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1996 Mayport Rd. 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 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: 322 bvAmmmmmmmd - - - - - - — 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 LJLJ Fl ST FLOOR LIG .HTING RLAN NO FLOO LIGHTING R N II I I i Q 11 II II 1 I I o I I 1 I I E- }- 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'.. '.' ... 6• E ,: I1-f A.F.F. WIND BEAM BY .. L D MPGR. 4 A. TA L G METAL B METAL BLDG MFGR• ° 00 _g e f' TOP OF LANt?iNG - , . 4 . • . p. 12 GA.PANT EL.: 6_21i A.F.F. '..' .' '°•• '° •• •• e' '• I WITH 2 GONG. r TREAD,TYPICAL ° I I G~ N R T.S. I2X2X2,25J - LIGHTWEIGHT CONC. OVER WELD . 1 AL K 4 5TR.UGTURE STAIR 5NG TRI ERS I( a WELD 5 NGEI2 METAL DECK Y METAL BLDG. MFGR. . . TO 5TL. BEAM B I .•e . , _ N 4" CONCRETE LIGHTWEIGHT GONG. I IU TYP OVER METAL DECK I FLOOR SLAB STEEL RISE (TYP.) IST FLOOR i 151NG( ,� , . ,.. 4 5TRVoTVRE BY Lu s TOP OF LANDING METAL BLDG. MFGR. T.S. I2X2X2.25 • . , • , • '• . .,. ' ' STAIR STRINGERS ( 4 EL.: 4'-1" A.F,F. I1" 611 CONCRETE '- a MASONRY UNITS t ILL u u r i �c _ a WITH HORIZ. J0( T _ REINF. AT 1(bou O. ., IN TYP. �B I NOSING( ) TYPICAL V� JOB r 0 WIN 12 (57A. PAN -- -- — -- -- -- ov WITH 2" GONG, ' rioellI TREAD TYPICAL . . SST��1 ,. b at a e ° d ° d Mow • a e '^' •, 4 .• es' e'_—.a• p .—+. ..'.! M ... •:::•.. --y' -tir —4.—.. _ .fy�_ 'M_j • ..,a ..a .r-• e-� ,_.•r ■. gyp' . d ° a: a a A •Q /A, fit ATI(C: p .�. a .� .• .. ■ • •- • a d77 e ° 1A *.J ' • L4 4 /f V/W V L Y 1 r �Yf .a 8•, '..p••i I-,q. WITH 3'4" !CJ �.,e.•' '.■' • NCRETE FOOTIN EXPANSION BOLT COG - PLAN1 11 13 TREADS 0 11" = 11-I I DONT, TURN DOWN EDGE SEE FOUNDATION- CONT. TURN DOWN EDGE - SEE STRUGT DO DWG`s 5EE STRUCTM&0146SG I I ��, DRAM BY: 'MAD k7 00'01F, F:::l 'dop, I AIV m STAR (140) ! 1A �. iA Aq SCALE: I/2 11- 11 ,� E, 1 2 I O 11 \4%��AqGALE: i/2 I ®p � ®�,r�: I Aq L / FWWN VAIN 1. PERMIT REV154ON5 1-24-0$ ROLL-UP SHUTTER - 5EE DETAIL COMM.HOOD IN FIRE 9UPPRE5510H VENTED THRU HALL, BY OWNER(N.I.0 II N 6-O ! I PAINTED GYPSUM BOARD I I PAINTED GYPSUM BOARD—j BOXEDCOLUMN BOXED COLUMN I I = OPEN � PAINTED GYP5UM BOARDI } ?hI 4 I i COMM.OVEN STAND-ALONE 3 I P.L. BARTOP N 4" P.L. BACKSPLASH . FCOMPARTMENT SINK(I�I.I.G,) 4" P.L. BACK5PLA5H INK (N.I.G,) 4 P.L. BACK. 'LASH — — — COMM, Kf TCHEN EQUIPMENT(N.I,C) r.� POO 0 I I I XX / le/ \ / \ \ / \ 11 / \ c? / �. DISH WASHER r �. / m 0 \ \ / \ '00" / \ / N-1 NIN. 11-1 loll \ / c7 PLASTIC. LAMINATE BASE CABINET INET rn PLASTIC. LAMII�IATE BASE CABINET DOOR TO MULTIPURP05E c� IO2 DOOR TO OUTSIDE IOq DOOR TO VE5TI8Lo L115 ULE CD Z- 001 0 u5 N 1 ie I 1' A 2 IT ATI 3 IT' I T I 0 It ® 1 11 11 a 1® 11 II 1 11 - ( 2 I O — — Al � 1/2 { O 0 AIO I/2 I Oco Lo N M tY LLL 00 w AGOU5T. GLC. J_ Z Q 3 5/8-20-16 METAL 5TUD HALL w = ACOUST. CLC. I 311 Q ANCHOR HOOD w N TO 2x8' BLOCKING r 0 1 CL' t Q 0 STRUCTURAL STEEL GOILI NG DOOR HOOD t=J ❑ COLUMN BY METAL W BUILDING MANUFACTURER MATCH EXTERIOR COLUMN < 1/2" GYP. BD. (TYPICAL) I m CURTAIN SLATS11.T°I ,-_� x �.x PAINTED GYPSUM BOARD taJ d �[ P N ` 1 1 U f'!1 T�/ 1 >� /2 GYPSUM HALL � rn I r- O cry BOARD (CHB-1) TYP. d- a 4 P.L. BAR TOP I �' r It J PLASTIC LAM. 2 I/2-25-16 METAL _ FRAMING COUNTER STUD % 2X4 BLOCKING O 21 N I/2 r GYP, BD. _ I �- (CWB-1 TYP) REF. REF. 11/2" METAL FURRING 4 _ 3 - L METAL m Q 5TUO HAL TAPE t JT. c� COMP. TYP PLASTIC LAMINATENOTE; OVER 3/4" PLYWOOD I ' ti T TJ'. Y,'.. ri BASE CARNET FALSE COLUMN BOXING MAT DETAI PLKI TE TO GH L F.F. N 3 5f8 METAL STUDS NOK-RATED MALL CORRIDOR HALL HOUR CONSTRUCTION) I �-2 1/2" METAL STUDS -- _._ __ — _._ — — - — — — — -- — — _.. ._ _... — —— — _. _ — ._ ._ 5"�P PIPE COLUMNS r---,CENTERLINE OF Z-8 51-F LD DOORTO PANTRY HORf Z. BY-PASS METAL HALL COLUMN BOXI G METAL 69IRT5(TYPICAL) Q 4 11' �t E. A I � P, CORRIDOR L. 6 I �' I �I 8 I L I I N _1 .. 1. °° 1.011 °° °� AIo I I/�to I ^11 11 _ 1 11 - ® AIO I I�� I O �,/ �0 I/2 �- I ®� AI0 ! I/2 I O AIO ✓I4 i a STEEL FRAME(BEYOND) P4 U014 i I � I I I I I I I F I I I I Ill I I I I }- I I I I } { I I I I � I 1-2 GE55 I I I I I PAINTED BOARD I I QD I Rr i 1 I I �-- I i I { I _ ! 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 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