IN EXHAUST AIR DUCTS TO ALLOW CLEANING AT ALL BENDS AND HOOD EXHAUST DETA I L5 FOR REFERENGE ONLY FINAL HORIZONTAL RUNS, 3. EXHAUST DUCT TO BE 16 GA. CARBON STEEL. ALL SEAMS AND JOINTS TO HAVE A EGUIPMENT TO BE DETERMINE[) � PROVIDED BY OHNER. LIQUID TIGHT CONTINUOUS EXTERNAL WELD. 4. EXHAUST FAN TO HAVE A MINIMUM OF 10 FEET OF CLEARANCE FROM THE OUTLET TO w ADJACENT BUILDINGS, PROPERTY LINES, AND AIR INTAKES. 5. HOOD TO OVERHANG AND EXTEND OVER COOKING EQUIPMENT 6" IN ALL OPEN SIDES. Ll 6. HOOD SHALL HAVE AN 18" CLEARANCE TO COMBUSTIBLES. :200510 7. HOOD SHALL BE UL LISTED 41E3, UL CLASSIFIED #91G6, NFPA 96. SHEET NUMBER= ¢e iiewed ®RAM BY: MAD F106 t Nfl ATI ®AT11 4-15-06 I. PMMM Rta'1/ISIONS 1-24--06 i Lu I i i OCCUPANCY: 17 PEOPLE OCCUPANCY: 17 PEOPLE OCCUPANCY:AN 9 PEOPLE I 1 _ o 0 I _ o 00 a I R ^ o ^^ HOU BAITED 3-- F.E. 1 _ W— i t1POR5 ft# 465) Q cv 0 o om Lo I 0 00 I CCUPANCY: 7 CCUPANCY: 7 0 { PEOPLE PEOPLE c�N I I OCCUPANCY: 1 PERSON �t OCCUPANCY: 9 PEOPLE o OCCUPANCIY: 274 PEOPLE 0 00 (CHAIRS ON-Y-NOT FIXED) OCCUPANCY: 26 PEOPLE Lo N N EXII NO M I � � I ry 0 I , OCCUPANCY: 29 PEOPLE W I w e a0 -1 J I WH Z f a I Q F.E. OCCUPANCY: 17 PEOPLE OCCUPANCY: � -- OCCUPANCY:21 PEOPLE 12 W I I PEOPLE > 6 F.E. � i [--- R TED CORRIDORS L# 465 m I `� O CUPANCY: 3 PEOPLE OCCUPANCY: 15 PEOPLE OCCUPANCY: 18 PEOPLE OCCUPANCY: 14 PEOPLE t� I I sem. I I-fOUR STAIR 0 J CCUPA / ENCLMRE K 465) O NCV: 14 PEOPLE HOUR STAIR / E RE # NGL 05U L 465 �J ) I I i { I I 0C= C= X 0 0 I a 17-1 c:D I F E• ZI CORRIOOR5 NO 465) Q Q I o o O o LON0 0 o o maw=lmw� I I o! F.E. or OCCUPANCY: 14 PEOPLE o ° ° Will • e { I I I II Q 1 i i it II 1L II i I II I I I I { (DCCUPANCY LOA®. I { I I I { GROUP "A-3" A55EMBLY 65T FLOOR); CROUP "A-3" 5MALL A55EMBLY(2140 FLOOD II I I II P FIRST FLOOR TOTAL: 223 0 I SECOND FLOOR TOTAL: 322 BUILDING TOTAL: 545 jL OCCUPANCY FOR WOR5HIP BA5ED ON 150 1111. 7 F Li I F Z=jm FT FOR CHAIR ONLY SEATINGPER TABLEF 1i1004.1.2. -911 SCALE: 1f8"=1'-0" "Itsi Lmj Li SCALE. 1/8"-1-0 �l ' /V.ZN.L L L-E-CDEEMCDQ- METAL 5TUD5 WITH 6M-1 EACH SIDE E F1 FEE VVI ED L_I E E .�1==E-r,r' "CD-r E PER TABLE 1004, CROUP "E° EDUCATIONAL PER PLAN HOUR RATED METAL STUD FIRE RATED WALL A55EMBLY,ULA 165. 11 I. F.E. DESIGNATES GLA55 "A" SURFACE MOUNTED FIRE EX'TINGl115HER TRAVEL DISTANCE TO L E MA�f(1�M�5 FEET. FIRST FLOOR: METAL STUDS WITH&6-1 EACH 5117E 4 FIF3LA55 WWINSULATIGN 2. ENTIRE BUILOM 15 5PRINKLEREO WITH WET PIPE 5Y5TEM,PER NFPA 13, IcIcIcl EDITION. SEE FIRE PROTECTION PLANS. 330 0 .2" = 5'--6" MIN.CORRIDOR WIDTH 61-4" MIN. E 117 C E CD®F=l Il 6- GQNGRETE MASONRY UNITS WITH 145 PERT. i FILLED CELLS a 46" 0.(,. 3, MAXIMUM ALLOWABLE TRAVEL DISTANCE IS 200 FEET PER 2004 FLORIDA II II PER TABLE 104.2.4, CROUP A�-3 A55EMBLY BUILDING CODE FOR TYPE 11 NNPROTECTED,"INKLERED) CON5TRUCTION. SECOND FLOOR: ba GOWAR,ETE MASONRY UNITS WITH I451fERT. 4 FILLED f.aLS 0 4bu O.G. AND I VZ"METAL FIRING t HANNEL5 AT 16"O.G.WITH EH3-1 4. 5EE ELECTRICAL POWER PLANS FOR FIRE ALARM DEVICE LOCATIONS. CORRIDOR WIDTH: 253 0 .2' = 4'-21/2" I-2112" 61-0" MIN. MINIMUM FIRE RESISTANCE RATING:I' 11��STAIR WIDTH: 253 ,3 - 6-4 5-0 MIN. 5PRINKLERED - 1 HOUR K# �b5) � �e t Aig k SH911T NUMMR: RNA-f\ �^ DRAM SY: MA15 2�6 OATE-. 4-10-06 i I MWA 0 9102 V mill 1610 F I SEROL �5 Yet DECOR. GOLD i� -51 I 34 OVER 5TR1CI AL COLUMN I ID A A I I F a (K1 Ibf ., TOP OF FINI5D FLOOR I I 1 TYPICAL I I I UMN I I -., ++o.w, �, ..: .�.� .Mr.. ...+..--+rte air. : --- - = = PEDETAIL,SEE METAL. NJ Fla. L_ CONO. CURD tT BUILDING SWP DRAS�t�5 b L .I_ 1 1 NO 3 � -' FOR L�ASEPLATE DETAILS I 5' " ' . TOP OF FINI5HW FLOOR OP OR 10, 6-0" x 6'-0"SONG. FQOTING — /\` /' - \W(7 FA►. HAY LL Ir I — --- -- - --- _ -- - _ _ _ -- ` Aft V/ WINES TYPICAL I T1�I�IGAIL a � I CO C, PIER DETAIL. X000.ISI 4" CONCRETE FLOOI SLAB � � - i�liTH IERMEI REINI=fRGINf +71/ER A�L :, I41� I, Q1� 4`1 LiGFfTf�IEGHT CNGRET FLOOR 4 61-0 b MIL Yi EEN OVER WMPA�'TEED 4 61_/1" SLAB OVER METAL DECK PANEL I TREA D FILL -SEE CIVIL QRMNGS (TYPICAL) CAL F FINISH rLOOR ELEVATION T�fPIG I I n I I — — — ---�---- _ __��____ — .. I _ - I IMOM L_ I— J I . I J 6 MIL VISaEEN \\� f 71 #5 'BERT. vj AT 32" 0.6. /%/� X,�,�\\/ WiTF� FILLED 50L(t� /\� \j CELLS(TYPIGA�L,J \\ cn " --#1 HAI ,PIN(6 EOV � " lw FILL WTH COMPACTIBLE FILL - SEE DET. H/SI #5 VERT. AT 2 O.G. CO AgGT TO 45% OF MAXIMUM WfTI�f FILLED SOLID DENSfTY A5 DEFINED 8Y THE III GELD(TYPICAL)I MOC�IEIED PROCTOR I TYPICAL TYPICAL -- g 8"CM BLO%, CSL —` S I I ( '-3e i _ I J fill #5 AT 12N OAC, E.W. �^`-�"' o t _ t -- :- (/6" XII/2" DEP 5AJ�1 GUT 1 " LL 6'-bw 6'_61' CONTE A- JOIN (TYPICAL) T',�`P AIL � 5EE DTAI L 6/51 \ \ \ \ \ . \ PC / / / r'' / N FO I I . 5 IR L 4 V s EL A Oil cy ELEV. PIT iri m q'-3" � �- ! 41-0" I I�' y � I I � B.f=,F.— � i I I � r I TYPICAL ELEVATOR IT DETAIL dJ I fill -- 'I SALE: � „ (' 011 - — _-__ _ _ -- ----- -- — e*t000 02 . . I I , _ I = I = L - ,� A TYPICAL dol A TYPICAL 23'-6' I7'-8' 23'..x" . • I I i SEE 131 MFGR, PLANS FOR BASE PLATE 51ZE 231-611 I ' 6" 231_611 10 - lo f°r D G �t a"V CN 221„53" ' 1� 3" 24-O I7-O _ 2 Faimmi . 65,x" -- 4-6 _6" �i 6 MIL V15G�t . 4 -_ AONO Iarimi IT ERr `5 AT 12 O.G.EACH L _._ . J 4 ` MY TOS' AND BOTTOM � GONCr. PEDESTAL, 1w t, TYPICAL SCALE=: 1/e'1= .� 1-011 �( • //.�//` FILL HT4 COMP TIBLE FILL - L ' .L�" 141,41 Z-1-4r = SEE PLAN COMPACT TO q9 OF MACIMUM NINNINi tt� OEN5ITY AS DEFDIED BY THE (�4) 651 " MODIFIED PROCTOR all - INTERIOR OLIJMI'� FOOTING ` ALE: /4'" V-0" SCALE: 1/8 �' w0 G R, OW6. FOR ANCHOR CIS— ACV GOA BA,� Q SEE(31-06. , i� v BMT' LOCATION MQ 512E -. :. 2-#5 TOP 2- '! TOP 6x6xI0/I0 W.I .F. , . AT' i�2"O.G. I/$" WIDE x I II2'" DEEP SAW • T WITH Al WET BLADE Will I_" TOP SAME DAY ON EARLY POUR _ . 4" G{ GRETE SLA$ FI T THING XT O R5 NF II _ (TYPICAL). . _ I'�ORNIN�ON LAS POUR 245 BOTTOM eviewed 6 MIL VAWUEE t # TIES - 6 1 MIL V15WEEN e Q . . 5ET5 0, O c'. = w. n / „ 6 MIL 15QUEEI� _ /• 1 °d- p TT TI AT 36 f�'.G. 2ot 'RJ OM �3 E5 T I O `.- \• 2Y05 �30TTOM \ �' � \, . � COMPACTIBLE / ,/ 4/ / / / // // / n FILL NTH FILL - /.• /�., ✓�// r /i , /�//' // 'r // \/\�''\ • I GOMPAIGT TO 145%OF MAXIKH lo SILL WITH COMPACTIBLE DILL - \\.\\ \\,`\\�\�\\ \\ \\ FILL HI COMPACTIBLEFILL - / // AT i 11 O.G. '/� /�'.//. _ DEN51TY AS DEFINED BY T14E C:OMPAI�TED � 'T�EATEI2 C MPAICT TO a5 i_OF MAXIMUM COMPACT' TO a ►OF MA.XINIUM m SEE PLAN � �?ETAIL� MOPP IED PR XTOR FILL x596 MOPIrI O FOR FTG GIZ � REIN. P'ROGTOR MAX CORY SHdaT NUMMR: V' f�.` " tNSfTY AS DEf=lt�ED BY THE 6'-Gt" C�ENSiT1r' AS DE�I��IED BY THE m MODIFIED PROCTOR S�ODIFIEf2 PROOTOR ON SHEET "51" DENSITY (A15TM!