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'1. I.. ,n ;... '... ... 'SE. ..r. . � .." . C,gyF.m,. Ssli te I INDEX OF DRAWINGS INDEX OF DRAWINGS (CONT.) COVER SHEET GO.1 INDEX / GENERAL INFORMATION INTERIORS CIVIL ` 12.11 MILLWORK ELEVATIONS ROCERS LOVELOCK & FRITZ NC. CO.1 ENGINEERING PLAN BOUNDARY SURVEY 12.21 SIGNAGE ELEVATIONS CO.2 ENGINEERING PLAN LEGAL DESCRIPTION AND NOTES 15.01 MILLWORK DETAILS Architecture CO.3 ENGINEERING PLAN TOPOGRAPHIC SURVEY 16.01 FINISH SCHEDULE A Engineering C1.0 ENGINEERING PLAN CIVIL SITE NOTES AND LEGENDS 16.11 FINISH IDENTIFICATION Interior Design C1.1 ENGINEERING PLAN CIVIL SITE OVERALL PLAN C1.2 ENGINEERING PLAN CIVIL SITE GEOMETRY PLAN 146 Lincoln Avenue C1.3 ENGINEERING PLAN CIVIL SITE UTILITIES PLAN P.O. Box 730 C1.4 ENGINEERING PLAN CIVIL SITE PAVING AND GRADING PLAN PLUMBING Winter Park. Florida 32790-0730 7-1030 C1.5 ENGINEERING PLAN CIVIL SITE DRAINAGE PLAN c4o7f x 140(40 PO.1 PLUMBING SYMBOLS AND -ABBREVIATIONS Telefax 7) 829-9409 C1.6 ENGINEERING PLAN CIVIL SITE PAVING, GEOMETRY AND DRAINAGE PLAN P1.1 PLUMBING SITE PLAN C1.7 ENGINEERING PLAN CIVIL SITE DRAINAGE TABLES AND SECTIONSLicense Number AA 0000694 P2.0 GROUND .FLOOR PLAN -PLUMBING C1.8 ENGINEERING PLAN CIVIL SITE N.P.D.E.S. PLAN P5.1 SANITARY RISER DIAGRAMS License Number EB 0000829 C2.1 ENGINEERING PLAN CIVIL SITE DETAILSproject title a owner's name P6.1 DOMESTIC WATER RISER DIAGRAMS C2.2 ENGINEERING PLAN CIVIL SITE DETAILS P8.1 PLUMBING DETAILS C2.3 ENGINEERING PLAN CIVIL SITEDETAILS CATHOLIC DIOCESE EP8.2 PLUMBING DETAILS I C2.4 ENGINEERING PLAN CIVIL SITE DETAILS P8.3 PLUMBING DETAILS OF ORLANDO C2.5 ENGINEERING PLAN CIVIL SITE DETAILS P10.1 PLUMBING SCHEDULES C2.6 ENGINEERING PLAN CIVIL SITE DETAILS C2.7 ENGINEERING PLAN CIVIL SITE LIFT STATION FIRE PROTECTION FIRE =1PROTECTION SYMBOLS AND .r AE B EViA�T S LANDSCAPE FPo.1!° ALL SOULS FP1.1 FIRE PROTECTION 'SITE° PLAN LP1.1 LANDSCAPING PLANTING PLAN FP2.0 GROUND FLOOR PLAN - FIRE" PROTECTION CATHOLIC COMMUNITY C LP1.2 LANDSCAPING PLANTING PLAN FP4.1 FIRE `PROTECTION SECTIONS CHURCH BUILDING l LP1.3 LANDSCAPING PLANTING PLAN FP5.1 FIRE PROTECTION DETAILS, RISER DIAGRAMS:AND SCHEDULES LP1.4 LANDSCAPING PLANTING PLAN SANFORD, FLORIDA LP1.5 LANDSCAPING PLANTING PLAN LP1.6 LANDSCAPING PLANTING PLAN MECHANICAL LP2.1 LANDSCAPE NOTES AND SCHEDULE MO.1 MECHANICAL SYMBOLS AND ABBREVIATIONS LP2.2 LANDSCAPE DETAILS M1.1 MECHANICAL SITE PLAN LP3.1 IRRIGATION PLAN M1.2 ENLARGED MECHANICAL SITE PLAN. LP3.2 IRRIGATION PLAN M1.3 ENLARGED MECHANICAL SITE PLAN LP3.3 IRRIGATION PLAN M1.4 ENLARGED CHILLER YARD PLAN, SECTIONS AND DETAILS LP3.4 IRRIGATION PLAN M1.5 PIPING PROFILES AND DETAILS I. LP3.5 IRRIGATION PLAN M2.1 GROUND FLOOR PLAN DUCTWORK M2.2 ROOF FLOOR PLAN DUCTWORK LP4,1 IRRIGATION DETAILS M4.1 ENLARGED PLANS AND SECTIONS LP5.1 HARDSCAPE TEXTURE PLAN M4.2 ENLARGED PLANS AND AIR HANDLING UNIT DETAILS GENERAL M4.3 SECTIONS M7.1 DUCTWORK DETAILS GO 2 LIFE SAFETY FLOOR MryPLAN x M8.1 PIPING DETAILS seal/signature M8.2 PIPING DETAILS STRUCTURAL M9.1 CONTROL DIAGRAMS S1.1 STRUCTURAL NOTES AND ABBREVIATIONS M9.2 CONTROL DIAGRAMS S2.1 FOUNDATION AND GROUND FLOOR SLAB ON GRADE PLAN M9.3 CONTROL DIAGRAMS S2.2 LOW ROOF FRAMING PLAN M9.4 CONTROL SEQUENCES � S2.3 HIGH ROOF FRAMING PLAN M9.5 CONTROL DIAGRAMS S2.4 ADDITIVE BID ITEM- FRAMING PLANS & DETAILS M9.6 CONTROL .SEQUENCES :ar S3.1 WALL ELEVATIONS M9.7 CONTROL DIAGRAMS .M S4.1 SCHEDULES AND DIAGRAMS M9.8 CONTROL SEQUENCES [ e� S5.1 FOUNDATION SECTIONS AND DETAILS M9.9 CONTROL DIAGRAMS S5.2 SECTIONS AND DETAILS M10.1 SCHEDULES S5.3 SECTIONS AND DETAILS M10.2 SCHEDULES S5.4 SECTIONS AND DETAILS JOHN H. ROGERS, No. 05179 ARCHITECTURAL date ELECTRICAL A2.0 GROUND FLOOR PLAN ____16 JANUARY 200,6,. Y' A2.OA PARTIAL FLOOR PLANS ADDITIVE BID ITEM EO.1 'ELECTRICAL LEGEND AND ABBREVIATIONS ® job' number A2.1 CLERESTORY PLAN E1.1, SITE PLAN - ELECTRICAL / COMMUNICATIONS'' A2.2 ROOF PLAN E2.0' ' gGROUND 'FL`OO ' PLAN - POWER 2037.04 It A3.1 EXTERIOR ELEVATIONS - E2.1 ROOF PLAN - POWER A3.2 EXTERIOR ELEVATIONS E3.0 GROUND FLOOR PLAN LIGHTING drawn by A3.3 ADDITIVE BID ITEM EXTERIOR ELEVATIONS E4,0 GROUND FLOOR PLAN COMMUNICATIONS LEM 1. A4.1 BUILDING SECTIONS E4.1 GROUND FLOOR PLAN SOUND SYSTEM checked by A4.2 BUILDING SECTIONS E4.2 GROUND FLOOR PLAN - SOUND SYSTEM SPEAKER LAYOUT' A4.2A TOWER BUILDING SECTIONS ADDITIVE BID ITEM E4.3 GROUND FLOOR PLAN SOUND SYSTEM SECTION J WB A4.3 WALL SECTIONS E5,0 ROOF PLAN LIGHTNING PROTECTION revisions' A4.3A WALL SECTIONS TOWER ADDITIVE ;BID; ITEM E5.1 LIGHTNING PROTECTION DETAILS A4.4 WALL SECTIONS E6.1 ENLARGED PLANS A4.4A WA �L SECTIONS TOWER ADDITIVE BID ' ITEM E7.1 ELECTRICAL DETAILS A4.5 WALL SECTIONS E8.1 DIMMING SYSTEM CONNECTION DIAGRAM A4.6 WALL SECTIONS E8.2 TELEPHONE SYSTEM CONNECTION DIAGRAMS .. . It � ^. A4.7 WALL SECTIONS X8.3 "FIRE.?AL`ARM SYSTEM rrCONNECTION LDIAGkiMr r A4.8 WALL SECTIONS E9.1 WIRING DIAGRAMS` ak. A4.9 WALL SECTIONS E10.1 SINGLE LINE -'DIAGRAM A6.0 DOOR SCHEDULE, DOOR, WINDOW, ' LOUVER & FRAME TYPES E11.1 ELECTRICAL SCHEDULES A7.0 PARAPET ELEVATION DETAILS E11.2 DIMMING PANEL SCHEDULES A7.1 EXTERIOR DETAILS E12.1 LUMINAIRE SCHEDULE A7.2 PARAPET DETAILS, ROOF DETAILS E13.1 PANELBOARD SCHEDULE A7.3 PARAPET DETAILS, ROOF DETAILS A7.4 PARAPET DETAILS, ROOF DETAILS, FOUNDATION DETAIL Ir A7.5 PARAPET- DETAILS, ROOF DETAILS A7.6 PARAPET DETAILS, ROOF DETAILS AND TRIM DETAILS C. A7.7 PARAPET DETAILS, ROOF DETAILS A7.8 PARAPET DETAILS, ROOF DETAILS A7.10 DOOR DETAILS Most title/contents A7.11 DOOR AND WINDOW DETAILS A7.12 DOOR AND WINDOW DETAILS A7.13 WINDOW DETAILS INDEX L A7.14 WINDOW DETAILS GENERAL A7.15 DOOR AND LOUVER DETAILS A7.16 PARAPET DETAILS, ROOF DETAILS, FOUNDATION DETAIL INFORMATION A7.17 PARAPET DETAILS, ROOF DETAILS A8.0 ENLARGED FLOOR PLANS A8.1 ENLARGED FLOOR PLANS A8.2 PARTITION TYPES A8.3 PARTITION TYPES A8.4 INTERIOR DETAILS A8.5 INTERIOR DETAILS drawing number A8.6 INTERIOR DETAILS A8.7 INTERIOR DETAILS G A9.0 GROUND FLOOR REFLECTED CEILING PLAN A13.0 EQUIPMENT ELEVATIONS TYPICAL 0 ■I r` S qi: J' I I' G1111 !!��l 1j=q _.L 1L -A A 9=. %W %tw od"; M 01. hi Irr Ilk 1� ZONED "PD" RECOVERED NAIL & DISK 18 3778 TINKELPAUGH" ZONEI..,1 ON PROPERTY ONE EXTENDED -IN CENTERLINE OF 30' RIGHT OF WAY Aq) 30, RIGHT' OF WAY' RAND YARD ROAD S 00-22'lg" E 1020-18' 772- (P) 788.14' (F) ........... N 2.32.00; . . . . .. . . . .... . ........ ......... ZE Q) 1* LJ L6 AILN Ne, 'NN _Z) C) Z LAJ L a SCALE: I 100' z LL_ 100 0 100 200 W GRAPHIC SCALE . . . ......... ... . . ................. N 00"2P19" W 431.62' ffl N, 100, -30 C1) 14 14 Q L11 oa 'CNN ,313.00' . . .. .. . . ......................... . ..... S 0072'19" E 664,75' . ....................... - - — ­­ - - . . ........... . 14 N, 1-„_a-5'.. t4� §;Q. T- CEL 11 IN CELLUI-1.111? PIONF \Nm PO C3 p< — N 4 4 G) A� . . .......... . ........ . . . ................. . ... . . ........ . .. ...... ............................ . . . ... ;1K Lf I ) V: -1 10 C LW Ono z .. . M �p ..... .... W 'ZI 11�j N tK c) Lki Cj QL I -K M d C�) LLJ N) L Ltj Co 4, �j N N 7, N L r (NI a (-S 14 C)o Q N L, rLQ ;�t ............ LLj P L4 En 00 ..... . ..... 19,9 Lu 4 Lo N 00*22'19" W_ 100,61 . . . ... ..... . . ...... ..... . . . .......... . 91, E t— , - ___ . . . ................ �OV F j Tj 15 r?,E( E )Er 1 " IRON PIPE N 00 10J'05 W ("NO NUMBE4?) N 00*22'19"' W 1068.90' CENTERLINE C6 100.00 A/ PAGE 1885 MWISH ROWD Cj r2 (7) TO f3f- VA CA 7'ED PER O.R.B. 4017 ....... . ..... P. C. N 00 *03'05 —9-00 7 1 W W '*2 2 rfg"" _C' 10 6 q—.1 3 Q_ 700.0- 1k, g POIN T OF 115 - LJ - TAX PARCEL ID # RECOVERED 1" IRON PIPE -1 RMINA TION N TE 22-19- 30-5AD- 0000-0,320 Lo J110 100.00 UU _0 -,�, �p or, I " S 70'32'11 W /nARCEL 1 S 00 103,05, '.� E_ L6 N ZON[B "P/, 7 � - z) S 895256 " E IN ­­­, Lu 0. 53' Z 15.64' (F) 14.8;07' (7) _C0 VE 59 IL (z RI ",R[E.' I /RON' f IMPR 0 VEME N TS HAVE BEEN c)'SUNZ) (NO NUMBER) L4" � F. DEP1C7'T,­D FOR WISH ROAD Lr 41 S) RECO VERED I" IRON PIPE N 21 '131 E C2, 110 ,,j d -.-N . (a ()n AND NARCISSUS AVENUE f�')R ;Q U) N N (� 1B 3778" 77 M":," PROPO.S"ED NAl'?CISSUS A VE INI"ORMARONA1. PURPOSES OM, Y a o.9, 01 LL Z .01 N 08'38'79" PP" -4� 10 P, O„6. (PER DEED) FOR VA CA TION, 00 O� 31' ........... NW COAAVER OF L�OT 32 . ........ — (.0 N1 4� .......... . ..... . . . . ............. .. . .................. . . ....... .. ..... . .. .. - - - — — - --­­ --------- zz N 00'22'19 W 1464.898' )T s J� a 00 .. . . .............. .. .............. . ... . ............. 1464,89, V) LLJ (P) �3 66Z9' 5 N07E #14 N 00 024'08 W IN TENDED P. CB, FOR [11 POINT OF N d, "THE PROPOSED NARCIS-3US i:� Colo) AVE, VACATION OR M1`75-1-1 ROAD LQ L ESS PAA "L E 155.00' OF' W 255�00' SE, CORNEf�, E 15 5 00" OF Ot E 155.64..Y 0c W 2.55.00' L" 0" OF L075- J3 40 W 255. 0 -t Q, U Q RECOVENED, 1" IRON PIPE 1.119 3 '78 IINKI_D-DAUGH" U) 6; P0 Q, co Z 0i f" 40M' OF W IM00' 7 2' k_4 A/ 88'18 " 1 W, O� 7; Li, .......... ........... . . ....... ... . ........ .... ... ... ........ . . ...... . . ........ . ........... VI":"N 3,2,7_ -x4w CO CREFIE-7 _A40N,(.Jd N 00-19'34" E 349.81' L6 L5j E 40,00' OF W. 100,00" L ESS F`A A-) EL "A "I"17M I -S 4702 ... . .................. V� ... ......... W, b W 60'„.. ....... ... .. ... .... ,70NED A " G N10079'34” E 209.119' X11.... . ....... . .. . ........... . ........... ............. . . Lai N LA,208. 8, �z) r L.OT CL ZONED "A-1" . . ............ ARIN 7ANG . ...... . . ...... . ........ . ................ _ NG T 'IEW7" CHORD Bf. "G NUA48 RADIUS Dl`i_ T�11 L f-, H ' .2 ................... ... . . ................ 4� 40 . . ... . .... ............. . . ... . ........ ...... . ... C) CL Lkj 370� 00 7 1'12 56.32 72.29 N 0,, 'JJ'l 6 E QI ............ 1-- 2 LQ PS4 q,-r- (�2 4,30. 06) 11 ,3 1 '5 6 86,55 41142 86.40 N 05'23'39 E CIS ... ........ . .. . ..... . .... ............. - C L6 fa) P� N j N51 j"( Q_ N 74' 4'7_ 15Z 36 S 05111213,39", W 41 07 4. kw N N z .1 Lo . ...... ............ . . .......... .1.1.1...?. 7. 00 74.35 rz...... .. ... 5 Q) �o -j C4 00 11 '1242? 84,14 42. 21 84.01 S 05'33'16 " PV Q 0 I LL C5 400.0 11 '124.2 78,27 439.3 ;W. I N 05` x''16"' E .. . . . ........ C6 40(,T., 0 1 1,.3'17 `56 80,51 .40.4 80.4 N 05'23,39" E ......... . ..... .... . .................. ... U rj r 0 C14 N 0858-01 1 2 3 4 5 (5 7 R 0MwGon, M LOVELOCK & FMTZ, WC. Architecture A Engineerings Interior: Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 Telephone (407) 647-1039 Telefax (407) 629-9409 License Number. AA 0000584 License Number ES 0000820 project title & owner's name CATHOLIC DIOCESE OF ORLANDO B ALL SOULS CATHOLIC COMMUNITY 21 !1, CHURCH BUILDING SANFORD, FLORIDA seal/signature I sheet 00 of M�i dl A /Miller"� Engineering, Inc. D 1516 Hillcrest Street, Suite 212 Orlando, Florida:::_.32803 (407) 841 —4084 C E.B. #3479 date 16 JANUARY 2006;at Job number 2037.04fh drawn by ENGINEERING PLAN E. R. E,, chocked by rr 31" A. R. M. E revisions sheet 00 of M�i dl D sheet title/contents ENGINEERING PLAN BOUNDARY SURVEY E 1" = 100, 2 drawing number sheet 00 of M�i dl I II I f t 1 1 I I I I L. L, L, I I I SII I I I I ,I � 0 I S FS yy i 1 i 3 n Y) � 0 I S FS yy i 1 i 3 I I I I F ( I I (F) 2. delineates all lot lines and shown the location and dimension of all improvements (excluding pads, roadways and parking areas) on the subject k n Y) SURVEYOR'S LEGEND 0 = RECOVERED 1 " IRON ROD :4 p h w p t 4 4 t SURVEYOR',S' CERTIFICATE 11� hereby certify that said survey: E 1. was made on the ground and is correct; (F) 2. delineates all lot lines and shown the location and dimension of all improvements (excluding pads, roadways and parking areas) on the subject property; _NARCISSUS ThatP art of the _30 feet wide right-of-way of Narcissus Avenue lying North of Lots 28, 29, 30, 31 and 32 of the Florida Land and Colonization Company's Celery Plantation, as recorded in Plat Book 1, 3. shows the location of all visible or recorded easements, rights-of-way and other matters of record affecting the subject property as disclosed (P) by Title Insurance Commitment Numbers 100003784, Number 100004425, and Number 100004426 issued by Chicago Title Insurance Company. (T) 4. this survey shows the means of access and location and rights-of-way boundaries of all adjoining streets; A5. notes any and all building set -back lines established by applicable zoning and/or other governmental ordinances or regulations (setbacks not N depicted). P.O.L. do further certify that: of said Lot 6 for 1165.96 feet; thence N 89'50'09"W alon the South line of Lot 5, said plat of Florida Land and Colonization Company's Celery Plantation; thence N 89'52'56"W along the South line ,9 6. there are no encroachments upon the boundary linen of the subject property or upon any easement areas except for the following matters 0858-01 shown on the survey: overhead wires at NE. corner of Lot 28, drainage structures and piping along the W. right of way line of Rand Yard Road, AND, possible use of Ingress, Egress and Maintenance of The Canal along the My and NW'ly lines of Lot 5, and any other encroachments depicted on A PART OF MEISH ROAD (to be vacated): the face of this survey not listed hereon. A part of Lots 41 and 32 of the Florida Land and Colonization Company's Celery Plantation as recorded in Plat Book 1, Page 129, of the Public Records of Seminole County, Florida, and lying in the the S.C.L. railroad 7. ingress and egress to the subject property is provided by: State Road #46, Rand Yard Road, Unnamed 30 right of 'way along t , as Meish Road and more particularly described as follows: Northwest 1/4 of Section 27, Township 19 South, .Range. 30 East, Seminole County, Florida, being that part of .Lots 41 .and 32 dedicatedP Y and Narcissus Avenue,upon which the property fronts, the some being a paved and dedicated public right of ways accepted and maintained by Commencing at Southeast corner of the East. 155.00 feet of the West 255.00 feet of Lots 33 and 40 of the Florida Land and Colonization Company's Celery Plantation as recorded in Plat Book 1, Florida Department of Transportation (SR #46), Seminole County, Florida and/or The City of Sanford, Florida. .the. Page 129 of the Public Records of Seminole Count Florida; thence run North 89'56'54" East along the North right of way line of State Road #46 for a distance of 205.33 feet to the point of Beginning Y, 8. the subject property does not serve and is not served by any adjoining property for drainage, ingress and egress or any other purpose; ' ed centerline; thence North 00'03'05" West along the centerline of proposed 60.00 feet right of way for a distance of a 60 foot wide road right of way lying 30 feet on either side of the following describ 9 P P 9. the street address of the property is NA � �� the point of curvature of a curve concave Easterly, having a radius of 400.00 feet and a central angle.of of 11'12 42 ; thence run Northerly along the arc of the curve for a distance of of 100,00 feet to p Y 9 10. The total square foot area of the subject property is 2,735,676.74 sq. ft. � " •tangency,curve concave Westerly having a radius of 400.00 feet and a central 78.27 feet to the point of .thence run North 11 09 37 East for.. a .distance of 139.91 feet to the point of curvature of a cu y g P 11. the total square foot area of the building(s) located on the subject property is 1921 sq, ft . angle of 11'31'56"; thence run Northerly along the arc of the curve for a distance of 80.51 feet to the point of tangency; thence run North 00'22'19" West for a distance of 1068.90 feet to a point on 12. the total number of parking spaces located on the subject property is NA E I do further certify that the survey represented hereon meets the requirements of the MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING AND B MAPPING IN THE STATE OF FLORIDA in accordance with CH.61G17-6, of the Florida Administrative code. E .SURVEYOR'S REPORT.• R 1) Based on the National Flood Insurance Program "FIRM" Map Community - Panel Number 120294 0035 E & 0045 E Dated 4/17/95 the above PLAN described Property is located in Zone "X", Areas determined to be outside the 500 year flood plain. 2) Bearings are based on: The E. line of the E. 255.00' of Lots 33 & 40, as being N 00'22'19" E, per a survey by Tinklepaugh Surveying LEGAL E Services, dated 7/21/92, order #T92C21. 3) Vertical Datum is based on: Seminole County Benchmark #2583801, as having an elevation of 25.52'. 4) The Surveyor has not abstracted the lands shown hereon for easements and/or rights of way of record but has relied upon that abstract prepared by Chicago Title Insurance Company. as referenced in paragraph 3 in the above Surveyor's certificate. 5) No underground installations, utilities, foundation footings, or improvements have been located except as noted. P.O.B. 6) There may be additional restrictions that are not recorded on this survey that may be found in the public records of this county. 7) There is no evidence on the ground of use of the property which might suggest a possible claim of easement other than those shown- on the survey. 8) This Survey was prepared for the Identities named hereon and is "nontransferable". O.R.B. =OFFICIAL RECORDS BOOK 9) Improvements within their specific easements have not been located as a part of this survey. 10 Due to the Differences between Plat and Field ` measurements the S. line of the N. 504' and the N. line of the S. 272' of lot 45 are not ' n was to "less out" all that portion of lot 45 lin South of the coterminous,. but it is the .opinion of this Surveyor that the intent of the descriptio P lying I N. line of the S. 272' of the N. 504' of said lot 45. 11) Setbacks per city of Sanford planning are as follows: ZONING FRONT aQE REAR HEIGHT RI1 25' 15' 20' 35' M12 25' 15' 20' 35' GC2 25' 10' 20' 35' 12)'This surveyis based on previous survey's by Tinklepaugh Surveying Services, Inc., Order # T95B82, dated 6/7/95 & Order `#T93643, dated P Y 6/11/95. 13) Exceptions shown in Schedule B, Section 2 of the above referenced title commitments (see legal description) are shown hereon or listed below: (standard exceptions listed as items 1 - 4 on said commitments not listed) For information: Annexed into the City of Sanford by City Ordinance No. 1889 and .1915, recorded in Official Records Book 1918, Page 1228, Official Records Book 1930, Page 435, of the Public 'Records) of Seminole County, Florida. 14) The shaded area depicted hereon reflects an ambiguous call, whereby the Northwest corner of Lot 32 (reflected in a legal 'description provided by client, recorded in O.R.B. 4017, Page 1889) lies 31.98 'feet east of the apparent point of beginning. As advised by client, the conflict is being intended point of beginning. addressed. Therefore, for the purposes of this survey, the dimensions and acreage shown. hereon acquiesce the p g g• 15) Underground gas lines are based on markers labeled "Underground Gas Line", size undetermined. D 16) Contact information for Antenna: (a) Bellsouth Mobility, Site #27, 1-305-319-0017, (b) For Lease Information: Crown Castie Inter. Corp., Site 812954, 1-877-486-9377 and FCC # 1029737. *NOTE: PER ORDINANCE NO. 3622 THE PART OF NARCISSUS AVENUE DESCRIBED HEREON SHALL REMAIN AN INGRESS/EGRESS EASEMENT FOR PUBLIC ACCESS UNTIL ONE OR MORE OF THE FOLLOWING OCCUR: A. KENNEL ROAD IS IMPROVED/CONSTRUCTED TO CITY STANDARDS BETWEEN S.R. 46 AND NARCISSUS AVENUE IN A MANNER THAT PERMITS TRUCK TRAFFIC AND TRUCK TURNING MOVEMENTS; OR B. WHITE CEDAR ROAD IS IMPROVED TO CITY STANDARDS BETWEEN S.R. 46 AND NARCISSUS AVENUE IN A MANNER THAT PERMITS TRUCK TRAFFIC AND TRUCK TURNING MOVEMENTS; OR C. AIRPORT BOULEVARD EXTENSION (RAND YARD ROAD) IS IMPROVED AND EXTENDED TO CITY STANDARDS FROM S.R. 46, NORTHERLY,', TO PROVIDE CONNECTION TO C.R. 15. n Y) SURVEYOR'S LEGEND 0 = RECOVERED 1 " IRON ROD :4 p h w p t 4 4 t "LB 3778 TINKLEPAUGH" 11� = RECOVERED NAIL & DISK E "LB 3778 TINKLEPAUGH" (F) = FIELD MEASURED OR CALCULATED FROM FIELD _NARCISSUS ThatP art of the _30 feet wide right-of-way of Narcissus Avenue lying North of Lots 28, 29, 30, 31 and 32 of the Florida Land and Colonization Company's Celery Plantation, as recorded in Plat Book 1, MEASUREMENTS (P) = PER PLAT (T) = PER PREVIOUS SURVEYS BY o TINKLEPAUGH SURVEYING SERVICES N AND P.O.L. = POINT ON LINE of said Lot 6 for 1165.96 feet; thence N 89'50'09"W alon the South line of Lot 5, said plat of Florida Land and Colonization Company's Celery Plantation; thence N 89'52'56"W along the South line ,9 = SPOT ELEVATION (TYPICAL) 0858-01 r AND, l'. n Y) l f I IffY If t F 4 7 1 §Y # 3 k f 1 J a 1 L :4 p h w p t 4 4 t m sig ^. 11� �1 f 3 C I�C1; d =WATER METER x�FIF d . ,T , ,a. re u x,� a� �1'✓s . •w r # rr e a 4 , k math dr a � rr, l hY , _NARCISSUS ThatP art of the _30 feet wide right-of-way of Narcissus Avenue lying North of Lots 28, 29, 30, 31 and 32 of the Florida Land and Colonization Company's Celery Plantation, as recorded in Plat Book 1, being more particularly Pae 129 of the Public Records of Seminole County, Florida, and lying in the Northwest 1/4 of Section 27, Township. 19 South, Range 30 East, Seminole County, Florida; the sameg p y 9 = WATER VALVE n Y) i M F � I A lei s r+^^^ 1 1^� fi T Y� t � t �.n G m sig ^. 11� �1 f 3 C I�C1; Fv =WATER METER prifW Y�1, "l t A PART OF AVENUE (to be vacated): f,qt _NARCISSUS ThatP art of the _30 feet wide right-of-way of Narcissus Avenue lying North of Lots 28, 29, 30, 31 and 32 of the Florida Land and Colonization Company's Celery Plantation, as recorded in Plat Book 1, being more particularly Pae 129 of the Public Records of Seminole County, Florida, and lying in the Northwest 1/4 of Section 27, Township. 19 South, Range 30 East, Seminole County, Florida; the sameg p y 9 = WATER VALVE described as follows: = OVERHEAD UTILITY WIRES Beginning at the Northwest corner of Lot 32, Florida Land and Colonization Company's Celery Plantation, as recorded in Plat Book 1, Page 129 of the Public Records of Seminole County, Florida, thence S CONCRETE MONUMENT "PRM LS 4702" 9'50'09"- E along the North line of Lot 32 for 205.14 feet; thence S 89'52'56" E along the North line of Lot 32, and Lots 31, 30, 29, and 28 for 1207.84 feet to the Southwesterly right of way line of 8 9 AND Cele sterl right of way line for 51.58 feet to the Southeast corner of Lot 6, said plat of Florida Land and Colonization Company'sry D a 30 foot- unnamed road; thence N 54 18.38 W along said Southwesterly g y of said Lot 6 for 1165.96 feet; thence N 89'50'09"W alon the South line of Lot 5, said plat of Florida Land and Colonization Company's Celery Plantation; thence N 89'52'56"W along the South line ,9 l Plantation, for 205.04 feet; thence S 00'0951 " W for 30.00 feet to the Point of Beginning. r AND, l'. A PART OF MEISH ROAD (to be vacated): T f A part of Lots 41 and 32 of the Florida Land and Colonization Company's Celery Plantation as recorded in Plat Book 1, Page 129, of the Public Records of Seminole County, Florida, and lying in the as Meish Road and more particularly described as follows: Northwest 1/4 of Section 27, Township 19 South, .Range. 30 East, Seminole County, Florida, being that part of .Lots 41 .and 32 dedicatedP Y i Commencing at Southeast corner of the East. 155.00 feet of the West 255.00 feet of Lots 33 and 40 of the Florida Land and Colonization Company's Celery Plantation as recorded in Plat Book 1, l .the. Page 129 of the Public Records of Seminole Count Florida; thence run North 89'56'54" East along the North right of way line of State Road #46 for a distance of 205.33 feet to the point of Beginning Y, = WELL ' ed centerline; thence North 00'03'05" West along the centerline of proposed 60.00 feet right of way for a distance of a 60 foot wide road right of way lying 30 feet on either side of the following describ 9 P P ry ^ s; � �� the point of curvature of a curve concave Easterly, having a radius of 400.00 feet and a central angle.of of 11'12 42 ; thence run Northerly along the arc of the curve for a distance of of 100,00 feet to p Y 9 y � " •tangency,curve concave Westerly having a radius of 400.00 feet and a central 78.27 feet to the point of .thence run North 11 09 37 East for.. a .distance of 139.91 feet to the point of curvature of a cu y g P i angle of 11'31'56"; thence run Northerly along the arc of the curve for a distance of 80.51 feet to the point of tangency; thence run North 00'22'19" West for a distance of 1068.90 feet to a point on IF. t E N G I N E r R {(s PLAN 14 U War LEGAL DESCRIPTION PARCEL LEGAL DESCRIPTIONS PROVIDED BY CLIENT PARCEL 1: Those portions o y f the Souther) 350.00 feet of Lots 40 and 41, the Florida Land and Colonization Company's Celery Plantation according to the plat thereof as recorded in Plat Book 1, Page 129, of the Public Records of Seminole County, Florida, lying Westerly of the Proposed Meish Road Right of Way Extension as recorded in Official Records Book 2494, Page 265, of the Public Records of Seminole County, Florida, LESS the Westerly 255.00 feet of said Lot 40., PARCEL 2: The Northerly232,00 feet of Lot 45, the Florida Land and Colonization Company's Celery Plantation, according the plat thereof as recorded in Plat Book 1, Page 129, of the Public Records of Seminole County, Floria. ROGERS LOVELOCK & FRITZ, INC. PARCEL 3: 9 the Florida Land Colonization Company's Celer Plantation, according to the plat thereof as recorded in Plat Book 1, Page 129, of the Public Records of The Southerly 386.00 feet of Lots 26 and 2Y 9 Seminole County, Florida. Architecture A Engineering PARCEL 4:' Lots 5 and 6, the Florida Land and Colonization Company's Celery Plantation, according to the plat thereof as recorded in Plat Book 1, Page 129, of the Public Records of Seminole County, Florida. Interior Design PARCEL 5: 145 Lincoln Avenue 1 Pae 129 of the Public Records of Seminole Count Florida, LESS P.O.Box 730 Lots 28 and 29 the Florida Land and Colonization Company's Celery Plantation, according the plat there of as recorded in Plat Book g Y Lo the Southerly 386.00 feet thereof. Winter Park, Florida 32700-0780 Telephone (407)' 847-1089 PARCEL 6: Telefax (407) 629-9409 Lots 30, 31, 42 and 43, the Florida Land and Colonization Company's Celery Plantation, according to the plat thereof as recorded in Plat Book 1, Page 129, of the Public Records of Seminole County,` so LESS the West 228.00 feet of the North 125.00 feet of said Lot 31. Florida, LESS the North 125 feet of the East 150 feet of said Lot 30, and al License Number AA C000664 according to the lot thereof as recorded in Plat Book 1, page 129, of the Public License Number ES 0000629 TOGETHER WITH those portions of Lots 32 and 41, the Florida Land and Colonization Company s Celery Plantation, g p P 9 Records of Seminole County, Florida, lying Easterly of the Proposed Meish Road Right of Way Extension, as recorded in Official Records Book 2494, Page 265, of the Public Records of Seminole County, Florida. project title & owner's name PARCEL 7: ' thereof as recorded in Plat Book, 1, Pae 129, of the Public Records of I` Those portions of .Lots 32, 33, 40 and 41, the Florida Land and Colonization Company's Celery Plantation, according to the plat h 9 CATHOLIC DIOCESE d Ri of Extension as recorded in Official Records Book 2494, of the Public Records of Seminole County, Florida, LESS the Westerly Seminole County, Florida, lying Westerly of the Proposed Meish Roa g ht Wa y 255.00 feet of said Lots 40 and 33, and also LESS the Southerly 350.00 feet of said Lots 40 and 41. OF ORLANDO PARCEL 8: The West 228 feet of the North 125.00 feet of Lot 31, Florida Land Colonization Company's Celery Plantation, according to the plat thereof as recorded in Plat Book 1, Page 129, Public Records of f, Seminole County, Florida. a B PARCEL 9: The East 150 feet of the North 125 feet of Lot 30, less the West 90 feet thereof, Florida Land and Colonization Company's Celery Plantation, according to the plat thereof as recorded in Plat Book 1, Page 129, Public Records of Seminole County, Florida. ALL SOUL.! PARCEL 10: CATHOLIC COMMUNITY Lot 44, FLORIDA LAND AND COLONIZATION COMPANY'S CELERY PLANTATION, according to the plat thereof as recorded in Plat Book 1, Page 129, Public Records of Seminole County, Florida. I CHURCH BUILDING PARCEL 11: , The East 150 feetof the North 125 feet of Lot 30 LESS the East 60 feet thereof of THE FLORIDA LAND AND COLONIZATION COMPANY'S CELERY PLANTATION, according to the plat thereof as recorded in SANFORD, FLORIDA . Plat Book 1, Page 129, Public Records of Seminole County, Florida. A PART OF NARCISSUS AVENUE (to be vacated): seal/signature That Part of the 30 feet wide right-of-way of Narcissus Avenue lying North of Lots 28, 29, 30, 31 and 32 of the Florida Land and Colonization Company's Celery Plantation, as recorded in Plat Book 1 Page 129 of the Public Records of Seminole County, Florida, and lying in the Northwest 1/4 of Section 27, Township 19 South, Range 30 East, Seminole County, Florida; the some being more particularly �? described as follows: ' lot Book 1 Pae 129 of the Public Records of Seminole County, Florida, thence S Beginning at the Northwest corner of Lot 32, Florida Land and Colonization Company's Celery Plantation, as recorded in P g 9 9 89'50'09" E along the North line of Lot 32 for 205.14 feet; thence S 89'52'56" E along the North line of Lot 32, and Lots 31, 30, 29, and 28 for 1207.84 feet to the Southwesterly right of way line of " ion Company's Cele /Miller 18 38 W along said Southwester) right of way line for 51.58 feet to the Southeast corner of Lot 6, said plat of Florida Land and ColonizatCelery a 30 foot unnamed road; thence N 54 g Y 9 Y Plantation; thence N 89'52'56" W along the South line of said Lot 6 for 1165.96 feet; thence N 89'50'09 W along the South line of Lot 5, said plat of Florida Land and Colonization Company's Celery Plantation, for 205.04 feet; thence S 00 09 51 W for 30.00 feet to the Point of Beginning. r Engineering, Inc. A PART OF MEISH ROAD (to be vacated): Ionization Company's Celer Plantation as recorded in Plat Book 1, Pae 129, of the Public Records `of Seminole County, Florida, and lying in the 51 or Hillcrest street, suite 2� 2 A part of Lots 41 and 32 of the Florida Land and Coy 9 - F�o.rida .32803 �'a! Northwest 1/4 of Section 27, Township 19 South, Range 30 East, Seminole County, Florida, being that part of Lots 41 and 32 dedicated as Meish Road, and more particularly described as follows: (407) 841-4084 4; E.B. #3479 Commencing at the Southeast corner of the East 155.00 feet of the West 255.00 feet of Lots 33 and 40 of the Florida Land and Colonization Company's Celery Plantation as recorded in Plat Book 1, date Page 129 of the Public Records) of Seminole County, Florida; thence run North 89'56'54 East along the North right of way line of State Road #46 for a distance of 205.33 feet to the point of Beginning lying 30 feet on either side of the following described centerline; thence North 00'03'05' West along the centerline of proposed 60.00 feet right of way fora distance l of a 60 foot wide road right of way y g 9 distance of 16 JANUARY 2006 of 100.00 feet to the point of curvature of a curve concave Easterly, havinga radius of 400.00 feet and a central angle of 11'12'42"; thence run Northerly along the arc of the curve for a • P y int of curvature of a curve concave Westerly having a radius of 400.00 feet and a central 78.27 feet to the pont of tangency, thence run North 11 09 37 East for a distance of 139.91 feet to the point Y 9 angle of 11'31'56" thence run Northerly along the arc of the curve for a distance of 80.51 feet to, the point of tangency; thence run North 00'22'19" West for a distance of 1068.90 feet to a point on lob number 9 _ Y the South right of way of Narcissus Avenue being the point of Termination. 203-]•04 drawn by THE FOLLOWING IS A SIMPLIFIED DESCRIPTION (combined) OF THE ABOVE PARCELS: E.R. . Lots 5, 6, 28 through 33 inclusive, 40 through 44 inclusive, and the northerly 232.00 feet of Lot 45, THE FLORIDA LAND AND COLONIZATION COMPANY'S CELERY PLANTATION, according to the plat thereof checked by �I as recorded in Plat Book 1, Page 129 of the Public Records of Seminole County, Florida, - " A.R.M. TOGETHER WITH, =WATER METER GAS revision I„ A PART OF AVENUE (to be vacated): -RECOVERED 4x4 _NARCISSUS ThatP art of the _30 feet wide right-of-way of Narcissus Avenue lying North of Lots 28, 29, 30, 31 and 32 of the Florida Land and Colonization Company's Celery Plantation, as recorded in Plat Book 1, being more particularly Pae 129 of the Public Records of Seminole County, Florida, and lying in the Northwest 1/4 of Section 27, Township. 19 South, Range 30 East, Seminole County, Florida; the sameg p y 9 = WATER VALVE described as follows: = OVERHEAD UTILITY WIRES Beginning at the Northwest corner of Lot 32, Florida Land and Colonization Company's Celery Plantation, as recorded in Plat Book 1, Page 129 of the Public Records of Seminole County, Florida, thence S CONCRETE MONUMENT "PRM LS 4702" 9'50'09"- E along the North line of Lot 32 for 205.14 feet; thence S 89'52'56" E along the North line of Lot 32, and Lots 31, 30, 29, and 28 for 1207.84 feet to the Southwesterly right of way line of 8 9 AND Cele sterl right of way line for 51.58 feet to the Southeast corner of Lot 6, said plat of Florida Land and Colonization Company'sry D a 30 foot- unnamed road; thence N 54 18.38 W along said Southwesterly g y of said Lot 6 for 1165.96 feet; thence N 89'50'09"W alon the South line of Lot 5, said plat of Florida Land and Colonization Company's Celery Plantation; thence N 89'52'56"W along the South line ,9 l Plantation, for 205.04 feet; thence S 00'0951 " W for 30.00 feet to the Point of Beginning. r AND, l'. A PART OF MEISH ROAD (to be vacated): i A part of Lots 41 and 32 of the Florida Land and Colonization Company's Celery Plantation as recorded in Plat Book 1, Page 129, of the Public Records of Seminole County, Florida, and lying in the as Meish Road and more particularly described as follows: Northwest 1/4 of Section 27, Township 19 South, .Range. 30 East, Seminole County, Florida, being that part of .Lots 41 .and 32 dedicatedP Y = GAS VALVE Commencing at Southeast corner of the East. 155.00 feet of the West 255.00 feet of Lots 33 and 40 of the Florida Land and Colonization Company's Celery Plantation as recorded in Plat Book 1, l .the. Page 129 of the Public Records of Seminole Count Florida; thence run North 89'56'54" East along the North right of way line of State Road #46 for a distance of 205.33 feet to the point of Beginning Y, = WELL ' ed centerline; thence North 00'03'05" West along the centerline of proposed 60.00 feet right of way for a distance of a 60 foot wide road right of way lying 30 feet on either side of the following describ 9 P P � �� the point of curvature of a curve concave Easterly, having a radius of 400.00 feet and a central angle.of of 11'12 42 ; thence run Northerly along the arc of the curve for a distance of of 100,00 feet to p Y 9 s hest title/contents � " •tangency,curve concave Westerly having a radius of 400.00 feet and a central 78.27 feet to the point of .thence run North 11 09 37 East for.. a .distance of 139.91 feet to the point of curvature of a cu y g P C.P. _ ',CORRUGATED PLASTIC PIPE angle of 11'31'56"; thence run Northerly along the arc of the curve for a distance of 80.51 feet to the point of tangency; thence run North 00'22'19" West for a distance of 1068.90 feet to a point on " RECOVERED 1/2 IRON "LB E N G I N E E R I N PLAN the South right of way of Narcissus Avenue being the point of Termination. LESS the Westerly 255.00 feet of said Lots 33 and 40, LEGAL E wM - " DESCRIPTION o =WATER METER GAS __ GAS LINE � -RECOVERED 4x4 NOTE.• H = WATER VALVE O it = OVERHEAD UTILITY WIRES CONCRETE MONUMENT "PRM LS 4702" ALL BEARINGS AND DISTANCES SHOWN HEREON ARE BOTH FIELD MEASURED (OR CALCULATED FROM FIELD MEASUREMENTS) AND PER PREVIOUS AND NOTES SURVEYS BY TINKLEPAUGH SURVEYING .SERVICES, INC. (REFERENCED HEREON), UNLESS NOTED OTHERWISE. ® = GAS VALVE UFO = > UNDERGROUND FIBER OPTICS ® = WELL Ssv ►. = FORCE MAIN VALVE C.P. _ ',CORRUGATED PLASTIC PIPE 0 " RECOVERED 1/2 IRON "LB NONE ROD 5777" = UTILITY POLE R.C.P. = REINFORCED CONCRETE PIPE drawing number P.O.B. =POINT OF BEGINNING = LIGHT POLE C.M.P. = CORRUGATED METAL PIPE O.R.B. =OFFICIAL RECORDS BOOK IddmmkkIdembb.� 0TELE = UNDERGROUND TELEPHONE WARNING POST P.V.C. = POLYVINYL CHLORIDE PIPE 0 =CATCH BASIN � M.E.S. = MITERED END SECTION = SIGN V - PRESSURE VALVE -� = GUY WIRE ANCHOR DOUBLE POLE SIGN IAA=MATCH LINE (TYPICAL) "Unless noted otherwise" 3 U Al u A __ ._ _ _ .. I I I - _ 1 I..-.- —1 _—--_�-_.__ __._.m_.-.... _ _ _, _� ._ _.. ..__ 4 I ...w�_._:_ __: � _ _ „ I___ _ _ �.a. e I rw ., �; _ ; r` _-- ._.... _. _ ...y ... �.. ..L.�.. . I I w. .._LII 1 lI. V... II y.l _.I �I .. '.: LI .� I �... '...-___ __w..:...` ___. __ — .._,_!..__.. __...-._.__� ..____ .�.—.— _..._ .:. .. _. ___.�. _ _.__ �_,... '�_� ”. 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',, ...-...w,... _ ..,W,..„._�.,.:,. r I II L 9 R I II � i i �L.II l A B u 0858-01 2 3 U N i t I r ? t ' 5,21 t(kyry�� P, 1< i GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO CITY OF SANFORD STANDARDS ,AND SPECIFICATIONS AND TO THE FLORIDA DEPARTMENT OF r TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,` Pk MOST RECENT EDITIONS. 12 2. A.R. MILLER ENGINEERING, INC. SHALL BE NOTIFIED IMMEDIATELY OF ANY SITUATION REQUIRING DEVIATION ROGERS LOVELOCK FRITZ' `INC. FROM THESE PLANS AND SPECIFICATIONS. ' ' 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ISSUING APPROPRIATE NOTIFICATION TO ALL GOVERNMENT Architecture AGENCIES,PRIVATE UTILITIES AND THE OWNE R S REPRESENTATIVE OF THEIR INTENDED WORK SCHEDULE PRIOR TO Engineering COMMENCING CONSTRUCTION. Interior j Design I G�' 4. SHOP DRAWINGS OF ALL MATERIAL BEING USED FOR CIVIL SITE WORK SHALL BE SUBMITTED TO THE ENGINEER 145 Lincoln Avenue FOR APPROVAL PRIOR TO INSTALLATION. P.O. Box 780 Winter Park, Florida 32790-0780 5. EXISTING UTILITIES WERE LOCATED FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE Telephone (407) 647-103e RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST, ABOVE OR BELOW GROUND. Telefax (407) 629-9409 f THIS IS TO INCLUDE, BUT NOT BE LIMITED TO, THE LOCATION OF STORM DRAINS FROM THE BUILDING, STORMWATER EXFILTRATION SYSTEMS, SANITARY SEWER, GAS, ELECTRIC, WATER AND .IRRIGATION LINES. PR/OR TO License Number AA 0000684 CONSTRUC om. CONTRACTOR REQUIRED TO CALL SUNSHINE - 1-800-432-4770 FOR ALL UTILITY LOCATES 48 License Number EB 0000629 HOURS PRIOR TO EXCAVATION. project title a owner's name 1 6. UNDERGROUND UTILITY LINES SHOWN HEREON ARE PER SURFACE MARKINGS SET BY THE UTILITY COMPANY ,S FIELD LOCATION PERSONNEL OR THEIR REPRESENTATIVES. CATHOLICDIOCESE OF ORLANDO 7. DURING THE BIDDING PHASE OF THIS PROJECT, THE CONTRACTOR SHALL VERIFY THE TOPOGRAPHY DATA PROVIDED ON THE CONSTRUCTION PLANS, INCLUDING UTILITY LOCATIONS. ANY DISCREPANCIES BETWEEN CONSTRUCTION PLANS DATA AND ITEMS IDENTIFIABLE AT THE SITE SHALL BE REPORTED BY THE CONTRACTOR TO THE OWNER AND THE ENGINEER TO ALLOW FOR TIMELY ADJUSTMENT OF THE BIDDING DOCUMENTS AND ISSUANCE 4 OF ADDENDA. S. PRIOR TO CONSTRUCTION, THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR ALL SOULS ry REMOVAL AND STORAGE OF ALL ITEMS RESULTING FROM SITE CLEARING. CATHOLIC COMMUNITY w 9 ALL STRIPPING OR OTHER UNSUITABLE MATERIAL WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED AND �} w" • CHURCH BUILDING DISPOSED OF OFF-SITE IN A LEGAL MANNER. {°{` SANFORD, FLORIDA ;lF 10. THE .CONTRACTOR SHALL BE RESPONSIBLE FOR ;REPAIRING OR REPLACING ..ANY DAMAGED ITEMS INCLUDING, BUT NOT LIMITED TO, DRIVEWAYS, SIDE STREETS, DRAINAGE PIPES, MAILBOXES, SIDEWALKS, STREET SIGNS, seal/signature LANDSCAPING, IRRIGATION AND FENCES AS REQUIRED BY THE OWNER. a t k 0 11. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. 12. ALL WALKS SHALL HAVE A MAXIMUM CROSS -SLOPE OF 1:50 (2.00X) ,AND SHALL NOT EXCEED A ` yrxti,, w, LONGITUDINAL SLOPE OF 1:20 (5.00X). THE CONTRACTOR SHALL INSURE THAT ALL PROVISIONS OF A.D.A. AND THE STATE OF FLORIDA ACCESSIBILITY CODE ARE MET. Vit; 13. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE DURING AND AFTER CONSTRUCTION. ALL En I n ee ring, Inc. f AREAS ARE TO POSITIVELY DRAIN TO INLETS OR SHEET FLOW AS SHOWN. 1516 g Hillcrest Street, Suite 212 Orlando, F-iorida 32803 r 14. ALL INLETS, MANHOLES, CLEANOUTS OR OTHER i STRUCTURES LOCATED WITHIN PAVEMENT AREAS SHALL BE (40�) E.B. # 8 #3479 —4084 C TRAFFIC RATED. ALL SHALL HAVE H-20 TRAFFIC BEARING TOPS, LIDS AND/OR GRATES; INLETS SHALL BE date FURNISHED WITH STEEL FRAMES. 15. ALL CLEANOUTS,MANHOLES OR OTHER STRUCTURES ENCOUNTERED SHALL BE ADJUSTED AS NECESSARY. 6 JANUARY 2006'�' THIS WILL INCLUDE, BUT NOT BE LIMITED TO, PROVIDING TRAFFIC BEARING TOPS, LIDS, GRATES, ETC. AS Job number v REQUIRED TO MEET THE PROVISIONS OF NOTE #14 ABOVE. 16. PROVIDE CONTROL AND ABATEMENT OF EROSION SEDIMENT RUNOFF AND WATER POLLUTION PER CITY OF 2037 04 k SANFORD, F.D.O.T., SEMINOLE COUNTY, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND U.S. E.P.A. drawn by c REQUIREMENTS AND STANDARD DETAILS. EROSION PROTECTION SHALL BE PLACED PRIOR TO ANY CONSTRUCTION AND SHALL -REMAIN IN .PLACE :AND BE PROPERLY MAINTAINED 'THROUGHOUT .THE CONSTRUCTION PHASE. EROSION. E.R.E. PROTECTION SHALL NOT BE REMOVED _ UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED WITH PERMANENT checked by GRASSING OR PAVEMENT AS APPROVED BY THE ENGINEER. A.R.M. 17. ZONING OF SITE IS PD. revisions 18. TOPOGRAPHICAL SURVEY PROVIDED BY LANDTECH SURVEYING AND MAPPING CORPORATION, PROJECT #98127, DATED OCTOBER 15, 1998, REVISED NOVEMBER 26, 2002. PHONE (407) 365-1036. 19. ELEVATIONS SHOWN HEREON ARE RELATIVE TO SEMINOLE COUNTY BENCHMARK" #2583801, AS HAVING AND ELEVATION OF 25.52. I f? 20. THE BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF THE EAST 255.00' OF LOTS 33 AND 40 AS BEING NORTH 00'22'19" EAST, PER A SURVEY BY TINKLPAUGH SURVEYING SERVICES, DATED JULY 219 19920 1 ORDER T92C21. $� 21. ALL DISTURBED AREAS SHALL BE FULLY SODDED UPON COMPLETION OF CONSTRUCTION. 22. INSTALL DIRECTIONAL AND CONTROL MARKINGS AND SIGNAGE AS REQUIRED BY THE CITY OF SANFORD. 23. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION. 1� 24. THE CONTRACTOR SHALL PROVIDE CERTIFIED AS -BUILT DRAWINGS TO THE ENGINEER AT THE COMPLETION OF sheet title/contents ,i <n CONSTRUCTION SHOWING` THE HORIZONTAL AND VERTICAL LOCATION OF ALL CONSTRUCTED IMPROVEMENTS • ENGINEERING PLAN UII INCLUDING BUT NOT LIMITED TO STORM INLETS, MANHOLES AND PIPING, SANITARY SEWER PIPING, CLEANOUTS AND MANHOLES, WATER DISTRIBUTION PIPING, VALVES, BENDS, FIRE HYDRANTS, BLOWOFFS, ETC., BUILDING LOCATION AND FINISHED FLOOR ELEVATION; ELEVATION AND LOCATION OF PAVEMENT, CURBS OR OTHER CIVIL SITE IMPROVEMENTS. NOTES AND k'r 2 LEGENDS, E /I AS SHOWN , drawing number i u ICY sheet 00 of h, PROPOSED CIVIL LEGEND EXISTING GRADE 0 = RECOVERED I" IRON ROD EXISTING CONTOUR = WATER METER ^,,,,.mm. ,mow 5r... m ° ° PROPOSED GRADE 91.500 DIRECTION OF FLOW = WATER VALVE -��- PROPOSED CONTOUR = G45 VALVE 91.0 PROPOSED CONC. WALK/PAVEMENT' =FORCE MAIN VALVE PROPOSED ASPHALT PAVEMENT MEASUREMENTS = UTILITY POLE (P) = PER PLAT = LIGHT POLE (T) = PER PREVIOUS SURVEYS BY PROPOSED BACKFLOW PREVENTER 0=0 PROPOSED VALVE H PROPOSED WATER METER P.O.L. =POINT ON LINE PROPOSED FIRE HYDRANT PROPOSED FIRE DEPARTMENT CONNECTION C.P. = CORRUGATED PLASTIC PIPE PROPOSED SANITARY SEWER CLEANOUT o- PROPOSED INLET R.C.P. = REINFORCED CONCRETE PIPE PROPOSED MANHOLE PROPOSED UNDERDRAIN CLEANOUT C.M.P. = CORRUGATED METAL PIPE PROPOSED ROOF DOWNSPOUT . = CATCH BASIN P. V. C. = POLYVINYL CHLOR/DE PIPE 0858-01 2 3 U N i t I r ? t ' 5,21 t(kyry�� P, 1< i GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO CITY OF SANFORD STANDARDS ,AND SPECIFICATIONS AND TO THE FLORIDA DEPARTMENT OF r TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,` Pk MOST RECENT EDITIONS. 12 2. A.R. MILLER ENGINEERING, INC. SHALL BE NOTIFIED IMMEDIATELY OF ANY SITUATION REQUIRING DEVIATION ROGERS LOVELOCK FRITZ' `INC. FROM THESE PLANS AND SPECIFICATIONS. ' ' 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ISSUING APPROPRIATE NOTIFICATION TO ALL GOVERNMENT Architecture AGENCIES,PRIVATE UTILITIES AND THE OWNE R S REPRESENTATIVE OF THEIR INTENDED WORK SCHEDULE PRIOR TO Engineering COMMENCING CONSTRUCTION. Interior j Design I G�' 4. SHOP DRAWINGS OF ALL MATERIAL BEING USED FOR CIVIL SITE WORK SHALL BE SUBMITTED TO THE ENGINEER 145 Lincoln Avenue FOR APPROVAL PRIOR TO INSTALLATION. P.O. Box 780 Winter Park, Florida 32790-0780 5. EXISTING UTILITIES WERE LOCATED FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE Telephone (407) 647-103e RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST, ABOVE OR BELOW GROUND. Telefax (407) 629-9409 f THIS IS TO INCLUDE, BUT NOT BE LIMITED TO, THE LOCATION OF STORM DRAINS FROM THE BUILDING, STORMWATER EXFILTRATION SYSTEMS, SANITARY SEWER, GAS, ELECTRIC, WATER AND .IRRIGATION LINES. PR/OR TO License Number AA 0000684 CONSTRUC om. CONTRACTOR REQUIRED TO CALL SUNSHINE - 1-800-432-4770 FOR ALL UTILITY LOCATES 48 License Number EB 0000629 HOURS PRIOR TO EXCAVATION. project title a owner's name 1 6. UNDERGROUND UTILITY LINES SHOWN HEREON ARE PER SURFACE MARKINGS SET BY THE UTILITY COMPANY ,S FIELD LOCATION PERSONNEL OR THEIR REPRESENTATIVES. CATHOLICDIOCESE OF ORLANDO 7. DURING THE BIDDING PHASE OF THIS PROJECT, THE CONTRACTOR SHALL VERIFY THE TOPOGRAPHY DATA PROVIDED ON THE CONSTRUCTION PLANS, INCLUDING UTILITY LOCATIONS. ANY DISCREPANCIES BETWEEN CONSTRUCTION PLANS DATA AND ITEMS IDENTIFIABLE AT THE SITE SHALL BE REPORTED BY THE CONTRACTOR TO THE OWNER AND THE ENGINEER TO ALLOW FOR TIMELY ADJUSTMENT OF THE BIDDING DOCUMENTS AND ISSUANCE 4 OF ADDENDA. S. PRIOR TO CONSTRUCTION, THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR ALL SOULS ry REMOVAL AND STORAGE OF ALL ITEMS RESULTING FROM SITE CLEARING. CATHOLIC COMMUNITY w 9 ALL STRIPPING OR OTHER UNSUITABLE MATERIAL WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED AND �} w" • CHURCH BUILDING DISPOSED OF OFF-SITE IN A LEGAL MANNER. {°{` SANFORD, FLORIDA ;lF 10. THE .CONTRACTOR SHALL BE RESPONSIBLE FOR ;REPAIRING OR REPLACING ..ANY DAMAGED ITEMS INCLUDING, BUT NOT LIMITED TO, DRIVEWAYS, SIDE STREETS, DRAINAGE PIPES, MAILBOXES, SIDEWALKS, STREET SIGNS, seal/signature LANDSCAPING, IRRIGATION AND FENCES AS REQUIRED BY THE OWNER. a t k 0 11. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. 12. ALL WALKS SHALL HAVE A MAXIMUM CROSS -SLOPE OF 1:50 (2.00X) ,AND SHALL NOT EXCEED A ` yrxti,, w, LONGITUDINAL SLOPE OF 1:20 (5.00X). THE CONTRACTOR SHALL INSURE THAT ALL PROVISIONS OF A.D.A. AND THE STATE OF FLORIDA ACCESSIBILITY CODE ARE MET. Vit; 13. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE DURING AND AFTER CONSTRUCTION. ALL En I n ee ring, Inc. f AREAS ARE TO POSITIVELY DRAIN TO INLETS OR SHEET FLOW AS SHOWN. 1516 g Hillcrest Street, Suite 212 Orlando, F-iorida 32803 r 14. ALL INLETS, MANHOLES, CLEANOUTS OR OTHER i STRUCTURES LOCATED WITHIN PAVEMENT AREAS SHALL BE (40�) E.B. # 8 #3479 —4084 C TRAFFIC RATED. ALL SHALL HAVE H-20 TRAFFIC BEARING TOPS, LIDS AND/OR GRATES; INLETS SHALL BE date FURNISHED WITH STEEL FRAMES. 15. ALL CLEANOUTS,MANHOLES OR OTHER STRUCTURES ENCOUNTERED SHALL BE ADJUSTED AS NECESSARY. 6 JANUARY 2006'�' THIS WILL INCLUDE, BUT NOT BE LIMITED TO, PROVIDING TRAFFIC BEARING TOPS, LIDS, GRATES, ETC. AS Job number v REQUIRED TO MEET THE PROVISIONS OF NOTE #14 ABOVE. 16. PROVIDE CONTROL AND ABATEMENT OF EROSION SEDIMENT RUNOFF AND WATER POLLUTION PER CITY OF 2037 04 k SANFORD, F.D.O.T., SEMINOLE COUNTY, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND U.S. E.P.A. drawn by c REQUIREMENTS AND STANDARD DETAILS. EROSION PROTECTION SHALL BE PLACED PRIOR TO ANY CONSTRUCTION AND SHALL -REMAIN IN .PLACE :AND BE PROPERLY MAINTAINED 'THROUGHOUT .THE CONSTRUCTION PHASE. EROSION. E.R.E. PROTECTION SHALL NOT BE REMOVED _ UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED WITH PERMANENT checked by GRASSING OR PAVEMENT AS APPROVED BY THE ENGINEER. A.R.M. 17. ZONING OF SITE IS PD. revisions 18. TOPOGRAPHICAL SURVEY PROVIDED BY LANDTECH SURVEYING AND MAPPING CORPORATION, PROJECT #98127, DATED OCTOBER 15, 1998, REVISED NOVEMBER 26, 2002. PHONE (407) 365-1036. 19. ELEVATIONS SHOWN HEREON ARE RELATIVE TO SEMINOLE COUNTY BENCHMARK" #2583801, AS HAVING AND ELEVATION OF 25.52. I f? 20. THE BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF THE EAST 255.00' OF LOTS 33 AND 40 AS BEING NORTH 00'22'19" EAST, PER A SURVEY BY TINKLPAUGH SURVEYING SERVICES, DATED JULY 219 19920 1 ORDER T92C21. $� 21. ALL DISTURBED AREAS SHALL BE FULLY SODDED UPON COMPLETION OF CONSTRUCTION. 22. INSTALL DIRECTIONAL AND CONTROL MARKINGS AND SIGNAGE AS REQUIRED BY THE CITY OF SANFORD. 23. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION. 1� 24. THE CONTRACTOR SHALL PROVIDE CERTIFIED AS -BUILT DRAWINGS TO THE ENGINEER AT THE COMPLETION OF sheet title/contents ,i <n CONSTRUCTION SHOWING` THE HORIZONTAL AND VERTICAL LOCATION OF ALL CONSTRUCTED IMPROVEMENTS • ENGINEERING PLAN UII INCLUDING BUT NOT LIMITED TO STORM INLETS, MANHOLES AND PIPING, SANITARY SEWER PIPING, CLEANOUTS AND MANHOLES, WATER DISTRIBUTION PIPING, VALVES, BENDS, FIRE HYDRANTS, BLOWOFFS, ETC., BUILDING LOCATION AND FINISHED FLOOR ELEVATION; ELEVATION AND LOCATION OF PAVEMENT, CURBS OR OTHER CIVIL SITE IMPROVEMENTS. NOTES AND k'r 2 LEGENDS, E /I AS SHOWN , drawing number i u ICY sheet 00 of h, LEGEND 0 = RECOVERED I" IRON ROD ® = WATER METER "LB 3778 7INKLEPAUGH" = RECOVERED NAIL & DISK ►t = WATER VALVE 1.8 3778 TINKLEPAUGH" = G45 VALVE (F) = FIELD MEASURED OR SSV =FORCE MAIN VALVE CALCULATED FROM FIELD MEASUREMENTS = UTILITY POLE (P) = PER PLAT = LIGHT POLE (T) = PER PREVIOUS SURVEYS BY 0TELE = UNDERGROUND TELEPHONE WARNING POST TINKLEPAUGH SURVEYING SERVICES 99 M.E.S. = MITERED END SECT/ON P.O.L. =POINT ON LINE =GUY WIRE ANCHOR C.P. = CORRUGATED PLASTIC PIPE = SIGN R.C.P. = REINFORCED CONCRETE PIPE -�� = DOUBLE POLE SIGN C.M.P. = CORRUGATED METAL PIPE . = CATCH BASIN P. V. C. = POLYVINYL CHLOR/DE PIPE ICFV = PRESSURE VALVE P.O.B. = POINT OF BEGINNING ® = WELL O.R.B. = OMCIAL RECORDS BOOK = RECOVERED 1/2" IRON ROD 1B 5777" C S.R. = STATE ROAD ■ = RECOVERED 4X4" CONCRETE C.R. =COUNTY ROAD MONUMENT "PRM LS 4702"' S.C.L. = SEABOARD COAST LINE rAS = GAS LINE INV = INVERT ooh = OVERHEAD U77L/TY WIRES P.C. = POINT OF CURVATURE UFO = UNDERGROUND FIBER OPTICS P. T. = PD/NT OF TANGENCY AA = MATCH LINE (TYPICAL) "Unless noted otherwise" 0858-01 2 3 U N i t I r ? t ' 5,21 t(kyry�� P, 1< i GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO CITY OF SANFORD STANDARDS ,AND SPECIFICATIONS AND TO THE FLORIDA DEPARTMENT OF r TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,` Pk MOST RECENT EDITIONS. 