�� 1557) . I ST I i PROJECT NO. 3009 C 4� LLJ M I\I h CTI I\I C T` P. WALK TURN Cr CORNER I 1 I'I\I � 0I �T'AIL CONTROL J INT O TAIL LEY ANG f�E�.R'NG, INC.; TyP. SLAB TURN DOWN /rB . , c 4 7 55731. 4 4y 72L-1Str3 •• STANLEY ..: _ _ I�`�. 540 `� • 3�4 — I' O° 1` , ` p 1 II 7820 ��LTGN ��tP�ESSWAY, SU ii _ i 11 �,� 11 SALE: 3/4 I 0 ALE. �/"4 �- 0 1 $G_ ,BAC S�NV+fLL� �'I,�RI•DA �cil l 56ALE: 3/4 - I -0 SALE. 3/4 - � Ot 4A N Y: MAID l N WMA.N,t. STANLEY, P.E. : a .t\ 4 2 BUILDER / CONTRACTOR RESPONSIBILITIES BUILDING DESCRIPTION: GENERAL NOTES FNDwAII FRAME TYPE _ BASIC SIZE: WIDTH LENGTH HEIGHT ROOF PITCH LEFT RIGHT IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS BLDG. A 65-0 100'-0" 32'-0') 4:12 MAIN FRAME MAIN FRAME COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE BLDG. "B" 15'-4 1/2" 22'-0" 16'-O" 4:12 MAIN FRAME ALSE RAFTE THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCH PROFESSIONAL FOR A CONSTRUCTION PROJECT. RAN CIVIL OR STRUCTURAL ENGINEER. BLDG. "C' 17'-8" 1 T-8" 44'-6" 1:12 MAIN FRAME MAIN FRAME THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS MEIBBUILDING DINIS DESIGNEDWITH MEAL NG OG PANY WILL STETLCBUILDING RESPONSIBILITY COMPANY'SNDARD YLOTAPRACTICES WHICH ARE BASEDDINDICATED. REQUIRED. THIS MEAL. APPROVAL OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. WAR._NINA_IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER, BOTH LEAD AND CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION GALVALUME STEEL PANELS, EVEN RUN-OFF FROM COPPER FLASHING, WIRING, OR TUBING ON TOHGALAREVALUMEEDSHOULDNBTACT WITH E AVOIDED, WHERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER OF STRUCTURAL STEEL FOR BUILDINGS" BASE CONDITION: SHEETING: BLANKET TYPE INSULATION: TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) 2, AMERICAN IRON AND STEEL INSTITUTE "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL NO SHEETING RECESS 24 Ca BATTENLOK-GLMPLUS ROOF NONE= BY MANUFACTURER� BY OTHERS Cx] ROOF M WALL M UL-25171 DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY MEMBERS" METALLIC BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN BASE d W/BASE FLASH 24 Go PBR-SNOW WHITE WALLSELF DRILLING SCREWS # - METALLIC BUILDING COMPANY'S ENGINEERS UNLESS SPECIFICALLY INDICATED. ZINC CAPPED - 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. TAPE SEAL: ** TRIM: (1/8"POP RIVETS AT SPLICES) MEMBER ROOF( ** ) STITCH ROOF( ** ) ANCHOR BOLTS - HE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK 1N COMPLIANCE WITH 3/$"D 26 c� SNOW WHITE METALLIC BUILDING COMPANY'S "FOR CONSTRUCTION" DRAWINGS. RAKE MEMBER WALL(Long Life Self Drilling) STITCH WALL( # 14 x ) BY OTHERS PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" 1" D 2s SNOW WHITE SAVE RAKE TO ROOF: *+ x RAKE TO WALL: *• CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN WARRANTIES 26 G3 SNOW WHITE GUTTER GUTTER TO ROOF: ** BY BUILDING WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, 5• INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" GUTTER STRAPS: ** MANUFACTURER IF A DEFECT IS OF SUCH A NATURE THAT U.L. 90 YES - 26 Ga SNOW WHITE DOWNS. CORNER TRIM: STITCH RAKE ANGLE: ** �� REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS 20 YR ROOF YES - 26 Go SNOW WHITE CORNER PRIMARY: BRED =GRAY OGALV. K CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER 20 YR WALL YES - 26 Go SNOW WHITE Acc£ss SECONDARY: BRED OGRAY (�GALV. OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE 7• BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "SOCA NATIONAL BUILDING CODE" - NOTE SOFFIT PANELS AT CANOPY & PURLIN EXTENSION TO BE 24Go ARTISAN W/ 2 BEADS WHITE SMOOTH MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. ** = _ IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT 8. NATIONAL BUILDING CODE OF CANADA, SEE BATTENLOK MANUAL THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF 9. INTERNATIONAL BUILDING CODE IBC METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND t METALLIC BUILDING LOADS WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION, THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND OT INDICATED AND APPLIED AS REQUIRED LOADS INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. HER PRIMARY Q RED BY FLORIDA 2004 STRUCTURAL EXCLUSIVE OF COLD-FORMED SECTIONS CONFORM TO ASTM-A529 OR A-572 . FLANGES WITH THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL D AMING AND COVERING PARTS - TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED _ THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESS FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD DOORS, WINDOWS, LOUVERS T ACCESSORY ITEMS SUCH AS TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST POINT OF 50,000 psi. FLANGES WITH THICKNESS OF 2" 1 WIDTH OR LESS AND A WIDTH GREATER THAN 12" CONFORM PARTS OFT PROVIDED T PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, TO 136 WITH A MINIMUM YIELD POINT OF 42,000 psi. WEB MATERIAL CONFORMS TO ASTM-A36 MODIFIED WITH A MECHANICAL HEQU PMENT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY MINIMUM YIELD POINT OF 46,000 psi. OR ASTM-A1011 GR 50. AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURERS DESIGN MANUAL, THE (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO AST,'_,�-A53 TYPE E, GRADE; B WITH A MINIMUM YIELD POINT ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. OF 35,000 psi. THE CONTRACTOR AND/OR ENGINEER OF RECORD 1S TO CONFIRM THAT DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM-A992 THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE WITH A MINIMUM YIELD POINT OF 50,000 psi. - ROOF DFA I CAD 2.5 PSF (PURLIN & PANELS) DRAWING INDEX GR DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND/OR ICE AT ALL TIMES TO ENSURE MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM A1011 COI I ATFRAI DEAD I O PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY ADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. AD 7.00 PSF ISSUE PAGE DESCRIPTION IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM-A792 GRADES 50 OR 80 WITH ROOF LIVE LOAD AS MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE 1 Cl of 1 COVER SHEET AN ALTERNATIVE. MATERIAL IS 55% ALUMINUM-ZINC ALLOY IN ACCORDANCE WITH AZ55 FOR UNPAINTED OR AZ50 FOR PAINTED BASED ON TRIBUTARY AREAS: SPECIFICATIONS. _-_--_ 0 - 200 SQ. FT. 20 PSF PRODUCT CERTIFICATIONS CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. 201 - 600 SO, FT. ------ PER ? EQUATION 16-6 0 ES-1 INSTALLATION PROCEDURES ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. OVER 600 SQ. FT. ------ 12 PSF STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH EOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE 1 F1 of 3 ANCHOR BOLT PLAN 20. A „ 0 PSF ASSEMBLED AND THE FASTENER S SECONDARY METALLICS TIGHTENED _ ( E ED IN ACCORDANCE WITH "TURN-OF-NUT" :METHOD AS DESCRIBED 1N THE ) o f2 of 3 BASE� DETAILS BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS 11-13-85 , UNLESS OTHERWISE 12 20 PSF ( PRIMARY ) 0 f3 of 3 REACTIONS METALLIC BUILDING COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING ( ) )(REDUCIBLE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UPd;"ESS OTHERWISE NOTED. CERTIFICATIONS: ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE GROUND-SNOW I OAD 0,00 PSF (Partially Exposed) CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP-636. ROOF SNOW I OAn PSF o E1 of 11 ROOF FRAMING PLAN 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO. FA-337 SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE STIPULATED OTHERWISE IN THE CONTRACTOR UNLESS WIND LOAD 0 E2 of 11 0 F N P CONTRACT. 120 MPH, EXPOSURE B (Enclosed) _ 2. SBCCI COMPLIANCE REPORT N0. 9461A SEISMIC 1 E3 of 11 2ND FLOOR FRAMING PLAN TIO IO 3. AISC METAL BUILDING CERTIFICATION PROGRAM Use Group 1 0 E4 of 11 A SAFETY Basic Structural System - o E5 of 11 ENDWALL ELEVATION 4. x Ordinary Moment Resisting Frame 0 E6 to 11 EW ELEVATION&FRAME CROSS SECTION CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION N0. 164) COMMITMENT Site Class D Design Category C Ordinary Braced Frame 5. WISCONSIN PRODUCT APPROVAL NUMBER 200231-M 1 E7 to 11 FRAME CROSS SECTION Ss = 207 ,S i = 10% 1 E8_0F1 1 FRAME CROSS SECTION METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE 0 E9 OF 11 FRAME CROSS SECTION 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF :THE ERECTOR ARE BEYOND IMPORTANCF FACTORS CONTROL OF METALLIC BUILDING COMPANY. E OND THE 1 E10 OF 11 FRAME CROSS SECTION 7. CITY OF LOS ANGELES CALIFORNIA APPROVED WIND - TYPE 1 FABRICATOR {LA#1604) IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES 8E THE TOP LOAD 1.0 . 1 E11 OF 11 FRAME CROSS SECTION PRIORITY OF ANY JOB SITE. SNOW LOAD 1.0 8. CANADIAN WELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX)) WOLOCAL, STATE RKER SAFETY.AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE SEISMIC LOAD 1.0 9. TEXAS DEPT. OF INSURANCE PRODUCT EVALUATION RC-15 MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. o NS-I -NS-7 STANDARD DETAILS EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. 2ND FI OOR I OAn� DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER APPROVAL NOTES SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDL AD 100.00 PSF DEAD LOAD 50.0 INC 0 'PSF SF L AND SAFETY NETS WHERE APPLICABLE, o W-1 WELD S - ARE RECOMMENDED. HEFT SPFCIA LOAD (ONE) 2500# STEEPLE ON TOP OF BUILDING "C" THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGSFOR PURPOSES OF DETERMINING LIFT REQUIREMENTS, NO BUNDLE SUPPLIED BY NCI W ARE USED AS APPROVAL DRAWINGS: ILL EXCEED 4,000 POUNDS. FOR FURTHER INFORMATION ALSO REFERENCE THE BILL OF MATERIALS FOR INDIVIDUAL A IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: MEMBER WEIGHTS OF OTHER STRUCTURAL MEMBERS. IF ADDITIONAL (FORMATION IS REQUIRED CONTACT 1) BE MADE IN CONTRASTING INK. THE CUSTOMER SERVICE DEPARTMENT AT 800-777-9378. 3) HAVE ALL INSTANCES OF CHANGE F►F� ARI Y INDICATED. 2) BE LEGIBLE AND UNAMBIGUOUS. - B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. • k _MN FAII�INTENSITY IS FO AI T 1b IN HF PFR HOAR FORA 5 MIN DURATION (5 YEAR MFAN RECURRENCF) C) MANUFACTURER RESERVES THE RIGHT TO RE-SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. DRAWING STATUS Issue Date Description BY CK'D E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE • • • The engineer ah a seal a .e CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS p pr For Approval: A 12/12/05 FOR APPROVAL MM KI tY1�tnllEs i�ereon is not oft en i e CiV� �� ( 9ne r f - SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE These drawings,being For Approval,are by definition not final,and are for conceptual 6 � COMP � recrrd for the ro . DOCUMENTATION. MANUFACTURER RECOGNIZE B 2 22 06 e II ect / / FOR PERMIT 1 J S THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING representation only.Their purpose is to confirm proper interpretation of the project MM KI 7301 FAIRVIEW•HOUSTJN, TEXAS •P.O. 80X 40338 APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER documents. Only drawings issued'For Erector Installation"can be considered as 0 5/24/06 FOR ERECTOR INSTALLATION TRS TL ZIP 77041 (713) 466-7788 ZIP 77240 complete. DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH 1 7/25/06 REVISED FOR ERECTOR INSTALLATION TRS TL Project: NEW FRIENDSHIP MISSIONARY RAPT. � i� USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO Customer: PRE-ENGINEERED STEEL INC. MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE For Construction Permit Owner:NEW FRl HIP MISSIONARY BAPT. , CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE _ DRAWING NOTES, -1 AND WILL NOT AL Location:A TER THE ATLANTIC BEACH 3 - , FL 2233 CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITSx CUSTOMER. For Erector Installation CAD Date Scale Phase Building ID Job Number Sheet Number Issue N.T.S. A-R 0605-227086 c-t 1 wed x. TSR N A�\0�� . .....-._.. -- . ... ..... .......-..... .... - .-.... . . ._.... ....... .. ... . ... . -. 32" 1/3 113 1/3 (1) FAST. #4 SCREW AT SIDELAPS 2'-6" O.C. EDGE ANGLE(PM-4 3" THK CONC. SLAB (BY OTHERS) 2 3 4 5 3" THICK CONC. 26 Ga. "D" DECK (NOT BY MBC) 16'-11" 16'-11' TOP OF CONC. 4-0 100'-0" 0/0 OF TOP OF CONC. *' STEEL 25'-0" 25'-0" 25'-0" 25'-0" SCREW LAYOUT FOR DECKING 26 Go. "D" DECK 22'-6" (FASTNER # 6A) SCREWS TO JOIST EQ EQ EQ 2" 1111/4 MB-20 d �-- PC-24 1 –1 PM-5 DETAIL–A e,li�-3» BAR JOIST SYS. `– _ MB-17__ __X16-_ 1 - ( ) MB-21 I (PER JOISTS ACING SCREW 2ND FLOOR BEAM P3 1 1 1 "D" TYPICAL N 32' T-- -- — 12 -- — _ -- -- — -- -- -- -- — 1 , 11 Z:r 3 °'2 J-2 W2 \ 1 I — 1 , DETAIL 'A' SECTION'13' ' mm ko6 �[ PM-4wJ_15 1 ' i a _3 CONIC. EDGE ANGLE PM 5B-2 – I0 26 Ga. 