12 2. A.R. MILLER ENGINEERING, INC. SHALL BE NOTIFIED IMMEDIATELY OF ANY SITUATION REQUIRING DEVIATION ROGERS LOVELOCK FRITZ' `INC. FROM THESE PLANS AND SPECIFICATIONS. ' ' 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ISSUING APPROPRIATE NOTIFICATION TO ALL GOVERNMENT Architecture AGENCIES,PRIVATE UTILITIES AND THE OWNE R S REPRESENTATIVE OF THEIR INTENDED WORK SCHEDULE PRIOR TO Engineering COMMENCING CONSTRUCTION. Interior j Design I G�' 4. SHOP DRAWINGS OF ALL MATERIAL BEING USED FOR CIVIL SITE WORK SHALL BE SUBMITTED TO THE ENGINEER 145 Lincoln Avenue FOR APPROVAL PRIOR TO INSTALLATION. P.O. Box 780 Winter Park, Florida 32790-0780 5. EXISTING UTILITIES WERE LOCATED FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE Telephone (407) 647-103e RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST, ABOVE OR BELOW GROUND. Telefax (407) 629-9409 f THIS IS TO INCLUDE, BUT NOT BE LIMITED TO, THE LOCATION OF STORM DRAINS FROM THE BUILDING, STORMWATER EXFILTRATION SYSTEMS, SANITARY SEWER, GAS, ELECTRIC, WATER AND .IRRIGATION LINES. PR/OR TO License Number AA 0000684 CONSTRUC om. CONTRACTOR REQUIRED TO CALL SUNSHINE - 1-800-432-4770 FOR ALL UTILITY LOCATES 48 License Number EB 0000629 HOURS PRIOR TO EXCAVATION. project title a owner's name 1 6. UNDERGROUND UTILITY LINES SHOWN HEREON ARE PER SURFACE MARKINGS SET BY THE UTILITY COMPANY ,S FIELD LOCATION PERSONNEL OR THEIR REPRESENTATIVES. CATHOLICDIOCESE OF ORLANDO 7. DURING THE BIDDING PHASE OF THIS PROJECT, THE CONTRACTOR SHALL VERIFY THE TOPOGRAPHY DATA PROVIDED ON THE CONSTRUCTION PLANS, INCLUDING UTILITY LOCATIONS. ANY DISCREPANCIES BETWEEN CONSTRUCTION PLANS DATA AND ITEMS IDENTIFIABLE AT THE SITE SHALL BE REPORTED BY THE CONTRACTOR TO THE OWNER AND THE ENGINEER TO ALLOW FOR TIMELY ADJUSTMENT OF THE BIDDING DOCUMENTS AND ISSUANCE 4 OF ADDENDA. S. PRIOR TO CONSTRUCTION, THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR ALL SOULS ry REMOVAL AND STORAGE OF ALL ITEMS RESULTING FROM SITE CLEARING. CATHOLIC COMMUNITY w 9 ALL STRIPPING OR OTHER UNSUITABLE MATERIAL WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED AND �} w" • CHURCH BUILDING DISPOSED OF OFF-SITE IN A LEGAL MANNER. {°{` SANFORD, FLORIDA ;lF 10. THE .CONTRACTOR SHALL BE RESPONSIBLE FOR ;REPAIRING OR REPLACING ..ANY DAMAGED ITEMS INCLUDING, BUT NOT LIMITED TO, DRIVEWAYS, SIDE STREETS, DRAINAGE PIPES, MAILBOXES, SIDEWALKS, STREET SIGNS, seal/signature LANDSCAPING, IRRIGATION AND FENCES AS REQUIRED BY THE OWNER. a t k 0 11. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. 12. ALL WALKS SHALL HAVE A MAXIMUM CROSS -SLOPE OF 1:50 (2.00X) ,AND SHALL NOT EXCEED A ` yrxti,, w, LONGITUDINAL SLOPE OF 1:20 (5.00X). THE CONTRACTOR SHALL INSURE THAT ALL PROVISIONS OF A.D.A. AND THE STATE OF FLORIDA ACCESSIBILITY CODE ARE MET. Vit; 13. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE DURING AND AFTER CONSTRUCTION. ALL En I n ee ring, Inc. f AREAS ARE TO POSITIVELY DRAIN TO INLETS OR SHEET FLOW AS SHOWN. 1516 g Hillcrest Street, Suite 212 Orlando, F-iorida 32803 r 14. ALL INLETS, MANHOLES, CLEANOUTS OR OTHER i STRUCTURES LOCATED WITHIN PAVEMENT AREAS SHALL BE (40�) E.B. # 8 #3479 —4084 C TRAFFIC RATED. ALL SHALL HAVE H-20 TRAFFIC BEARING TOPS, LIDS AND/OR GRATES; INLETS SHALL BE date FURNISHED WITH STEEL FRAMES. 15. ALL CLEANOUTS,MANHOLES OR OTHER STRUCTURES ENCOUNTERED SHALL BE ADJUSTED AS NECESSARY. 6 JANUARY 2006'�' THIS WILL INCLUDE, BUT NOT BE LIMITED TO, PROVIDING TRAFFIC BEARING TOPS, LIDS, GRATES, ETC. AS Job number v REQUIRED TO MEET THE PROVISIONS OF NOTE #14 ABOVE. 16. PROVIDE CONTROL AND ABATEMENT OF EROSION SEDIMENT RUNOFF AND WATER POLLUTION PER CITY OF 2037 04 k SANFORD, F.D.O.T., SEMINOLE COUNTY, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND U.S. E.P.A. drawn by c REQUIREMENTS AND STANDARD DETAILS. EROSION PROTECTION SHALL BE PLACED PRIOR TO ANY CONSTRUCTION AND SHALL -REMAIN IN .PLACE :AND BE PROPERLY MAINTAINED 'THROUGHOUT .THE CONSTRUCTION PHASE. EROSION. E.R.E. PROTECTION SHALL NOT BE REMOVED _ UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED WITH PERMANENT checked by GRASSING OR PAVEMENT AS APPROVED BY THE ENGINEER. A.R.M. 17. ZONING OF SITE IS PD. revisions 18. TOPOGRAPHICAL SURVEY PROVIDED BY LANDTECH SURVEYING AND MAPPING CORPORATION, PROJECT #98127, DATED OCTOBER 15, 1998, REVISED NOVEMBER 26, 2002. PHONE (407) 365-1036. 19. ELEVATIONS SHOWN HEREON ARE RELATIVE TO SEMINOLE COUNTY BENCHMARK" #2583801, AS HAVING AND ELEVATION OF 25.52. I f? 20. THE BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF THE EAST 255.00' OF LOTS 33 AND 40 AS BEING NORTH 00'22'19" EAST, PER A SURVEY BY TINKLPAUGH SURVEYING SERVICES, DATED JULY 219 19920 1 ORDER T92C21. $� 21. ALL DISTURBED AREAS SHALL BE FULLY SODDED UPON COMPLETION OF CONSTRUCTION. 22. INSTALL DIRECTIONAL AND CONTROL MARKINGS AND SIGNAGE AS REQUIRED BY THE CITY OF SANFORD. 23. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION. 1� 24. THE CONTRACTOR SHALL PROVIDE CERTIFIED AS -BUILT DRAWINGS TO THE ENGINEER AT THE COMPLETION OF sheet title/contents ,i <n CONSTRUCTION SHOWING` THE HORIZONTAL AND VERTICAL LOCATION OF ALL CONSTRUCTED IMPROVEMENTS • ENGINEERING PLAN UII INCLUDING BUT NOT LIMITED TO STORM INLETS, MANHOLES AND PIPING, SANITARY SEWER PIPING, CLEANOUTS AND MANHOLES, WATER DISTRIBUTION PIPING, VALVES, BENDS, FIRE HYDRANTS, BLOWOFFS, ETC., BUILDING LOCATION AND FINISHED FLOOR ELEVATION; ELEVATION AND LOCATION OF PAVEMENT, CURBS OR OTHER CIVIL SITE IMPROVEMENTS. 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Q, (r) '< Qj W Q� 2 Ui, ("), W 1z", 2 -5 �;, 0858-01 1 2 ILI "Al ffl U 77 py, iw�' U (�A 8 �-g PROPOSED DETENTION POND (FOR DETAIL SEE WATER TABLE ELEVATIONS: 22.88- SHT. C1.6) J�2 N 2 S.H.G.W.L. = 23.00 (�S.H.G.W.L. = 24.44 AB -9 S.H.P.W.L. = 23.52 S.H.G.W.L. = 22.88 (A�D IED :hl I I 1 1: 1 G.W.L. = 21.00 G.W.L. = 22.44 G.W.L = 21.52 G.W.L. = 20.88 t C -AB---72 24.42 J. A S H.G.W.L. = 24.23 (AB-5)S.H.G.W.L.= 24.10 �S.H. W.L. = 22.3 S.H.G.W.L. = 23.67 G.W L. G.W.L. = 21.67 G.W.L. = 22.23 G.W.L. 22.10 G.W = 204 ROGERS, LOVELOCK & FRITZ, INC. CAB 8) (TH-5 t.H.O.W.L. S.A.G.W.L. SEASONAL HIGH GROUNR WATER LEVE41. I j" S.H.G.W.L. = 24.34 S.H.G.W.L. 23.61 P.O. Box 730 00 Q77 �l 1 17-4 1 " � 1 1 ZD; *ZF Zcl. UZ 1 8 U Winter 0ark, Florida 32790-0730 25.127 TelephollIe (407) 647-1030 !3.1 2.4.86 Z IT 11 �, I I P,5 %,*7* )��23.4 2;. 2i.07 25.37 4.98 25-47 25. 10 23.6 47 ........ . .......... . -,"'I'll, ...... . . .......... ......... .................. Telefax, (407) 629-9409 v 25.29 11 Cq 0-1-12"419 > 2 25.54 25.27 25.86 25.91 25.47 26.07 License Number AA 0000584 4 Licenes'Number ES 0000829 0 -1 C2.1 25�� 60 1 :1 1 )18 5 4 1 25. 7, 1 2 1 26�02 126 - N - - - - - - - - - - - - - 4 M 26.6 X20.90 52 . ..... IC 26. - - ---- -- ------- . . . . ......... -- - - - - - - - - - - - - - - p X20.51 roject ititle & owner's name '72�. 11, 25� 661 r 25.11' 71 S* S'144 SA 49 C 41 1u) (b 25-7 C J 7 \ i i` -'l 235 PHASE ONE LIMI' X20.64 in ["x 23,3 IN 4 1 �r 0 r's TC 2 6. - ::f " - i � ii� 25.29 CAT HOLIC DIOCESE 2.& X23.50 Z-7. OU 926.50 X 22.0,5 TC 26.14 5.56 24.99 "Alfa �K .50 x 0 OF ORLANDO 34 23.9 425.32 2�. 25. 2.60 2Z42 .38 23. MUM rNMANVE x 70 arm" AWSMOVIrces 6 �0 1* �, cop 23.6 (111-4 6. x 9.9; 71A -7 R � q f 21.42 ZD. 17 2A57m SCALE: 1 401 Id > 27.42- 27.9&, ;d 0 YC 25. �9 TIC 26-07 B 2760 277 co 0 40 80 Cq 43.1 x 26.50 IN 2Z98- 2;(i8 23.7 0 26.43* 0 ALL 0VUL0 _0RAPHIC SCALE 2Z 42 PROPOSE6 742 A. 9 r CATHOLIC COMMUNITY CHURCH it lilq 3 FF EL 28.00 @V mmind 1 !,!!:�!�11!1�;Pr"!!!�!,,������l!!�iiij!�,; CHURCH BUILDING . ...... ....... .. T MATCH EXIST. OD I X22.69 An. 2650 PAVEMENT ELEVATION N� t1w 6.3 '�7.42 SANFORD FLORIDA TH-5 ?z42 co TC 26. e26.50 26.1 4Z98 i; � � I k", `� � � no 5.80 ~01W Z60 l 1 25.05 6 `2Z87 2 - 7 T7 �2k v IF 023-N __1l ct' 0 seal/signature owl, 22.77 2Z98 2Z 70 T7 T7 r 141 6W v L-11 I Ill T� 0 &5.48 C14 rp CONST.- - - - - - - - - - 0 . .... ..... I - !�2 2.%,97 v 0 1 2546 25,`151,' __24,j`v12T9 CAnN 6"N 0 0 25�56 e;�25.8 ' ` 4-, . ...... .. . PHASE ONE,, LIMITS HANDICAP "will &RATE RX, F EL� 7 e, 24.86 24.8 24.9 4 5� ON 2UJ7.- 24 1 Z_' -on RAMP 0 mwawx 2�.45' 25.41 PAWKNI X22.79 (TH-6 C2. 1� *_CQNST. DROP CURB M 25. 11 125.21 x -1� 09-469 ANN lj,j� 1 1 1 1 ­_ RE VE N 25.42 0 0 N P/ "I'll/ 0 B (FOR DETAIL-SHT. �r,2ZI1 r 25.76 oy L Le' SHT. C2.1) CONST. 2Z 60 27 2Z 42 I ' , 0 a HAND C Ad , N 25., N '�5.2p 1 2& A i Engineering, Inc. L x i I I.W; N: DRIVING AREA (TYP.) 7 7 �25,84 i L RAMP - - - - __N 01 x - - - - - - - - - - - - - - - - - 7.98 0 CONST. 2" THICK TYPE S-1 ASPHALTIC CONCRETE 1516 Hillcrest Street, Suite 212 yj 0 -7 C 4 26.56 251671 1 '1 l -W.36 '25."97 PAVEMENT (FOR DETAIL SEE SHT. C2.1) (4)7) 841-4084 N f5 l _,Nift� 1 E.B. #3479 7 C C 2- x /7'' 0/:) OF B date 7" AtK 24 6, f 2Z60 PZ60 F 60 Z/ ifef ly S pf �g PROPOSED 49# THICK 7. JJ 16 JANUARY 2006 �2 4-. fy 24.6 CONC. PAVEMENT 2 27, N 71, Q 27.30 Job number r2l� 2130 1-77 7 n,�,5.M 25.9 65 2465 N�2" 217'� (TYP.) FOR PAVEMENT 2.5.t 6 A. TEXTURE AND 0 0 7 SAW -CUT JOINTS SEE 2q, 67 CONST. 6'" THICK CONC. PAVEMENT W/ 2037.04 1� lk 25�8 1 26;021 !6�06 1 1 11 25.65 j,2�. 49 24. 9 < drawn by 12" THICK SUB -BASE COMPACTED TO L 21?65 "'�-LANDSCAPE SHT. 9 20 nID' ZD.52 2554 k _2199 LP5 I 98X MAX. DENSITY (AASHTO T-lao) x .80 $6 .99 26. 10i X23 14 ",251111 25.90 25.Z 29 - 2�87 E. R. E. 22.76 C 25.70 14.5 0 40 25.97 25.6J CONST. DUMPSTER AREA (SEE 1120.9/ Cd chocked by 0 4 1 25.97 rQ DETAIL SHT C2.2) 6. 6.6 G M I - - :� -,!,& - - i - - 1 ... ....... 6.'208 OR k 'd 25.96 PARKING AREA (TYP.) A.R. 0 r 2-&.; 1 4. C2.1 � , \ ` ... . ........ z - : CONST. 1-1/2' THICK TYPE S -III ASPHALTIC CONCRETE PAVEMENT (FOR revlslon� kA R Fl- E T1 ON 4 0 5 251" 92 :1 7�20.60 .. . ........ ..... . 22.7 ......... _T_ DETAIL SEE SHT. C2.1) 27. /V3 OF 0 7 171/02 90� C2.1 . ...... a W_ 58 X24 ... ... ............... . . W, ER EL eb..Z 7 1 5.07, '4 T E 77 ON' 2' 12'. 6 iiiii'im,"­ , " ­"",i� 12542 25.90,,1.- . . . . .. ....... . ....... ....... . '7 125.43 25.721 VIM Am 40M 24.7 1.2_01 X24.28 6.02 AS OF In 25.5 1 25. 5.53 25.65 p- :�Zl 4.55 X o2 C 25.76 ID'ED DIPE RECO 21 26.34 �e 119� D 21". 611 24.; 4 > PROPOSED (110, 1 C NC. 4.9 �e GRADING NOTES: D D ......... ------- X 79 J /V UIVILI Eli, BOLLARDS (TYP.) FOR A R4 -M-M.40 126i 14 -DETAIL SEE LANDSCAPE All, 26.34' 6 27.20* 1. ALL CIVIL PAVEMENT ELEVATIONS ABUTTING DOORWAYS ARE 1/4 C2.1 `k>v 26.90 4 �HT. LP5.1 A 0 0 2* % 1 02 9 5 BELOW FLOOR ELEVATIONS. N x 26.58 0 X24.92 26.68 2. ALL WALKS SHALL HAVE A MAXIMUM CROSS -SLOPE OF 1:50 5, 4- (2.00X) AND SHALL NOT EXCEED A LONGITUDINAL SLOPE OF 1:20 A.D.A. AND THE STATE OF FLORIDA ACCESSIBILITY CODE ARE MET. -2 2 :9357 216-. 3. THE FILL FOR BERMS TO BE FERTILE, FRIABLE WELL -DRAINED 26.50o 26.50o MATERIAL FREE OF DEBRIS (WOOD RESIDUE, STONES, ETC.). , BERMS TO sheet title/contents x A, X2 64 BE COMPACTED TO SUCH OF DEGREE THAT THE SUPPLY A STABILE 25.74 - 11 25.3 26 PLANTING SITE CAPABLE SUPPORTING TREM SHRUBS AND. LAWN. ENGINEERING PLAN X25.39 X24.71 25. . ... ..... GRADING TO BE CONSTRUCTED WITH SIDE SLOPES NOT EXCEEDING 3:1. . ...... 25.5 . .. .... CIVIL SITE ........ . .... . . x SITE CALCULATIONS 24.�,. % AKIM 0 A X I I K I to'- B�M M�m 0858-01 1 1'r NES W 9 0 8. 8 3 21XV -18"Iws I I 26.83 WWI 26.50 . ...... PHASE I LIMITS 8309485.88 SF (19.06 AC) ............. o/h alh s4l . ....... 2743 z:! _:�4.S� . . ...... ..'(1xz_--24* _Di o/h a/h o/h o/h 11ky _;7, lh GRADING PLAN . .......... .... `A. T_ BUILDING AREA 20p86O.56 SF (0.48 AC) E 'J 2.5.6. _�3 6 . . ........ . .. 41, .......... .. .... .. . . .. .... ........... . . . . . . . ........... ......... . . . �5.96 25.92 . ...... . ..... . . . ............. 2 PAVEMENT AREA 1849553.06 SF (4.24 AC) ")Kdffl.4$ -(26 41 W:pc" 9 4 - T7_ 1 40' h ASWALT i"t 16" WM t_ !NM P 0 04 X26, TOTAL IMPERVIOUS 2059413.62 SF (4.72 AC) drawing' number 25.95 26.62 2 26.10 26.22 �*26.60 STATE ROAD #46 Vk,6 9 -26' DETENTION POND 64,993.17 Sr (1.49 AQ 2�.134 MZ NOW z 2&53- �9,L7 _x 11 64 TOTAL OPEN SPACE 560v079.09 SF (12.86 AC) -ELEY 25.0 - - - - - .... I.W4 x 23A 2U. 52 Itr Wr - 2il -N.79�­ __ _ . . . ..... . fx*KWIF �IWLL x __ ::-- ""i, ", ", 99 7A OPEN SPACE INCL. DETENTION 625oO72.26 SF (14.35 AC) sheet 00 Of 2 3 5 6 7 . .... .. 7�1 g C14 MAZ Ml 0858-01 1 1'r NES W 9 0 8. 8 3 21XV -18"Iws I I 26.83 WWI 26.50 . ...... PHASE I LIMITS 8309485.88 SF (19.06 AC) ............. o/h alh s4l . ....... 2743 z:! _:�4.S� . . ...... ..'(1xz_--24* _Di o/h a/h o/h o/h 11ky _;7, lh GRADING PLAN . .......... .... `A. T_ BUILDING AREA 20p86O.56 SF (0.48 AC) E 'J 2.5.6. _�3 6 . . ........ . .. 41, .......... .. .... .. . . .. .... ........... . . . . . . . ........... ......... . . . �5.96 25.92 . ...... . ..... . . . ............. 2 PAVEMENT AREA 1849553.06 SF (4.24 AC) ")Kdffl.4$ -(26 41 W:pc" 9 4 - T7_ 1 40' h ASWALT i"t 16" WM t_ !NM P 0 04 X26, TOTAL IMPERVIOUS 2059413.62 SF (4.72 AC) drawing' number 25.95 26.62 2 26.10 26.22 �*26.60 STATE ROAD #46 Vk,6 9 -26' DETENTION POND 64,993.17 Sr (1.49 AQ 2�.134 MZ NOW z 2&53- �9,L7 _x 11 64 TOTAL OPEN SPACE 560v079.09 SF (12.86 AC) -ELEY 25.0 - - - - - .... I.W4 x 23A 2U. 52 Itr Wr - 2il -N.79�­ __ _ . . . ..... . fx*KWIF �IWLL x __ ::-- ""i, ", ", 99 7A OPEN SPACE INCL. DETENTION 625oO72.26 SF (14.35 AC) sheet 00 Of 2 3 5 6 7 . .... .. 7�1 g 0 N r` IE SCALE; ,,.. 4.0' 40 0 40 80 GRAPHIC SCALE I PARKING CENTERLINE GEOMETRY �:..J B= N 00-22"19" W 27 B = N 00'00'00 E D = 91.437' D = 108.620 CD B= S 89'44'03" W 28 B = N 90'00'00" E D = 122.169' D = 243.000 O A= 21' 15'31" 29 B= N 90'00'00" E R = 208.000' D = 40.039:.. L = 95.326' 30 B= N 90'00'00" E O B= S 63'28'32" W D= 243.794' D = 36.262'' 31 B = N 90'00'00" E O A = 22'2554" D 243.000 R= 162.000' 32 B= N 00'00'00° E I L = 63.424' D = 70.000' ` O A = 04'05'33" R= 162.000' CD B= N ,90'00'00 E s L = 11.572' D = 243.000 �34 B = S 00'00'00" E `..=..� B = N 90-00-00" W D = 70.000' 4 D = 29.081' 35 B = N 90'00'00" E I I, O B = N 90-00-00" W D = 243.000 D = 283.039' I 9 B= S 00'00'00" E 36 B N 90'00'00" E D = 40.963' D = 40.039' 37 B = N 90'00'00" E _ 10 B = S 00'00'00 E D = 243.000 D = 70.000' (2D B = N 90'00'00" E 11 B = S 00'00'00" E D = 40.039' D = 94.034' �, 39 B = N 90'00'00" E . m 12 B = S 00'00 00 E D = 243.000 D = 27.101' 40 B = N .00'00'00' E t3 B = S 00'00'00" E D = 70.000' D = 44.969' 41 B = S 58'40'49" W 46'R 14 B = S 00'00'00" E D = 49.375' D = 70.000' 16'R 16' 42 Q = 58'40'49" ' 15 B = S 00'00'00" E R = 17.500'°a D = 16.428' L = 17.923' 16 B= S 00'00'00' E 43 B= S 00'00'00" E D = 53.572' D = 50.165' 22'R 17 B = S 00'00'00" E 44 A = 58-40-49- D = 70.000' R = 17.500' CDB = S 00'00'00 E L = 17.923' D = 25.000' GD B = S 58'40'49" E 19 B = S 00'00'00" E D = 49.375' D = 164.034' GD B = S 00'00'00" E 26.6'R 20 B = S 00'00'00" E D = 49.721k D = 142.069' ® (2D B = S 00'00'00" E I D = 70.000' I 22 B = S 00.00'00" E PHASE ONE 0'R D = 88.90611000fLIMITS 23 A = 90'00'00" I R = 67.000' L = 105.243' I 24 F- B = N 90'00'00" W I snnnn�rn D = 371.622 DATA PROP SED 10' X 8' 25 B = N 90'00'00" W GROU D MOUNTED SIGN D = 64.013 2. SET 6ACK FROM sheet title/contents 3. SITE ZONING DISTRICT PROPRTY LINE 10' (SEE 26 B = N 00.00'00" E = ASSEMBLE A-1 ARCHEETAILS) ECTURAL PLANS D = -103.792' I FOR _ � u I , 1 I I X54" .w.. . .. ......... �..-1711 7£- ---------- --....... - w4v K--12 PROPOSED DUMPSTER 1516 Hillcrest Street, Suite 212 PAD Ork wdo, . ioridzn. 32803 (407) 841-4084 E.B. #3479 GENERAL NOTES: date 1. SEE ARCHITECTURAL PLANS FOR BUILDING DETAILS. 6 JANUARY 2' 2. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS Job number OTHERWISE NOTED.. 2037-04 3. CONTRACTOR TO VERIFY ALL GEOMETRY AND LAYOUT PRIOR TO CONSTRUCTION. drawn by! R; 4. 8 DENOTES NUMBER OF PARKING SPACES. E.R.E. O checked by 5. UPON REQUEST BY THE CONTRACTOR A.R. MILLER ENGINEERING, C, INC. A FINAL CADD FILE WILL BE PROVIDED FOR SITE LAYOUT. A. R. M , revisions Ir �k INSTALL "NO PARKING - FIRE LANE " SIGN -� AND CONST. 4" WIDE YELLOW PAINTED STRIPING (5' WIDE X 30' LONG) WITH "NO PARKING - FIRE LANE _ 8. PARKING PROVIDED _ 309 SPACES REGULAR 297SPACES 1 = 40' HANDICAP 12 SPACES drawing number 9. MAXIMUM BUILDING HEIGHT = 61'-5" TOP DOME 48'-l" TOP PARAPET 0858-01 3 4 �' SITE DEVELOPMENT DATA 1. TOTAL SITE AREA 62.802 ACRES (2,735,676.74 S.F) (PER LEGAL DESCRIPTION) 2. PHASE 1 AREA = 19.06 AC. sheet title/contents 3. SITE ZONING DISTRICT = P. D. ENGINEERING PLAN 4. PROPOSED USE = ASSEMBLE A-1 �r 5. GROSS FLOOR AREA = 20,861 S.F. CIVIL SITE T' 6. TOTAL ESTIMATED SEATS _ 925 SPACES GEOMETRY PLAN 7. PARKING REQUIRED 308 (1 SPACE / 3 SEATS) C _ 8. PARKING PROVIDED _ 309 SPACES REGULAR 297SPACES 1 = 40' HANDICAP 12 SPACES drawing number 9. MAXIMUM BUILDING HEIGHT = 61'-5" TOP DOME 48'-l" TOP PARAPET 0858-01 3 4 �' U (V as m,wv I 00 U FUTURE _-40 (SDR 35) SEWER SCALE: 1 " 40' B 40 0 40 ., 80 I GRAPHIC SCALE rI UTILITIES - REQUIRED CAPACITY: -. sK WASTEWATER AVERAGE DAILY FLOW (ADF) = 350 GAL./DAY I MAXIMUM DAILY FLOW (MDF) = 750 GAL./DAY DOMESTIC _ WATER ? AVERAGE FLOW RATE (GPM) = 50 'GPM ) , E U W 1%A►1QT TZC i r In Dun r I G.l Y. t f War d MAIN W/ 35 RIGHT OF ATE AY DEDICATION IiI I� II I °III SANITARY SEWER I l 4" TAPPING \N I N\,, FALVE & VALVE f ►URE CONTROL BOX iHT. C2.7) ' I ROGERS, LOVELOCK & FRITZ, INC. - h 1 I I Architecture • A Engineering Interior Design - - ---- R 145 Lincoln Avenue OWN 1 ' ° I P.O. Box 7S0 Winter Park. Florida 32790-0730 ATiON� ° 1 I Telephone (407). 647-1039. TION v I " Telefax (407) 829-9409 _4 EXIST. �I� I 8" WM License Number AA 0000664 I 1 I License Number ES 0000829 EXIST. IRRIGATION METER°' ''" � 4 RWM Project i title & owner's name IF SANFORD UTILITIESYS ��:: I " �° i EXIST. CATHOLIC DIOCESE ,NSA` 102 L.F. 4„ PVC 12" FM ~ I OF ORLANDO ►TER MAINDR 8 RECLAIMEDMar . ,1�4M'<X c 1 3 ALL SOULS - CATHOLIC COMMUNITY _..... _ .. CICCI � CHURCH BUILDING VET. 'SAP EXIST. 4" RECLAIMED 1 VATERMAIN W/ TAPPING SLEEVE I III SANFORD, FLORIDA ►N D 4 GATE VALVE & BOXY„ I o 7; z p seal/signature ce . , _ �, _ a 4PASN m Iii AIA N, : 92"4 - .2+4'" R , , STRUCTURE MAXIMUM FLOW RATE(GPM),95 GPM"r 4 22. CONST. 63 L.F. 3" PVC I 3 a ! x I I -. SCH 40 DOMESTIC WATER I A CONST. 4' DIA. SANITARY SEWER MANHOLE IRRIGATION DATA _ 3 I. , E E , I TOP EL. - 25.70 Ile _, _ 3 { - I �.,, 6 SAN (( " p I € N. INV. EL. 16.30 ( � I 14 . o a E 3 ; Engin Inc. I 1. 18 GPM PER ZONE AVERAGE 3 Dw ' / > t .III = 9 __ d E. INV. EL. 16.20 i 1516 Hillcrest Street, Suite 212 2. 24 GPM MAXIMUM- ,.:. , ; _ S. INV. EL. = 17.70 I I ( - -�-r Orlando;-..F_dnrida 32803 _ 3. TOTAL AREA TO BE IRRIGATED - 28,500 S.F. PLUGff �40�) 841-4084 �n� s E.B. #3479 , C B CONST. 4 DIA. SANITARY SEWER MANHOLE d 0 ° ., I�,K CONST. FIRE HYDRANT ! I J TOP EL. - 25.60lop date 0 Yi x=~, N. INV. EL. = 18.04 ASSEMBLY_ �2 SEE �� ,fi I O - 16 JANUARY 20061 NOTE 9 P. S. INV. EL. - 18.60 r . I W. V. L. - 8.1 IN E 1 4 r I lob number 1 � _ ,t .. . ,, 1 , »m ..m.. .._ I FIRE FLOW CALCULATIONS _ (NEE) ISO METHOD t 'V ( � I I' j! r I' 2037.04 . ......... jj/f tt +r l ^fes'' q - I : ' f f 1 uu/ 0 Y i x M^..^ wr i i ,: , , x € PROPOSED BUILDING SPRINKLERED =..__ r drawn b .. ...�,.. ..�.mm �,:.. ym 1/ e I - I �- ~,.. p TYPE OF CONSTRUCTION (FI) 0.8 TYPE IV, UNPROTECTED I 1 FUTURE 8" C C900 : _ ! _ �: _. , _ ,,. » , . 216 S.F. 1STORY ( .. ,. ;.�: �, k � �-- _= 3 I � LARGEST BUILDING Ai 20, ) i I l l I PLUG CONST. FIRE i l 9 } DR 18 WAT R -MAIN " .,,: , „. I,�r I TOR Oi C-1 NON-COMBUSTIBLE 0.75 �k.a; OCCUPANCY FAC ( ) i 1 DEPARTMENT �.. ; by # = a s , • - � � NO BLDG. WITHIN 100' 0 checked r r f � EXPOSURES Xi & COMMUNICATION PI FACTORS b . CONNECTION \ r. ;,�, �"",I,. � � �I I�:yI ( s � � .. ( ) C ) , , I - 5 FULLY SPRINKLERED - 1146 GPM 1 STORY N.F.F. 1528 GPM X � 0.7 ( ) ( ) A.R.M. . .V1 TION . i USE 2000 GPM N.F.F. (MIN.) revisionso TkR .., �. . ( ) RANT 1 - 1000 GPM WITHIN 500 1� .. i ,. i PROPOSED FIRE HYD # ( ) PROPOSED FIRE HYDRANT #2 1000 GPM WITHIN 500 J _ -M�. : `, FIRE FLOW PROVIDED 2000 GPM _ �i���.�� �_.� _ - .. � „� � ��� AS OF 10/2 9 h; <c.....`r. ! •++ i ! _ s A_ UTILITY NOTES DTII ITV C�DVIf%clQ. WATER: WASTEWATER: RECLAIMED WATER: TELEPHONE: ELECTRIC: GAS. CABLE: r -%n MW 0 (V as m,wv e 00 A FUTURE _-40 (SDR 35) SEWER SCALE: 1 " 40' B 40 0 40 ., 80 I GRAPHIC SCALE rI UTILITIES - REQUIRED CAPACITY: -. sK WASTEWATER AVERAGE DAILY FLOW (ADF) = 350 GAL./DAY I MAXIMUM DAILY FLOW (MDF) = 750 GAL./DAY DOMESTIC _ WATER ? AVERAGE FLOW RATE (GPM) = 50 'GPM ) , E U W 1%A►1QT TZC i r In Dun r I G.l Y. t f War d MAIN W/ 35 RIGHT OF ATE AY DEDICATION IiI I� II I °III SANITARY SEWER I l 4" TAPPING \N I N\,, FALVE & VALVE f ►URE CONTROL BOX iHT. C2.7) ' I ROGERS, LOVELOCK & FRITZ, INC. - h 1 I I Architecture • A Engineering Interior Design - - ---- R 145 Lincoln Avenue OWN 1 ' ° I P.O. Box 7S0 Winter Park. Florida 32790-0730 ATiON� ° 1 I Telephone (407). 647-1039. TION v I " Telefax (407) 829-9409 _4 EXIST. �I� I 8" WM License Number AA 0000664 I 1 I License Number ES 0000829 EXIST. IRRIGATION METER°' ''" � 4 RWM Project i title & owner's name IF SANFORD UTILITIESYS ��:: I " �° i EXIST. CATHOLIC DIOCESE ,NSA` 102 L.F. 4„ PVC 12" FM ~ I OF ORLANDO ►TER MAINDR 8 RECLAIMEDMar . ,1�4M'<X c 1 3 ALL SOULS - CATHOLIC COMMUNITY _..... _ .. CICCI � CHURCH BUILDING VET. 'SAP EXIST. 4" RECLAIMED 1 VATERMAIN W/ TAPPING SLEEVE I III SANFORD, FLORIDA ►N D 4 GATE VALVE & BOXY„ I o 7; z p seal/signature ce . , _ �, _ a 4PASN m Iii AIA N, : 92"4 - .2+4'" R , , STRUCTURE MAXIMUM FLOW RATE(GPM),95 GPM"r 4 22. CONST. 63 L.F. 3" PVC I 3 a ! x I I -. SCH 40 DOMESTIC WATER I A CONST. 4' DIA. SANITARY SEWER MANHOLE IRRIGATION DATA _ 3 I. , E E , I TOP EL. - 25.70 Ile _, _ 3 { - I �.,, 6 SAN (( " p I € N. INV. EL. 16.30 ( � I 14 . o a E 3 ; Engin Inc. I 1. 18 GPM PER ZONE AVERAGE 3 Dw ' / > t .III = 9 __ d E. INV. EL. 16.20 i 1516 Hillcrest Street, Suite 212 2. 24 GPM MAXIMUM- ,.:. , ; _ S. INV. EL. = 17.70 I I ( - -�-r Orlando;-..F_dnrida 32803 _ 3. TOTAL AREA TO BE IRRIGATED - 28,500 S.F. PLUGff �40�) 841-4084 �n� s E.B. #3479 , C B CONST. 4 DIA. SANITARY SEWER MANHOLE d 0 ° ., I�,K CONST. FIRE HYDRANT ! I J TOP EL. - 25.60lop date 0 Yi x=~, N. INV. EL. = 18.04 ASSEMBLY_ �2 SEE �� ,fi I O - 16 JANUARY 20061 NOTE 9 P. S. INV. EL. - 18.60 r . I W. V. L. - 8.1 IN E 1 4 r I lob number 1 � _ ,t .. . ,, 1 , »m ..m.. .._ I FIRE FLOW CALCULATIONS _ (NEE) ISO METHOD t 'V ( � I I' j! r I' 2037.04 . ......... jj/f tt +r l ^fes'' q - I : ' f f 1 uu/ 0 Y i x M^..^ wr i i ,: , , x € PROPOSED BUILDING SPRINKLERED =..__ r drawn b .. ...�,.. ..�.mm �,:.. ym 1/ e I - I �- ~,.. p TYPE OF CONSTRUCTION (FI) 0.8 TYPE IV, UNPROTECTED I 1 FUTURE 8" C C900 : _ ! _ �: _. , _ ,,. » , . 216 S.F. 1STORY ( .. ,. ;.�: �, k � �-- _= 3 I � LARGEST BUILDING Ai 20, ) i I l l I PLUG CONST. FIRE i l 9 } DR 18 WAT R -MAIN " .,,: , „. I,�r I TOR Oi C-1 NON-COMBUSTIBLE 0.75 �k.a; OCCUPANCY FAC ( ) i 1 DEPARTMENT �.. ; by # = a s , • - � � NO BLDG. WITHIN 100' 0 checked r r f � EXPOSURES Xi & COMMUNICATION PI FACTORS b . CONNECTION \ r. ;,�, �"",I,. � � �I I�:yI ( s � � .. ( ) C ) , , I - 5 FULLY SPRINKLERED - 1146 GPM 1 STORY N.F.F. 1528 GPM X � 0.7 ( ) ( ) A.R.M. . .V1 TION . i USE 2000 GPM N.F.F. (MIN.) revisionso TkR .., �. . ( ) RANT 1 - 1000 GPM WITHIN 500 1� .. i ,. i PROPOSED FIRE HYD # ( ) PROPOSED FIRE HYDRANT #2 1000 GPM WITHIN 500 J _ -M�. : `, FIRE FLOW PROVIDED 2000 GPM _ �i���.�� �_.� _ - .. � „� � ��� AS OF 10/2 9 h; <c.....`r. ! •++ i ! _ s A_ UTILITY NOTES DTII ITV C�DVIf%clQ. WATER: WASTEWATER: RECLAIMED WATER: TELEPHONE: ELECTRIC: GAS. CABLE: r -%n MW 0 (V as m,wv e 00 0858-01 N ell r t t J� . I i r i ,.:.4 61. CONTRACTOR TO VERIFY LOCATION AND INVERTS OF ALL UTILITIES PRIOR TO 1Nr CONSTRUCTION. CONST. 57 L.F. 6" PVC (C900 DR 18) / CITY OF SANFORD FIRELINE BY LICENED 'FIRE SPRINKLER < `" R S REPRESENTATIVE IN LOCATION AND iIlk" 2. CONTRACTOR TO COORDINATE WITH THE OWNER CITY OF SANFORD F ,.._. »»..:..,.� 1, � , n CONTRACTOR, 1. CONTRACTOR TO CITY OF-SANFORD i _T SIZE FOR MISCELLANEOUS UTILITIES SLEEVES IN PAVEMENT AREAS. ' -- VERIFY ALL GEOMETRY AND LAYOUT WITH ARCHITECT PRIOR TO CONSTRUCTION. BELLSOUTH N dr i d FLORIDA POWER &LIGHT tyk,. I 3. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE C FLORIDA PUBLIC:.: UTILITIES ...: , .. , , »........ - ,_y .__...�. _-�.w.,. " . .�� __. ,. _.., ..,..�.,� M PRESSURE PIPES __,�.,».. , „» . _ .: CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM TIME WARNER , AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS t' OF AWWA C-600 OR M-23 AS APPLICABLE. SEE FIG. 507, SHT C2.3 l r M- _ sheet title/contents 4. ALL PVC PIPE MUST BEAR THE -NSF LOGO FOR POTABLE WATER USE. ENGINEERING PLAN -... ,.. _... .,._.. - PERFORMED IN 5. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFO � ACCORDANCE WITH AWWA STANDARD C-651. SEE FIG. 507, SHT C2.3 W___J,908.8,5� ,.,,:6. ALL NEWLY -INSTALLED WATER ONES AND SERVICES SHALL HAVE A MINIMUM OFC,,I` /�IL SITE _,W!,mx.. .. _ Jw WAII_,:, _~ _- ........�°° THIRTY-SIX (36") INCHES OF COVER` TO THE TOP OF PIPE, V .ate: � ...._.-„,.:c� p,�..ash olh ua,�h 0,+3a tw/4r .%h o/4a as4t„+Po eiih T T �+ PLAN q - 4~ -_:- _ -. _ .._ - IGS VALVES JOINTS AND FIRE U I I L I 1 I E�7 i_" L/`1N �-- -� __..„__. �..°:. 7. ALL .NEW AICD/OR RELOCATED WATER MAIN PIPE, .PITT N 4 --I:,mm.. ...,..:. n nnnnnn xm nnmm n nA nmttt 3iw,r_wa - .... �� - B L IN WITH CABLE ,,. , u . u ;, °. a ����,�a °, � r t t.............tt t t �, .�:,:.t . u � w w`Ww. � ° ��' �G�, -�-�- �........ `u �w,.LL�_ � ._ � ;�, ,t,�u.t«�� 'w�u uu��u uu�w,uu�,��b�w:u�•w „ II°II4- G�� � �FN���� _ __ �,�st,,.,tw„tua.tttttt.,,.,.,.taut..t.ttttttt°tttt>ut°°twtttttttutttwttttt°tt wtta��.�°.•�°���,�,.°._m:.t,n,: HYDRANTS SHALL CONFORM AND E INSTALLED ACCORDANCE W APPLICABLE I AWWA STANDARDS. rtsuMn mss,` IKXW, Ln _ 1 40 k 8. ALL WORK ON THE FIRE PROTECTION SYSTEM, -BEYOND THE POINT OF SERVICE, SHALL ..:....___ ..--.......-.. _. BE PERFORMED BY A LICENSED FIRE SPRINKLER CONTRACTOR. drawing number STATE ROAD #46 - 2 ,.... ®._... .s.,,._ _....,, . °4 ate//,, + 8. FIRELINE PIPE WILL 8E DIP... ..-.. ._,.,- ,,....... N� � �4� � t�,l� � fl, �,„.I, �.. -... .,,._. grc_4�°.... ......... �� - -.�: _'-a ��Z°,.. <..,.,WW - .. .:�_ �: >• ...�,: 9. PROVIDE FIRE HYDRANTS PER CITY OF SANFORD UTILITIES STANDARDS AND Mr, ftap: SPECIFICATIONS MANUAL SECTION 23.3.3. FIRE HYDRANTS PRIVATE SHALL BE k " - PAINTED FIRE ENGINE RED APPLUED BY THE CONTRACTOR. 10. INSTALL DETECTABLE UNDERGROUND UTILITY MARKING 'TAPE. SEE DETAIL C203. f� sheet 00 of 3 4 O Ti, -X,?I.gf 2 A X 4 % MATCH UNE 1 -NE -E SFT. C1.6 X20.90 X20.51 N col B SCALE19 1 40' 40 0 40 80 ......... GRAPHIC SCALE +2.77 INSTALL SPLASH PAD AT DOWNSPOUTS AS REQUIRED FOR OVERLAND FLOW (TYP.) ."Oolo/ A/ B 3 7 78"' I - N 7 �-1 TOP OF BA /YK 24 +6 24.6 //r22.7 - X 2"2) 7\ 0 T7 -C )MI OF PON tao 2b.� q1 5 .6 24. U" Vll T ELEVI FRON 22.7 ----k3 OF 0717f,,102 X24.. 3.. -, TER ELE VT1 0 N 24.7 AS OF .12 `j 1198 1 )ED 10 X D iC- RE RI O 1`791MBE) -1- — - ... . , —, -1 (X24.92 �� 4- 0 CONST. CLEAN—` OQT INV. 21.64 I� \ I� x 25.3 _ _.. __ 25.4 E. . . . ..... . ...... I N.Y. 21.44 x wav 24.68 N, 51 . .. ... ................ - - - — ---------- - - ® . . . .......... .... . ....... anu—*26. ocv m tANC )(OKW.4910*41 "�— — — )(26,94 Asw& r PA wwm r 07 25.95 26.10 N��26.60 26.62 25:13 22 Z X. ... .. ...... --26. 9 26 . ..... 2684 X 2&53— ux -ELEl-,,4. GRAW 26,62 25.0 N CONCRM x 23.1 79- -A. 5 9R 7A'111�- lir RX.P. awll 0858-01 2 5 0 I J �I! i L", J-4Wlk�. I LI, L J— 11 V -X,?I.gf 2 A X 4 % MATCH UNE 1 -NE -E SFT. C1.6 X20.90 X20.51 N col B SCALE19 1 40' 40 0 40 80 ......... GRAPHIC SCALE +2.77 INSTALL SPLASH PAD AT DOWNSPOUTS AS REQUIRED FOR OVERLAND FLOW (TYP.) ."Oolo/ A/ B 3 7 78"' I - N 7 �-1 TOP OF BA /YK 24 +6 24.6 //r22.7 - X 2"2) 7\ 0 T7 -C )MI OF PON tao 2b.� q1 5 .6 24. U" Vll T ELEVI FRON 22.7 ----k3 OF 0717f,,102 X24.. 3.. -, TER ELE VT1 0 N 24.7 AS OF .12 `j 1198 1 )ED 10 X D iC- RE RI O 1`791MBE) -1- — - ... . , —, -1 (X24.92 �� 4- 0 CONST. CLEAN—` OQT INV. 21.64 I� \ I� x 25.3 _ _.. __ 25.4 E. . . . ..... . ...... I N.Y. 21.44 x wav 24.68 N, 51 . .. ... ................ - - - — ---------- - - ® . . . .......... .... . ....... anu—*26. ocv m tANC )(OKW.4910*41 "�— — — )(26,94 Asw& r PA wwm r 07 25.95 26.10 N��26.60 26.62 25:13 22 Z X. ... .. ...... --26. 9 26 . ..... 2684 X 2&53— ux -ELEl-,,4. GRAW 26,62 25.0 N CONCRM x 23.1 79- -A. 5 9R 7A'111�- lir RX.P. awll 0858-01 2 5 0 I p N I r M 9 7 SCALE: 1 " = 40' J 40 0 40 80 5� r�, a .tip MATCH LINE - SEE FIGHT GRAPHIC SCALE *_ 1 ri 8+75.00 f DETENTION POND AND SWALE GEOMETRY: I I R 6 J I I 3 ! THIS GEOMETRY COMMENCES AT THE NORTH END OF LINE ` I i x IN 6 11 18.3 9 PARKING CENTERLINE I I ,ted i t GEOMETRY, SHEET C1.2 i xlN 1 I; s+oo 1 B= N 00'00'00" E2C I I s ! D = 95.9441 I � ! ❑ B= N 90'00'00" W D = 36.132' I I ❑3 A = 23' 14'13 1 i III d R = 300.0' L = 121.525' N 0 = 110'48'59" l ; _ .4 .. _ R=53.5' 1N�11 I; 18.51 I L = 103.444' '* Mme, v�m:� x 1 7+1 aA - 02' 6'29" - M ^- .� _ N x I 2 ., R = 709.5' ,.,.,, "^.,. •,.,, - .:.:.. ..: -. 'rj ,... gyp^ L = 26.106' - - x y ; F6] A = 91' 17'29" 1 R = 68.7' z ,, L = 109.462' ! MATCH LINE - SEE LEFT f �1 N _ I r j 0 B - N 50 43 26 w NNN � WATER TABLE ELEVATIONS: t D = 23.916 � Engineering, Inca., 1516 Hillcrest Street, Suite 212 I 18. TH-1 S H G.W.L. 22.60 o�lar,ao,... F�,•�da 32ao3 i ❑8 105'25'01 " ; - 20.60 R = 46.3' +00 ! x J.6 G.W.L. - / Ix 24.51 (407) 841-4084 L=85.186 1 .� :. 2 ra E.B. #3479 1 TH-2 S.H. ...L. l`9 date I G W 22 65 ,� 591 0 = 21'46'21" ;;2, ! G.W.L. = 20.65 R= 147.0' I x 22.1 I I L = 55.889' 23.1E I TH-3 S.H.G.W.L. = 22.30 � , � . 16 JANUARY 2006 I I1 10 = 21'03'21 " II ! G.W.L. = 20.30 2,.s 21. 0.41 ❑ x job number R = 147.0' 11 i ( I S.H.G.W.L. = SEASONAL HIGH GROUND WATER LEVEL I1 L = 54.050' s �� !II I G.W.L. -GROUND WATER LEVEL 4 2037.0`T ,_.......w..^µ'l� drawn ti 11 0 = 100 29 17 1 I y R = 46.3' � �Il a I ' 21.4 99 f d° 1 li 1 3 E 99 - 23,5 E. R. E. L 81.203 E x � I 5+00 ,s 8 [12] A = 01' 15'20" by ,,- 5 ! 421 95 checked R = 1 104.8' � � � � 7 L = 24.209'I ; x A.R.M. 22I. F113 A = 101' 13'47" I ! ' ,q,- ' I revisions 3� R = 68 ! 2. I° L = 121.379' 23.3 ! N 1 ; N �^ TH�2 2 /' il�� `\ 3 2.48 N / \ \ x(24.67 14 A = 074734" �°° � 1 R = 101.3' I L = 14.997' 1 � 0 .., 31 �/' ♦� 15 ,jk0 0 x. 21.7 INV. 20.00 TC D p .o0 = 34'48'34" 19.14 p p p . ♦ ♦♦ ` 'R = 68.0' + A 14 L = 41.312 22 19.35 19.56 - r: 16 A - 42 20 14 ., , '.., R 100.5' --------------------= 112 �. .w .., � CONST. DETENTION -POND � I I ; L= 74.313 1 -� 2 i INV. 21.25I 22 2. DHW 25YR 24HR 24.25 , ► 2 f If �, 19.77 19.90 � - � 1 I �� NWL - 21.75 F1_7] � = 76.17 27 � 2.1 ' � R 46.3 20 _ _ ! L = 61.650' ! 1 TH-3 2 19 INV. 21.25 -" • ��• i i� i ♦`�i ��` !1 I Fl -81 A = 23'1413" I O+DO 10 `♦`__/,. �1 nt R 300.0'I sheet title/conte s 4 ! ♦ i i "° L = 121.525 f x ENGINEERING PLAN 19 B=S893552 W i ! x D = 337.178' 22.7 22.3 x 11 \ I 22.5 CIVIL SITE GRADING, 3, FXz1a1 z . 13 z ` INV. 12.20 3 `�� ` i 20 A = 90 00 41 ` f R= 50.0' 12 2 GEOMETRY A N D L = 78.550' I h° X a %25 2312 22.3014 A DRAINAGE PLAN 21 B=N02327ff W x \ t , ��i D = 693.254.,.,F1 - ♦ i - - - - ❑22 A = 89'50'09" ;° _ 15 , ff - 40. R = 50.0' i ` �. I :, r ` L = 78.056 CH LINE SEE SHT. C1.5 - - - - I 9 AM 7 _ _ _ _ drawln number 23 B = N 89'50'9" W 27 4 f 24.6 _ m ` T1 .. _. r4 D = 237.333 x x 15 I _.�1,5'23:3 22.8 21.22 •+. :. ,e`' '~'• ., \ t, as , atn ^' �� i X20.90 ! 6 ' * X20.51 °"�\-__ �r -,t- --- --- _- -_ ----- --- !stq 17 18■ 0858-01 sheet 00 of J 5� r�, a .tip 0 N I N VICAI r- GL. = LU*%J0 Architecture NOTES: PVC CAP WITH ORIFICE 3 CONST. TYPE 'C' INLET S. INV. EL. = 18.10 P5 CONST. 70 L.F. 18" RCP 0 0.30X; 1. SOD TOP OF POND TO NORMAL WATER LEVEL EL. 21.75. O A Engineering 2. FULLY SOD SIDE AND TOP OF BERM. „ 5" DIA. ORIFICE GRATE EL. 25.59 N. INV. EL. = 16.10 a s PVC E. INV. EL. = 19.54P6 CONST. 98 L.F. 18" RCP 0 0.31X Interior Design' NORMAL WATER LEVEL 21.75 22 CONST. TYPE 'C' INLET FABRI-FORM UNIMAT � O • ' a 145 Lincoln Avenue PIPE INV. 21.25 `'J CONST. TYPE C INLET W/ J BOTTOM (5 x5) P7 CONST. 70 L.F. 24 RCP O 0.30X = 99 P.O. Box 780 W J BOTTOM (3.5'x3.5') GRATE EL. 24. " ark. Florida 32700-0730 WET DETENTION POND SECTION A-A� GRATE EL. 25.42 , E. INV. EL. 17.89 P8 CONST. 70 L.F. 18 RCP 0 0.30x6 Winter P N.T.S. W. INV. EL. 18.84 S. INV. EL. 15.89 0 Telephone c4o71 847-1039 Telefax Won 829-9409 1 1' N. INV. EL. = 18.84 W. INV. EL. = 15.89 P9 CONST. 70 L.F. 30" RCP 00.30X , SE. INV. EL. = 18.84 License Number AA 0000684 9 z 9 23 CONST TYPE 'C' INLET 1 CONST 70 1 F 18" RCP O 0 30X License Number EB 0000629' TOP OF BERM EL. 25.25 ' s 1 s O CONST. TYPE 'C' INLET GRATE EL. = 24.59 n? GRATE EL. - 25.43 SW. INV. EL. = 19.48 � CONST. 50 L.F. 30 RCP O 0.30X project title d owners name 1 TOE -IN (1YP.) N. INV. EL. = 19.23 TOP OF WEIR EL. 23.75 O 5" BLEEDER PIPE CONST. FABRI-FORM UNIMAT INV. 21.75 (4" THICK TYP.) WEIR SECTION B --B N.T.S. WIDTH VARIES 40 6 6 CONST. TYPE 'C' INLET 24 CONST. TYPE GRATE EL. = 'C' INLET 25.51 0 CONST. 50 L.F. 24" RCP 0 0.30X CATHOLIC DIOCESE GRATE EL. = 25.43 E. INV. EL. = 19.26 ) CONST. 116 L.F. 36" RCP 0 0.30X OF ORLANDO W. INV. EL. = 19.32 SW. INV. EL. = 19.26 7O CONST. TYPE 'C' INLET SW. INV. EL. = 19.26 � CONST. 72 L.F. 18" RCP O 0.33x6 GRATE EL. = 25.31 25 CONST. TYPE 'C' INLET ) CONST. 70 L.F. 42" RCP O 0.30X TOP of BANK S. INV. EL. 18.68 GRATE EL. 25.29 6 N. INV. EL. 18.68 E. INV. EL. _ 18.49 CONST. 72 L.F. 18" RCP O 0.33% ALL SOULS 1 8 . E. INV. EL. 18.49 FULLY SOD SIDES AND BOTTOM TYPICAL CONVEYANCE DITCH SECTION C -C N.T.S. 17' 10' M. M.E.S. PER FDOT IND INDEX No. 2721 F 4 21.0 4 2 1 19" X 30" ERCP 17.5 17.50 DITCH BOTTOM EL. 14.3 C 1' TOE -IN - (TYP.) CONST. FABRI-FORM UNIMAT (4" THICK TYP.) MATCH EXIST. DITCH SLOPES 1-0 0858-01 PROPOSED TOP OF PAVEMENT CONST. TYPE C INLET �1� CONST. 102 L.F. 18 RCP 0 0.30X CATHOLIC C0111111AlJIVITY GRATE EL. = 25.42 26 CONST. 48" M.E.S. N. INV. EL. = 19.02 PER F.D.O.T. INDEX No 272- CONST. 52 L.F. 48" RCP O 0.62X CHURCH BUILDING E. INV. EL. = 19.02 w/ 4:1 SLOPE SANFORD FLORIDA S. INV. EL. = 19.02 INV. EL. 12.20 (E0 CONST. 109 L.F. 48" RCP O 0.34X O9 CONST. TYPE 'C' INLET 27 CONST. TRIPLE 14"x23" M.E.S. " seal/signature _ O � CONST. 116 L.F. 24 RCP 0 0.30% W/ 'J BOTTOM (3.5'x5') PER F.D.O.T. INDEX No. 272 GRATE EL. 25.17 w/ 4:1 SLOPE (gD CONST. 70 L.F. 24" RCP 0 0.30X S. INV. EL. = 18.42 INV. EL. 17.88 N. INV. EL. = 18.42 2, CONST. 130 L.F. 42" RCP O 0.30X E.s. PER FDOT 28 CONST. TRIPLE 14"x23" M.E.S. EX No. 272 10 CONST. D.O.T. INDEX No. 272 (EP)CONST. 169 L.F. 18" RCP 00.30X O TYPE C INLET PER F. GRATE EL. 25.34 w 41 SLOPE A� er _ / S. INV. EL. 18.81 INV. EL. = 17.73 (EB)CONST. 140 L.F. 24" RCP 0 0.30aG Engin ¢¢ ring, Inc. I 17.52 N. INV. EL. - 18.81 29 N DOUBLE 19"x30" M.E.S. « 1516 Hillcrest Street, Suite 212 f O CONST. 2Q CONST. 197 L.F. 18 RCP O Q.31 X orlando, Florida 32803,: 11 CONST. TYPE 'C' INLET PER F.D.O.T. INDEX No. 272 (4 07) 841-40$4 W/ 'J BOTTOM (3.5'x5') w/ 4:1 SLOPE 2 CONST. 52` L.F. 5" PVC (SDR 35) O O.00a6 C E.B. #3476 �N GRATE EL. 25.11 INV. EL. = 17.52 date �. S. INV. EL. 18.21 2 CONST. 3 68 L.F 14"x23" ERCP 0 0.02X N. INV. EL. = 18.21 30 CONST. DOUBLE 19"X30" M.E.S. 16 JANUARY 2006 PER F.D.O.T. INDEX No. 273 2 CONST. 2 28 L.F. 19"x30" ERCP 0 0.007X 12 CONST. TYPE 'C' INLET w 2:1 SLOPE O lob number GRATE EL. = 25.21 INV. EL. = 17.50 29 CONST. 512 L.F. 6 CPE UNDERDRAIN O 0.1X 2037.04 r S. INV. EL. 18.60 EL. = 18.60 CONST. 6" M.E.S. drawn by N. INV. 31 � CONST. 297 L.F. 6 CPE UNDERDRAIN O 0.1 X INV. EL. = 20.00 13 CONST. TYPE 'C' INLET (T)CONST. 499 L.F. 6" CPE UNDERDRAIN O 0.1 X E.R.E. W/ 'J BOTTOM (3.59x5') checked b". GRATE EL. = 25.05 3 :CONST. 550 L.F. 6" CPE UNDERDRAIN 0 0.1X y j i ;i iii I �I. :;�II III �a n tl liifli tiilil 1 n S � INV. EL. 18.06 ASPHALT AND N. INV. EL. = 18.06 " A.R. M BASE CONST. 104 L.F. 6 CPE UNDERDRAIN 0 0.196 , revisions 14 CONST. TYPE 'C' INLET _ 3 coCONST. 508 L.F. 6 PVC O 0.1X NATIVE SAND BACKFILL -,.''GRATE EL. 25.33 y (UNIFIED SOIL S. INV. EL. 18.97 CLASSIFICATION SP 1 ;NATURAL HAVING A MINIMUM` N. INV. EL. 18.97 GROUND . T.PERMEABILITY OF 20 FEET/DAY .. NATURAL ' 15 CONST. TYPE 'C' INLET _W/ 'J BOTTOM (3.5'x5' GROUND N GRATE EL. 24.99 .. = 15.71 N. INV... EL. 17.71 s NST. TYPE 'C' IN #57 OR ET :#89 GRAVES 16 CO P L (FDOT SECTION 901) GRATE EL. = 25.32 I 5 I� P �I�,� IL,1111 n�, �YISE INV EL _ 18.73 Alli �u' h NW. INV. EL. - 18.73 , :: 4 r'y*6" DIAMETER CORRUGATED, " PER PIPE WITH 17 CONST. TYPE 'C' INLET WITH FILTER FABRIC SOCK GRATE EL. = 25.19 .. (FDOT' SECTION 948) NW. INV. EL. 18.76 sheet title/contents [+"' SNI ' ,Iw _ L ENGINEERING PLAN4 f ' Q : . CONST. J 7T MANHOLE (4'x8') t .. t „1 MIRAFI 10ON OR EQUIVALENT O " TOP EL. = 26.06 p o , GEOTEXTILE. CONTINUOUSLY .. �-+ �+ 3" .;. 6�� 3.WRAPPED AROUND GRAVEL S. INV. EL. = 12.32 CIVIL SITE AND OVERLAP 0.75 FOOT N. INV. EL. - 12.32 ' DRAINAGE TABLES ;. NATURAL .: ° GROUND " 19 CONST. TYPE 'C' INLET * PIPE SHALL HAVE A MINIMUM INLET AREA OF 2.0 W/ 'J BOTTOM (6'X6') AND SECTIONS SQUARE INCHES PER FOOT OF PIPE. PIPE SHALL GRATE EL. = 24.98 ?. CONFORM TO AASHTO M-252. E. INV. EL. = 15.50 NOTE: S. INV. EL. = 15.50 1 11 40 SEE ARDAMAN & ASSOCIATES, Inc. REPORT W. INV. EL. = 12.59 "ADDITIONAL SUBSURFACE SOILS AND UNDERDRAIN drawing) number SYSTEM" DATED ,12/16/2005).. 1 2 sheet QQ of 3 4. - �..._.._._:.:«..,a..r,.,.:m.wJ;a,:v✓au... uax., �r<.. w,!:, .. _. o.... ..,., ,. 'Syi �il,+,'J k��i�i: to M C u ormw'" 2 — ex 2% 4! �lMIR / ns 0 WIRIN CM -- ZONED PO rm ROCK •BAGS CSP•) jr—APlpl ..ff., .. -- N� �. SCXLE: I" 100'. ZONED °° .._ �r o W _m. ��,,,,,m.Muw I F �. �,,,,,,- :::�.m:: m . :: 10o zoo OC C►. � ROG�RS, LOVEL K & RITZ, IN _ �u ,,,,,:: uuw, �. 1 DITCH BOTTOM INLET T - .m ,� „ 1 COMPLETED INLET N PARTIAL INLET .., �I � ..�. ,.,,. � { _,. m�: , , , uu�, . ....., , ,,..,,, :,:.�,� ... ��,,,, i�""� "�' , r ,»,mm. 11 IC SCALE vim~ At 772 F -• 7-�. - -- -- —_ _ ,.. �h,,� I GRAPH PROTECTION AROUND INLETS OR Architecture SIMILAR STRUCTURES /�,I °� �," , 1 ,� 32. 1r ~ 1 III A Engineering OP71ONAL POST POSITION �t W +"N° TYPE III SILT FENCE (TYP.) �� M I :. 41 II �I I 1' MAA. / j Interior PRINCIPLE POST POSITION"I r. • POST �OPI1ONOF Z•K 4'OR rc II W� I�®Il�i9n (CANTED 20' TOWARD FLOW) l y, z-1 2 MIN, DIA. WOOD: STEEL 1.33 LBS,j MIN.) i lW' -Mf�r�:.� qq d (. '§p + p� FILTER FABRIC (IN CONFORMANCE iWl""W y7.� a - �1 _ ,, ,,,,,,_,:, - `( I I / 11 III11�r,.. ! '9 145 Lincoln Avenue NITH SEC. NO FOOT SPECS.) FILTER FABRIC ;:U10— X " W m w !0 "�,� I I/ 1 IIII P.C. Box 730 POST (OPTIONS: 4% 4. OR 1.33'.. j'FT. MW00': sTEEL i I ELEVATION TO• MAX. Illi TYPE = SILT FENCE OULTRY MESH (z0 GA, MIN.) OR TYPEA FEN FABRIC r 1 I 1 111 l Winter Park, Florida 32790-0730 llj�rW � �� :.� 11 _� I �{ , I 1 j 1 1 Telephone (407) 647-1030 \K AlSECTION �a r -�`' j jl ( �° 1 1 1 IlI1 Telefax (407) 829-9409 �I � '`""� 1 �'�,-'.:,� 11 j � °� ... , �, � ! I I X1..11 I License NumberAA 0000584 1 I �` (1 ) � 1 License Number ES 0000629 OPTIONAL Pasr PosnaN zot 43 A �,.: _::..._ 1 1 PMNCIPLE POST POSITION ^,�: ( m --,...:_.,._. _ _.....__ _. _� - 1 111 I _ protect title owner's name (CANTED zD TowARD FLo ° � 1 ,.::..,......... ,....--__ �. _ FOOT CONFORMANCE LTER FABRIC ,iW" � -� � �° i `\� � � CATHOLIC DIOCESE 1 I1 �L: . LANDO OR 4 I 1111 ! — � �-- �►. I I'; � � � ' � 111111 111 � OF I SECTIONI d f I 1 1 �� 1111 il�lll [1.. ATION NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT p, } UNIT PRICE FOR STAKED SILT FENCE {LF) UII� (� fell ELEVATION 1 I I N N1 I d I 1 1 Illlll 11 TYPE X SILT FENCE I ,r r� Wlop* O I I n;o�`'° 1 1 ' PAR'I�►L`1� PROTECTION t 11 1I ' EROSION PROTECTION DETAIL �. N.T.S. REFER TO F.D.O.T. INDEX No. 200 �I''"" { ROCK BAGS AND HAY 11 1I i 1 I1 I 1I 1 �� 1 �� C _ 1 ALL SOULS o r �° BALES OR HAY BALES I ) 1 " "" \ ! i, / ,: � � �'" ONLY) TYP. (FOOT INDEX � I ��,, �: i 1 �P oz 1I 1 4 CATHOLIC COMMUNITY _ )_.. .,, __ i CHURCH BUILDING � __Nj II 1 1 1 r 1 I ,oio, �1 SANFORD, FLORIDA 1 ' �a1 is Q � d � � 1� ,�, � - � �, I1 I seal/signature U 1' 11 1 9111 I �� X01 E I 1 - y �F • ' I 1 1 i i I ,x,' u"A 1 1 I I 4I11 1� A1 o � III A 1! 1 11 l III I • W ail I 1I !11II1w Engineering-' Inc.. 1516 Hillcrest Street. Suite 212 Y{ I I) � 4 rl (11 OrIcndo� F841�-4084803 I I (407) 1 E.B. #3479 �1 10, 1' l i c I I ao ►~`1... I l i C date W 1 M� M, �' N 4.d I � J iI 1 � TYPE III SILT FENCE (TYP,�) J 3' l I I16'JAN,UARY 2006 1 a�, 1 a �_ I �� M . � I. - , . � �, I �• - I I 1181 Vol, I 1 1 >_ I .,.1 /M 1 I I r gym.10 , II , .. 1 jou number 'ti q I t I rt �` I1 -� 1 P` F N Q, v I I "°� ` I m � 1 1 2114 l 1 �1 111111 2037.04 I 1 I drawn by I i 1 '� : i N f � a� �,6_. _._C2. ,11 b9.3j.. 4, .l 111111 E. R'. E. ( 1 N 00'22'19 W 103 I 91, �.'.1. P - N 00 0305 _ u :r 11411. checked b 1 Ll: I -..._. _.„. i 1' C 1.. e . > _ L' N'=01 IN: `"� C6 G -- _ y 1 Nf �'U'BF_� N 00 22 9— W lOsB. 90 I — — --- — 1 Cr 1 Q0.00 III' aa1 I �a„ i y �,/ 9�'. =� o---:,.. .. "��ll V� 1111 -, ,W L � M..ry -j (.0 d E a PA 188c3 " ,_. _ '� - 139. ' ' N 00003'05" " 1 I',� rFn , (. R. a:, 401 "A . r.,-.,._._ � ..._., _.. :. a. c . R. M � ,:, POINT 0�:::: .: �•13g 91"rM,,,...,.,,. _�... rz.TAX P r S 11_,, ,,::. 1 r1 1 .. revision* y_. �,� i �-"1 3'7X'11N 1ON 1 I ,< _ I 0g•37" c4 _ 1D0.00 I ons ., ,30 0 01320 I w 1 1111 � Lo r ..: o �, ,II I P, h'CP .. 1 / S 00'03'05' 1 I ZONED PD „ S 89'52.56" E l 14 !, 15.64' (F) 14.87' (7) m TYPE .III SILT FENCEI (Type)ell ,,,,„A �q, on � Md rn iiunat mr, i.. xa amm m . w a. ,w w a. mm ,ww wn. me r� I I j q 1 1 11 D d 1 mLL _ I -._ -00 2219 � 1464..88 T ry AI --�—---O(�4 08✓ -4464-R9 F. Ial - _') ; s r\ 11 �I �_ rx� i 4 j �' I 11 1 11 11 YID �. °mLI �l 1 1 I� I I:*, PARCEL as„ 2;rt�s ,,.� K 4a 1 r o / �1 16WF 28��,: 01._ l,_ 15500' 0' Fl `, C a 1 1 1 a "+ rp V rL 1 11 I� 0 1 l f 1 0/111 �� � � � 1 � � B 1 � � � 1 !j' �l � .�,� . • �,� ' � 1 d 111 1`� u I rn ._ . ,_ _ ._.. _ ....... ,, � ��.:: ��, ;�,,°r' OF' II�Y 10(,,)k00' -. _ ................ - . "A � F ., N 00 34 81 ' c, PARCEL $title/contents w., r > ��. _,. �, 1M,rt 40.0 01° W 100 00 � hest �n N , I an:.. ZONt D '�"1:�,M ENGINEERING T � , ��...�: �� � _ EN INEERIN PL ��� :.AN � ..I_ .,:::::� ,.: NOTES: .� �I 0 LEGEND: 1. PHASE 1 SITE AREA 19.06 ACRES. CIVIL SITE c f IZONED "'A —1 a F M NG1�i tH'7{'0 PF_,P1N0 •®. TYPE III SILT FENCE 2. DISTURBED: 17.01 ACRES. 1 1 N01�F' 'I;��;311,,,�� DEL �""� 1..EN�: 1"H T N.P.DES. PLAN o" ^ C1 3/0.00 71'12',42" 72040 13 .32 .2 N C? '1 ,a .~~�r _ ' 9" 3. LOCATION OF SILT FENCE IS APPROXIMATE ONLY AND SHOULD BE C2 4,30.00 1171'56 X36'. 5 43, 42 86'.40 N 08 � 3 F ROCK BAGS ADJUSTED BY THE CONTRACTOR IN THE ` FIELD AS NECESSARY. taa C3 370 00 11",31'56 " 74. 4,711 37 ,36 a4. 3� V�5 23'30 F' W , (Q_ C _- 4 0, 00 _. 1172'42 ._ _ 84.14 4.2.21 84, 01 05'33'716" 1 100' .a:1. �, �'� ! , --�_11172'42" ��-- � a. �� 4. CONSTRUCTION SITE WILL INSPECTED FOR EROSION PROBLEMS DAILY LLjLL' t; 100.0 /'.2,°' ;30; 3 /8,1 N 0 33 16 - _ . ,P� ,,� •�� � '�' L INLET AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES. A RAIN GAGE drawing number'. 400. r ;�> Ov 81 40a 80; :4 N 0t 3 PARTIAL ___ W_ :__ _ _ _ oonTcr•Tinu Will Ar 'nN SITE TO MEASURE THE RAINFALL AMOUNTS. 0858-01 U, �, L! C DENSITY (AASHTOU M= %W U %%W %W U � 10", THICK CTME80) ASPHALTIC PRIME COAT NT! BASE COURSE TEAPPLID ID TO AT N ACCORDANCE WITH 98% OF THE STANDARD SECTION PROCTOR 00 A6.1 D CLEAN �' THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT 'EXCEED 9OX OF THE II 2" THICK TYPE S-1 OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS AT 150 DEGREES. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE PROPER APPLICATION SPREAD RATE WILL BE AT 1% WHICH IS ASPHALTIC CONCRETE SUFFICIENT T0. COAT THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY SAND I ' 6" 6" PAVEMENT (HEAVY DUTY) UNIFORMLY AND FREE OF FOREIGN MATERIALS. ' THEN ROLL THE ENTIRE PRIMED AND SANDED AREA WITH A rl, h rA VARIES 6" B" RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS .»• SAND TO PREPARE FOR PAVING _ , _, MM r":» Bill imillillillillillillill�ilillilI " ^,. , 18.5'7- 24 18.5, I A,"'Iul:'1111,1'11 ,yW4 „ „ 4'w:1. l ryti '+ " `~4. ", ''4. w'^"w. N4 4 � 4 " „4 4^ "4 ° `' , 4 '�:„" w \ ,^, w 6w gw gw 2" THICK - 1.5" THICK TYPE S-3 6" 6" 6„ w 4,„ `' \ w w, , ,,,, ICK TYPES 1 " _ ASPHALTIC CONCRETE _�'�< - ASPHALTIC CONCRETE W W 1.5 THICK TYPE S 3 ASPHALTIC PAVEMENT "' r / :� °" ° �r' fi ^ � / I CONCRETE PAVEMENT PAVEMENT (HEAVY DUTY) ROGERS, LOVELOCK FRITZ SIC. �' �° PAV+ ,, t .... irM6 � / �° " / " „� ° ,:"° VEME VA R ES VARIES 1. , „ w ... ...: , xy ,u y, wv y,4: q ,, "W 4 „ ^ .:: h w 4"4, 44 :. ! w w.. Archit®ct re »...I ,^ w" ,:, 'w, 4: . v w„ "'w w, ",' 4, ":. , :: , „ ^w �::: "'n,I k: 6 X 16 " Ww \ , -,w , w, w4, ' \ , , 4 x ,4 , w, �, w "^"w 4 6 X 16 N'�'\\ ": 'W "'w. n, ^,: "w w"4: '",: '';, '"',x ^^a ^w 'r, "~w,. „w,,, 4„ ^W, 4, '^w4 "' w 'ww �'„"'4„'' , `" 'w CONCRETE 12 STABILIZED SUB -BASTE COMPACTED TO AT :��s CONCRETE : ', r �w "' ww �w ^4y ..." , , , x. 4 „4 'w 'a 'w,, ,y "4w 4w, ,,,� "w'"". \'`w' :'w'4�. "\'°w w4� w' "4j, 4-U erin A N I Est ine W ,: , w „ " „ � w 4 .: ": �w �w :: :: ,:: , :' ," " �« L :. G I-:: 9 g e'' ,:: CURB LEAST 98X OF THE STANDARD 'PROCTOR `MAX. CURB ,: � 11 ,,Ir ,� ", / m m,: „� ° DRY DENSITY AASHTO T T80 LBR 40 (MIN. ° F f �^ ,:: :: J^' s �' �"r �' Interl r De i n ,J.� � � 11' :r ,W / -6 THICK STABILIZED FBV 75 PSI) _ " ,r„ ... �' SUB -GRADE..., T. " �I L«,. G I ,.:; 12 STABILIZED SUB -BASE COMPACTED TO RT" (FBV 75) 145 Lincoln Avenue k', 10" THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98X OF THE 6" THICK LEAST 98% OF THE STANDARD PROCTOR MAX. APPROXIMATE SEASONAL STANDARD PROCTOR MAX. DRY DENSITY AASHTO T-180 ASPHALTIC PRIME COAT STABILIZED DRY DENSITY (AASHTO T-180) (LBR 40) (MIN. 6" CPE UNDERDRAIN 2.25 MIN. HIGH GROUND WATER LEVEL P.O. BOX 780 APPLIED IN ACCORDANCE WITH FDO! SECTION` 300-6.1, CLEAN THE SURFACE TO BE SUB -GRADE FBV 75 PSI) (SEE DETAIL SHT. C1.7) Winter Park. Florida 32790-0780 �. PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90X OF (FBV 75) Telephone (407) 847-103A §IJ11 THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS Telefax' (407) 829-9409 AT 150 DEGREES. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE PROPER APPLICATION SPREAD >RATE WILL BE AT 1 X WHICH IS SUFFICIENT TO COAT THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY License Number AA 0000584 SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED I AND SANDED AREA WITH A RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN License Number ES 0000829 THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING I project ; title d owner's name ,' rA TYPICAL PAVEMENT SECTION DETAIL CATHOLIC DIOCESE11 B TYPICAL PAVEMENT SECTION DETAIL' �Cl.4) N.T.S. C 1.4 N.T.S. OF ORLANDO11 11-�6.' �: G£ !: ill",", 10" THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98X OF THE STANDARD PROCTOR MAX. DRY (DENSITY (AASHTO T-180) ASPHALTIC PRIME COAT 24' 10' 24' y APPLIED IN ACCORDANCE' WITH FDOT SECTION 300-6.1: CLEAN, THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90X OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COA�� T IS I 2" THICK TYPE S-1 2" THICK TYPE S-1 li AT 150 DEGREES. APPLY THE PRIME COAT WITH A - PRESSURE DISTRIBUTOR. THE ASPHALTIC CONCRETE 9" " 6" 9" ASPHALTIC CONCRETE PROPER APPLICATION SPREAD RATE WILL BE AT ,1 X -WHICH 1S SUFFICIENT TO COAT "' ��- ;=° PAVEMENT (HEAVY DUTY) ALL SOUL$ PAVEMENT (HEAVY DUTY) THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY 6„ 6" VARIES v ' VARIES 6" 6" SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED „ .. I �111"" ., AREA WITH RUBBER E TRAFFIC ROLLER. PRIOR TO PUTTING DOWN "I'' CATHOLIC CQMMUNITY AND SANDED EA W A U (BER TIR T ,, I. '4.. '4,4„ ,, x ., THE ASPHALT SWEEP THE ENTIRE AREA OF EXCESS 'SAND TO PREPARE FOR PAVING 4, ', „ w ' 44 " ^ n„", " : w,:, :„ �4„ . m . TYPE B \ 4. ^ ^ ,.,,, y 4 4„ ° 4n. : ,w w:, ':: c : 4, 4y. ''" ^y4, „u \4 . , ::1'J . 'df "w^., 'k w "w. 4' 'w, ,n W 4, k-'::: '� y ° u ,", „ u W v:,, , ` CONCRETE w 4,' \ `' ,^ CHURCH BUILDING i' "w w w. 'w "', w 4 w ^^', 4 ' " 44 CURB , '4M: , Er '. , .' n'"' , s 18.5 24 18glo-.5 f` ANF RD FLORIDA "' W Y ! W a Jr :' d F We er"' ,a:r O O .J' ",W'y,',n w l' ,:u .4 ".11 ,,p"in p' y' ,A'':' ,r"' ,' d' F :""arr11 w w w 1.5 THICK TYPE S-3 w w :°'°' "'111 'W 6 6 6 6 6 6 ASPHALTIC CONCRETE - - -._._, 6" THICK STABILIZED 1.5" THICK TYPE S-3 ASPHAL­ - . --- W . IN ,- -7 , r- / I TIC - PAVEMENT SUB -GRADE (FBV 75) CONCRETE PAVEMENT _;'` seal/signature VARIES -� _. \ � 11 L`G k, G ;f VARIES I II 12" STABILIZED SUB -BASE COMPACTED TO AT "` + LEAST 98X OF THE STANDARD PROCTOR MAX. ,' ,: _ w " :, \ ^: �4, .; 4 ,: .. ,u w. :. ,,.. ,., w ,. ::... „: 4, :: +4� „: , ,. ...: ", �;:' �' �: 'W � DRY DENSITY AASHTO T 180 LBR 40 MIN. .:..« ««,««.«: '4, ", w 'o: 4:. ,4 ,4 w, w 'w '4: v, , ',« t. „ w. , .,, .. 'A w,: 'W i 44 'W4 • w, "+, +. s i. .. 6 X 16 W 4, '4 W , " , "': 6 X 16 ) ,,, „, "^W4, 4 1 ..,., ,:...,. .: ,„ w 4. 4 , ,x 4 "'4w, , ,•,w ' w, ^w 4 -k w, w. ° FBV 75 PSI .I G I.... , u n� w. '„ '^ u, '+. '„ , 4 ,V' wi w A w ""w 4A x ' \ i. 'x4, :.. 4 !4: '4. "w^- ,,. •'1 6 " "`„ �"4, W "w4 „ „„"':, 14 w, 'M "'f,A: CONCRETE w w, ^ �;:. w „„' II CONCRETE { �4, ;, 11. I 1 [ I I' , 1 I CURB ,< w CURB r' :n f r r r : r"° i 79 W ... I. " „ ,r ,,d'. :R :: JW J' :°, : ,f, W"' ,:- ,. i ,n ,r ; : r r .,- , :, ,: : x W m i"' ry'. r" r W' R «::::: r :: :: ,: ,: ,W :: ,: � r ,� ,� ,: � :' : :'f :W 10 THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98X OF THE STANDARD PROCTOR. -.MAX. DRY "DENSITY AASHTO , Ill:....m „ F, 6 THICK STABILIZED11 .+ i l_ ;,;� r«;" I j - ,.1. - T-180) ASPHALTIC PRIME COAT APPLIED IN ACCORDANCE WITH FDOT SECTION 300-6.1. CLEAN THE SURFACE TO BE PRIMED AND c -1 13 1 I I_. SUB GRADE ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90X OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE Ir (FBV 75) OF THE PRIME COAT IS AT 150 DEGREES. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE PROPER APPLICATION A � - -_", i� 6" THICK SPREAD RATE WILL BE `AT 1 X WHICH IS SUFFICIENT TO COAT THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO SECTION I I' fi STABILIZED_� 311-5.2: APPLY SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED AND SANDED AREA WITH A h SUB -GRADE 12" STABILIZED SUB -BASE COMPACTED TO AT RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE Engin ee ring, Inc. (FBV 75) LEAST 98% OF THE STANDARD PROCTOR MAX. FOR PAVING DRY DENSITY (AASHTO T-180) (LBR 40) (MIN. 1516 Hillcrest Street, Suite 212 FBV 75 PSI) __.. '_._ Orlando, Flor_'cd: a 32803 (407) 841 -4084' C TYPICAL PAVEMENT SECTION DETAIL TYPICAL PAVEMENT SECTION DETAIL E.B. #347s n q . A N.T.S. li 1 `t C .4 N.T.S. date RAISD CONC. SIDEWALK 16 JANUARY 2 0 0 6,� ��,��,,,,V 30' (SEE DETAIL SHT. 02.2)\\-- -- -___ -- FLUSH CONC. SIDEWALK \--0 BUMPER STOP (SEE DETAIL SHT. C2.2) job number , - /_6" W 25' (SEE DETAIL SHT. C2.2) , 2" THICK TYPE S-1 2" THICK TYPE S-1 ".A. 6" 8' " VARIES " 2037.046"go ASPHALTIC CONCRETE ASPHALTIC CONCRETE 1 1 , �111111"'L,'11'1,1, l'°` - Gw,• PAVEMENT (HEAVY DUTY) PAVEMENT (HEAVY DUTY) 18 1-1/2 THICK TYPE S-3"1,,,, '�`'': .,,;.;.,'.:° ASPHALTIC CONCRETE 6" 6" PAVEMENT VARIES VARIES VARIES 1. 11 . - /.- vr . „4� ... 4�L „ i :. ,y i +„ . ,: 4 J .: w `n, `w ".: '4.. 4, :: 'w `ro 4 :: J' n '::. .. M. 'W '4 '44 :....'' w "w, TYPE B 4 , 4" 4 , ::. w , , w , "'"^a , - , ,: n: '.....:.:�..__. �,.. w`,:. 'wy Jr ° ,:" �, ^. o „4 ^4 'w"'w wx `w , , w: , , "w w .: .:' ': "°",. •. , , ,,,, ,,,4'"4w: w :�" : ,,," 4 'n a '"w,. '4 . , wW. w ""w w:, „ x " y , :, .,; .. „ 'w:.. „. „ 4, rn r✓" r° y:o 4'"'w 4, *, " �'^4 4, e `*„ w: ww 4 „ 'w"« „ , , 4 J J :..N .,.. :. ,:'^' w i!0, s"' r :m '^•:. wn ' w ` ^, "rx „ 4 " „ 'w w"w, 4 „ w.:.' w4 u :: `4+. , ',: '` r ``w. 