'b" DECK 3" CONC, 26 Ga. "D" DECK I , I J-4 1 03 ;r, PM –4 2 N J-1 _ V-I I FLOOR J-4 PM-4 N STOP OF CONC.00 1 2.5VS8 IFOR BLI TYP, AS SHOWN Ld Q <V3 I I _� G'' J-1 ( B•8 2" BAR JOIST SYS. n V) PM-5 I 1 1 i ,° j ( J ( I LO N BAR JOIST SYS. �C I:MCC 1— 2ND FLOOR BEAM ' 2ND FLOOR SEAM rri � i� I m p J— I � N -oo r`. –-- 0 J-13 m� 1 'NN 1 �,, Q •N- .N� J-7 I i I � o r PM-4 8 PM-5 I 1 ;�I I I p�� C� �m� I I �m� I iip� .n o LO i o J-14 7 4 SECTION 'C' SECTION 'D' Lo to- 1 I 1 I J 4 1 � I "B" , 10 I P1–22 0-3 N C. 10 PC-22 10 PC-22 PC-23 I a STIFF. (NS/FS) J-3 .O.C. P1 J-8 N. .C. P2 Ig 3 SEE TABLE 1 –72 OFx) ROWS J-9 {N. .C.) I – J= C – –�tJ=31b, – – –--�–– _ 1. – 1 t 134 A325 °° 3 I I \ = 1 1 3 I I I _ 'n SHEAR PLAT I , � i - E E d – 5 o c (SEE TABLE FOR N1 - 1 1. N ^M THICKNESS & BOLT)m I m �z B-2 N -17 m- J-16 6" MB-15 � 00 � c� PM-4 6 1 I 4 I 1 3 I I ,n PM-4 7 \ v I® I I I m' � I (b 1 d I® - - J-2 ��,• , 3 _WB _ J 3/8" STIFF. MB-21 1 1 -17-- - » „ MB-16 d –– –– --1 J� j (NS & FS) ' JL 5 16 ANGLE 1 1 1 D 1 DETAIL-8 ��J ; CUP • (TYPICAL) N 2ND FLOOR I ' 2-N D E O R FR A M I N IV P AI F.B. TO JOIST CLOSEST = FLANGE BRACE FIELD WORK DECKING PLAN i i TO THIS POINT FROM PM-4 SEE NS293 AND 26 Ga. "D" DECK NS293A. (TYP. AS SHOWN) DETAIL 'B' sECTION STABILIZER PLATES ARE TO BE FIELD LOCATED AND WELDED AT J-3, J-8 & J-9 BAR JOIST. PIPE COLUMN SIZES & CONNECTIONS USE: OP-107 @ LINES 3,4 & 5 COL. SIZE REACTION BASE TOP OP-108 ® LINES 6 OP-109 @ LINES 2 P1 10 3/4" 0 X 0.325 130 k (4) 1" 0 A.BOLTS, 1" B. EE 4 1" A325 BOT " L S 1 AP ( ) C PL., 3 4 STIFF SEE NS 901 & / NS 901A P2 6 5/8" 0 X 0.188 44 k (4) 34" 0 A.BOLTS, �" B. P_ (4) 34" A325 BOLTS, 12" CAP PL., 3/8" STIFF P3 6 5/8" 0 X 0.188 10 k (4) 34" 0 A,BOLTS, B. 12 (4) 5/8" A325 BOLTS, 12" CAP PL., 3/8" STIF BOLT J-3, J-8 & J-9 BAR JOIST TO BEAMS 2ND FLOOR BEAM 2ND FLOOR BEAM WITH (2)1/2 x 2" A307 (FULL THREADS) BOLTS TABLE FOR BEAM SIZES & END CONNECTIONS FLOOR BEAM BEAM SIZES END REACTION (3) 3/4" x 1 3/4" A325 BOLTS 1/2" STIFFENER » B-1 W12 x 16 6k (3) 3/4"0 x 134 A325 BOLTS (3) 3/4"0 x 134 A325 BOLTS O– (3) 7/8" x 1 3/4" A325 BOLTS (NS/FS) 3/8 STIFFENER W/ 3/8" SHEAR PLATES W/ 3/8" SHEAR PLATES (NS/FS) B-2 W12 x 26 7k / 16k (3) 7/8"0 x 134 A325 BOLTS (3) 7/8"0 x 134 A325 BOLTS O– (6) 3/4" x 1 3/4" A325 BOLTS W/ 3/8" SHEAR PLATES W/ 3/8" SHEAR PLATES �– (6) 3/4" x 2" A325 BOLTS JL5/16" ANGLE W B-3 W14 x 38 22k / 30k (3) ROWS 3/4"0 x 134 A325 BOLTS (3) ROWS 3/4"0 x 11 A325 BOLTS / (3) ROWS W/ 2L x 5/16" THK. ANGLES W/ 2L x 5/16" THK. ANGLES O– (4) 3/4" x 2" A325 BOLTS OF 3/4"0 A325 BOLTS B-4 W14 x 38 32k (3) ROWS 3/4"0 x 134 A325 BOLTS (3) ROWS 3/4"0 x 134 A325 BOLTS ©– (10) 3/4" x 2" A325 BOLTS W/ 2L x 5/16" THK. ANGLES W/ 2L x 5/16" THK. ANGLES B-5 W14 x 38 20k O– (8) 3/4" x 2" & (2) 3/4" x 1 3/4" A325 BOLTS IL 3/8" ANGLE W/ (9) ROWS (4) 3/4' x 2' A325, 1/2" CAP PL. (3) ROWS 3/4'0 x 134 A325 BOLTS 3/8" STIFF. (NS/FS) W/ 2L x 5/16" THK. ANGLES O– (4) 3/4" x 2" A325 BOLTS OF 3/4"0 A325 BOLTS # B-6 W12 x 26 12k � IL (4) 5/8" x 1 3/4 A325, 1/2" CAP PL. (3) 3/4'0 x 134 A325 BOLTS ®– (18) 3/4" x 2" A325 BOLTS DETAIL—A 3/8" STIFF. (NS/FS) W/ 3/8" SHEAR PLATES DETAIL—B B-7 W18 x 35 24k (5) ROWS 3/4"0 x 2" A325 BOLTS (5) ROWS 3/4"0 x(Z)A325 BOLTS 10 – (4) 1" x 3" A325 BOLTS W/ 2L x 5/16" THK. ANGLES W/ 2L x 5/16" THK. ANGLES 11 – (6) 3/4" x 2" & (4) 3/4 x 1 1/2 A325 BOLTS B-8 W12 x 22. 16k (3) ROWS 3/4"0 x 2" A325 BOLTS (3) ROWS "3/4"0 x 2 A325 BOLTS / @– (4) 5/8" x 1 3/4" A325 BOLTS W/ 2L x 5/16" THK. ANGLES W/ 2L x 5/16" THK. ANGLES JUL �o�� 8-9 W16 x 40 20k / 7k (4) ROWS 3/4"0 x 2" A325 BOLTS (4) ROWS 3/4"0 x 2" A325 BOLTS 13 – (8) 3/4" x 2" A325 BOLTS W/ 2L x 3/8" THK. ANGLES W/ 2L x 3/8" THK. ANGLES 2ND FLOOR JOISTS 8-10 W16 x 26 22k (4) ROWS 3/4"0 x 2" A325 BOLTS (4) ROWS 3/4"0 x 2" A325 BOLTS DL = 50 PSF DRAWING STATUS Issue Dote Description BY CK'D • • •A The engineer wh a seal appears W/ 2L x 5/16" THK. ANGLES W/ 2L x 5/16" THK. ANGLES LL = 100 PSF D For Approval: A 12/12/05 FOR APPROVAL MM KI ! �►�� building company hereon is not engineer of B-11 W12 x 19 5k (2) ROWS 3/4"0 x 2 A325 BOLTS 2 ROWS 3 4"0 x 2 A325 BOLTS record for the o roll pr 'ct ( ) / TOTAL = 150 PSF These drawings,being For Approval,are by definition not final, and are for conceptual 8' 2/22/06 FOR PERMIT MM KI W/ 2L x 5/16" THK. ANGLES W/ 2L x 5/16" THK, ANGLES representation only. Their purpose is to confirm proper interpretation of the project 7301 FAIRVIEW •HOUSTON, TEXAS •P.O. BOX 4D338 documents.Only drawings issued "For Erector Installation"can be considered as 0 5/24/06 FOR ERECTOR INSTALLATION TRS TL ZIP 77041 (713) 466-7788 ZIP 77240 B-12 3/8 x 40" WEB 100k (4) 1"x 3" A325, 1" CAP PL. (9) ROWS 3/4"0 x 2" A325 BOLTS 2ND FLOOR BEAMS complete. 3/4" x 12" FLGS 3/4" STIFF. (NS/FS) W/ 2L x 3/8" THK. ANGLES OL = 50 PSF p 1 1/25/06 REVISED FOR ERECTOR INSTALLATION TRS TL Project: NEW FRIENDSHIP MISSIONARY BAPT. b ® r .00 111 LL = 100 PSF E] For Construction Permit Customer: PRE–ENGINEERED STEEL INC. Owner:NE IENDSHIP MISSIONARY BAPT. TOTAL = 150 PSF Location:ATLANTIC BEACH,FL 32233 EX For Erector Installation CAD Date Scale Phase Building ED Job Number Sheet Number issue N.T.S. – – A– B C 0605 2 27086 E3 of 11 t MEMBER DATA Column data is listed from Base to Eave Rafter data is listed from Eave to Ridge (High Side) 1-7 3/4 1-7 3/4 Mark Outside Flange Web Inside Flange 1-2 1/4 1-2 1/4 0-3 15/16 1''q 1`4" 0-3 15/16 Col (RC-85) 1/2 x 8 1/4 x 24 1/2 x 8 12 " � 12 4 3q,.� 1�$ ! � 1',7 4 1,` Col (RC-89) 1/2 x 10 x 20-0 5/16 x 24 x 20-0 1/2 x 10 x 20-0 2 -t d_ `� 1/2 x 10 1/4 x 24 1/2 x 10 o r o o ^ \ 4�3 1/8„ / �9p Raf (RR-87) 1/4 x 8 1/4 x 48 to 30 1/4 x 8 do `x26 w 24 6 ,� � 1/4 x 8 x 10-0 3/16 x 30 x 10-0 1/4 x 8 x 10-0 �0 i co 1/4 x 8 x 10-0 3/16 x 30 x 10-0 1/4 x 8 x 10-0 1� 1,'�" �(� �p R �� p N^ ,! 32" Raf (RR-91) 1/4 x 8 1/4 x 48 to 30 1/4 x 8 1 © 2kca a o w f( X 264 1°,�„ 1',��, 1/4 x 8 x 10-0 3/16 x 30 x 10-0 1/4 x 8 x 10-0 q" o RR-91 3 1/4x8x10-0 3/16x30x10-0 1/4x8x10-0 RR-87 g °` T�� 10 "fix 2 1 "C/E1" s co I I m �; (16) g Ox 2 1/2 A325 BOLTS ( ) 3 4 4 A325 BOLTS/ "C/E1" W/ P W/ P I I t ��\ �� ANTI-ROLL CLIP I I TYPICAL00 I NOTE: I d Flange Brace One Side I C I of The Frame Only U.N. I o I A (N.S. & F.S.) FA-4104 -HI I FA-4104 CD j 14'-6 1/2 7 �, 3/16" GUSSET x "' I I 3/16" GUSSET AO KNEE CONNECTION DETAIL B PEAK CONNECTION DETAIL V) , I O w o = a — — — — �" TOP OF CONC. SLAB 16'-11" a I w — — — — — — — J - B-7 {MB-6 w — B-10 MB-7 I B-9 MB-9 FA 4104 a- < FA 4104 v l m I J " I � I I � N I I Lo � o M d m LO U O 1 1 w l o w l I M d U I LJ_ I I C) I z Z U I " d \ J I N rr N :D I N 01 FA- 104 i o \ w I FA- 104 o l w0 I p v _J _ I _JI '- < I Tri-Beod w I 1" 3/4" Tape Sealant HW-504 w I II `� I at ## Finished Floor I I ;� Rake Trim stenerO.C. SF-104 Roof Panel 8 1/431 8 1/4" 24'-0» 17'-0" " 24'-0" \-LowRoke Support H W7712 2'-9 1/4" 59-5 1/2" 2'-9 1/4: /4' Fastener#5 at 24" O.C. Rake Chnl (PM-1) 1-6 65-0" 0/0 OF STEEL1_6 Rake Slide canopy cano : BFL115-122 P,Y 0- Fastener Fastener o A B (By Others) D Stucco (By Others) FRAME CROSS SECTION AT LINE 2- SECTON 'Y' ( REF SHT E2 E6 ) JUL 2 F2006 DRAWING STATUS Issue Date Description BY CK'D • • • The engineer cse seo; appears A: 12/12/05 FOR APPROVAL MM KI atallic building compan hereon is no he g For Approval: Eum � en ineer f record fur tie overall ect These drawings,being For Approval, are b definition no f G 1 9 9 PP Y t final,and are for conceptual B 2/22/06 FOR PERMIT MM KI 7301 FAIRVIEW HOUSTON, TEXAS •P.O. BOX 40338 representation only. Their purpose is to confirm proper interpretation of the project O 5/24/06 FOR ERECTOR INSTALLATION TRS TL ZIP 77041 (713) 466-7788 ZIP 77240 documents.Only drawings issued'For Erector Installation"can be considered as complete. 