'r, -ti .::r 4 ti 4, w""", wy 4,4wa. CONCRETE a 4. 4 4 " 4` ,, w, „ w, 4 'w w , w , „ w ::,. ,: �''' „ � 4 4 4, CURB w "' x w„ „ 6 THICK STABILIZED ° � : :rr i d° sr ,✓51' r : f SUB GRADE :: ,.•Al: �' � � r' .. r :. ., .. m �' e. .. .. .. r n .. :r' ..' e W r, „ FBV 75 6 THICK STABILIZED �� 6 THICK STABILIZED ,� SUB -GRADE 6 THICK STABILIZED (FBV 75) A. K. M I e, w - .(FBV 75) SUB -GRADE (FBV 75) 12" STABILIZED SUB -BASE COMPACTED TO AT revisions 1,1111, LEAST 98% OF THE STANDARD PROCTOR -MAX. 12" STABILIZED SUB -BASE COMPACTED TO AT 12" STABILIZED SUB -BASE COMPACTED TO AT11 DRY DENSITY AASHTO T-1BO) (LBR 40) (MIN. ( STANDAR PROCTOR MAX. LEAST 98X OF THE STANDARD PROCTOR MAX. LEAST 98% OF THE ST ( DRY DENSITY AASHTO T-180) (LBR 40) (MIN. DRY DENSITY (AASHTO T-180) (LBR 40) (MIN. kk FBV 75 PSI) FBV 75 PSI) FBV 75 PSI) P;' I 11 10 THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98% OF THE � 1111 10" THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98% OF THE 10 THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98% OF THE 4. STANDARD PROCTOR MAX, DRY DENSITY AASHTO T-180 ASPHALTIC PRIME COAT' ( � STANDARD PROCTOR MAX. DRY DENSITY (AASHTO T-180) ASPHALTIC PRIME COAT STANDARD PROCTOR MAX. DRY DENSITY (AASHTO T-180) ASPHALTIC PRIME COAT APPLIED IN ACCORDANCE WITH FDOT SECTION 300-6.1. CLEAN THE SURFACE TO BE APPLIED IN ACCORDANCE WITH FDOT SECTION 300-6.1. CLEAN THE SURFACETO BE APPLIED IN ACCORDANCE WITH FDOT SECTION 300-6.1. CLEAN THE SURFACE TO BE " ® PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90% OF PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90% OF PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 9096 OF Ir, THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE `PRIME COAT IS THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS I, AT 150 DEGREES: APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE AT 150 DEGREES. I,, APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE AT 150 DEGREES. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. 'THE11 PROPER APPLICATION SPREAD RATE WILL BE AT 1 X WHICH IS SUFFICIENT TO COAT I PROPER APPLICATION 'SPREAD RATE WILL BE AT 1% WHICH IS SUFFICIENT TO COAT PROPER APPLICATION SPREAD RATE WILL BE AT 1 % WHICH IS SUFFICIENT TO COAT " THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY _ SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED THE BASE -MATERIAL ,UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY THE BASE MATERIAL UNIFORMLY WITH, NO EXCESS. ALSO, SECTION 311 -5.2: APPLY AND SANDED AREA WITH A RUBBER TITRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED AND SNDED AREA:(, WITH A RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING' DOWN AND SANDED AREA WITH A RUBBER TIRE TRAFFIC" ROLLER. PRIOR TO PUTTING DOWN ;;. THE ASPHALT. SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SANp TO PREPARE FOR PAVING THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING i.4; K"E� TYPICAL PAVEMENT SECTION DETAIL rF TYPICAL PAVEMENT SECTION DETAILK"G TYPICAL PAVEMENT SECTION DETAIL r 1111 N.T.S. N.T.S. N.T.S. ,;! 01.4 01.4 01.4 sheet title/contents;. 12" Il SAW CUT ENGINEERING PLAN{ 2" TYPE S-1 ASPHALTIC EXIST. AC SURFACE COURSE CONCRETE PAVEMENT 0.75"R. ,� M ryTy; 6" 10" THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98X OF THE `. ,''• :=/= - - 1.75"R. 9" Z ,,, .'•f 0.75"R. (TYP.) .� N` STANDARD PROCTOR MAX. DRY DENSITY (AASHTO T-180) ASPHALTIC PRIME COAT E CIVIL SITE APPLIED 1N ACCORDANCE WITH FDOT SECTION 300-6.1: CLEAN THE SURFACE TO BE , x" w „ '4 EXIST. BAS PAVEMENT " Al • PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90X OF PAVEMENT �" "� 11 THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE ; OF THE PRIME "COAT iS - - - - - to �� DETAILS 11AT 150 DEGREES. APPLY THE PRIME COAT :WITH A PRESSURE DISTRIBUTOR. THE "" EXIST. COMPACTED SUBGRADE �° • " PROPER APPLICATION SPREAD RATE WILL BE AT 1X WHICH IS SUFFICIENT TO COAT n° rW: :�•, THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY „°' '�" _ _ _ _ _ BASE Av ` .., � SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED 'i4 ° BASE , AND SANDED AREA WITH A RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN EDGE OF PAVEMENT THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING PLAN AS SHOWN I, SAW CUT COMPACTED SUBGRADE•::::'. J r r:::' OP OF NOTE: CONTRACTOR SHALL APPLY A " ,r' ' ," °„r' z COMPACTED. S,UBGRADE dr8wing! number T CURB .11 12 STABILIZED 5U8 BASE COMPACTED TO AT BITUMINOUS TACK COAT WHERE co 11, - LEAST '98X OF THE 'STANDARD PROCTOR MAX. NEW r n' .<� °° ° ° e z ASPHALTIC CONRETE PAVE-„ ,. r"' DRY DENSITY (AASHTO T-180) (LBR 40) (MIN. MENT ABUTTS EXISTING PORTLAND 6" ' FBV` 75 PSI) CEMENT CONCRETE PAVEMENT STABILIZED BASE MIN. 6" PAVEMENT FBV 75 STABILIZED BASE MIN. PROFILE TYPICAL CONNECTION BETWEEN FBV 75 K�H TYPE 'B' CURB DETAIL I NEW AND EXISTING PAVEMENT 6 X 16 CURB DETAIL DROP CURB DETAIL N.T.S. C 1.4 N.T.S. N.T.S. N.T.S. y' 0858-01 _ _ o ah.et of I ,: , .. i 1 - - � �------=------ - - - � -. � �I l w�. m._ - - --- -, , ,.:: , ,: ,. r ,.-. .,.. . , .__ ...::,_gym. ...:::...-.. ..«..:-. »,--.-. ».: ":. .....,„, aw.-a.L>r,.iw. mwfwr.,,W.�.:. .:..w:�: ..a,.. .»: . t.,. .,. vr. ;,....4 ,,. ::. �v 5 �.:..v,. �. ALL . � _ _ - _.. _ �� ..�,._ «_�.� �.. � .._ 11....1 _ : -.. � v 4 .4- ;,.n w f.:, rt s.. a '.n a.u nP.uaJ 1,11 I':, ':. I ` li . . ,. ' r �. ;1 I . .- _ i - ' . ) 1i I U, �, L! C DENSITY (AASHTOU M= %W U %%W %W U � 10", THICK CTME80) ASPHALTIC PRIME COAT NT! BASE COURSE TEAPPLID ID TO AT N ACCORDANCE WITH 98% OF THE STANDARD SECTION PROCTOR 00 A6.1 D CLEAN �' THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT 'EXCEED 9OX OF THE II 2" THICK TYPE S-1 OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS AT 150 DEGREES. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE PROPER APPLICATION SPREAD RATE WILL BE AT 1% WHICH IS ASPHALTIC CONCRETE SUFFICIENT T0. COAT THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY SAND I ' 6" 6" PAVEMENT (HEAVY DUTY) UNIFORMLY AND FREE OF FOREIGN MATERIALS. ' THEN ROLL THE ENTIRE PRIMED AND SANDED AREA WITH A rl, h rA VARIES 6" B" RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS .»• SAND TO PREPARE FOR PAVING _ , _, MM r":» Bill imillillillillillillill�ilillilI " ^,. , 18.5'7- 24 18.5, I A,"'Iul:'1111,1'11 ,yW4 „ „ 4'w:1. l ryti '+ " `~4. ", ''4. w'^"w. N4 4 � 4 " „4 4^ "4 ° `' , 4 '�:„" w \ ,^, w 6w gw gw 2" THICK - 1.5" THICK TYPE S-3 6" 6" 6„ w 4,„ `' \ w w, , ,,,, ICK TYPES 1 " _ ASPHALTIC CONCRETE _�'�< - ASPHALTIC CONCRETE W W 1.5 THICK TYPE S 3 ASPHALTIC PAVEMENT "' r / :� °" ° �r' fi ^ � / I CONCRETE PAVEMENT PAVEMENT (HEAVY DUTY) ROGERS, LOVELOCK FRITZ SIC. �' �° PAV+ ,, t .... irM6 � / �° " / " „� ° ,:"° VEME VA R ES VARIES 1. , „ w ... ...: , xy ,u y, wv y,4: q ,, "W 4 „ ^ .:: h w 4"4, 44 :. ! w w.. Archit®ct re »...I ,^ w" ,:, 'w, 4: . v w„ "'w w, ",' 4, ":. , :: , „ ^w �::: "'n,I k: 6 X 16 " Ww \ , -,w , w, w4, ' \ , , 4 x ,4 , w, �, w "^"w 4 6 X 16 N'�'\\ ": 'W "'w. n, ^,: "w w"4: '",: '';, '"',x ^^a ^w 'r, "~w,. „w,,, 4„ ^W, 4, '^w4 "' w 'ww �'„"'4„'' , `" 'w CONCRETE 12 STABILIZED SUB -BASTE COMPACTED TO AT :��s CONCRETE : ', r �w "' ww �w ^4y ..." , , , x. 4 „4 'w 'a 'w,, ,y "4w 4w, ,,,� "w'"". \'`w' :'w'4�. "\'°w w4� w' "4j, 4-U erin A N I Est ine W ,: , w „ " „ � w 4 .: ": �w �w :: :: ,:: , :' ," " �« L :. G I-:: 9 g e'' ,:: CURB LEAST 98X OF THE STANDARD 'PROCTOR `MAX. CURB ,: � 11 ,,Ir ,� ", / m m,: „� ° DRY DENSITY AASHTO T T80 LBR 40 (MIN. ° F f �^ ,:: :: J^' s �' �"r �' Interl r De i n ,J.� � � 11' :r ,W / -6 THICK STABILIZED FBV 75 PSI) _ " ,r„ ... �' SUB -GRADE..., T. " �I L«,. G I ,.:; 12 STABILIZED SUB -BASE COMPACTED TO RT" (FBV 75) 145 Lincoln Avenue k', 10" THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98X OF THE 6" THICK LEAST 98% OF THE STANDARD PROCTOR MAX. APPROXIMATE SEASONAL STANDARD PROCTOR MAX. DRY DENSITY AASHTO T-180 ASPHALTIC PRIME COAT STABILIZED DRY DENSITY (AASHTO T-180) (LBR 40) (MIN. 6" CPE UNDERDRAIN 2.25 MIN. HIGH GROUND WATER LEVEL P.O. BOX 780 APPLIED IN ACCORDANCE WITH FDO! SECTION` 300-6.1, CLEAN THE SURFACE TO BE SUB -GRADE FBV 75 PSI) (SEE DETAIL SHT. C1.7) Winter Park. Florida 32790-0780 �. PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90X OF (FBV 75) Telephone (407) 847-103A §IJ11 THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS Telefax' (407) 829-9409 AT 150 DEGREES. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE PROPER APPLICATION SPREAD >RATE WILL BE AT 1 X WHICH IS SUFFICIENT TO COAT THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY License Number AA 0000584 SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED I AND SANDED AREA WITH A RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN License Number ES 0000829 THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING I project ; title d owner's name ,' rA TYPICAL PAVEMENT SECTION DETAIL CATHOLIC DIOCESE11 B TYPICAL PAVEMENT SECTION DETAIL' �Cl.4) N.T.S. C 1.4 N.T.S. OF ORLANDO11 11-�6.' �: G£ !: ill",", 10" THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98X OF THE STANDARD PROCTOR MAX. DRY (DENSITY (AASHTO T-180) ASPHALTIC PRIME COAT 24' 10' 24' y APPLIED IN ACCORDANCE' WITH FDOT SECTION 300-6.1: CLEAN, THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90X OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COA�� T IS I 2" THICK TYPE S-1 2" THICK TYPE S-1 li AT 150 DEGREES. APPLY THE PRIME COAT WITH A - PRESSURE DISTRIBUTOR. THE ASPHALTIC CONCRETE 9" " 6" 9" ASPHALTIC CONCRETE PROPER APPLICATION SPREAD RATE WILL BE AT ,1 X -WHICH 1S SUFFICIENT TO COAT "' ��- ;=° PAVEMENT (HEAVY DUTY) ALL SOUL$ PAVEMENT (HEAVY DUTY) THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY 6„ 6" VARIES v ' VARIES 6" 6" SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED „ .. I �111"" ., AREA WITH RUBBER E TRAFFIC ROLLER. PRIOR TO PUTTING DOWN "I'' CATHOLIC CQMMUNITY AND SANDED EA W A U (BER TIR T ,, I. '4.. '4,4„ ,, x ., THE ASPHALT SWEEP THE ENTIRE AREA OF EXCESS 'SAND TO PREPARE FOR PAVING 4, ', „ w ' 44 " ^ n„", " : w,:, :„ �4„ . m . TYPE B \ 4. ^ ^ ,.,,, y 4 4„ ° 4n. : ,w w:, ':: c : 4, 4y. ''" ^y4, „u \4 . , ::1'J . 'df "w^., 'k w "w. 4' 'w, ,n W 4, k-'::: '� y ° u ,", „ u W v:,, , ` CONCRETE w 4,' \ `' ,^ CHURCH BUILDING i' "w w w. 'w "', w 4 w ^^', 4 ' " 44 CURB , '4M: , Er '. , .' n'"' , s 18.5 24 18glo-.5 f` ANF RD FLORIDA "' W Y ! W a Jr :' d F We er"' ,a:r O O .J' ",W'y,',n w l' ,:u .4 ".11 ,,p"in p' y' ,A'':' ,r"' ,' d' F :""arr11 w w w 1.5 THICK TYPE S-3 w w :°'°' "'111 'W 6 6 6 6 6 6 ASPHALTIC CONCRETE - - -._._, 6" THICK STABILIZED 1.5" THICK TYPE S-3 ASPHAL­ - . --- W . IN ,- -7 , r- / I TIC - PAVEMENT SUB -GRADE (FBV 75) CONCRETE PAVEMENT _;'` seal/signature VARIES -� _. \ � 11 L`G k, G ;f VARIES I II 12" STABILIZED SUB -BASE COMPACTED TO AT "` + LEAST 98X OF THE STANDARD PROCTOR MAX. ,' ,: _ w " :, \ ^: �4, .; 4 ,: .. ,u w. :. ,,.. ,., w ,. ::... „: 4, :: +4� „: , ,. ...: ", �;:' �' �: 'W � DRY DENSITY AASHTO T 180 LBR 40 MIN. .:..« ««,««.«: '4, ", w 'o: 4:. ,4 ,4 w, w 'w '4: v, , ',« t. „ w. , .,, .. 'A w,: 'W i 44 'W4 • w, "+, +. s i. .. 6 X 16 W 4, '4 W , " , "': 6 X 16 ) ,,, „, "^W4, 4 1 ..,., ,:...,. .: ,„ w 4. 4 , ,x 4 "'4w, , ,•,w ' w, ^w 4 -k w, w. ° FBV 75 PSI .I G I.... , u n� w. '„ '^ u, '+. '„ , 4 ,V' wi w A w ""w 4A x ' \ i. 'x4, :.. 4 !4: '4. "w^- ,,. •'1 6 " "`„ �"4, W "w4 „ „„"':, 14 w, 'M "'f,A: CONCRETE w w, ^ �;:. w „„' II CONCRETE { �4, ;, 11. I 1 [ I I' , 1 I CURB ,< w CURB r' :n f r r r : r"° i 79 W ... I. " „ ,r ,,d'. :R :: JW J' :°, : ,f, W"' ,:- ,. i ,n ,r ; : r r .,- , :, ,: : x W m i"' ry'. r" r W' R «::::: r :: :: ,: ,: ,W :: ,: � r ,� ,� ,: � :' : :'f :W 10 THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98X OF THE STANDARD PROCTOR. -.MAX. DRY "DENSITY AASHTO , Ill:....m „ F, 6 THICK STABILIZED11 .+ i l_ ;,;� r«;" I j - ,.1. - T-180) ASPHALTIC PRIME COAT APPLIED IN ACCORDANCE WITH FDOT SECTION 300-6.1. CLEAN THE SURFACE TO BE PRIMED AND c -1 13 1 I I_. SUB GRADE ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90X OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE Ir (FBV 75) OF THE PRIME COAT IS AT 150 DEGREES. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE PROPER APPLICATION A � - -_", i� 6" THICK SPREAD RATE WILL BE `AT 1 X WHICH IS SUFFICIENT TO COAT THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO SECTION I I' fi STABILIZED_� 311-5.2: APPLY SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED AND SANDED AREA WITH A h SUB -GRADE 12" STABILIZED SUB -BASE COMPACTED TO AT RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE Engin ee ring, Inc. (FBV 75) LEAST 98% OF THE STANDARD PROCTOR MAX. FOR PAVING DRY DENSITY (AASHTO T-180) (LBR 40) (MIN. 1516 Hillcrest Street, Suite 212 FBV 75 PSI) __.. '_._ Orlando, Flor_'cd: a 32803 (407) 841 -4084' C TYPICAL PAVEMENT SECTION DETAIL TYPICAL PAVEMENT SECTION DETAIL E.B. #347s n q . A N.T.S. li 1 `t C .4 N.T.S. date RAISD CONC. SIDEWALK 16 JANUARY 2 0 0 6,� ��,��,,,,V 30' (SEE DETAIL SHT. 02.2)\\-- -- -___ -- FLUSH CONC. SIDEWALK \--0 BUMPER STOP (SEE DETAIL SHT. C2.2) job number , - /_6" W 25' (SEE DETAIL SHT. C2.2) , 2" THICK TYPE S-1 2" THICK TYPE S-1 ".A. 6" 8' " VARIES " 2037.046"go ASPHALTIC CONCRETE ASPHALTIC CONCRETE 1 1 , �111111"'L,'11'1,1, l'°` - Gw,• PAVEMENT (HEAVY DUTY) PAVEMENT (HEAVY DUTY) 18 1-1/2 THICK TYPE S-3"1,,,, '�`'': .,,;.;.,'.:° ASPHALTIC CONCRETE 6" 6" PAVEMENT VARIES VARIES VARIES 1. 11 . - /.- vr . „4� ... 4�L „ i :. ,y i +„ . ,: 4 J .: w `n, `w ".: '4.. 4, :: 'w `ro 4 :: J' n '::. .. M. 'W '4 '44 :....'' w "w, TYPE B 4 , 4" 4 , ::. w , , w , "'"^a , - , ,: n: '.....:.:�..__. �,.. w`,:. 'wy Jr ° ,:" �, ^. o „4 ^4 'w"'w wx `w , , w: , , "w w .: .:' ': "°",. •. , , ,,,, ,,,4'"4w: w :�" : ,,," 4 'n a '"w,. '4 . , wW. w ""w w:, „ x " y , :, .,; .. „ 'w:.. „. „ 4, rn r✓" r° y:o 4'"'w 4, *, " �'^4 4, e `*„ w: ww 4 „ 'w"« „ , , 4 J J :..N .,.. :. ,:'^' w i!0, s"' r :m '^•:. wn ' w ` ^, "rx „ 4 " „ 'w w"w, 4 „ w.:.' w4 u :: `4+. , ',: '` r ``w. 'r, -ti .::r 4 ti 4, w""", wy 4,4wa. CONCRETE a 4. 4 4 " 4` ,, w, „ w, 4 'w w , w , „ w ::,. ,: �''' „ � 4 4 4, CURB w "' x w„ „ 6 THICK STABILIZED ° � : :rr i d° sr ,✓51' r : f SUB GRADE :: ,.•Al: �' � � r' .. r :. ., .. m �' e. .. .. .. r n .. :r' ..' e W r, „ FBV 75 6 THICK STABILIZED �� 6 THICK STABILIZED ,� SUB -GRADE 6 THICK STABILIZED (FBV 75) A. K. M I e, w - .(FBV 75) SUB -GRADE (FBV 75) 12" STABILIZED SUB -BASE COMPACTED TO AT revisions 1,1111, LEAST 98% OF THE STANDARD PROCTOR -MAX. 12" STABILIZED SUB -BASE COMPACTED TO AT 12" STABILIZED SUB -BASE COMPACTED TO AT11 DRY DENSITY AASHTO T-1BO) (LBR 40) (MIN. ( STANDAR PROCTOR MAX. LEAST 98X OF THE STANDARD PROCTOR MAX. LEAST 98% OF THE ST ( DRY DENSITY AASHTO T-180) (LBR 40) (MIN. DRY DENSITY (AASHTO T-180) (LBR 40) (MIN. kk FBV 75 PSI) FBV 75 PSI) FBV 75 PSI) P;' I 11 10 THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98% OF THE � 1111 10" THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98% OF THE 10 THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98% OF THE 4. STANDARD PROCTOR MAX, DRY DENSITY AASHTO T-180 ASPHALTIC PRIME COAT' ( � STANDARD PROCTOR MAX. DRY DENSITY (AASHTO T-180) ASPHALTIC PRIME COAT STANDARD PROCTOR MAX. DRY DENSITY (AASHTO T-180) ASPHALTIC PRIME COAT APPLIED IN ACCORDANCE WITH FDOT SECTION 300-6.1. CLEAN THE SURFACE TO BE APPLIED IN ACCORDANCE WITH FDOT SECTION 300-6.1. CLEAN THE SURFACETO BE APPLIED IN ACCORDANCE WITH FDOT SECTION 300-6.1. CLEAN THE SURFACE TO BE " ® PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90% OF PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90% OF PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 9096 OF Ir, THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE `PRIME COAT IS THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS I, AT 150 DEGREES: APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE AT 150 DEGREES. I,, APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE AT 150 DEGREES. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. 'THE11 PROPER APPLICATION SPREAD RATE WILL BE AT 1 X WHICH IS SUFFICIENT TO COAT I PROPER APPLICATION 'SPREAD RATE WILL BE AT 1% WHICH IS SUFFICIENT TO COAT PROPER APPLICATION SPREAD RATE WILL BE AT 1 % WHICH IS SUFFICIENT TO COAT " THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY _ SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED THE BASE -MATERIAL ,UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY THE BASE MATERIAL UNIFORMLY WITH, NO EXCESS. ALSO, SECTION 311 -5.2: APPLY AND SANDED AREA WITH A RUBBER TITRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED AND SNDED AREA:(, WITH A RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING' DOWN AND SANDED AREA WITH A RUBBER TIRE TRAFFIC" ROLLER. PRIOR TO PUTTING DOWN ;;. THE ASPHALT. SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SANp TO PREPARE FOR PAVING THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING i.4; K"E� TYPICAL PAVEMENT SECTION DETAIL rF TYPICAL PAVEMENT SECTION DETAILK"G TYPICAL PAVEMENT SECTION DETAIL r 1111 N.T.S. N.T.S. N.T.S. ,;! 01.4 01.4 01.4 sheet title/contents;. 12" Il SAW CUT ENGINEERING PLAN{ 2" TYPE S-1 ASPHALTIC EXIST. AC SURFACE COURSE CONCRETE PAVEMENT 0.75"R. ,� M ryTy; 6" 10" THICK SOIL -CEMENT BASE COURSE COMPACTED TO AT LEAST 98X OF THE `. ,''• :=/= - - 1.75"R. 9" Z ,,, .'•f 0.75"R. (TYP.) .� N` STANDARD PROCTOR MAX. DRY DENSITY (AASHTO T-180) ASPHALTIC PRIME COAT E CIVIL SITE APPLIED 1N ACCORDANCE WITH FDOT SECTION 300-6.1: CLEAN THE SURFACE TO BE , x" w „ '4 EXIST. BAS PAVEMENT " Al • PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90X OF PAVEMENT �" "� 11 THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE ; OF THE PRIME "COAT iS - - - - - to �� DETAILS 11AT 150 DEGREES. APPLY THE PRIME COAT :WITH A PRESSURE DISTRIBUTOR. THE "" EXIST. COMPACTED SUBGRADE �° • " PROPER APPLICATION SPREAD RATE WILL BE AT 1X WHICH IS SUFFICIENT TO COAT n° rW: :�•, THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY „°' '�" _ _ _ _ _ BASE Av ` .., � SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED 'i4 ° BASE , AND SANDED AREA WITH A RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN EDGE OF PAVEMENT THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING PLAN AS SHOWN I, SAW CUT COMPACTED SUBGRADE•::::'. J r r:::' OP OF NOTE: CONTRACTOR SHALL APPLY A " ,r' ' ," °„r' z COMPACTED. S,UBGRADE dr8wing! number T CURB .11 12 STABILIZED 5U8 BASE COMPACTED TO AT BITUMINOUS TACK COAT WHERE co 11, - LEAST '98X OF THE 'STANDARD PROCTOR MAX. NEW r n' .<� °° ° ° e z ASPHALTIC CONRETE PAVE-„ ,. r"' DRY DENSITY (AASHTO T-180) (LBR 40) (MIN. MENT ABUTTS EXISTING PORTLAND 6" ' FBV` 75 PSI) CEMENT CONCRETE PAVEMENT STABILIZED BASE MIN. 6" PAVEMENT FBV 75 STABILIZED BASE MIN. PROFILE TYPICAL CONNECTION BETWEEN FBV 75 K�H TYPE 'B' CURB DETAIL I NEW AND EXISTING PAVEMENT 6 X 16 CURB DETAIL DROP CURB DETAIL N.T.S. C 1.4 N.T.S. N.T.S. N.T.S. y' 0858-01 _ _ o ah.et of WA N 0 12.0" WHEELCHAIR RAMP SIGN NO. FTP 25 SIDEWALK o, 12" WHITE II II + "2'—_i F —22' „ V-4" WHITE BLUE m 2„4 0 m k' 4 4” 4" 4" 4" 2" 2" HANDICAPPED SPACE STRIPING DETAIL o (PARALLEL PARKING) a.° N.T.S. + USE OF PAVEMENT SYMBOL IN HANDICAPPED PARKING SPACES IS WHEELCHAIR RAMP SIGN NO. FTP — 25 OPTIONALs. WHEN USED, THIS SYMBOL SHALL BE 3 TO 5 FEET HIGH AND SIDE LK BLUE IN COLOR. Ld HANDICAPPED m PAVEMENT SYMBOL N.T.S. j� N 12' 9' MIN. NOTES• kj ? k'LLJ m m m 444 " 4" 4' 4 4"" 2" 2" SIGN NO. FTP 25 2 HANDICAPPED SPACE STRIPING DETAIL WHEELCHAIR RAMP (90PARKING) E SIDEWALK N.T.S. 1. ALL LETTERS ARE 1" SERIES "C", PER MUTCD. , a , i 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZEID (ENGINEERING AND GRADE) R DE) B \� .UE BACKGROUND WITH WHITE REFLECTORIZED LEGEND 12" WHITE 1..!.C---.4rI a' 3. BOTTOM PORTION OF SIGN SHALL HAVE A . REFLECTORIZED (ENGINEERING NOTE: HANDICAPPED MARKINGS — SEE ABOVE GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. (FOR ) 4. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. CRITERIA FOR PAVEMENT MARKINGS ONLY, NOT WHEELCHAIR RAMP LOCATIONS. DIENS1ONS 5. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH FOR RAMP CRITERIA, SEE ROADWAY DESIGN O A SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD). INDEX NO. 304. 1 -1 1 14— 21— 80 2d'-1 10-'S HANDICAP PARKING SIGNAGE HANDICAPPED SPACE STRIPING DETAIL (ANGLED PARKING) N.T.S. PAVEMENT MARKING FOR WHEELCHAIR RAMPS N.T.S. N.T.S. HANDICAP SIGNAGE & PAVEMENT STRIPING` N.T.S. %w u 1/2" PREMOLDED EXPANSION JOINT '(TYP.) BLDG.,CONC. SLAB OR CONC. CURB VARIES 1. 1/2' EXP. JOINT MATERIAL LIGHT BROOM STROKE FINISH FINISH GRADE 1/4" R•v 1/4 7777777 3 9 1' S " Pn w i '° .yy �r �. r ry n,, t,�,,,9p'm>w wd0%d ;M: •° u 'i5�h. r` r 4 CONCRETEy PAVEMENT EXPANSION JOINTS 40'-0 CLASS L 3000 PSI CONCRETE MAX. PROVIDE EVERY ,,. � SIDEWALK INTERSECTION 10' COMPACTED SUBGRADE WALK SECTION EXPANSION JOINT 9896 MAX. DENSITY (AASHTO T-180) 1/4" 1/4* 1/4- R. 1 /4" 1/4' R. 14 OR T/4 777—,77 R rc r,` 177 20'-0" O.C. MAX. OR 1/2 5'-0' APART MAX. LENGTH OF WALK CONSTRUCTION JOINT DUMMY GROOVE 4" THICK CONC, PAVEMENT DETAILS N.T.S. �6"X 6" No. 10/10 WWM 6'-0" WIDTH AS NOTED ON SITE PLAN WOOD OR 8" CM WITH STUCCO WA 6" 1"R WITH 6"x6" 114":1 z SURFACE — — . PAVEMENT STRENGTH CONCRETE 6X6-1 6�6 z S-1 OR TYPE 3 MIN. 1.5 OVER CUT CONC. SURFACE WWF 2 #4's CONT. AREA AND 1 " FOR OVERLAY B" 12" RAISED SIDEWALK DETAIL N.T.S. /-6"X' 6" No. 10/10 WWM WIDTH AS NOTED ON SITE PLAN 1'R PAVEMENT 1`211 1/4"0' � C 1 2 #4's CONT. 8" 12" FLUSH SIDEWALK DETAIL N.T.S. 4' Mtn.. S' Max. j'Or f Hole 12■ • 2' Min.. 3' Max. 4�/ 2' Min. 3' Max. " ro TRENCH WIDTH 8' Min. J'PReh Optional No. 4 Bars. 18' Lon PAVEMENT 9 Max -'\ R-2' (Two Per guard) �j Cost Or Rubbed BUMPER STOP DETAIL SURFACE JOINT TO BE N.T.S. 12" MIN. (TYP.) H a RESS U LL z 'v SLA WWM 10' MIN. CLEAR GATES Ns \�io DUMPSTER ENCLOSURE DETAIL N.T.S. 6" CONC. PAD. 3000 PSI, W/6"x 6" No. 10/10 W.W.M. d•r �,w:. n� r � i TURNED DOWN EDGE °' #4 CONT. ON ALL SIDES COMPACTED SUBGRADE DUMPSTER PAD DETAIL N.T.S. 6" BOLLARD 6'-0" HIGH CYP WOOD OR 8" CM WITH STUCCO WA 6" CONCRETE WITH 6"x6" 6'-0" HIGH WOOD 5' MIN (W/2 +2' REPLACEMENT PAVEMENT MONOLITHIC SLAB 3000 PSI HIGH EARLY z SURFACE REPLACEMENT TO BE TYPE EXIST. ASPHALTIC STRENGTH CONCRETE 6X6-1 6�6 z S-1 OR TYPE 3 MIN. 1.5 OVER CUT CONC. SURFACE WWF AREA AND 1 " FOR OVERLAY 1`211 y . ray. I i I' 'T �Y 1{ • 4 '; C 1 q 4�/ q'-611 EXIST. CONC. TRENCH WIDTH PAVEMENT MIN. �j SURFACE JOINT TO BE MECHANICALLY SAW CUT TRENCH WALL REPLACEMENT BASE MATERIAL TO BE ASPHALTIC CONCRETE, SOIL CEMENT, OR LIMEROCK. (MATCH EXIST.) UTILITY PIPE FILL TO BE OF NON -SHRINK MATERIAL NOTE: TRENCH WIDTH (W) _ PORTLAND CEMENT PIPE DIAMETER +2' CONCRETE SURFACE ASPHALTIC CONCRETE SURFACE STANDARD ROADWAY OPEN CUT DETAIL N.T.S. 0 C w SQUARE CUT EDGE SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 10 OF EXISTING TRENCH, WIDTH VARIES SEE NOTE 9 PAVMENT (TYP.) w/ SIZE OF PIPE PAVMENT (TYP.); w/ SIZE OF PIPE FINISHED GRADE FINISHED GRADE - T2' MIN. ASPHALTIC CONC. .EF T2' MIN. ASPHALTIC CONC. _ = WHEN FLEXIBLE PAVEMENTL6WHEN FLEXIBLE PAVEMENT s N IS CUT. Y N ' IS CUT' Y ��` NGLE MAY VARY m o r„ NGLE MAY VARY} La SEE NOTE 2,};, z SEE NOTE 2 tM z n V W V W W K 1 H v W v SEE NOTE 4 y` 4 SEE NOTE 4 1 v: t PIPE O.D. ~ r PIPE O.D. r ~ r r R 6" (TYP),�� `,� o 6 (TYP).. SELECT z W SELECT MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVC:C-900/905 PIPE SIZE n 4 ss 6 Is 8 10 1 2 ss ss 14 » 16 �� 18 20 ss 24 90' BEND 38 45' BEND 16 22-1/2' BEND 8 _ 1 1 1 /4 BEND 5 PLUG OR BRANCH OF TEE 80 PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. f r _ r POTABLE WATER MAIN POTABLE WATER MAIN 7 7,7y 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. NMI B31VM 3WIN NMI 13tVIA 3 WAN NMI MVIA " r Z •- ~ POTABLE NATER MAIN POTABLE WATER MAN POTABLE WATER MAIN ; COMMON c COMMON m z FILL W o ' : - w,, FILL m Z n W IW W W UNDISTURBEDin IL BEDDING ROCK a N EARTH M, -� o - ca ~ " (SEE NOTE 3) NOTES: PIPE BEDDING y " P (SEE NOTE 8 d: 9) 1UNDISTURBED 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. NOTES:. � EARTH 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY 20" AND LARGER PIPE TAPE I'S PLACED ON BOTH SIDES OF. THE TOP HALF OF THE PIPE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. AASHTO T-180. NOTES: TABLE. 04VIA rwixw wo suvM rwam NMI MUM rNIVAN 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO " T-180. FLOWABLE FI 100-125 P.S.II. SHALL BE USED WHERE EXISTING PAVED AREAS ARE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER rarABLs WATIM MAIN POTABLE WATER MAIN PMAKE WATLR MAIN FILL. - 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH $ AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. AASHTO T 180. YIELDS GREATEST LENGTH OF RESTRAINED PIPE. POTABv< wATut WAN POTABLE wATEILMAIN PofASLE WATER NA1N f„ 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 2. TRENCH BACKFILL: COMMON .FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY A5 PER, ' AASHTO T-180. FLOWABLE FILL, 100-125 P.S.L, SHALL BE USED WHERE EXISTING PAVED 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF AREAS ARE AFFECTED. SEE SECTION 32.8.4. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND OF UTILITIES MANUAL FOR DESIGN MIX. RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED , LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A UNLESS OTHERWISE INDICATED. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. » " 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN :ACCORDANCE PAPER encKEO ADHESIVE TAPE (TYPICAL) 4 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.4 ,AND 24 FOR PIPE DIAMETER 24 AND .. l5w M MAX.X. F R. THE PIPE DIAMETERS LESS THANMINIMUM DISTANCE SHALL EQ AL THE OUTSIDE DIAMETER OF THE PIPE. WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING 7 SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. ASSUMPTIONS: 12" .. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. * TYPE OF PIPE:_.. PVC Ht R UAIN MAX. POTABLE' WATER MAIN 1 " POTABLE WATER MAIN 6 INCHES S. GRAVITY SEWERS�SHALLUTILIZE TYPE,� A�'BEDDING IFNREQUIRED BY�•THE-CITY: BEDDING DEPTH ,SHALL -- 01 L T BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15 AND 6 MINIMUM FOR PIPE `DIAMETER 16 * WORKING PRESSURE: 159 MP.S.I. �_ P.S.I.AND LARGER. 7. REFER TO SECTION 32.5_OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. * SOIL DESIGNATION:i2AND_,�jj,Z _ BLUE' TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. *LAYING CONDITIONS:_4_____ SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW -- ALONG THE PIPE. THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS S. FINAL RESTORATION IN,, IMPROVED .AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE TO BE COMPLETED BY THE ENGINEER POTABLE WATER MAIN REQUIRED TO REACH A SUITABLE FOUNDATION. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. WITH IDENTIFICATION TAPE 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE NTS GRASS SPECIES. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. PIPE IDENTIFICATION TYPE A BEDDING AND "OPEN -CUT DETAIL TYPE B BEDDING AND OPEN -CUT DETAIL RESTRAINED PIPE TABLE i PVC -HDPE (POTABLE WATER) CITY OF SANFORD 1999 FIG. 100 CITY OF SANFORD 1999 FIG. 101 CITY OF SANFORD 1999 FIG. 104A CITY OF SANFORD 1999 FIG. 110 30" x 30" x6" TK. CONC. PAD (FLUSH PVC PIPE COLORS PVC PIPE COLOR WITH FINISHED GRADE) 3" DIA. BRONZE 2" PANTONE PURPLE 522c 3" DIA. BRONZE DISC TK. DISC ANCHORED 1N GRAVITY SEWER: SOLID LIGHT GREEN #4 REBARS DISINFECTION ANCHORED IN CONC. PAD. -GONG. PAD -STAMP AS ID LIGHT GREEN STAMP AS REQ'D. ALL AROUND FORCE MAIN: SOL Before being p REQ D. TYPICAL PIPE » " g placed in service, all new water mains shall be chlorinated in accordance with the specifications below and the. procedures outline. In AWWA-C-651 Standard Procedure for Disinfecting Water Mains". 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. All provisions of the Florida Department of Environmental Protection permit shall be compiled with. SIZE OF VALVE = �B .. TYPICAL PIPE TYPE OF VALVE wAhR - Z-1/2 " " _ " RECLAIMED WATER MAIN RECLAIMED WATER MAIN 4 4 TO 8 PIPE 6 TAPE IS CENTERED ALONG TOP HALF OF PIPE. y E : WATER SYSTEM TESTING: =r . L'zo :. f- Hydrostatic testing shall be erformed at 150 ounds Or s uare Inch- assure unless F SERVICE F °°;` otherwise a roved b the Ci , fora erlod of not less than two . 2 hours. Testin shall be in .,m. accordance pwph the cpppllcabls provisions as set forth in Section 13, �AWWA Standard C600 for DIRECTION & N0. SEWER LINE SEWER LINE y ductible Iron pipe and AWWA Manual Number M-23 for PVC pipe. .:J s .... > The testingprocedure shall include the continued application of the specified pressure TURNS TO OPEN h _ _ .� � � � ` ` °' ' '•:�` to the test.. system, for the two hour period, by way pof a pump. taking sup 1 from a container WATER _ pp r .,w suitable for measuring water loss. The amount of loss shall _be determined yby measuring the accomplished b the, contractor and the test repeated etest 'fall, necessary repairs shall be APPLICABLE VALVE a volume displaced from said container. t. Should the until within the established limits. The » » _ contractor shall furnish the necessary labor, water pumps, gauges and all other Items required to BOX AND COVER T , APE IS D ALONG BOTH ES OF conduct the required water distribution system and perform necessary repairs. 10 TO 18 PIPE 6 T PLACE SID (SEE FIG. 115) THE TOP HALF OF PIPE. 1200- ANCHORS 10" TO 18" PIPE - 6"TAPE 1S PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. MN1O1'""m""'0°" """OiM�'"1°" " _ 3000 P.S.I. 2 (TO BE APPROVED 3iln s3M3BAas ' aNn BaM3B awn s3 CONC. MIN. _< MIN. BY CITY) aawM Mea ww rmnm was rw �mwrm ranoi rrw fJ VALVES 16 INCHES AND LARGER;t SEWCR UNE !EWER UNE !EWER UNC 20" AND LARGER PIPE - TAPE iS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE 6" TK. CONC. PAD WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. A .` r FLUSH WITH mn roue >Mn r am nMs (�° .. - ..a `, ■awo waw Irw mi r.r armo waa ww FINISHED GRADE) miNE „ sUawo LINE lCW01 LINE �. aanM Mia IIANI arm Mia MW anAra M1a YAM ' SEWER UNE SEWER LIN[ awn LINE #4 REBARS ALL AROUND PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) 12" WATERY PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) M,o rel MAX MOLMM waa 1" �� � W� 6 INCHES t2" C R�11 U MAX. uWE1l UNE 1 " SEWER UNE � 6" Ole FOR SEWER LINES`- TAPE SHALL BE GREEN WITH BLACK LETTERING. RUN IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL APPLICABLE VALVE FOR SEWER FORCE MAIN -:;TAPE SHALL BE BROWN WITH BLACK LETTERING. FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. BOX AND COVER TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. (SEE FIG. 115)RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE ALL FORCE MAINS AND DUCTILE IRON .GRAVITY .LINES NTS WITH IDENTIFICATION TAPE VALVES SMALLER THAN 16 INCHES NTS PIPE IDENTIFICATION PIPE IDENTIFICATION VALVE BOX PAD DETAIL (sEwEa FORCE MAIN AND GRAVITY)REcu�iMEu WAtER) WATER SYSTEM TESTING AND DISINFECTION CITY Of SANFORD 1999 FIG. 107 CITY OF SANFORD 1999 FIG. 108 CITY OF SANFORD 1999 FIG. 109 CITY OF SANFORD 1999 FIG. 507 FC, N sheet title/contents N ENGINEERI G PLAN CIVIL SITE E DETAILS AS SHOWN drawing number sheet 00 of I I BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE "CITY. IT SHALL BE COLOR CODED AND WORDED i �.. L i, it GRAVITY SEWER • � .., �: ; 1111100. U Kok WER i t @ i I I P r k 't rL._._.... »... i f j t if �� i , , I9 GROUND LEVEL 1B" MAX. I VINYL CONTINUOUS 36" /- WARNING TAPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 .INCH WIDE VINYL CONTINUOUS NON— METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES,' BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE "CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: pz 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: ,GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR—CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) ALL LETTERS 2" IN H MANUFACTURER 48-53 WITH 3/4" SPACING t pz 18" 61-66 Architecture 67-72 A Engineering '0 tib 5 Interiors Design '. IRRIGATING WITH. ' ''4" " is 4 12" k 3/4 " Telephone (407) 847-1030` Telefax (407) 829-9409�',�°=f WATER DO NOT ,DRINK �n o 36" • 0 1 1/4" 0 1/2" BORDER : o V . 3 NOTES: 1. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE i}SKI;; VISIBLE TO THE PUBLIC. 2. BACKGROUND SHALL BE PANTONE PURPLE 522C, LETTERS SHALL BE WHITE. Y. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 LB. HOT ROLLED HIGH TENSILE RAIL OR BILLET STEEL. HOT DIP GALVANIZED PER ASTM A-123. 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. S. SIGNS SHALL BE PLACED BY THEICONTRACTOR IN ACCORDANCE WITH ALL LETTERS 2" IN H THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE UTILITIES DIRECTOR. UTILITY PIPE WARNING TAPE TYPICAL VALVEBOX COVER DETAILS BOLLARD (SEWER. POTABLE WATER, AND RECLAIMED WATER) RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 111 CITY OF SANFORD 1999 FIG. 114 CITY OF SANFORD 1999 FIG. 115 CITY OF SANFORD 1999 FIG. 116 CONCRETE TROWEL—FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER (SEE FIGURE 202) SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR PAVED AREAS & AT ELEVATIONS SHOWN IN UNPAVED AREAS a a; .< • 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) V-6" MIN. W 3'-0" MAX. _5 " oc INSIDE WA OUTSIDE WALL p PRE -PRIMED BITUMINOUS EPDXY COATINGS 'v JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. oWc PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEALER WITH to WRPPERVE ENCHING PER SPECIFICATIONS12 D c ''' (WRAPPER TO BE REMOVED) REINFORCEMENT AND JOINT I- OINT WITH - DETAIL TO BE DESIGNED BY I MIN. SQUEEZE—OUT SQUEEZE—OUT THE ENGINEER AND 8" MIN. APPROVED BY THE ` g" rg" CITY. �, `.....r�` P SECTION JOINT DETAIL BEDDING ROCK 2" MIN. CAST—IN-PLACE PRECAST MONOLITHIC TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A THICKNESS (INCHES) DIAMETER HEIGHT (FEET) MATERIAL (INCHES) 13-20 121-25 —3 MANUFACTURER 48-53 WITH 3/4" SPACING 54-57 18" 61-66 Architecture 67-72 A Engineering '0 r Sj Interiors Design '. IRRIGATING WITH. ' ''4" " �-RECLAIMED 12" 2 3/4 " Telephone (407) 847-1030` Telefax (407) 829-9409�',�°=f WATER DO NOT ,DRINK 1 1/2• o 36" 0 1 1/4" 0 1/2" BORDER o NOTES: 1. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. 2. BACKGROUND SHALL BE PANTONE PURPLE 522C, LETTERS SHALL BE WHITE. 3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 LB. HOT ROLLED HIGH TENSILE RAIL OR BILLET STEEL. HOT DIP GALVANIZED PER ASTM A-123. 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. S. SIGNS SHALL BE PLACED BY THEICONTRACTOR IN ACCORDANCE WITH THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE UTILITIES DIRECTOR. UTILITY PIPE WARNING TAPE TYPICAL VALVEBOX COVER DETAILS BOLLARD (SEWER. POTABLE WATER, AND RECLAIMED WATER) RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 111 CITY OF SANFORD 1999 FIG. 114 CITY OF SANFORD 1999 FIG. 115 CITY OF SANFORD 1999 FIG. 116 CONCRETE TROWEL—FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER (SEE FIGURE 202) SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR PAVED AREAS & AT ELEVATIONS SHOWN IN UNPAVED AREAS a a; .< • 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) V-6" MIN. W 3'-0" MAX. _5 " oc INSIDE WA OUTSIDE WALL p PRE -PRIMED BITUMINOUS EPDXY COATINGS 'v JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. oWc PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEALER WITH to WRPPERVE ENCHING PER SPECIFICATIONS12 D c ''' (WRAPPER TO BE REMOVED) REINFORCEMENT AND JOINT I- OINT WITH - DETAIL TO BE DESIGNED BY I MIN. SQUEEZE—OUT SQUEEZE—OUT THE ENGINEER AND 8" MIN. APPROVED BY THE ` g" rg" CITY. �, `.....r�` P SECTION JOINT DETAIL BEDDING ROCK 2" MIN. CAST—IN-PLACE PRECAST MONOLITHIC TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A THICKNESS (INCHES) DIAMETER HEIGHT (FEET) MATERIAL (INCHES) 13-20 121-25 —3 MANUFACTURER 48-53 54-57 58-60 61-66 Architecture 67-72 ROMS, LOVELOCK & FRITZ, INC. Architecture { A Engineering r Sj Interiors Design '. 145 Lincoln Avenue P.O. Box ;730, Winter Park, Florida 32790-0730 s ` Telephone (407) 847-1030` Telefax (407) 829-9409�',�°=f License Number - AA 0000584 License Number EB 0000829 N 11 project title a owner's name a CATHOLIC DIOCESE ' OF ORLANDO`' ALL SOULS Lx CATHOLIC COMMUNITY`' CHURCH BUILDING SANFORD, FLORIDA' ry R J A ba to IN I I I ri I I L ----- 'k A 4 a rb I I I tl i III S " ...._a,. �. _:_ _ _ _ �<� ^r m 4 a I _ M I I III. k` Y `V HYDRANT OPERATING SET TOP OF VALVE BOX COVER (SEE FIGURE 115) NUT COVER (SEE FIGURE 115) TO FINISHED GRADE SET TOP OF VALVE BOX HOSE NOZZLE AS REQ'D. AT FINISHED GRADE VARIES TO PAD IN UNPAVED AREAS CONCRETE PAD LOT s "I'M FINISHED GRADE (SEE FIGURE 107) 24" SQUARE AND ROGERS LOVELOCK FRITZ SIC. IN UNPAVED AREAS LINE SEWER FAIN " PUMPER NOZZLE s SEE FIGURE 107 SIZE VARIES 6 THICK REIN FACING STREET FINISHED GRADE ( ) 5' MAX. :B" 45• WYE WITH ,,ti}, FORCED CONCRETE BEND 8" BRANCH SERVICE CLEAN-OUT SHEAR PAD. (SEE as w, ry „ NOTE 2) VALVE PAD Architecture J SEE NOTE 2 s, (SEE FIGURE 107) :�, A Engineering � 2 AT 9" O.C. ALL ■ ■ :- P�ucvA PERMANENT PLUG (TYP) ADJUSTABLE CAST IRON AROUND ■D N Interior D®81981 SERVICE CLEAN-OUT �) VALVE BOX ADJUSTABLE CAST IRON SEE NOTE 2) LOT SEE NOTE 2 „' ; ` ( 146 Lincoln Avenue VALVE BOX z LINE _ _ 6" SEE NOTE 2 Z TYPICAL LOCATION OF BOX SHALL REST ON COMPACTED P.O. Box 730 LOCATOR DEVICE BACKFILL M J HYDRANT winter Park, Florida 32790-0730 SEND ! RESILIENT SEAT ON VALVE OR PIPE ANCHORING TEE Tele ne (407) 347-1059 BOX SHALL REST ON s" Telephone /-BEDDING ROCK, NOT - - M. J. GATE VALVE SEE NOTE 3 M.J. PLUG VALVE ON VALVE- OR PIPE SERVICE CLEAN-OUT AND SHALL BE - " Telefax 1407) 629-940A AND SHALL BE PLAN (SEE NOTE 2) WATER CENTERED ON t2 MIN. p, OPERATING NUT � License Number AA 0000664 MAIN �° x=, CENTERED ON �� rt CONTINUOUS COLOR ` ' NUT :- .- License, Number ES 0000629 CODED 14 GAUGE �?r OPERATING i t, ' .• � _ INSULATED WIRE . �b ky % # .z- t{td ir 4.=•.`e,.."-*" .s�R':. ,.#.dil , - _ i title 3 owners name (NON-METALLIC ;d y: €. project PIPES ONLY) Jt FINISHED GRADE "6w PIPE 6 BEDDING ROCK CATHOLIC DIOCESE _ Y .F.,.. � � . , ,.r-, , , _�_�,; t�` r � -_ ,. •. SLOPE TOx�>~:, �-y �,r,�,, I - C_ 4„, , �r ; v MECHANICAL JOINT RESILIENT SEAT GATE 8 PVC. �.. :� A-,. , >'„��,�-t� a�,�a-��,��, „.w;= ,,>-�:,€,.�-. r5g C`' TERMINAL DEPTH AT 1.ox MIN. TYP WITH _RESTRAINERS VALVE AND BOX c) OF ORLANDO CONTINUOUS COLOR CODED (TYP.) a s ryr TERMINAL DEPTH 14 GAUGE INSULATED COPPER 6" BEDDING ROCK (SEE FIGURE 400) NOTES: B" PVC AS REQUIRED FOR LOCATING WIRE 30' �TY' P.) -°--SPRING LINE SERVICE (3' MIN.) 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE OR WASTEWATER 6" BEDDING ROCK TERMINAL DEPTH (SEE NOTE ,1) (TYP.) FORCE MAIN As REQUIRED FOR WITH A PERMANENTLY PLUGGED WEEP .HOLE.. SERVICE (3' MIN.) SEWER MAIN (') SINGLE DOUBLE 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 SERVICE INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SERVICE SECTION. ALL SOULS PROFILE NOTES: 3. CLEARANCE BETWEEN BOTTOM OF BOLTS ` AND TOP OF SHEAR PAD CATHOLIC COMMUNITY NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. SHALL BE A 12 INCH MINIMUM. NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING CHURCH BUILDING 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED 1 A OR CLOW MEDALLION F-2545. 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. BY THE CONTRACTOR. TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 8-84, KENNEDY KB SANFORD, FLORIDA 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE ;WITH VICE STUB -OUT. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED AT THE END of EACH SER IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. SECTION 52.7.5 OF THE UTILITIES MANUAL. TO -WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 4. RESIDENTIAL' SERVICES SHALL BE 4 INCHES a`NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT seal/signature 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED 1ADJACENT TO THE STUBOUT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). AND 52.7.3 OF THE UTILITIES MANUAL. PLUG VALVE AND BOX DETAIL SANITARY SEWER LATERAL DETAIL GATE VALVE AND BOX DETAIL FIRE HYDRANT -ASSEMBLY DETAIL ORD 1999 FIG. 203 CITY OF SANFORD 1999 FIG. 204 CITY OF SANFORD 1999 FIG. 400 CITY OF SANFORD 1999 FIG. 402 • v .CITY OF SANFORD ��� �.s Enain QQ rina. Inc. RIGHT OF WAY LINE --�� VARIES UM1T3 OF UTILITY EASEMENi CONCRETE SLAB BYPASS TEMPORARY JUMPER CONNECTION NOTES: C FLANGED TEE DOUBLE CHECK BACKFLOW (2 REQUIRED) re w, 20METER PREVENTER ASSEMBLY 1. A temporary Jumper connection is nquind at all connections between existing. SCH. 40 GALVANIZED active water mains and proposed new wafer main improvements. 5'0" MIN. PIPE AND FITTINGS 2. The detail above is to be used for filling any new water main of any size from N VALVE METER t STRAINER PRESSURE GAUGE PROVIDE TEMPORARY existing active water mains and for flushing of new mains up to 8 INCHES IN b (SEE NOTES 9-t0) SUPPORTS AS REQUIRED. DIAMETER (2.5 FPSminimum velocity) and for pulling bacteriological samples from any now water main of any size, The Jumper connection shall be maintained until after filling, 2'0" NIH. 2.0" MIN. flushing, testing and disinfection of the new main has been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and other pertinent agencies have been received. The Jumper connection shall also be used to maintain a minimum pressure of 20 psi in the new mains after disinfection and until the 12" SPOOL PIECE FDEP clearance fetter is obtained adequate. Thrust blocking and/or restraints, shall be DOUBLE CHECK DR REDUCED 12" TO 30" 3/4 HOSEBIBB provided temporarily, as required. Pipe and fittings used ,for connecting the new pipe to the PRESSURE ZONE DETECTOR ABOVE W/VACUUM BREAKER existing pipe shall be disinfected prior to Installation In accordance with AWWA C651, FLANGED 'T' TO BYPASS ASSEMBLY AS REQUIRED BY GRADE1992 edition. The tapping sleeve and the exterior of the main to be tapped shall be THE CITY 2" SCHD. 80 PVC. �- 2" SCHD. 80 PVC disinfected by spraying or swabbing per @action 11 of AWWA 0651-92. PRESSURE GAUGE t/2" PREFORMED JOINT 3. Flushing of 10 Inches in diameter and larger water mains may be done through the fie -In MATERIAL BETWEEN PIPE O.S. t Y. RESIDENT SEAT VALVES I Y..„=° l valve under very controlled conditions. The following procedures shall be followed: AND CONCRETE SLAB (5 REQUIRED) �s ` A. The tie-ln valves shall be operated and pressure tested In the presence of the utility 9a' FLANGED BEND DOUBLE STRAP SADDLE company and engineer to verify water tightness prior to its -In. Valves which an not RODS ON D.I.P. RISER 2" CORP. STOP water tight shall be replaced with a new valve installed immediately adjacent to the 4" CONCRETE SLAB WITH 12; MIN. " leaking valve. NO. e x 9, wtO x veto 36 2: 2 CORP. STOP WIRE MESH SLOPE FINISHED GRADE SLOPE B. The temporary Jumper connection shall be constructed as detailed. The Jumper connection shall be used to 'fill the new water main and for providing water for bac- Ri GATE .y + v 0 r z , . . EXISTING a NEW WATER LINE teriological sampling of the new main as required by the FDEP permit. VALVE # r -3 = BO' MJ BEND (2 REQUIRED) WATER LINE e Flushing shall not be attempted during peak demand hours of the existing water room MAli mains. TO SERVICE u -*.- FLOW � THRUST COLLAR IN RODDED To * All downstream valves in the system must be open prior to opening the He -in valve. Or BEND OR RESTRAINED ADJUSTABLE PIPE TO VALVE AS REQUIRED SUPPORT STANDS THRUST COLLAR RODDED TO * Provide for and monitor the pressure In the tle-In point. The pressure In the existing BY THE CITY dlZ sD' BEND OR TOTALLY main must not drop below 35 psi. RESTRAINED AS REQUIRED D1. ALL PIPE AND FITTINGS, MATERIALS, LABOR, AND APPURTENANCES BY THE CITY * The tie-in valve shall be opened a few turns only, ensuring a pressure drop across the SHALL BE SUPPLIED BY THE CONTRACTOR. TIE-IN VALVE MUST BE CLOSED AND valve is greater than 10 psi. 2. ALL PIPE AND FITTINGS THREE (3) INCHES, AND LARGER SHALL BE REMAIN LOCKED, CITY TO PROVIDE C. The tie -In valve shall be looked closed by the utility company until flushing begins. RESTRAINED JOINT ^ DUCTILE IRON PIPE. ABOVE GRADE JOINTS LOCKING MECHANISM. VALVE WILL BE SHALL BE FACTORY -FLANGED. OPERATED BY CITY PERSONNEL ONLY. D. The tie-in valve "shall be opened .only for flushing of the new main. The procedure J. THREE (3) INCH METERSANDABOVE SHALL BE ABOVE GROUND shall be directed by the utility company and observed by the engineer. INSTALLATIONS WITH BYPASS. 4. VALVES SHALL BE CHAINED CLOSED. NOTE' E. After flushing, the tie-in valve shall be closed and locked In the closed position by 5. THE ABOVE GROUND BYPASS LINE SHALL BE SIZED FOR FIRE FLOWthe utility company. THE CONTRACTOR SHALL BE .RESPONSIBLE FOR ALL MATERIALS, REQUIREMENTS. 4. The contractor shall provide documentation demonstrating that the double check baokflow ALL FIREASSEMBLY. AND THE INSTALLATION OF THE DEVICE. B. A RE LINES SHALL BE A MINIMUM OF EIGHT (B) INCHES prevention device has been tested and is In good working order at the time of Installation. - OR AS APPROVED BY THE FIRE DEPT. 5. Except as required to flush lines of greater than 8 Inches in diameter, the tie-in valve 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY REO FOR FIRE PROTECTION USES AND 'BLACK FOR ALL OTHER USES. shall remain closed and shall be looked in the closed position by the utility company. The tle-1n valve shall remain locked closed until the new system has been cleared for use by 8. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S FDEP and all other pertinent agencies. CONNECTION POINT TO' THE MAIN. B. Upon receipt of clearance for use from FDEP and all other pertinent agencies. the 9. DUAL DOMESTIC -FIRE FLOW MASTER METERS SHALL BE contractor shall remove the temporary Jumper connection. The corporation stops are to be THE COMPOUND TYPE closed and plugged with 2 Inch brass plugs. 10. DOMESTIC WATER MASTER METERS SHALL BE EITHER COMPOUND OR INLINE TURBINE TYPE AS DETERMINED FROM THE PROPOSED 7. All insfallafion and maintenance of the temporary Jumper connection and associated ' USAGE IN ACCORDANCE WITH APPENDIX "D" OF THE UTILITIES backflow prevention device, fittings, valve. eta. shall be the responsibility of the contractor. MANUAL. DUAL DOMESTIC -FIRE/ FLOW DOMESTIC WATER MASTER METER ASSEMBLY TEMPORARY JUMPER CONNECTION TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 501 CITY OF SANFORD 1999 FIG. 504A CITY OF SANFORD 1999 FIG. 504B E I p I ILl_ I 1 u L= ems' u 1W F �Optional Shwr c ^ c Sad iv Sod 1' Beveled Or Round Comm a z c AT BQTTOM -SUB 1' Bewlvd Or Round Camas r c Bottom Slab Reinforcl Construction Joint Psnnitt COn'� S 3'-5'-(TyP•) • 4 O 12' BW ,3 H(orliaital Nn (HorizantoL Bart ;q Grote in / Grate a - •- A Ban -e' dbv Continuous Around o Canttnuous Around - AILS FOR PRECAST ALTERNATE WITH 6" WALLS I 4+ c i a Cotten for S Bae Carrion For SLAB TO WALL DET Rectangular Rlesrs $$ Ban 8 Rectangular Rhere) � F 6 11 2 -Extra r 4's fA t3 § 9 -ds 4 Ties O 12' O.C. ' Each Side And vel I Reinforcingl (See S-emo Rofoto4 4 Ban An Required W c 8• Bon B Above Opsninq V(S TobN�, •4 Tin O 12 O C. To- Maintain Cover io o B � ,� � 6 Palphaal W ts W o 4, ■ R-lefareement a v N - - i ♦4 O 12 O.C.�� I r H 3! c Eaah Way a a! ra Reinforoi HorimntaI Wall Reinforcing R c 11 g II I c s Ji �1t Oee^i (See Table) a C 8• >° res II (s« Nota II 6• 115 Peripheral I II Ban Bars 8 g Ban A Bars B Wall Reinforcing 1'-B x o 0 0 0 0 0 1f max. ALTERNATE A ALTERNATE B SECTION c -C Fastener I`'ml -9, I, Ifl bTMy r' �0 ti f+ I; �k �4 F '. J5' F( f t 1. fir (s� k ' EIS tt t i0'}� ( til R ironies , � Joint Woven Or Non -Woven rh 'g Fabric 1 Fiker y, Mi Type D _I YPe t , Overlap 2 M (See Index 199) Securing OwAce ELLIPTICAL PIPE Joint „s Joint Varlu 12* Woven Or Non -Woven 1'1 Min Filter Fabric Securing Device O , � n9 ELLIPTICAL PIPE SHOWN FRITZ L K & INC L vE oc R GERS 0 ROUND PIPE O ! ! ISOMETRIC VIEW PIPE SECTIONS ( �f Cost of filter fabric jacket to be included in cost of pipe culverts. °tion .joint Per. FOR ALL PIPE TYPES CONCRETE PIPE SHOWN Architecture FILTER FABRIC JACKET A ,I\ Engineering Interior Design FILTER FABRIC JACKET 145 Lincoln Avenue N.T.S. F.D.O.T. INDEX No. 280 P.C. Box 730 2• Winter Park. Florida 32790-0730 ;h Telephone (407) '347-1039 Telefax (407) 629-9409 ; r; SECTION a -e License Number AA 0000684 "4fi,I SECTION A -A ~ * NOTE: When the Inside diameter of a round structure to o NOTE: Provide extra reinforcing each side of each opening SPECIAL TOP SLAB WithCon WWF 6x6-W1.4hick. :a License Number ES 0000029 V!4 r .Concrete Slob. 3' Thick, Rd not more than 1'-6" larger than the opening in � at 3' maximum spacing equal to half the area of vertical the rher or top slab, the top of the structure reinforoment removed by the opening and provide On or river shat be constructed according to the some aria of reintoroment above each opening at 3' •Special Top Slab' details an this shat. maximum spacing as removed by the opening. TOP VIEW -SINGLE PIPE GENERAL NOTES 1. Standard structure bottorre 4'-0" diameter and smaller (Alta A) and53'-WU tt r4 bottoms may be used in conjunction with curb inlet 10. The comer fillets shown are necessary for rectanqular.atructune used with circular Nt B are di i no,ted T P. Larger standard structure bottomsto Typ. :011t.07.8 3, 4, ,5, IL 9. and 10, and any manhole or junction box unkaMn and inlet throats and used an dew with naton:War ire, inlet and inNR •quare ( ) qq Typeotherwhb Hawn in the planta or other standard drowirps NL B structure throats. FRlrta will be required in 'lieu of the bottom lab of the Aft. B Har whenV. ors designated Typo J. Risen are permitted for all structures. bottoms may be used In :conjunction with curb' Inlet Type 7 a 8. or used with the AIL A box. Each fillet shall be rdnforced with 2-f5 bon eSN O�hq 2. Wall@ or circular structure (Altsmats A) cornt►uotsd in Phar may be any ditch bottom inlet unless otherwise shown In the plans or other standard gh° hOM of non-reiMoroed concrete or brick or ! rekdaroed a oonoreto. Pnccet r; wings. rectannpp�lar structures Alternate B shall be constricted of rolM mod 11. Inlet thraats, river or manhole tops shall be secured to structures as shown on A eonc�rts any. ( ) Index No. 201. A' 7. Ree6ongular structures may be rotated an directed by the Engineer to order C 3. Wall thickness and reiMorosmerd are for either reinforced oast -in- leas to facilitate eannectiorm between the structure walls and storm sewer pipe° fA P 12. Stnwiunrsee with depths over 14' an to be ehecirsd for floatation by designer of ., or precoet concrete units esaapt that 'precast circular unite may be furnished pro arolnage. B with walls in accordance with either A.S.T.M. C-478 (up to 98" diemse��pr)�F�ept �n ACI hooks aro speaflaally required, reinforcement top and Blab or A.S.T.M. C-78, Class ---. 8 Wall, modified where the elliptical ebflA II Abe straight embedment. 