1; 7/25/06 REVISED FOR ERECTOR INSTALLATION TRS TL Project: NEW FRIENDSHIP MISSIONARY RAPT. For Construction Permit Customer: PRE—ENGINEERED STEEL INC. Owner:NEW FRIEN16SHIP MISSIONARY RAPT. Location:ATLANTIC BEACH,Ft 32233 — XD For Erector Installation CAD Date Scale Phase Building ID Job Number Sheet Number Issue N.T.S. A—B—C 0605-227086 E7 of 11 1 I i 1 _ 1 MEMBER DATA Column data is listed from Base to Eave Rafter data is listed from Eave to Ridge (High Side) Mark Outside Flange Web Inside Flange Col (RC-77) 1/2 x 8 1/4 x 24 --------- - 1/2 x 8 Col (RC-81) 1/2 x 10 x 20-0 5/16 x 24 x 20-0 1/2 x 10 x 20-0 12 1-8 1-8 12 1/2 x 10 1/4 x 24 1/2 x 10 41 1-2 1-2 1 4 Raf (RR-79) 1/4 x 8 1 4 x 48 to 30 / / 1/4 x 8 0-3 15 16 �'-� 1 0-3 15/16 1/4 x 8 x 10-0 3/16x 30 x 10-0 1 4 x 8 x 10- ' / 0 -3 1($ �" 4 34; 1/4 x 8 x 10-0 3/16 x 30 x 10-0 1/4 x 8 x 10-0 Raf (RR-88) 1/4x8 1/4x48to30 1/4x8 1/4 x 8 x 10-0 3/16 x 30 x 10-0 1 4 _ x 8 x 6 1 O 0 , 1 l / EATreN(0 3,T �s/rs 1/4 x 8 x 10-0 3/16 x 30 x 10-0 1/4 x 8 x 10-0 (16) 78"bx 2 1/2 A325 BOLTS (10) 34"Ox 2 1 4 A325 B 0 P � tr' /� ' 2k� �p ) - o� ANF4S X ,\3z W/ �„ P W/ BOLTS CD RR-79 ti RR-83 �m o ti � B � - m � /E1" ANTI-ROLL•CLIP 12 STIFF aO \`�_ �� TYPICAL �� (N.S. & F.S.) i 00 NOTE: � 3/16" GUSSET C Flange Brace One Side 3/16" GUSSET A �.l of The Frame Only o A KNEE CO NNEC TION DETAIL [��EAK CONNECTION DETAIL FA FA- CD_ 1044 104 I 00 I 14'-6 1/2 x I _ o w 2ND FLOOR BEAM AT FS x Li I z vi, — ------------- TOP of CONC.— W o d- ------- I w - ---------------------------------- _ a, . I B- MB-3 d- a FA-4104 _ I E 9 B 12 (MB-2) _I FA-4104 Q N re, o r7 0- 0r I C) N \ ^I \ Uq Refer to the Technical Installation Manual FA— 104 M N for the installation of the roof panel. BFL246-10 FA-4104 o w I cfl o a32 t O.C. for Snownloads J v I a' Fixed BATTEINLOK CLIP I U © , ;� w o Greater Than 20#. 1 1 4' cv v r- v I 2 3/4 Fastener#1E 00 NO Fastener#4 1/4'-14 x 1 1/4" SD(4 per Panel) 1-0 of _ 1/4"-14 x 7/8' Tri-Bead Tape Sealant ----------- ---------- i� Lap-Tek HW-504 --- --- -- ------- --------------------------------------- Finished Floor .......—.------ - I _ - _ R Roof Panel M 8 1/4" Gutter Fastener#4 8 1/4" BFL10 1/4"-14 x 7/8" 5"Flange E.S. Lap-Tek Low Eave Plate FAST# 12 16'-0" ,� AT 12"O.C. HW-7600 9 12' 0/C 49J-031 Tri-Bead Tape Sealant HW-504 Fastener#1 2'-9 1/4 /16" at 12 110 .0 41' SD " 59-5 1/2 1/8"x 3 2-9 1/41 Pop Rivet Fastener X14 PM,-2 at 10'-0 O.C. 1/8' x 3/16" (CUT) Offset Panel ave Strut Pop Rivet at 10'-0 O.C. Cap Trim CANOPY 1-6 1 65'-0" 0/0 OF STEEL BFL271 PURLiN EXT. CANOPY SOFFI T BFL958-122 SF-10481 A A.6 1-5 1/2 LG Member Screws SOFFIT 12-14 x 1 1/4"SD of 12"O.C. . FRA 0 S SE Tl 0 T �I N 99 99 3 CTIO� XFILE CO I { JUL 2 5 2996 DRAWING STATUS Issue Date Description BY GK'D ❑ The engineer wh c seal appe s For Approval: A 12/12/05 FOR APPROVAL MM KI E I m C a l'i c b u i l d i n� e n hereon is not er,giner�r f These drawings,being For Approval, are by definition not final,and are for conceptual B: 2/22/06 r r t Precord FOR P for .he cr re res PERMIT ul, ect MM KI P 1 p entation only. Their purpose is to confirm proper interpretation of the project7301 FAIRVIEW •H ousro N, TEXAS a P.O. BOX 40338 documents. Only drawings issued 'For Erector Installation"con be considered as O' 5/24/06 FOR ERECTOR INSTALLATION TRS TL ZIP 770417 ( 93) 466-7788 ZIP 77240 complete. 1 7/25/06 REVISED FOR ERECTOR INSTALLATION TRS TL Project: NEW FRIENDSHIP MISSIONARY RAPT. ❑ For Construction Permit Customer: PRE-ENGINEERED STEEL INC. Owner;NEW FRIENDSHIP MISSIONARY$APT. Location:ATLANTIC BEACH, FL 32233 X For Erector Installation CAD Date Scale Phase Building ID Job Number Sheet NumberIssue N.T.S. A-B-C 0605-227086 E8 of 11 Ti i MEMBER DATA Column data is listed from Base to Eave Rafter data is listed from Eave to Ridge (High Side) Mark Outside Flange Web Inside Flange Col (RC-93) 3/8 x 8 x 20-0 1/4 x 24 x 20-0 3/8 x 8 x 20-0 3/8 x 8 3/16 x 24 3/8 x 8 12 12 Col (RC-95) 3/8 x 10 x 20-0 5/16 x 24 x 20-0 1/2 x 10 x 20-0 4 �— ] 4 3/8 x 10 3/16 x 24 1/2 x 10 Raf (RR-94) 5/16 x 6 1/4 x 40 to 24 5/16 x 6 3 1/4 x 6 x 10-0 8 GA x 24 x 10-0 1 4 x - B 34 / 6 x 10 0 1/4 x 6 x 10-0 8 GA x 24 x 10-0 1/4 x 6 x 10-0 ` ! 55 5 0 o ^ Raf (RR-96) 5/16 x 6 1/4 x 40 to 24 5/16 x 6 c9 EL �` <r c� �` ^ B �� 1/4 x 6 x 10-0 8 GA x 24 x 10-0 1/4 x 6 x 10-0 h / N TrEN�o R0O^ �! 1/4 x 6 x 10-0 8 GA x 24 x 10-0 1/4 x 6 x 10-0 oEC X 3S, 32" 1-7 (14) $"Ox 2 1/2 A325 BOLTS (10) 34"Ox 2 1/4 A325 BOLTS o S © 1��,� W/ P W/ A' <r RR-96 �` ^ RR-94 B I �� 03 d- I � � I 1 �� ANTI-ROLL CLIP °O ��_ TYPICAL NOTE: I �`� i�l 00 5/16" STIFF `t1 I (N.S. & F.S.) 1 Flange Brace One Side 1 of The Frame Only U.N. IF I N A -H I +IA o 3/16" GUSSET \ FA-$104 1 I (N 3/16" GUSSET I 1 FA-,4104 AO KNEE CONNECTION DETAIL B PEAK CONNECTION DETAIL CD O x I I I 1 x = o z ( I V) w I ¢ -------- I TOP OF CONC.-16'-11" o w ------------------- -------------------� -------------- z _I LJ CD ------ ---- B-5 MB-13 B-8 MS-141 Q o ¢ FA-4104 I 8-8 MB-12 i � B-7 (MB-11) FA-4104°- I `N 1 11'-4 1/2' I o I m ¢ - N oLJ 0 Ln r� U 1 I w CD w w '21 w cv CN __JI o d U NI __J � 1 N a' o FA— 10 4 � z J 1 I w FA— 104 � 1 1 U _o wi wl wl \ i� Finished Floor Q0J. 8 1/4" 8 1/4 16'-0" 8'-0°° 25'-4" 2'-9 59'-5 1/2" 2'-9 1-6 65'-0" 0/0 OF STEEL 1-6 CANOPY CANOPY A � FRAME CROSS SECTION AT LINE JUL 2 5 2000 DRAWING STATUS Issue Date Description BY CK'D • The engineer �h e aeol appears A 12/12/05 ❑ For Approval: FOR APPROVAL MM KI m�► a' Cbuilding `on hereon is not a engine of record for the erall iect These drawings,being For Approval, are by definition not final, and are for conceptual B 2/22/06 FOR PERMIT MM KI 7301 FAIRVIEW•HOUSTON TEXAS • representation only. Their purpose is to confirm proper interpretation of the project EAS P,O. BOX 40338 documents.Only drawings issued"For Erector Installation"can be considered as 0 5/24/06 FOR ERECTOR INSTALLATION TRS TL ZIP 77041 (713) 466-7788 ZIP 77240 complete. 