13. Units larger than specified standard may ,be substituted at the contractor's option �Ohd 14- area 4 area h placed in the canter ares -third of the wall when these units will not cause or .increase the ssverit of utility conflicts. Such • ° t larger units Nall be furnished at no additional cost to the Department. Larger ra 4. Top and floor dab thickness and reinforcement are for precast and Alternate A units cannot a Alternate B unit without a I of the a Concrete Connects 7 Construction Joint Permitted plass ocristruction. Top and floor slabs sheil be of Close -- hi steel baro eholl ha4 minimum cava union otherwise shown except for ►Mico PP►� mss concrete. Concrete as specified in A.S.T.M. C-478 (4000 �p may be precast circular:unito manufactured under ASTM C-76 or ASTM C-478, Horinnt& Ins r. This note applies to the Index only. 1' used in Hsu of Clan - and Clan -- concrete In pnwort items montA nrectangular structures shall be lapped a minimum of 24 bar dlameten Saddle• --r in peonti,' w titch ore u der the 'Standard rd Oparoting Procedures' for the Ditch Orode 14 For manhole and junction bon tope, for frames and covers, and, for wpplamentary z c resp Pmt age P details see Index No. 201. 2' Not Less Than m io 5. All reinforcement shall be. A.S.T.M. A015, Grade 80 or 65 KSI welded win fabric, either smooth or deformed. No Pipe Joint Permitted 8 B' Unless The En inse2' sod t E 3' Paid For Pipe Cu F (Pipe To Be Included Under Unit Price For Mitered End Section IrOptionai Key Structure Of `1.II structure wall SECTION lir Draft Nate: S9nbT'Designs Index 200. MITERED END SECTIO TYPE 7 N.T.S. F.D.O.T. INDEX No. 273 MANHOLES I Type A Or B Isar -__I Index Numbs Inlet Type Eye Bolts Length Of Chain Handing At Remarks 217 DIMENSIONS & QUANTITIES Type A Or B MOWi J°oiinnt To Match 2'-B- M 1 Top Slab Reinforce Supplemental Bar A Or 8 Z Addklorhal Ban A I Ricer Or Baas A Short W (See Section B- 5 Hoop Ban - t\ x 1' Diu. J -Type Or Threaded O 5" 0. C. Pe ulor Ban A rpen • 5 Hoop Bar 2 0 4'-0' (2 Lep' SpOcon P. -Mond) (2 L If To Two -Thirds Wall Thruknses AT TOP SUB Sse Section A- ec ( N 4 Bar HcaP - 218 J- I CONCRETE A A 2 Additional Barn B-- -+-1 -- te Cast of sys bait and chain to be included in the conboct unit Ries Span X O 5' Max. 0.0. _ B 0 I Shears Option �'� 1' __ + . "i -- in Sids or Opening - i Double Wall ReiMorcf Shear Kay. 2-� 7'9 Each Plaord On Top I Ban A And a At 4cr Reference Axis Slagle 2 At Mocol Sara A O 5 0. C. 10' NOTE: Verona In shear: key dimensions Singh Double Triple Quad R will be permitted subject to the Parallel Bon B (Ses Section A- 23'-4, F n B Long W rs: D 1 ineses a L Eq PP► h TOP SLAB REINFORCING STEEL DIAGRAM Section e-% TOP SLAB REINFORCING STEEL DIAGRAM 10' D/0 Shover Key Pipe Slide k S n Weight P Strong Pi Pipe pips Pipe 1W F �Optional Shwr c ^ c Sad iv Sod 1' Beveled Or Round Comm a z c AT BQTTOM -SUB 1' Bewlvd Or Round Camas r c Bottom Slab Reinforcl Construction Joint Psnnitt COn'� S 3'-5'-(TyP•) • 4 O 12' BW ,3 H(orliaital Nn (HorizantoL Bart ;q Grote in / Grate a - •- A Ban -e' dbv Continuous Around o Canttnuous Around - AILS FOR PRECAST ALTERNATE WITH 6" WALLS I 4+ c i a Cotten for S Bae Carrion For SLAB TO WALL DET Rectangular Rlesrs $$ Ban 8 Rectangular Rhere) � F 6 11 2 -Extra r 4's fA t3 § 9 -ds 4 Ties O 12' O.C. ' Each Side And vel I Reinforcingl (See S-emo Rofoto4 4 Ban An Required W c 8• Bon B Above Opsninq V(S TobN�, •4 Tin O 12 O C. To- Maintain Cover io o B � ,� � 6 Palphaal W ts W o 4, ■ R-lefareement a v N - - i ♦4 O 12 O.C.�� I r H 3! c Eaah Way a a! ra Reinforoi HorimntaI Wall Reinforcing R c 11 g II I c s Ji �1t Oee^i (See Table) a C 8• >° res II (s« Nota II 6• 115 Peripheral I II Ban Bars 8 g Ban A Bars B Wall Reinforcing 1'-B x o 0 0 0 0 0 1f max. ALTERNATE A ALTERNATE B SECTION c -C Fastener I`'ml -9, I, Ifl bTMy r' �0 ti f+ I; �k �4 F '. J5' F( f t 1. fir (s� k ' EIS tt t i0'}� ( til R ironies , � Joint Woven Or Non -Woven rh 'g Fabric 1 Fiker y, Mi Type D _I YPe t , Overlap 2 M (See Index 199) Securing OwAce ELLIPTICAL PIPE Joint „s Joint Varlu 12* Woven Or Non -Woven 1'1 Min Filter Fabric Securing Device O , � n9 ELLIPTICAL PIPE SHOWN FRITZ L K & INC L vE oc R GERS 0 ROUND PIPE O ! ! ISOMETRIC VIEW PIPE SECTIONS ( �f Cost of filter fabric jacket to be included in cost of pipe culverts. °tion .joint Per. FOR ALL PIPE TYPES CONCRETE PIPE SHOWN Architecture FILTER FABRIC JACKET A ,I\ Engineering Interior Design FILTER FABRIC JACKET 145 Lincoln Avenue N.T.S. F.D.O.T. INDEX No. 280 P.C. Box 730 2• Winter Park. Florida 32790-0730 ;h Telephone (407) '347-1039 Telefax (407) 629-9409 ; r; SECTION a -e License Number AA 0000684 "4fi,I SECTION A -A ~ * NOTE: When the Inside diameter of a round structure to o NOTE: Provide extra reinforcing each side of each opening SPECIAL TOP SLAB WithCon WWF 6x6-W1.4hick. :a License Number ES 0000029 V!4 r .Concrete Slob. 3' Thick, Rd not more than 1'-6" larger than the opening in � at 3' maximum spacing equal to half the area of vertical the rher or top slab, the top of the structure reinforoment removed by the opening and provide On or river shat be constructed according to the some aria of reintoroment above each opening at 3' •Special Top Slab' details an this shat. maximum spacing as removed by the opening. TOP VIEW -SINGLE PIPE GENERAL NOTES 1. Standard structure bottorre 4'-0" diameter and smaller (Alta A) and53'-WU tt r4 bottoms may be used in conjunction with curb inlet 10. The comer fillets shown are necessary for rectanqular.atructune used with circular Nt B are di i no,ted T P. Larger standard structure bottomsto Typ. :011t.07.8 3, 4, ,5, IL 9. and 10, and any manhole or junction box unkaMn and inlet throats and used an dew with naton:War ire, inlet and inNR •quare ( ) qq Typeotherwhb Hawn in the planta or other standard drowirps NL B structure throats. FRlrta will be required in 'lieu of the bottom lab of the Aft. B Har whenV. ors designated Typo J. Risen are permitted for all structures. bottoms may be used In :conjunction with curb' Inlet Type 7 a 8. or used with the AIL A box. Each fillet shall be rdnforced with 2-f5 bon eSN O�hq 2. Wall@ or circular structure (Altsmats A) cornt►uotsd in Phar may be any ditch bottom inlet unless otherwise shown In the plans or other standard gh° hOM of non-reiMoroed concrete or brick or ! rekdaroed a oonoreto. Pnccet r; wings. rectannpp�lar structures Alternate B shall be constricted of rolM mod 11. Inlet thraats, river or manhole tops shall be secured to structures as shown on A eonc�rts any. ( ) Index No. 201. A' 7. Ree6ongular structures may be rotated an directed by the Engineer to order C 3. Wall thickness and reiMorosmerd are for either reinforced oast -in- leas to facilitate eannectiorm between the structure walls and storm sewer pipe° fA P 12. Stnwiunrsee with depths over 14' an to be ehecirsd for floatation by designer of ., or precoet concrete units esaapt that 'precast circular unite may be furnished pro arolnage. B with walls in accordance with either A.S.T.M. C-478 (up to 98" diemse��pr)�F�ept �n ACI hooks aro speaflaally required, reinforcement top and Blab or A.S.T.M. C-78, Class ---. 8 Wall, modified where the elliptical ebflA II Abe straight embedment. 13. Units larger than specified standard may ,be substituted at the contractor's option �Ohd 14- area 4 area h placed in the canter ares -third of the wall when these units will not cause or .increase the ssverit of utility conflicts. Such • ° t larger units Nall be furnished at no additional cost to the Department. Larger ra 4. Top and floor dab thickness and reinforcement are for precast and Alternate A units cannot a Alternate B unit without a I of the a Concrete Connects 7 Construction Joint Permitted plass ocristruction. Top and floor slabs sheil be of Close -- hi steel baro eholl ha4 minimum cava union otherwise shown except for ►Mico PP►� mss concrete. Concrete as specified in A.S.T.M. C-478 (4000 �p may be precast circular:unito manufactured under ASTM C-76 or ASTM C-478, Horinnt& Ins r. This note applies to the Index only. 1' used in Hsu of Clan - and Clan -- concrete In pnwort items montA nrectangular structures shall be lapped a minimum of 24 bar dlameten Saddle• --r in peonti,' w titch ore u der the 'Standard rd Oparoting Procedures' for the Ditch Orode 14 For manhole and junction bon tope, for frames and covers, and, for wpplamentary z c resp Pmt age P details see Index No. 201. 2' Not Less Than m io 5. All reinforcement shall be. A.S.T.M. A015, Grade 80 or 65 KSI welded win fabric, either smooth or deformed. No Pipe Joint Permitted 8 B' Unless The En inse2' sod t E 3' Paid For Pipe Cu F (Pipe To Be Included Under Unit Price For Mitered End Section IrOptionai Key Structure Of `1.II structure wall SECTION lir Draft Nate: S9nbT'Designs Index 200. MITERED END SECTIO TYPE 7 N.T.S. F.D.O.T. INDEX No. 273 MANHOLES EYE BOLT AND CHAIN REQUIREMENTS Index Numbs Inlet Type Eye Bolts Length Of Chain Handing At Remarks 217 DIMENSIONS & QUANTITIES & J°oiinnt To Match 2'-B- M 1 4`-0' To Joest Match On Straight i° Ricer Or Mow - t\ x 1' Diu. J -Type Or Threaded M 4 2 2 0 4'-0' PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE If To Two -Thirds Wall Thruknses 118 M TO 4'-0 Side k 51111n 218 ORATE SIZES CONCRETE Cu. Yde. Side Or Side a yn SODDING . Yde. te Cast of sys bait and chain to be included in the conboct unit Ries Span X A B C E F G Single Double Triple Quad. N Standard Extra Slagle Double Triple Quad. Singh Double Triple Quad R S 2'-S'n 23'-4, F 32'-46' D 1 2 -e Slide O spin Pips Pipe Pipe Pipe Slide k S n Weight P Strong Pi Pipe pips Pipe Pipe Pipe Pips PI Pe PI Pe 12 1 e 2'-10" 2.30 3'-G* 5.42 3. 5 1.50 4.92 7.75 10.58 13.42 1.21 10C 1' C 0.88 1.04 1.41 1.77 8 9 11 12 14 23 3 -4 2.44' 3.75' 6.19 3.70' 6 1.90' 5.38 8.7i 1204 1536 123 161C 21 D 0.75 1.19 1.03 2.06 9 . 10 12 13 19 36 4 -0 2.52 20.5<3 C 1 8 B 6 2.3T 8.04 10.04 1404 1 &04 1 3 0.95 1.52 2.09 24'-40' 1 12 13 is I 24 3B 8'-0" 2.78' 7.18' 99T 7.03' 10 2.66 6.79 11.79 te.79 21.79 1.31' 3 1.18 1.05 2.74 3.53 11 13 15 18 29 45 5 -11 3.06 &go' - 1-1.95 ' 5.70' 12 3.19 7.50 13.42 7933 25,28 1.36 1.41 2.42 3.44 4.45 12 16 J6 20 34 53 7 -0 3.22 10.82 13.1# 10.30 13 3A 8.2b 18.25 22.25 29.2 1.42 3 1.63- '292 4.22 5.52 13 17 - 20 23 3s' s'0 -10 339' 1 L 16.38 11.70 15 3.95 8.92 18.75 24.68 32.42 ' 1.46 3' 4' 183 338 4.89 8.41 14 16 21 25 43w'-68 6 -11 3.68 -13-.7-1-1-17. 13.36 ' 17 4.28 9. 1 . 27.50 ` 36.42 1.50 3 4" 2.09 3. 7.06 18 20 23 27 46 70 9'- 1 V3.73 1543 19.78 " 16.03 19 459 10.42 20.33 3025, 40.1 1.54 2.37 4.54 5.73 8 92 17 21 26 30 63• 63 10 -8 391 17.18 21.00 16.70 20 4.7 11.06 21.75 32.42 43.06 1.58 gal 2 01 5.09 7.56 10.03 18 23 27 32 ' 91 11 -9 _11- I 1_012298 18.30 22 5.01 11.63 23.50- 35.IT I wocial 1 2.91 1 5.77 1 a.a4 11.50 19 24 1 Z9 I 36 1W F �Optional Shwr c ^ c Sad iv Sod 1' Beveled Or Round Comm a z c AT BQTTOM -SUB 1' Bewlvd Or Round Camas r c Bottom Slab Reinforcl Construction Joint Psnnitt COn'� S 3'-5'-(TyP•) • 4 O 12' BW ,3 H(orliaital Nn (HorizantoL Bart ;q Grote in / Grate a - •- A Ban -e' dbv Continuous Around o Canttnuous Around - AILS FOR PRECAST ALTERNATE WITH 6" WALLS I 4+ c i a Cotten for S Bae Carrion For SLAB TO WALL DET Rectangular Rlesrs $$ Ban 8 Rectangular Rhere) � F 6 11 2 -Extra r 4's fA t3 § 9 -ds 4 Ties O 12' O.C. ' Each Side And vel I Reinforcingl (See S-emo Rofoto4 4 Ban An Required W c 8• Bon B Above Opsninq V(S TobN�, •4 Tin O 12 O C. To- Maintain Cover io o B � ,� � 6 Palphaal W ts W o 4, ■ R-lefareement a v N - - i ♦4 O 12 O.C.�� I r H 3! c Eaah Way a a! ra Reinforoi HorimntaI Wall Reinforcing R c 11 g II I c s Ji �1t Oee^i (See Table) a C 8• >° res II (s« Nota II 6• 115 Peripheral I II Ban Bars 8 g Ban A Bars B Wall Reinforcing 1'-B x o 0 0 0 0 0 1f max. ALTERNATE A ALTERNATE B SECTION c -C Fastener I`'ml -9, I, Ifl bTMy r' �0 ti f+ I; �k �4 F '. J5' F( f t 1. fir (s� k ' EIS tt t i0'}� ( til R ironies , � Joint Woven Or Non -Woven rh 'g Fabric 1 Fiker y, Mi Type D _I YPe t , Overlap 2 M (See Index 199) Securing OwAce ELLIPTICAL PIPE Joint „s Joint Varlu 12* Woven Or Non -Woven 1'1 Min Filter Fabric Securing Device O , � n9 ELLIPTICAL PIPE SHOWN FRITZ L K & INC L vE oc R GERS 0 ROUND PIPE O ! ! ISOMETRIC VIEW PIPE SECTIONS ( �f Cost of filter fabric jacket to be included in cost of pipe culverts. °tion .joint Per. FOR ALL PIPE TYPES CONCRETE PIPE SHOWN Architecture FILTER FABRIC JACKET A ,I\ Engineering Interior Design FILTER FABRIC JACKET 145 Lincoln Avenue N.T.S. F.D.O.T. INDEX No. 280 P.C. Box 730 2• Winter Park. Florida 32790-0730 ;h Telephone (407) '347-1039 Telefax (407) 629-9409 ; r; SECTION a -e License Number AA 0000684 "4fi,I SECTION A -A ~ * NOTE: When the Inside diameter of a round structure to o NOTE: Provide extra reinforcing each side of each opening SPECIAL TOP SLAB WithCon WWF 6x6-W1.4hick. :a License Number ES 0000029 V!4 r .Concrete Slob. 3' Thick, Rd not more than 1'-6" larger than the opening in � at 3' maximum spacing equal to half the area of vertical the rher or top slab, the top of the structure reinforoment removed by the opening and provide On or river shat be constructed according to the some aria of reintoroment above each opening at 3' •Special Top Slab' details an this shat. maximum spacing as removed by the opening. TOP VIEW -SINGLE PIPE GENERAL NOTES 1. Standard structure bottorre 4'-0" diameter and smaller (Alta A) and53'-WU tt r4 bottoms may be used in conjunction with curb inlet 10. The comer fillets shown are necessary for rectanqular.atructune used with circular Nt B are di i no,ted T P. Larger standard structure bottomsto Typ. :011t.07.8 3, 4, ,5, IL 9. and 10, and any manhole or junction box unkaMn and inlet throats and used an dew with naton:War ire, inlet and inNR •quare ( ) qq Typeotherwhb Hawn in the planta or other standard drowirps NL B structure throats. FRlrta will be required in 'lieu of the bottom lab of the Aft. B Har whenV. ors designated Typo J. Risen are permitted for all structures. bottoms may be used In :conjunction with curb' Inlet Type 7 a 8. or used with the AIL A box. Each fillet shall be rdnforced with 2-f5 bon eSN O�hq 2. Wall@ or circular structure (Altsmats A) cornt►uotsd in Phar may be any ditch bottom inlet unless otherwise shown In the plans or other standard gh° hOM of non-reiMoroed concrete or brick or ! rekdaroed a oonoreto. Pnccet r; wings. rectannpp�lar structures Alternate B shall be constricted of rolM mod 11. Inlet thraats, river or manhole tops shall be secured to structures as shown on A eonc�rts any. ( ) Index No. 201. A' 7. Ree6ongular structures may be rotated an directed by the Engineer to order C 3. Wall thickness and reiMorosmerd are for either reinforced oast -in- leas to facilitate eannectiorm between the structure walls and storm sewer pipe° fA P 12. Stnwiunrsee with depths over 14' an to be ehecirsd for floatation by designer of ., or precoet concrete units esaapt that 'precast circular unite may be furnished pro arolnage. B with walls in accordance with either A.S.T.M. C-478 (up to 98" diemse��pr)�F�ept �n ACI hooks aro speaflaally required, reinforcement top and Blab or A.S.T.M. C-78, Class ---. 8 Wall, modified where the elliptical ebflA II Abe straight embedment. 13. Units larger than specified standard may ,be substituted at the contractor's option �Ohd 14- area 4 area h placed in the canter ares -third of the wall when these units will not cause or .increase the ssverit of utility conflicts. Such • ° t larger units Nall be furnished at no additional cost to the Department. Larger ra 4. Top and floor dab thickness and reinforcement are for precast and Alternate A units cannot a Alternate B unit without a I of the a Concrete Connects 7 Construction Joint Permitted plass ocristruction. Top and floor slabs sheil be of Close -- hi steel baro eholl ha4 minimum cava union otherwise shown except for ►Mico PP►� mss concrete. Concrete as specified in A.S.T.M. C-478 (4000 �p may be precast circular:unito manufactured under ASTM C-76 or ASTM C-478, Horinnt& Ins r. This note applies to the Index only. 1' used in Hsu of Clan - and Clan -- concrete In pnwort items montA nrectangular structures shall be lapped a minimum of 24 bar dlameten Saddle• --r in peonti,' w titch ore u der the 'Standard rd Oparoting Procedures' for the Ditch Orode 14 For manhole and junction bon tope, for frames and covers, and, for wpplamentary z c resp Pmt age P details see Index No. 201. 2' Not Less Than m io 5. All reinforcement shall be. A.S.T.M. A015, Grade 80 or 65 KSI welded win fabric, either smooth or deformed. No Pipe Joint Permitted 8 B' Unless The En inse2' sod t E 3' Paid For Pipe Cu F (Pipe To Be Included Under Unit Price For Mitered End Section IrOptionai Key Structure Of `1.II structure wall SECTION lir Draft Nate: S9nbT'Designs Index 200. MITERED END SECTIO TYPE 7 N.T.S. F.D.O.T. INDEX No. 273 Chain Connection To GGGrat V Chain 49 Cold Shuts. '�j I - Sae Table For Lengths. When MANHOLES EYE BOLT AND CHAIN REQUIREMENTS Index Numbs Inlet Type Eye Bolts Length Of Chain Handing At Remarks 217 ; leveed preowte precast units; less General Nate No. 3. 2. Manhole top Type 7 dabs may bs of cast -In-place or 11Slide presaet aonst=.n. The optlon.1 key le for precast tope & J°oiinnt To Match 2'-B- M 1 4`-0' To Joest Match On Straight i° Ricer Or Mow - t\ x 1' Diu. J -Type Or Threaded M 4 2 2 0 4'-0' PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE If To Two -Thirds Wall Thruknses 118 5 2 TO 4'-0 Side k 51111n 218 washer and cold shute she Solvontsed occordonas Note 3. Ift 3 -e Side Or Side a yn 2' Die. B te Cast of sys bait and chain to be included in the conboct unit 4'-0 Slide &in 0 S 1 4 -0 rn 221 Typical Location TYPE ' -8 S<3 F n 20.5 < 3 C 20.5 < 3 C 3'-0' 3<19 231 B 1 5'-0- n 232 C 1 2'-S'n 23'-4, F 32'-46' D 1 2 -e Slide O spin 20.8<3 D E 2 2 9 2 -8 Slide k S n 3<2o H 10,24' c - 2 O 2'-U' " Ctr. Grote_ and Slide /r Spin Sin le Fran Or 24'< 4' D 20-40 D 34 -40 F Ctr. Grata To One End Grate 233 F 1 3'-G* Or Side • Spin C 20.We 3 1 8 -0 Side 3<14 3<22 .< e. 10C 1' C LIhi Loo 234 J 1 4'-G* Slide O Spin Chain Connection To GGGrat V Chain 49 Cold Shuts. '�j I - Sae Table For Lengths. When MANHOLES LONG -WAY Grown) i Chaining Two Gram Together Provide Adequate Loop For d 2' MI NOTES Easy Handling. - 2' Mtn with structuml course material.) w, E Riprop Entrance p1 ; leveed preowte precast units; less General Nate No. 3. 2. Manhole top Type 7 dabs may bs of cast -In-place or 2'-8' Max T us 2 Groove n presaet aonst=.n. The optlon.1 key le for precast tope To Of Su rods P b9 (12' Std.), S. /� J°oiinnt To Match 2'-B- X. Tongce t: Groove Jam Nutt Nut And W . Cold Shut � To Joest Match On Straight i° Ricer Or Mow - t\ x 1' Diu. J -Type Or Threaded Grout, Seal or Integral Cant for and inlet tYPM 4. Manhole tops I,sholl be secured to structures by optional shown Sheet 3 of d6. Straight Eye Bok Cold Shut PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE If To Two -Thirds Wall Thruknses Concrete .Or TEMPORARY DRAINS FOR SUBGRADE AND BASE SUMP BOTTOM Nets: When Alternate G groin Is ep•c6Nd the ah0n, bole, nuts, se In 8" Brick. See 20.5<34 washer and cold shute she Solvontsed occordonas Note 3. Ift 34 -40' with the specifications for the grats. 2' Die. B te Cast of sys bait and chain to be included in the conboct unit 14 C price for Inlets. 3'-8' 0 4' 0 26'-4W F BRICK OR CONCRETE SIZE: 9'19' Typical Location TYPE ' -8 S<3 F H project title & owner's name E CATHOLIC DiOCE OF O S Fawner ,a ORLANDO Concrete Slab, 3' Thick. ReinforedIr With WWF 6x8-W1.4xW1.4 TOP VIEW -MULTIPLE PIPE r r.. uf, �I NOTE: Sea Sheets 5 and 6 for dotage and general notes. ' a ALL SOULS I{ p .gape: CATHOLIC COMMUNITY 4'a To Major +lids For•Pipes 24' x 38And Smaller. ' 2:1 For Pipes 29 ►45` And Larger.CHURCH BUILDING k or Bottom Slo EYE BOLT AND CHAIN FOR LOCKING GRATES TO INLETS rrrthrt,t sump MANHOLES LONG -WAY MANHOLE TOPS Bevel Out Upper Stub To Match Forming For Apron Prior To Placing Base Material Face. Copping Or Plugging Of Upper Stub Not Remove Riprep. Cement PVC Cap NOTES =Required (Fitahle base material at stub openlnq On Lower Stub And Place Compacted removed removed to permit covering of opens FRI In Entrance. 7(TOPS) t: Type i. Manhole Type l dabs shall be of Clave -- d for ce in ASTM C -No. may be used for with structuml course material.) w, E Riprop Entrance p1 ; leveed preowte precast units; less General Nate No. 3. 2. Manhole top Type 7 dabs may bs of cast -In-place or Dia. Varlso presaet aonst=.n. The optlon.1 key le for precast tope To Of Su rods P b9 (12' Std.), S. /� and in Ihu of dowels. Frame and slab openings are to be omitted when top is used over a junction boa. Fromse F__i-' 1 can be adjusted with from one to six courses of brick. 4<14 8 3. , Manhole top Type B may be of cost-in-plcoe or precast Galvanized Hardware Clo a p �" Grout concrete construation or brick construction. For concrete construction. the concrete and steel reinforcement shall No. 4 Coarse Aggregate 4' PVC Pipe, 4S Lateral And Stubs 2'x 2' Per ft. be the *amelias the supporting wale unit. An eccentric cone may be used. Filter Fabric 21 <-' 28 Grout, Seal or Integral Cant for and inlet tYPM 4. Manhole tops I,sholl be secured to structures by optional shown Sheet 3 of d6. NOTE Sum baHan a ate all manhole Note. Cost of pips, fittings and sandbagging to be included in the P PP1oPd contmat unit price for Inlets. See Index No. 102 for bah Cost for sump bottom to be included in the contract MBrs: canetruotion joints as' an Grout to const of 3:1 Sand -Cement Mixture or any Claes Concreta 5. -Type 7-T (Traffic) H-20 barrier protection at inlet price for Inlet or manhole. FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL TEMPORARY DRAINS FOR SUBGRADE AND BASE SUMP BOTTOM DRAINAGE STRUCTURE INVERT 5. 'Type 7 -NT ("on -Traffic) SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES 20.5<34 (ALL SLABS 8" THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) SLAB DESIGNS - ,ROUND STRUCTURES O A SHORT -WAY LONG -WAY LONG -WAY LABII SCHEDULE SLAB DEPTH SLABl-I DEPT SCHEDULE SIZE V-8"IUNLIMiTED =0.5<3 D 20.6<3 D 20.5 < 29 B &0.W-40` B 29'-40 C C 4<14 8 _4<14 9 14k 21 C 141C 21 17< 31 D 21--C-W- D 21 <-' 28 0 28'-40' F 28 -40 F SIZE 8'17' SIZE. V-0"IUNumrrED 20.3<3 D 205< 3 D 20.5<19 B 20.5<34 B 19 29' C 34 -40' C 2W-40- B 124 19 C 15< 21 C 19<,2V 0 21 < 30 0 26'-4W F 30 _AW SIZE: 9'19' SIZE: 8'18' SIZE 5'15' S<3 F 20.8<3 D 20.5 < 3 C 20.5 < 3 C 3<19 3<19 4'<'7' 8--::4'< 19< 28 C I 19<-2B C 2W -c 30 D 25'-c 36 D 23'< 3r D 23'-4, F 32'-46' F SIZE: 8'19' SIZE: VII 1 21.1 15 20.8<3 D 20.5 < 3' 1 1 20.5 J C 3<10 a 3<2o B 10,24' c 20'-c 29 C 24'< 4' D 20-40 D 34 -40 F D -40 E SIZE: 7'17` SIZE 5'17' C 20.We 3 &O.5 1 -C 3 C 20.5 < J C 3<14 3<22 .< e. 10C 1' C 22'< 33 C 21ti D 1 3Y-47 1D 39 -40 F E 23'- G 28 -40 G SIZE: 7'18' SIZE 5'IW C 20.5<3 E 20.5<3 C 1 20.5c30 3<4 0 3<4 D '< TV 1 C W< 17 C 23 -40 161C 21 D 17% 23' D 0 INDICATED ON PLANS Z3 -40 F E 27'-'- 7 -40SIZE: 20.5 < 6 SIZE:7'19' SIZE 5'19' < 20.3< 3 E 20.5<3 C 1 20.3<32 B 3--c 8' B 1 32-4W C e' < 17' c C 12 18 D +< D D 18V 24 E 23'-40' F E 24'-40' 32 -40 N.T.S. SHORT -WAY LONG -WAY A0.20 SLAB DEPTH SCHEDULE SLAB DEPTH SCHEDULE SIZE: 18'16' R.53E =0.5<3 D 20.6<3 D 1 20.5<3 D 3<4 C 3<4 C 4<14 8 _4<14 9 14k 21 C 141C 21 17< 31 D 21--C-W- D 21 <-' 28 0 28'-40' F 28 -40 F SIZE 8'17' e 20.3<3 D 205< 3 D 20.5< 3 D 3<4 C 3'<4 C 4'< 12' B 4'< 15' B 124 19 C 15< 21 C 19<,2V 0 21 < 30 0 26'-4W F 30 _AW SIZE: 9'19' SIZE: 8'18' Unless S<3 F 20.8<3 D 20.5c3 D 3,< 4 3'< 4 141C 20 D 4'<'7' 8--::4'< 1s'' B 7<16 C 18 23 C 1B< 23 D 23'< 3r D 23'-4, F 32'-46' F SIZE: 8'19' 21.17'-4W I A 1 21.1 15 20.8<3 D ro.5<3 D 3<15 C 3<4 C '< 1' D 4'< B 21 27 E 18 2 C 2T-40 C < T D -40 E SIZE: 7'17` 1 10 C 20.We 3 10 D 3<4 D 3<4 E .< e. '< C 16 D 18 22 0 E < E 23'- G 28 -40 G SIZE: 7'18' 18" X 18" X 4" C 20.5<3 E 20.5<3 E 3<4 0 3<4 D '< TV 1 C "cC 23 -40 161C 21 D 1 < 23 0 INDICATED ON PLANS E 27'-'- 7 -40SIZE: 20.5 < 6 SIZE:7'19' < 20.3< 3 E I 20.5< 3 E 3<4' 0 3<4' 1 D V-1 ' C "c C 12 18 D 18 24 D 18V 24 E '< E 24'-40' 32 -40 GENERAL NOTES 1. Slab reinforcement in appropriate for top. Intermediate. and bottom slabs. 2. Slab depth Is measured from finished grads to top of slab. 3. Wall design depth is measured to the top of the bottom slab for boxes and to the top of the intermediate slab for Assn 4. Wall height to the distance b -twain top of ewer slab to bottom of upper sla REINFORCING SCHEDULE SCHEDULE 11. GRADE 60 STEEL OR 85 KSI (WIRE FABRIC in 2/ft A0.20 SCHEDULE` B SCHEDULE C 0.37 R.53E =0.5<3 D a 0.5<3 0.73 3<V C MIS SIZE: 4'-0" 4<-9' 8 SHORT -WAY LONG -WAY SLAB DEPTH SCHEDULE` SEP H SCHEDULE SIZE: 818' 20.5 -40 21.17 -40 A =0.5<3 D a 0.5<3 D 3<V C 3<4' SIZE: 4'-0" 4<-9' 8 4< 9'B 21.17'-4W A 91-C Ir C 91. IT C - 17< 31 D 17%c 31 D 31'-40' G XV -40' G SIZE: Wig' 2 - e 20.3<3 D 2 O.F-C 31 E 'cC < p 4'< 18' B 4'< 18' C 2 - C 1IV 25 SIZE: 7'-0' 22 < 29 D 25'< 32 F ZA -40 F 32 �-4`O G SIZE: 9'19' C Unless S<3 F I a 0.5<3 SIZE: 8'-0" 3<14 -3<14 21.17 -40 1 A 141C 20 D 14< 20 0 2W< 20 E 20r,-,-2-6r-E 2:1 Miter: To Major Axis For Plpse 29"x45' And Smaller. 1:1 For Pipes 34143' And LaMar. 28 -40 G 20'-4V 0 - F SIZE: 9'-0" WALL DESIGNS --RECTANGULAR STRUCTUF VERTICAL REINFORCING 1HORIZONTAL REINFORCIN WALL DEPTH I SCHEDULE WALL DEPTH SCHEDULE SIZE: 3'-8' *SEE NOTE BELOW 20.5 -40 21.17 -40 A 21.1 B Orlando,- Fl:orl a 32803 SIZE: 4'-0" / - 21.17'-4W A I1.17-40 Connect Concrete Slab, 3" OQ' TFek, E.B.