1 7/25/06 REVISED FOR ERECTOR INSTALLATION TRS TL Project: NEW FRIENDSHIP MISSIONARY RAPT. ❑ For Construction Permit Customer. PRE—ENGINEERED STEEL INC. Owner:NEW FRIENDSHIP MISSIONARY BAPT, Location:ATLANTIC BEACH,FL 32233 y X❑ For Erector Installation CAD Date Scale Phase Building IDF0605-227086 Job Number Sheet Number Issue N.T.S. A—B—C E10 of 11 1 r}+Y!=_J M 12 12 1 MEMBER DATA ( — g-10 3/8 8'-i0 3/8„ —� 1 Column data is listed from Base to Eave 7 3/4 „ 1'-7�s„ 1'- -7i 1'-71s„ 1' 71 1 -2ta 1'-4 1-4 1-2$ 1'-7s" 1'-7�6 1>-� „ j4 LEGEND: Rafter data is listed from Eave to Ridge (High Side) 16 V-716" 1'-71" 1) BR12 - DENOTES 3/4"0 BRACE RODS (A36) 24 BATTE LOK ROO PANEL X 8-9 - _ 24Ga B TTENLOK ROOF P Mark Outside Flange Web Inside Flange ---- ----- - ----- ---- - NELS X =g Col (RC-60/64) 1/2 x 1-0 1/4 x 15 1/2 x 1-0 Col (RC-66/70) 3/8 x 6 3/16 x 12 3/8 x 6 00 Raf (RR-62) 3/8 x i6 8C-.o x 18 3/8 x 6 o fl-o M o Raf (RR-68) 3/8 x 6 1/4 x 12 3/8 x 6 i RR-62 Q Q RR 62 I U_ I 12 12 (10) �"Ox 2 1/2 A325 BOLTS PA 4DREL BEAM SPANDREL BEAM 1 �— 8'-10 3/8„ 8'-1p 3/8" ^� 1 W/ SB-71 B ANTI-ROLL CLIP SB-71 7 3 4 TYPICAL / „ 1'-71 ,> 1,_2t$„ 1,_4" 1,_4„ 1'_2i » ' 7 3/4 A 1'-7�" 1�_71s" 1 -7�6 1s s 1,-71]6" 1-7>'s" 1'-716>, 1,-716„ \ (4)340X214 A-325 BOLTS A DETAIL F \ (TYP) // 24 BATTE LOK ROO PANEL X-$_g - - 24Ga 8 TTENLOK ROOF P NELS X -9 NOTE: / ----- ----- ----- - '---- ----- -- Flange Brace One Side m of The Frame Only / FF CN 38 \ / 43'-2" I "i 'a ¢ "o (NS &IFS) 3/16" GUSSET / RR-68 u- a RR-68 Q TYPICAL AO KNEE CONNECTION DETAIL 3/16" GUSSE / SPANDREL BEAM / L- B SPANDREL BEAM TYPICAL SB-71 ¢ ANTI-ROLL CLIP SB-71 / N TYPICAL X (4)340X24 A-325 BOLTS c� o^�°�/ 6 3/8NOTE: (TYP) 6 3 8"w Flange Brace One Side B/E N of The Frame Only OL 39'-1 1 8" L I_ \ W12 x 26 / ) 34"Ox 2" A325 BOLTS / 1'-0 3/4" 15-6 1/2" 1'-0 3/4„ W/ �2» P_ B PEAK CONNECTION DETAIL / 17'-8" 0/0 OF STEEL I CN / -FI I 34"Ox 2 1/4 A325 BO S " / 67 W/ P / o ® TOP OF CONC. 16'-11" _ FRAME CROSS SECTION AT LINE 2.5 - - - - - - - - -i — DETAIL-AIF MB-8 BRACKET W8x18 38 STIFF / W/ 3/8" END PLATE BATTENLOK PNL (NS & FS) 3/16" GUSSET TYPICAL IL5/16" THK CLIP W/ 2 ROWS 7 3/4 LOW EAVE PLATE(HW-7600) I OF 3/4"Ox 2"A325 BOLTS MF COLUMN C KNEE CONNECTION DETAIL w \ m Co SEE BATTENLOK MANUAL FOR FASTENER, o j I SF-105D1 N N I 2ND FLOOR BEAM EAVE PLATE, AND SEALANT DETAILS. Of LU I 1 N v I FASTENER z (BY OTHERS) 0 CL 0 U o I 2ND FLOOR COLUMN STUDS & STUCCO (BY OTHERS) 0 o � O � o ;� o DETAI L—A f V Q0 N (4) 34 0 A. BOLTS 5,> sew, ti W/ EQ TYP. s s 9 I 1 DETAIL F Finished Floor LJ JUL 2 5 2006 2'-1 1/4" 2'-1 1/4" V-4" 7'-6" TO RIDGE 7'-6" TO RIDGE 1'-4" DRAWING STATUS Issue Date Description BY CK'D • The engineer wtose sea[appears For Approval: A 12/12/05 FOR APPROVAL MM KI �1 ct�"'� buildingC�f�1 �� hereon is nit he engineer of re^,ord for the verall p ct 17'-8" 0/0 STEEL These drawings,being For Approval,are by definition not final,and are for conceptual B 2/22/06 FOR PERMIT MM KI 7301 FAIRVIEW •HOUSTON TEXAS • P.O. BOX 40338 representation only. Their purpose is to confirm proper interpretation of the project ZIP 77041 713 466-7788 ZIP 77240 0 5/24/06 FOR ERECTOR INSTALLATION TRS TL ( ) documents.Only drawings issued 'for Erector Installation can be considered as complete. 1 7/25/05 REVISED FOR ERECTOR INSTALLATION TRS TL Project: NEW FRIENDSHIP MISSIONARY BAPT. O A 9 FRAME CROSS SECTION A T C�1 ❑ for Construction Permit Customer: PRE—ENGINEERED STEEL INC. Owner:NEW FRIENDSHIP MI ZONARY BAPT. LINE1 . Location: ATLANTIC BEACH, FL 32233 For Erector Installation CAD Date Scale Phase Building ID Job Number Sheet Number Issue N.T.S. A-B-C 0605-227086 E11 of 11 1 t. h JUL 5 ?_000 I I d r.. C CD 24 GA. BATTENLOK ROOF 10 APPLY 8' O,D. 20 GA. CONE TO TOP & BOTTOM OF 6' JACK RAFTER w FABRICATE & ATTCH CLIP FROM 6' TRACK w/ (3) #10 12 SCREWS EA, LEG Z 4 O o. w 6" PURLINS R 2' O,C, TYR o O O O 6" .PACK RAFTER CUPOLA ROOF TOP PLATE NOTES.- 1, SEE SHEET 2 OF 2 FOR SECTIONS & DETAILS HEADER 2, ALL CONSTRUCTION TO BE IN ACCORDANCE WITH 2004 FLORIDA BUILDING CODES, I I I LOUVERS BY OTHERS mm.�mm.�.�m�..s.m�.mm.�ms �.s.�ms � .�:-a�>.� .m- TYPICAL 8 PLACES a s o a ea�.ss a a --------- ---- a s ® a a a s \\Nx \\\ I a - a ® a a 3'-0' R,O, a f� I =_ — I 11 it !1 II I I I II II II I! fl it I ! — 1 V ' I II II tl If I oe li I I I! 0 M \ \ oi cu \ / T _ SILL Z� i C3 w -------------- ( \� mu v � a Z \vim l= J 1/2' HARDIE BOARD w/LATH 6x1 5/8 2dGAi z & Li STUCCO, ATTACH HARDIE STUD EXISTING ROOF BOARD w/ #10 SCREWS @ 6" O,C, LL- OMNI w Z 6" TRACK VARIES PARTIAL PLAN VIEW i SCALE= 1/4'=1'-0' r r TYPICAL WALL SECTION N tol SCALE? 1 1/2'=1'-0' 51 z o z M 'S r U N � � V w O c;) 0 z x .61 a 14'-11' < u� VINYL CROSS �---- -ti - VINYL CROSS R E C E I V r CITY OF ATLANTIC REACH z 'n 3 UJ C-4 X 2007 >- ^ a b` ' z 0 W a c ELEV, 52'-5' NEW CUPOLA N ",° ELEV. 52'-5" c 12 NEW CUPOLA �:Y' 4 12 o ELEV. 49'-11" N 00 ELEV, 49'-il' ARCHITECTURAL FOAM w/LATH & STUCCO ARCHITECTURAL FOAM w/LATH & STUCCO EXISTING 24 GA. BATTENLOK ROOF PANELS EXISTING 24 GA, BATTENLOK -�- ROOF PANELS ELEV, 44'-6' - - - - - - - - ELEV, 44 -6 - - - - - - - - EXISTING BLDG, W-Afflk - - - - - - - - - - - - - EXISTING BLDG - Z1 _ � _ 1 = 1 _ � _ Z1 _ 1� _ 1 SHEET IT-I -7F7ITLE.- CHURCH FIL CUPOLA ryE A"0 mh'0 \ I Il II II / I II it I 11 DESIGNED 8Y. + II II CITY OF ATLANTIC BEACH APPROVED N.E,S. I I I I I I I I I f BUILDING OFFICE CHECKED BY + 111 II II II II 11 II 11 I III II II II II !I II 007 N.E.S. ! 11 DRAWN BY: I I 1 - — 1 III II li +i tl it II II II 11 II +i R.C.N. _ —�- - - --- - - - - --1 — — �a_ — — Ij DATE: 5/31/2007 SCALE: AS NOTED v v � - SHEET SET PARTIAL FRONT ELEVATION S1 PARTIAL SIDE ELEVATION PROJECT N0. rlm SCALE= 1/4'=1'-0' SCALES 1/4'=I'-O' 7079 w w SHEET NO. 1 OF 2 03 t ! I ! I I l I t cu a ' 20 GA, CLIP w/ (4) #10 SCREWS EA, LEG O k 20 GA, CLIP w/ (4)�#10 i O SCREWS EA. SI F= d 6" TRACK w t ' ' 20 GA, CLIP w/(8) #10 SCREWS 1 14'-1 1/4" l - ' TYPICAL 8 PLACES ol a � t <\ � 6xl 5/8 20GA STUDS ` 12" O,C, TYR I / I I EXISTING 2" PIPES TYPICAL 8 PLACES ' t / i • I \ � o 3x3x1/4x6'LG, w/(2) 1/2 BOLTS I 5'-3 5/8" t EA. LEG TYPICAL 4 PLACES i C6x8,2xl4'-1 1/4" LG. t 14'-1 1/4" t TYPICAL 2 PLACES � I w t i B2 i 1 l U l D Bl /- _ - C6x8,2x5 -3 5/8" LG. i �M TYPICAL 2 PLACES \ i , N t 1 ¢ M - -- - - -B2 _ r z = C3 STANDING SEAM �a' - - - - - - _ _ - - _ _ _ _ _ _ , ► t 6' TRACK 0z I t w Bl Bl l 5'-10 1/4' t z TYPICAL 8 PLACES t k 1 / 61/4' t � -------- --- 6' TRACK 4" 6" TRACK S-5 DYNAMIC FASTENER ATTACHED Bl UNDER 6" TRACK & OVER STANDING SEAM t �_ L TYPICAL 10 PLACES AS SHOWN, (www,S-5,com) _ r M BOLT TRAC TO 6' CHANNEL w/1/2" BOTC6x8,2 NOTCHED BOTH S ii \ ` _ t I I 1 i ENDS AS SHOWN z re) a� I r - - - - - - I \ to j5: f= qr- N l l l t t = 04 P c z X o a u PLAN ` ► z n SCALES 3/4'=1'-0' z °3 EXISTING PIPE w n 0 TYPICAL8 PLACES t >- 1/2x3 1/2 THRU BOLT t w w w/NUT & WASHERI t " z o 5'-3 5/8" TYPICAL 8 PLACES t I �2 o I 14'-1 1/4' v' o, EXISTING PIPES TYPICAL 8 PLACES -- 5'-1 1/4" If EXISTING PIPES t ¢ 6" 5 1 1/4 TYPICAL 8 PLACES If o r N 2/-4# tl � 2'-4' � co n 1/ x2 112 U—BOLT wI6I 1/4" LG, NUT & WASHER 2REQUIRED _ I EXISTING ROOFTYPICAL 8 PLACES y i 4 Ih ' ' p � 6 TRACK � ' --------------------- ------------- --------------- ---------------------------------------- 1 ----------------------------- ---------- --- ---- 6" TRACK �� Bl ROOF r ------------ ------ L-A ___-- - - --- - - _ - - - - - � - - � - - - - - - - - -- - - - - - - - ///y)------------- - - - - il- --i -- t I if 11 1 SHEET TITLE: � - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � tet_ _ _ _ _ _ _ _ _ _ _ �► �_ �_ ____�_ CHURCH CUPOLA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - DESIGNED BY: t I I N.E.S. t i k t ' CHECKED BY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N,E,S, DRAWN BY.- 3 f t I R,C,N. DA TE: Cl t I 5/31/2007 u t ' SCALE: s AS NOTED u c \ SHEET SET " " S1 CD PROJECT NO. FRONT ELEVATION SIDE ELEVATION 7079 SCALES 3/4"=1'-0' SCALE, 3/4'=1'-0' SHEET NO. 2 OF 2 , 6' UND. FIRE MAIN BY OTHERS (SEE SITE PLAN FOR CONTINUATION) REQUIRED PSI:39.1TOTAL FLO GPM):330 D NEW FRIENDSHIP MISSIONARY AREA .#t B.8 B A.6 q emote Area 1 Flowing Hooch 10 Start Head PSI 13.9 AT SOURCE i I i D wet /Ory YET Msity 0.100 Start Head GPM 21.070 How UGHT Am 9W SOFT per Head 210 Cods NFPA 13 Len Ratb 1.20 ' I I ; Constructioneit Max VWoy 14.4 �r� {to Riser 6.96 ! 1 HOUR RATED CEILINGI ' I source Name a Location source BO Ps Aval at source 45.0 Req d at Source 330 inside Hasa x000 5'-0' oo UP TO 2NID FLOOR FDC STAIRS (GWB-2) 4,-5. UP FROM FELOW Req'd at Source 39.1 of Source 0.000 tskie Hose 100 n I _t ^ 9-o Safety Ps 5.90 Req d source Volume 0.000 Pressure f 50 6 6 � Summary IThis�ie Pressure a safmof 45.0 psi argin of 5.9 ps1�13 x of Supply Require roof 39.1 psi ------- 6 +1, • I 4 i Advanced Max Density Available 0.107 loss - TOR to Source 7.84 40 ! �• \ti \ti 4.. s-s l i do 1„ 2 ' i 17-4 i �ti .� 0.o ti \ .42 O l ary I GPA at Max Avolable Density 355 Demand 0.000 � 2 ® 1 1 + 1 :43 4�, :- = 3 els ` 5 114 �t \S. .t a • 1 • t'4 • 114 ® + 11-10 �3=' ®« i _�rdraulic information I swtem vol me 265 .. . : 1 atk: Preaauro 46.0 Flow Teat Date 10-16-06 7-�E'-G' - , "1+= 8 esidual Pressure 38.0 Flow Teat Location City Connection AC -1 $' 0" F. 1 Residual Flow 1034 Tested by ABPW ..•. :.. Test Elevation (Relative to Source Elevation) 0.000 i `� OPEN TO 2ND FLOOR l GWB-2 (1-HOUR CEILING) rank Pressure 0.000 AvolloWe Weft Flow 0.000 20 2 ' ABOVE U T 1 L T Tank Volume 0.000 ¢ i 1 210 1t �, Tank Elevation o-0' a i ABOVE � AD LT 09 • i a I Rated Pressure 0.000 Pump Manufacturer 30-7 ® 3 c 4 Rated now 0.000 Pump Model 10 STAIRS p Elevation 0'-0' o AC - 8'- ; ti 212 Construction Eton Combustbie Occupancy Light Hazard \� \� \ti \ti I 1 a 1 14 i - Authorities Having Jurfsdictlon Local ti �4- 1 41112 , 100150 200 250 300 350 400 450 500 o - z 6 (12=8) }�A 6 ( t 029 i \ti GW11 = EI ING 1�4 i_ �. . FLOW (GPM) ZJ Uj 5 " i .� C5 N (D = 0.o ~ iA \� i i•'1 n tp p 12 1 r AI 4 - 114 - ! 114 ® .+ - ti \+ V7 11 1010. , _ 12-8 \ti 216 21 214 S VAN AC -2 1 F. 1.'J ® •� 13-5). f C4.l _ C7 \ti .t 12-Y2 l i -� 33 ., �' ME TING Beane Clamp EILI G _ _ EILI G - ,�. - -- A S'S7� y ic��winc�er \, 1 = I ® t.'4 1+4 -'- \ti For Steel % ti \ti - 1 1_M 13-4 3112 'd' 1 t �'� &18'- 114 IA.T.Rod 114 - 14 =O .- -4i 0 1. 0 { `a S TO R. \� (Length) A.T.Rod ...' -�, ®' GWB- . . 4 z .r, 5- z : .7-4 Manger Ring a �' Hanger Rin 4 4 4 g x N I O � '. ,. � 0.o • y I � \'► 11'2 �� ~ - % I \'►. ( �D Qf ..TR I I t0 ii ♦ 1 \ti l29 JIL S TO R ,� 3Q • W 1 4 �• 4 ♦, i t \ti \ti ,r 2 .ti ti t1-1 : 1-10 7-8 « 114 'L 1 ACB '�' 9-32 - -If = 0.o .r. DETAILS' i ACB-1 @ 8'-0" A.F.F'eIs ` \ti' ' E3 ` YOUTI 1 �. ACB-1 I`,9'-0„ N :HALE -s2 21900 NTS lJ LA S• ^ \ti -t+0. G . ,1 , -ti 4 I I V t r I I ® ., ® s�`�. ro~ 26' b\S o t 4 t as -t .. "' t 7 r Y rt '� ie7 ' �' 04 11' 12 •-�I 112 'i i rA o e - ACB-1 @ 8'-0" A.F.F. `n AB E� 5'2 I ti HL °'iia • • 4-t 3-5' 3-1 ' 5 \ r 3 228, 13-5 N 3 3 2.9 �' - r - ' , TO SYSTEM WB-1 7'-0" Tn i bti 24. .�..:: A4 E « ' !; 1 + ` 4 4 v •- 1 \� 1 a c 3-10 1 r- r t �, -- b~ l WB-1 ® 7'-0" 4. \� 4 'AWB � A�:FFF. I 1 i - o I1 � - . . . a .. •� I _ .. _ 1 •3 Bin I - A. • C. TA . 7 .t : 10 • ,64 10= : o i•8 m • -t4' r. • CB 2@ 1 t t F ~ STAIRS _ �. 1HOUR RATED ILIN 'L BELOW STAIRS GWB- rk VE TI 203 s ( z - • N COMB E V TRS F �, w c ELEV. :NAL ' ,;' :'GEILir G) I SIAMESE F.D.C. :7D N e Ru Llc -` _ z i T R EA:1: _. : 22.g. 2 i t - A L - ;.t 4 FF A2 F 4 N.• w { ` ' k. b 114 r g_• @ �• N 0 a Al «\ 1 .. _ 1 I H. A ALARM BELLQ t OPEN TO 2ND I ••. ( �� 1 .: 4-t " -- , MODEL 90 (59 . 3-5 oU 0M N i ;� 0 2 • .d. o , tt- �: s l FLOOR ABOVE ® \}'. I 1 1 r' 11.4 1+ 20 crt 21 _ 31 MA CHECK VALVE 1 ti ._. -� __ v1 @ 7, 0„ , MAINTENANCE .,. - _, ' , WB-1 @ 7'-0" t , ( 'G ib • . 2 ' t� PIPING T - -I-- G 0 F DC ION :<> , ., �,.,. ` . • • F t a - 2 - - n 1.8 1.8 GWB-2 (1-HOUR CEILING) • -, 1 STOR. 11 A- - ` 1b. y 227 s� r SHOTGUN 90 RISER - - CHECK VALVE W/ (2) ! PRESS. GA. &c DRAIN ASSMB. CENTRAL BFV - ROOF (BELOW) GR. BUTTERFLY VA. i W/ TAMPER SIRE. I PORTE COCHERE ROOF f I (BELOW) 1 ! _ :Fff 1111 11% 111IN-VI1 Jacksonville `ire Preve-ntion Dfi/, e NO _ C B �I CEPTIONS TIONS AS NOTED D I A D C SHEET B.9 B.1 B A RISER DEr"P A IL X .1v X. f-o" 'FIRE SPRINKLER PLAN FIRST FL00110�F FIRE �ER PLAN • ECOND FLOOR SCALE: 1/8" 1'1-.0' v, ._ , ,r SCALE. 1/8 --- 1 -0 1 GENERAL D C B A NOTES BUILDJNG OCCUPANCY TO BE ASSEMBLY (LIGHT HAZARD). i ALL PIPE- AND MATEIRALS PER LATEST EDITION OF NEPA 13. STEEL FRAME(TYPICAL) ALL PIPE TO BE BLACK STEEL SCH 10 AND SCH g-0. 24 GA.STANDI SEAM METAL ROOFING(TYPICAL) 4 p 2 4 - ALL PIPE TO BE JOINED IN ACCORDANCE WITH NFPA 13. Arnc SPACE I VINYL-FACED R-19 ALL PIPE TO BE SUSPENDED IN ACCORDANCE WITH NFPA 13. 1 � INSULATION " ` � I ALL HANGERS TO BE SiZED AND SPACED PER NFPA 13. I EAVE HEIGHT ' PER NFPA 13 REMOTE AREA REDUCED USING QR SPRINKLERS NFPA 13 11.2.3.2.3.1 � PREFER. FROM REMOTE • I L METAL FASCIA(TYP.) BRANCH LINE - SPRINKLER BRANCFI LINE SPRINKLER MAIN V-6' 1-HOUR CEILING UL#465 ACOU T.CLG.(ACB-1) SPRINKLER BRANCH UNE 1._6. ELEVATOR ENCLOSURE TO BE NON COMBUSTIBLE, HYDRAULIC FLUiD TO BE NON COMBUSTIBLE. NO SPRINKLERS REQUIRED AT TOP OR BOTTOM OF SHAFT PER NFPA 13, 8.14.5. I ALL SPRINKLERS TO BE INSTALLER PER THEiR LiST!NG. D E A CANT SPRINKLER HALL. E 3 5/8-25-16 METAL STUDS WITH Y T YO U TH PEN T / YOU H o SPRINKU TH SYSTEM COVERS APPROXiMATLEY 6,600 SQ.FT. PER FLOOR. , _ 243 5/s'GYP.BD.UP TO CLG. 238 0 1" TEST VA. IN I 1-HOUR CONST.UL#465,TYP. o, 239 241 242 0 CONCRETE AND METAL DECK 8°METAL GIRTS d i STEEL BAR JOISTS(TVP.) ,I ` ACCESSIBLE LOCATION ! x 2ND FLR LVL STEEL BEAM FOR FLOOR FRA STEEL BEAM FOR FLOOR FRAM { 45'0 EL. W CORROSION RES. K BR CH NE OUTLET EQ. TO SPRINKLER PENDANT SPRINKLER METAL WALL SIDING ACOUST.CLG.(ACB-2) PENDANT SPR KLER GWB-1(rYP.) WATER S PLYINF� TION DRAWING EVANS EIRE PROTECTION COML�A�TY WORSHIP I 237 OFFICE - 8555 GRACE LANE I ; 240 Symbol Description JACKSONVILLE, FLORIDA 32205 I FIN.FLOOR ' STATIC PRESSURE: 46 PSI FiRE PUMP: Q Hydraulic Reference Points 904-781-8227 RESIDUAL PRESSURE: 38 PSI C �'a Flee Below Top of SteE�l NO. DATE BY REVISIONS & APPROVALS F � Zrsl. �li �truoe. �9�ts [a-63 Flev. Above Flnished Floor NOTE: 4'CONCRETE SLAB PITOT READING: I SEE METAL BUILDING MANUFACT'URER'S ENGINEERED SHOP � D G• ® Elev. Of Top of steel NEW FRIEND SHIP MISSIONARY T DRAWINGS TO VERIFY STEEL LAYOUT ( ) I I WET PIPE SYSTEM TEST i TURN DOWN EDGE-SEE -- SYSTEM E STRUCTURAL FLOW iN GPM: t34 GPM �� Ceiling Height BAPTIST CHURCH BY DATE BUILDING SECTION DATE OF TEST. 10-16-06 -� Denotes Hanger Location 28 DUDLEY ROAD SURVEY o Rise up or down ! TIME OF TEST: RA FPO 2-19-07 ATLANTIC BEACH, FLORIDA DRAWN A B- - - SCALE: 1/8" = 1 -0 - � D Branch Fabrication � CHECK � - S TEST TAKEN OR INFO PROVIDED BY: ATLANTIC BEACH PUBLIC FORKS � Main Fabrication # CONTRACT ARCON ARCHITECTURE & CONSTRUCTION. INC. a'PRw SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT C N- Al2 Welded Hain Fabrication WITH: 11497 COLUMBIA PARK DRIVE WEST SUITE 1 JOB NO. P. tp. SIO ' Q 122 PEND CHROME 155 5.fi0 1/2' 1/2 TY3231 TY FRB Defeul 1 JACKSONVILLE, FLORIDA 3225$ 1 2 4 �6' 8%10'�1:t �14! 6 18' HYDRANT LOCATION: 28 DUDLEY D eyed Branch Fabrication � A.H.J. TOTAL NO. OF TOTAL SPKRS. SCALE CONTRACT N0. DRAWING NO. REV. Q t UPR BRASS 155 5.60 1/2- 1/2 T`.'CO TY FRB Oefaui � STREET CORP. ENG. SYSTEMS-- (1) [ON JOB AC klr%TC n r-rn N N • N 4 = M 1 Q J r 0 0 15 30 60 1ej » > = Z •1 OD O n a� F � Yt ® SCALE 1 = 30 t O N � z J Lu m w CNI x ^ co n z .-N1w Q: LL Zm°��ij ow m i� �Z0a o � -J -,*) Z > d V cn •d- N cp ay Y� a oti E -------- ----------- _ —` _ —_ _ _—_ , Ivog R-28 64.79'�8 0�1��E CH`1110.43, DRAWINGS LACKING THE SIGNATURE 7.50 AND RAISED SEAL OF A LICENSED c� �'�`` -KAME TO �Q D�CTA�22 21 BOO" ENGINEER ARE FOR INFORMATIONAL �2� f ASPHALT P VE1vit,NT _ �"_ PURPOSES ONLY. NoTe t o OL f Collillill �r 1Nv�TO ~`1 45�5,l OF BUS STOP UNDERGROUND \ S 11/11�hYRCAL) PI Box TRAFFIC SIGNAL \ CURB TFL(1 b0) OH OH 0,,4 Oy TOP T El.(12' ) OH iF+ROA PROPOSED 4'S/W • - •-.d- - ASPHALT PAVEMENT TRAFFIC X'3 5' X 4 CH F— EX. GCOMCRETE wAex '� _ Y ..6A. ,^ Ell 1 i f55 SIGNAL UNDERGROUI �RDW ^7, OLE TRAMC METALACC /�/ x 13ox z - • CER IN CONCRETE -�� fN r ° - V • ON OHEx f4o'M1 _ '�.`� UNE OF/yq}'pC uT4A0JE TO Ccov s� vF �'�_ RT ROAD v k CT C GUTS 7E ° __k �. : 0 r r r " r. 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'h4 ,,. '.�}' ,,- _� - ir" <,:errrrea rr _r"<r : .._ _-_-._._-_ .,c< _.:r..ci rcv•'vr voccr_..�cc..v --cccr - � ,, r s �✓ -.a 2 W/CLEANOUT; COVERED , . >er � - ...J__ . - ` Xo w`rR 1 CONCRETE BOX � -, .. - O R J `_ �_ N do METAL LID VISIBLE i'� � - - _ GRADE I _ �A Y SE m .571!8-•Ot17(?J.�,- .,...,,....-"....-., µA Q 12,38) ,°.• , r , ... ✓ IOP x.54) C4 _ 2 EXISTING SANITARY LEGEND . • . ti Ex cw ;p, .!► OD Ex. 1 STORY N :° ` EWER STUB—OUTS M a r Z CRETE x B , ,� S . coN c1y CONCRETE LOCK p�►IdPSTER BUILDING \ _ - PAD I _d ,�,` \ N P — — --- — — PROPERTY LINE Ex. 1 STORY CONCRETE BLOCK BUILDING x a ' ` LOT 4, DON ER'S RE L ADDRESS: X25 _ � _ :;, J ll ,.,.Y Y-.�,�� <a`..,,I�l� , t ADDRESS: #44 s 'C do C GARA ,h. C �' 2" WATER � _ ti "EAST COAST•AS TOT BODY & PAINT" J -_ ETES & RP _r °• DRAINAGE DIVIDE LINE 6x2x6 TEE .. - -t; .� _.••v��--�i��--.r_v.>`. .�_ .,.,........_..:.ivt—' 4 TOM e• -�S DRAINAGE AREA LABEL + ow'. /n r C•!A� C►�`w �W C�THL EhICE �_ �11F i- •: • �, tiz ''•' vTJ 8 FfRG— �N .�Gl�lel LO LL, GATE 4{a Spp.t VN {n O x 13-4 EXISTING ELEVATION _.XS� .orAPARG TEE: ill DOlBFP. ( y _ 8' G.v. CX = » n 6' SEN S TiDUCH—READ METER JA SOUTH 1 2 LOT 5, ' $ R1 II a / $' PROPOSED ELEVATION _ -� = I 1 PER C/ NEPTUNE BEACH SIDS DONNER'S REPLAT 2 NORTH 1/2 LOT 5, n -d. •- � � T � Ex. 1 de 2 STORY COQUINA, BLOCK de : � fT1 CHAINLINK FENCE DONNER'S REPLA FRAME BUILDING t5m.,.9.9' ADDRESS: X31 n = 'FLPING HANDS MINISTRIES' = SF SF SF SILT FENCE I S70rtY • m Al S14ED �-� 404, a G.I ! O CATCH BASIN/CURB INLET OHO ~ _ MITERED END SECTION 5' CHAIN LINK f�x = D FENCE I POST o P-3 DRAINAGE PIPE LABEL i z w $ I S-3 DRAINAGE STRUCTURE LABEL a o dl` D TI o U <- ® PROPOSED DEMOLITION �= 1 �> _ w 1 � z z w z o x Z III V) J LL�11 ji BENCH MARK: � � o � SET NAIL IN ( w UTILITY POLE. EL (12.10) i V) V i w � o I� Q � o i W � fj � � (0to O O I I w I- 0 fV IA CITY WMD w FDOT _ ❑ ❑ ❑ ❑ T_ 0 O Ln \ � fl OO o m z z I:v 3: � J O a < U ©- O L V) DRAWING NO. i U � LL CD C C-� Z a METAL ROOFlNS STANDING SEAM METAL _ co ROOFING PANELS(TYPICAL) R o TOP OF STEEL FRAMING -- ` , co TYPE G MIN. cm STUGC,O OVER 5NEATHIN6 Z " 01) AND METAL STUDS 0 0_ c`v 12 12co 4© a 4 (_ co I� o U N N EAVE HE16HT SAYE HEISHT a Ll — c N N " co I'�" O.H. E E 1'-6" O.H. 51UCW OVER _ � 0 SHEATHINS AND METAL STUDS = T Z O u- 5TANDING SEAM METAL L j R00FIN5 PANELS(TYPICAL) = J a U > = 2ND FLR LVL 4 2 OVER MET p 2ND FLR LVL cn z m CANOPY SAVE — 0 W ',I U W � 51144 OVER T 5TUD FRAMING = cry 1WN FI61-A55 PORTS COCHERE _ A A A A COLUMN METAL WALL W 51DIN6 > STUCCO OVERTOP OF OPEN SLAB — — — CONC. PEDESTAL 01 -ON Lt, TOP OF SLAB — — — — 'I Ll, Q EL.: 0'-0" STUCCO OVER tot WHITE ALUMINUM < Q GONG•PEDESTAL 1, 8" STOREFRONT ENTRY m 1 111211 U o U SCALE: 1/8"= 1'-O° SCALE: 1/8"= 1'-O" oli 3 _Q V X Ovl1 5TANDIN6 SEAM METAL L7L R00FIN6 PANELS(TYPICAL) �y TYPE 'C' MIN. Q 4 12® d 4 57'UGC,O OVER SHEATHING AND METAL STUDS SAVE HEIGHT 0 11 I-Al 11 11 11 11 11 11 11 11 LA--11 11 j 11 11 11 H 11 11 11 11 11 ll--- 1111 ll-- 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 uj_ in (S' 5TANDINS 5EAM METAL ROOFING PANELS OWICAU A A = 2ND FLR LVLA. METAL CORNER TRIM m _ ` METAL WALL METAL WALL 5TUC.GO OVER METAL SIDING 5101146(IYP) „ STUD FRAMING 18NFI A PORTE COCHERE GOLUM14 0 0 0 0 toe S1UGC.0 OVER TOP OF SLABi L I I I i \—OPEN GONC. PEDESTAL TOP OF SLAB — — ommum I I-LLLI 1- 117 — — FIXED WHITE ALUMINUM WINDOWS =y A SHE=NurR: WITH 50LAR 6REY GLASS7F 1 - � 211)11 1� - SCALE: 'I/8”= 1'-O" APR 0 SCALE: 1/8"= 1'-0" ti° DRAWN BY: MAD DATA: 4-2✓—O'7