#3479 < SIZE: 5'-0" I4�r date 21.17 -40 1 A 1 21.111tB 2 - e 33-40 C SIZE: W -O' 16 JANUARY 2006f 21.17 -40 1 A 1 21.1 22 B Not Less Than 14 22 -4D 1 c SIZE: 7'-0' NOTE Son Sheet 6 For Details And Notm _ 2 A 21.1 - 15 B SIZE 5'-0" e C Unless _ p SIZE: 8'-0" Paid For Pipe Culvert 21.17 -40 1 A I It I 1 B i 1 19 C 2:1 Miter: To Major Axis For Plpse 29"x45' And Smaller. 1:1 For Pipes 34143' And LaMar. WC 29 D MITERED END SECTION - F SIZE: 9'-0" N.T.S. F.D.O.T. INDEX No. 272 E 20.5<e 21.17'-4W I A 1 21.1 15 C e 151C 22 D e 22 - f SLAB DEPTH SLAB THICKNESS ;� REINFORCING ((2 WAYS) SCHEDULE `t,s SIZE S-6" 20.5 -40 Deepen Around Outside Edge Of Pipe ro lob 4:1 or C Orlando,- Fl:orl a 32803 f' / - / (407) 841 -4084- 4084E.B. ,. Connect Concrete Slab, 3" OQ' TFek, E.B.#3479 < A R M I4�r date SIZE: 4'-0" TOP VIEW -MULTIPLE PIPE 2 - e C 16 JANUARY 2006f ,x 2' Not Less Than 14 u, Job number l`;' NOTE Son Sheet 6 For Details And Notm l+ s 2037'. 04 S' Sod SIZE 5'-0" 20.5 < 30 Unless C W-40' 8 Paid For Pipe Culvert F Pips To Be Included Under Unit Price For Mitered End Section) M s- SECTION 2:1 Miter: To Major Axis For Plpse 29"x45' And Smaller. 1:1 For Pipes 34143' And LaMar. MITERED END SECTION SIZE", W-0" N.T.S. F.D.O.T. INDEX No. 272 E 20.5<e e e <1e e C Ilk 30 e D 30 a 37 e E 37 -r --4,r- B G MARKED "CLEANOUT) PLUG GRADE SZE e'-0" ... }y. •'. 20. < 9, 1 10 C 9 < IS 10 D 15< 10 E ;23<33 12 E :3Y--40' 12 G 3/8" ANCHOR BOLTS SIZE 10'-0' 18" X 18" X 4" C oe< <11 io p 11f 17 10 E a 23 12 - E 23 -40 12 G INDICATED ON PLANS SIZE 12'=0' 20.5 < 6 12 < 12_ 0 FLOW 12 E IAA_' 14 E 20'-40 1 14 G CLEAN OUT DETAIL CLEAN OUT SIZE is the inside length of a structure wall. • Precast structures 3'-8'X3 -6' maybe cwt with 0' wale to depths of 15'. See Index 201 STRUCTURE BOTTOMS N.T.S. F.D.O.T. INDEX No. 200 0858-01 �I 2 Sod / 1, Brawled Or Round Comers in O fi sA mw -M ■ wl. ■ t-1,' EWA - ■ i AFA 01s is SANFORD9 FLORIDA I� P seal/signature Ir 0 Sea General Note No. 3. - Son Sheet 5 Of 6 For 3' Slab Quantities O r - See , Bowed Or Round Oomere in s'I �NOteeSee A ;� Engineering, Inc. `t,s C Deepen Around Outside Edge Of Pipe ro lob 4:1 or 1516 Hillcrest Street, Suite 212 i4+µ Orlando,- Fl:orl a 32803 f' / - / (407) 841 -4084- 4084E.B. ,. Connect Concrete Slab, 3" OQ' TFek, E.B.#3479 < A R M I4�r date Ditch TOP VIEW -MULTIPLE PIPE • . • e TOP VIEW -SINGLE PIPE 16 JANUARY 2006f ,x 2' Not Less Than 14 u, Job number l`;' NOTE Son Sheet 6 For Details And Notm l+ s 2037'. 04 S' Sod Unless ADDroved By The En inner E Ll drawn b Paid For Pipe Culvert F Pips To Be Included Under Unit Price For Mitered End Section) M s- s'I �NOteeSee A ;� E.R.E. �3r1 3' Or 5j. 0 1 C Deepen Around Outside Edge Of Pipe ro lob 4:1 or chocked by f' / - Concrete Slab 3" 0 T&k, Connect Concrete Slab, 3" OQ' TFek, So Reinforced With WWF exe-WL4xWl.4 N A R M I4�r Reinforced With WWF ex8-W1.4erWl.4' in Ditch TOP VIEW -MULTIPLE PIPE • . • e TOP VIEW -SINGLE PIPE revisions 2' Not Less Than 14 u, NOTE Son Sheet 6 For Details And Notm l+ s'I �NOteeSee A 3' Or 5j. 0 1 C Deepen Around Outside Edge Of Pipe ro lob 4:1 or c Concrete Pipe Connect _ Saddl@.,�m Ditch � Grade - z 2' Not Less Than 14 1O No Pips Joint Permitted 1.611 l S' Sod Unless ADDroved By The En inner E Ll Paid For Pipe Culvert F Pips To Be Included Under Unit Price For Mitered End Section) : 4:1 Miter. To Mojor Axle For Pipe 24'x38" And Smaller. 11 For Pipes 29'x45" And Larger. SECTION 2:1 Miter: To Major Axis For Plpse 29"x45' And Smaller. 1:1 For Pipes 34143' And LaMar. MITERED END SECTION N.T.S. F.D.O.T. INDEX No. 272 CAST IRON FRAME & COVER USF #7610 OR EQUAL CONC. SIDEWALK TOP FLUSH w/ FINISHED GRADE) MARKED "CLEANOUT) PLUG GRADE 'rAy rg •: `d .� � •. . ... }y. •'. _a ', ' r. ;fir 1 Y J► .0 !!V .• • 7 r Y Y.•' f.,r'? Tib'' :r, a nJ'@ 9..j.,, :rev••�'4.�'��^:t .� •..rs�s'�!'.. ,,:'� r. .n• ; ��i;,i+ „> . *"�• -.its. t s.• .f zY�•. �1lJy _ 3/8" ANCHOR BOLTS 4" P.V.C. 18" X 18" X 4" 4" P.V.C. CONC. PAD PIPE SIZE AS PIPE SIZE AS INDICATED ON PLANS INDICATED ON PLANS 45' BEND 45' BEND WYE WYE FLOW FLOW VERTICAL CONNECTION VERTICAL CONNECTION CLEAN OUT DETAIL CLEAN OUT DETAIL N.T.S. N.T.S. 4 5 I A improper phase sequence condition. The relay shall de -energize the motors and supervise the test run of the equipment. t Pery w/ BRONZE BUG SCREEN i�ngin®®ring SCOPE: Supply and Install one complete H-20 GP Pre -Fab Lift Station, per design. Upper & lower seals shall be Silicon Carbide vs Silicon Carbide Stator windingshall be open e with Class F insulation and shall heat- Pe type upon a conditon fault. The phase monitor shall be protected by dual element er the motor. The um motors shall be m out prior Megg pump •g9'� Pr Pumps shall be capable of grinding and' pumping domestic & commercial sewage. ( 40 X 30 X 24 D) — The Enclosure shall be NEMA 4X minimum 24" high x20" wide x 8"deep, ALUMINUM ACCESS HATCH Interior Design fuses. the type. The alternator switch to startup to ensure the insulation of the pump motor/cable system is intact. (2-3) FIELD INSTALLED do COVER (LOCKABLE) A Green pilot light shall be supplied for control war. The pilot light s A g PP po P g hall Complete system shall be supplied by: COMPONENT SPECIFICA77ONS: All circuit breakers shall be molded case thermal;magnetic. Circuit breakers H-20 LOAD RATED WETWELL WITH LIFTING LUGS: CDR VALVE BOX 145 Lincoln Avenue RILEY & Company, Inc. shall be sealed by the manufacturer after calibration to prevent tammpering. The fiberglass wetwell must H-20 load rated w/ Integral lifting lugs, S.S. HINGES „ FIBERGLASS WET WELL w/ (LOCKABLE) ALUMINUM HATCH A P.O. BOX 730 Sanford, FL 32750 (Ph. 407-265-9963) Each breaker shall be adequately sized to meet the equipment operating conditions. , ; and certification of this rating must be supplied at time of submittal. H -2O LOAD RATED. EMERGENCY PUMP OUT Winter Park, Florida 32790-0730 shall automatically reset when the winding temperature returns to normal. T h t th t is h 11 b th se motors The mechanical Interlock shall event the normal and main Pr emergency The wetwell shall be manufactured of fiberglass reinforced W /QUI CAPPED NN NIPPLE AND VALVE w/ SS OIL Telephone (407) 647-1039 Contract to be awarded on the heals of the base bid H-20 GP LIFT STA T10N . breakers from being energized at the same time. The interlock shall be' polyester (FRP) of diameter and depth as shown on the lift station FILLED PRESSURE GAUGES Telefax (407) 626-9408 Alternative deduct systems will only be considered after award of contract and fabricated from aluminum or stainless steel. elevation detail. The wall thickness shall be adequate LIFT STATION SECTION alternate must be specified at bid time. .. for additional and costs An emergency generator receptacle shall be supplied Inaccardance with DEP for the depth of the wetwell to maintain the H-20 load rating. ISOLATION PLUG VALVE O Llce118 Number- AA COOQ664 The design engineer shall be reimbursed time 9 g to review any alternate equipment or design. standards. The enerator receptacle shall be adequately"sized to meet the g P Reinforcing Materials. The reinforcing material shall commercial ., 2 PVC DRAIN UNE PVC DISCHARGE License Number EB 0000629 e Any savings to contractor shall be shared with the Owner. equipment operating conditions All motor short circuit protection devices must provide forundervoltage release rade "E" lass In the form of mat chopped or roving fabric g type' g ' PPS n9 - LINE B 1 ea. Control Circuit Breaker • Due to the structural strength, corrosion resistance, and the 1"k -proof and class 10 overload protection on all three phases. Visible trip indication, test having a coupling agent that will provide a suitable bond between g P g -g Pr ' project title a owner's name of the H 20 GP complete system, .concrete wetwells will not be approved. and reset capability must be provided without opening Inner door. p h� P► P� 9 the glass reinforcement and the resin. After the H-20 load rated wetwell has been Installed the ASTM Cendflcation Number Serial Tracking Number be visible. Open frame, across the. line, contactors shall be rated per IEC standards,and Additives, such as thixotropic agents, catalysts, promoters, etc., may VENT CATHOLIC DIOCESE and must sized r the motor requirements. Contactors shall vide ror safe property pe eq Pry be added as required. by the specific manufacturing process to be 2 ea. Pump Run Pilot Lights Certification of the wetwell H-20 load raft must be supplied with submittals. touch power and control terminals. Contactor contacts and,con shall tie easily „ . I used to most the requirements of this spec cation. PVC DISCHARGE OF ORLANDO - ea/ b an en lneer registered in the H 20 certification must signed and ed y g reg replaceable without removing the contactor from Its mounted position. I Fillers and Additives: Fillers of any type shall not be utilized. Slide rails shall be SCH 40 AISI 304SS, pipe State of Florida. Lightning Arrestor to most or exceed the requirements ofANSI/IEEE Std. 2 ea. Elapsed Time Meters Pump lifting devices shall be made of AISI 304SS (min.) cable C62.21.1984 section 8.6.1 and 8.7.3 shall be supplied by electrician "C" 1 ea. GFI Duplex Convenience Outlet PUMPS: Submersible grinder um shall be HOMA Model GRP. The pumps shall be g pumps and mounted on the bottom side of the switch disconnect ahead of the pump EXECUTION: NOTE: PUMP CONTROL SHALL BE LOCATED 3 FEET FROM WET WELL: PERIMETER installed in the H-20 GP FRP wetwell utilizinga dual slide rail system. control panel. Voltage Monitor shall be supplied for single phase service. The voltageIfEl Installation shall be in strict accordance with the manufacturer's OPTIONALLY AT "A , -B-, OR "C" 110 The grinder unit shall be capable of macerating all material in normal domestic fo sense a low volts a condition. The rale shall de- monitor shall be designed g Y instructions and recommendations In the locations shown on the draori 'n SWITCH DISCONNECT 0-1) 14 and commercial sew Oil filled motors are not considered an equal to air filled motors and will not be accepted as such. Single phase motors shall be of the capacitor start, capacitor run type for high g energize the motors when the line voltage drops 15% below the relay setting. LIFT STATION PLAN /� The voltage monitor shall be protected by dual element fuses, INSPECTION & TESTING: A factory representative shall be ALL SOULS Phase Monitor shall be supplied for three phase service. The phase monitor provided for one 1 da and shall have complete knowledge of I� O Y P . �9 phase loss war (lure and " FRP VALVE BOX shall be designed to sense a low voltage, p , po f!e o r —tion and maintenance to ins t the final installation 2 GREEN VENT CDR VALVE BOX Pr Pe Pe P� CATHOLIC COMMUNITY starting torque. ed improper phase sequence condition. The relay shall de -energize the motors and supervise the test run of the equipment. t Pery w/ BRONZE BUG SCREEN „ „ „ » �� » ( �6 X 12 X 12 D) Upper & lower seals shall be Silicon Carbide vs Silicon Carbide Stator windingshall be open e with Class F insulation and shall heat- Pe type upon a conditon fault. The phase monitor shall be protected by dual element er the motor. The um motors shall be m out prior Megg pump •g9'� Pr " 2 SIZE ( 40 X 30 X 24 D) — The Enclosure shall be NEMA 4X minimum 24" high x20" wide x 8"deep, CHURCH BUILDING shrink fitted Into the stator housing. The use of ins, bolts, or other fastening g P g devices is not acceptable. the fuses. the type. The alternator switch to startup to ensure the insulation of the pump motor/cable system is intact. (2-3) FIELD INSTALLED EMERGENCY .PUMP OUT W/ QUICK CONNECT CPLG. A Green pilot light shall be supplied for control war. The pilot light s A g PP po P g hall �+ SANFORD, FLORIDA A heat sensor thermostat shall be attached to the top end of motor windingand shall be connected in series with the magnetic contactor coil In The duplex alternator shall solid state shall each pump to lead upon a single complete cycle and shall provide for lag The controls and shall be checked for mechanical KNOCKOUTS FOR �� 2 SCH 80 .PVC ELECTRICAL CONDUITS PRESSURE FIN GRADE f Twenty (20) terminals shall be supplied for field connections. The temnals shall g the control panel to stop motor d winding temperature exceeds 140 C., but um operation upon eve/ rise. pump P A um pumps pump P P reliability and proper operation. of field wiring. Float connection terminals shall be arranged such that each float GAUGE 20 ea. Terminals for field connections shall automatically reset when the winding temperature returns to normal. T h t th t is h 11 b th se motors An alternator sequence (1-, Auto - 2) three position toggle type selector switch Terminals for motor connections, single phase only INTEGRAL LIFTING ( CABLE HOLDING is" LUGS 18" �� �� 4 x 2 8eel/el natur@ 0 , ea sensor ermos a s a e us on nee pha shall be supplied to manually overide the alternator In the 'I'positon, motor #1 The pump motor grinder shaft shall be of AISI 43OF SS threaded shall always be the lead motor. In the 'Auto' positon, the motors shall Sequence to take pump impeller and grinder impeller to become the lead motor. In the '2' positon, motor #2 shall always be the lead Upper & lower seals shall be Silicon Carbide vs Silicon Carbide motor. devices. One namplate shall supplied for all power devices. All text,and Hand - Off - Auto three position selector switches shall be supplied for each motor. DUPLEX PUMP CONTROL PANEL: A Red pilot light shalll be supplied for each motor. The pilot light shall',,llluminate The Enclosure shall be NEMA 4X minimum 24" high x20" wide x 8"deep, each time the motor is called to run. from fiberglass with padlockable draw latches. Each motor shall have an Elapsed Time Meter to record the accumulated running The enclosure shall have external mounting feet to allow for wall mounting.Pen All hardware shall be stainless steel All conduit etratlons time. The ETM shall be a 2" diameter, non-resettable, six digit, totally encapsulated unit shall have approved seal off fittings shall besealed to . PPro g properly A Green pilot light shall be supplied for control war. The pilot light s A g PP po P g hall prevent wetwell gases from entering enclosure. illuminate when control power Is available In the, panel. The following components shall be mounted through the enclosure: Relays shall be ice -cube plug in type. Relay contacts shall be rated 10 amp 1 ea. Red Alarm Beacon minimum, DPDT. 1 ea. Alarm Horn Twenty (20) terminals shall be supplied for field connections. The temnals shall 1 ea. Generator Receptacle with weatherproof cover be rated 25 amps minimum and shall be mounted on a 30 degree engle',for ease 1 on. Silence Pushbutton of field wiring. Float connection terminals shall be arranged such that each float BRACKET REDUCER (ss.) i . `o M 4" F.M. SS LIFTING A. CABLE CAST IRON off. PLUG VALVE " w CAST-IRON CAULKING HUB W/ FERNCO BOOT FLANGED CAST IRON " PLUG VALVE 2" PVC DRAIN _ . Enni`n ¢¢ ring, 'Inc. (P TRAP) FLANGED CAST IRON 9 7 CHECK VALVE 1516 Hillcrest Street, Suite 212 8 "INLET 60 » Orlando, Florida 32803 FIELD INSTALLED 2 MIN. INTEGRAL SLOPE FOR PROPER DRAINAGE ` (407) 841-4084 E.B. #3479 2 " SCH 80 PVC date The backpanel shall be fabricated from .125, 5052-H32 marine alloy Is connected in consecutive order and does not require any crossing of wires. SS PUMP SLIDE RAILS ( 1 SCH 40 AISI 304SS PIPE) 16 JANUARY 2006 aluminum. All components shall be mounted bymachined stainless Each motors over -temperature contact shall be connected to the terminal strip steel screws. Self tapping screws are not acceptable. Nameplates for the innerdoor shall be of a graphic design, specifically depicting The hollowing components shall be mounted to the backponel., the Intent foreach device. One nameplate shall be supplied for all control PRIMARY MH 84 'TDH devices. One namplate shall supplied for all power devices. All text,and 2 ea. Motor Contactors graphics on each nameplate shall be scratch resistant. The nameplates shall 2 ea. Start Capacitors to match motor requirements, single phase only be fabricated from laser -screened laminated mylar. 2 ea. Run Capacitors to match motor requirements, single phase only Nameplates for the backpanei shall be of a graphic design, specifically 2 ea. Start Relays to match motor requirements, single phase only depicting the Intent for each component One nameplate shall be supplied for A 9 Po P PPS 1 ea. Volt Monitor (Single Phase) PhoseNonitor (Three Phase) each component. All text and graphics on each nameplate shall be scratch 1 ea. Control Transformer with primary and secondary fuses, 480 Volt only resistant. The nameplates shall be fabricated from laser -screened laminatednylar 1 ea. Silence Relay 11.52 1 ea. Duplex Alternator WETWELL DIAMETER 20 ea. Terminals for field connections MISCELLANEOUS: 6 ea. Terminals for motor connections, single phase only PUMP DATA ELEVATIONS PRIMARY PUMP CAPACITY 80 GPM TOP OF WETWELL 27.52 PRIMARY MH 84 'TDH INLETINVERT 14.96 PUMP MANUFACTURER HOMA HIGH LEVEL ALARM 14.96 PUMP MODEL # G RP41 /3 s„d PUMP ON 14.60 R.P.M. 3450 1st PUMP ON -14.00 HORSEPOWER 4.8 PUMPS OFF 13.50 ELECTRICAL - VOLTS / PHASE 480/3 BOTTOM OF WETWELL 11.52 PUMP DISCHARGE SIZE 2” WETWELL DIAMETER 60" IMPELLER DIAMETER 160mm CONCRETE BASE SLAB AS PER SPECIFICATIONS W/# 4 REBAR - BASIN ANTI -FLOTATION FLANGE 18" O.C. LIFTING BAIL Job. number INTEGRAL 2037.04 FIBERGLASS PUMP DISCHARGE WITH SEALING FLANGE SLOPE drawn by CONCRETE GROUT AS READ BY ENGINEER TO PREVENT rD3 FLOTATION 8 E.R.E. o ` MAKE MONOLITHIC POUR s a Q WITH BOTTOM SLAB checked by 10 0 0 - A.R.M. 3 ea. Ground Lugs All wiring on the backpanei shall be contained with wring duct 1211 ' The innerdoor shall be fabricated from .080, 5052-H32 marine alloy Ali wiring between the Innerdoor and the backpanei shall be contained within a Io v v v revisions aluminum. The innerdoor shall have a continuous aluminum piano hinge, a plastic spiral wrap. E I'°'N NOTES 6 handle and catch and shall be Installed by stainless steel screws lbr ease Each wire shall have a wire number at each end to correspond to theasbui/t of removal. The following components shall be mounted through the Innerdoor: drawing for field troubleshooting. 1. DRAWING IS NOT TO SCALE. The control panel shall be assembled by an Underwriters Laboratories UL508 x 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. CONCRETE BASE SLAB AS PER SPECIFICATIONS W/# 4 REBAR - BASIN ANTI -FLOTATION FLANGE 18" O.C. 1 ea. Main Circuit Breaker listed manufacturing facility. a 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELLAND .INSIDE OF CONTROL PANEL. 1 ea. Emergency Circuit Breaker Mechanical for breakers FASTENERS & APPURTENANCES: All fasteners, lifting cables, float 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT or LIFT STATION SECTION 1 on. Interlock main cable bracket and appurtenances shall be made of AISI 304SS PP 5. BOTH WETWELL AND VALVE BOX SHALL BE LOCKABLE 2ea. Motor Short Circuit Protectors other material Inert to the highly corrosive atmosphere of a sewage' 6. CONTRACTOR SHALLFIELD INSTALL INLET FITTING AT PROPER ELEVATION. 1 ea. Control Circuit Breaker /Ift station. Hinges for the wet well and valve box shall be AISI 7. ALL HARDWARE AND FASTENERS , SHALL BE STAINLESS STEEL. 2 as. Hand -Off -Auto selector switches 304SS minimum. • 8. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. 1 ea. Sequence selector switch, l -Auto-2 An aluminum slidellatch assembly shall be provided for holding -0:i 2 ea. Pump Run Pilot Lights the doors open on both the wet well and the valve box. I "" ` ✓ H-0 SIP 12 -2A 1 ea. Power On Pilot Light Slide rails shall be SCH 40 AISI 304SS, pipe 2 ea. Elapsed Time Meters Pump lifting devices shall be made of AISI 304SS (min.) cable 1 ea. GFI Duplex Convenience Outlet (1/4 "min) or 304SS chain of sufficient size, with' safety factor to handle safely the specific pumps. AISI 304SS (min.) pump lifting balls shall be provided SWITCH DISCONNECT ELECTRIC METER OR PULL POWER FROM BUILDING CONTROL PANEL 2" GALVANIZED CAPS GENERATOR RECEPTOR MODEL No. A3042 (O.A.E. ) LIGHTNING ARRESTOR CONSTRUCT & INSTALL SIGN PER SEC. 22.5.2 OF THE UTILITIES MANUAL _ FIELD MOUNTED BY HD ALUMINUM COVER PROPERTY LINE RIGHT OF WAY O ELECTRICIAN — ALL LETTERS 2 IN HEIGHT " ! RILEY & COMPANY PRESSURE CONTROL PACKAGE GALVANIZED UNISTRUT SEAL OFFS - c2 sheet title/contents WITH3/4" SPACING BETWEEN ROWS (CITY OF SANFORD) — cz)- 2" CONDUITS REQ'D FOR 2 HP PUMPS REO "LARGER �- 36" PIMP -OUT c3)- 2 CONDUITS D FDR 3 HP AND PUMPS ENGINEERING PLAN CDR Box is shipped -fab with check valve, pressure sensor, pressure gauge, 11/4"BALL VALVE 3/4" HOSE BIBS _ WATER LEVEL CONTROL 1 1/4" - pre PRESSURE �� ---PRIVATE pressure switch, Sch.80 PVC piping, fittings, and cover installed. BALL 3/4 GALV RISE TO PUMP No. T_ PUMP STATION Plug Valve is shipped loose, to be installed at property line by others. VALVE GRADE SLEEVE REQUIRED co - �,... TO PUMP NO. 2 2" RIGID GALV. POSTS OWNER'S NAME XXXXXXXX 24 " WIRE TO CONTROL PRESSURE „ 36 \, C I I L SITE PHONE NUMBER (000)00-0000 1- CDR Concrete Box (36" x 48" x 36" Deep) w/ Aluminum Cover PANEL SENSOR V 1 -Cast -Iron Flanged Swing Check Valve FLOW --� PLUG _ LIFT T A T ION 1- DeZUrlk Cast -Iron Flanged PIU Valve g g V�'� TO WATER SUPPLY-^\ GROUND `ROD CONCRETE AROUND POSTS 1 1 NOTE• 12" ,0' x 24 DEEP 0858-01 I 1/2" BORDER 1 1/4" 1 36" FINISH GRADE 1- Goldline In -Line Wafer Thin Pressure Sensor (2 ) 1- McDaniel Oil Filled 2,S" Pressure Gauge w/ SS Stem (0-60 PSI) 1- Barksdale Model EIH-H90-P6-FX Adjustable Pressure Switch 3 N CHECK VALVE 1 36" 1 REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERVICE LOCATION TO BE INSTALLED IN WATER 'SUPPLY LINE TO (VERIFY W/POWER CO.) LIFT STATION 'FIEBCO WATTS OAE' ELECTRICAL RISER Nto M LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 • Incorporated 1983 A LANDSCAPE PLANTING PLAN i = zo._o. + � �7 � ak,� r J1IIB I, III �i; lrli t -01 T{ P 1 fA , f Y�� g�lir �dY+\d k+ri 17 Mrd tli+iko , v ' xf Pgj rl +xl 'm d I M { atiy'a>rt� l�rr\hl r h YF� I+ K 3P''{l til\ Y ILII r I S x s f poi v i' ilr��l�t (w 1t,t , r i 1 ROGERS LOVELOCK NC. { ;` CITY OF SANFORD LANDSCAPE CODE ' �' 1. REQUIRED INTERNAL LANDSCAPE AREA FOR PARKING: Architecture ,rrEl,jrs MINIMUM 10% OF PARKING AREA Engineering ��' � I'�+ i ! Interior Design 2. LANDSCAPE ADJACENT TO STREETS (ARTERIALS): 145 Lincoln Avenue CANOPY TREES WITH 6"DBH PLANTED IN 2 ROWS, 1 TREE/50 FT P.O. Box 730 MINIMUM OF 4 SUB -CANOPY TREES PLANTED AT ACCESS POINTS AND INTERSECTIONS, 4 TREES/100 FT Winter Park. Florida 52790-0730 \e 3. LANDSCAPE ADJACENT TO STREETS (COLLECTORS): Telephone (407) 647-103A ( ) Teiefox (407) 829-9409 , 1 CANOPY TREE 30-40 LF OF PARCEL LINE /��IrI MINIMUM SHRUB HEIGHT 30, PLANTED 30" OR LESS O.C. AND 4 FT OR MORE BEHIND TREE TRUNKS License Number AA 0000584 License Number ES 0000829 4. OTHER STREET RIGHT-OF-WAY:mi 1 CANOPY TREE/30-40 LF project title a owner's name' 5. OTHER PARCEL LINES: CATHOLIC DIOCESE 1 CANOPY TREE /30-40 LF OF PARCEL LINE OF ORLANDO�;f`�,i�� 6. FOUNDATION LANDSCAPING: REQUIRED LANDSCAPED AREA: MINIMUM 5 FT WIDE AREA ALONG BUILDING FACADE WITH STREET RIGHT -OF --WAY v REQUIRED TREES: i, MINIMUM OF 2 ACCENT TREES OR 3 PALMS/40 LF ALONG BUILDING FACADE WITHIN LANDSCAPED AREA ALL SOULS' 7. SCREENING OF MATERIAL: I MINIMUM OF 30 FROM EXISTING GRADE AT TIME OF PLANTING, NOT TO EXCEED HEIGHT OF FT CATHOLIC COMMUNITY " CHURCH BUILDING SANFORD,FLORIDA ��ltir r+y4 I4 S YG 1 g ; seal/signature uj a I ,r- , 1' ICU+'f yyi s. QST!^ ? r14 Y J/1Gn/ Iti ' 6 { { r DEBORAH R. MONTEFERRANTE License Number kLA 0001050 I Yv date 1 1} 16 JANUARY 2006 , rt Job number '01 2037.042 2FM drawn by f P�v�f r BHP, SLS checked by 7, DRM ' Y F V jf i y 6 I revisions ' ti'ild G,r I f i ! V6'9. � d; { J P IIYryV Il 1 �d ,II r r \ r, sheet title/contents +` 1 +;; , h, asp u idlall Yr. M, LANDSCAPEi t PLAN HP f 1 'I I� rr N/A r drawing number4,;r,1 r i 0 10' 20' 40' N 4 , 1r 1 = 20'-0 i rvI sheet of ?°d l� Edi rC'y� 1 , 18 r I I � ,, J1111. --- - _ - I I I iI i i I .,. :, �..J �, � � 1. ,.. I, ,.... II II LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 • Incorporated 1983 A LANDSCAPE PLANTING PLAN i = zo._o. + � �7 � ak,� r J1IIB I, III �i; lrli t -01 T{ P 1 fA , f Y�� g�lir �dY+\d k+ri 17 Mrd tli+iko , v ' xf Pgj rl +xl 'm d I M { atiy'a>rt� l�rr\hl r h YF� I+ K 3P''{l til\ Y ILII r I S x s f poi v i' ilr��l�t (w 1t,t , r i 1 ROGERS LOVELOCK NC. { ;` CITY OF SANFORD LANDSCAPE CODE ' �' 1. REQUIRED INTERNAL LANDSCAPE AREA FOR PARKING: Architecture ,rrEl,jrs MINIMUM 10% OF PARKING AREA Engineering ��' � I'�+ i ! Interior Design 2. LANDSCAPE ADJACENT TO STREETS (ARTERIALS): 145 Lincoln Avenue CANOPY TREES WITH 6"DBH PLANTED IN 2 ROWS, 1 TREE/50 FT P.O. Box 730 MINIMUM OF 4 SUB -CANOPY TREES PLANTED AT ACCESS POINTS AND INTERSECTIONS, 4 TREES/100 FT Winter Park. Florida 52790-0730 \e 3. LANDSCAPE ADJACENT TO STREETS (COLLECTORS): Telephone (407) 647-103A ( ) Teiefox (407) 829-9409 , 1 CANOPY TREE 30-40 LF OF PARCEL LINE /��IrI MINIMUM SHRUB HEIGHT 30, PLANTED 30" OR LESS O.C. AND 4 FT OR MORE BEHIND TREE TRUNKS License Number AA 0000584 License Number ES 0000829 4. OTHER STREET RIGHT-OF-WAY:mi 1 CANOPY TREE/30-40 LF project title a owner's name' 5. OTHER PARCEL LINES: CATHOLIC DIOCESE 1 CANOPY TREE /30-40 LF OF PARCEL LINE OF ORLANDO�;f`�,i�� 6. FOUNDATION LANDSCAPING: REQUIRED LANDSCAPED AREA: MINIMUM 5 FT WIDE AREA ALONG BUILDING FACADE WITH STREET RIGHT -OF --WAY v REQUIRED TREES: i, MINIMUM OF 2 ACCENT TREES OR 3 PALMS/40 LF ALONG BUILDING FACADE WITHIN LANDSCAPED AREA ALL SOULS' 7. SCREENING OF MATERIAL: I MINIMUM OF 30 FROM EXISTING GRADE AT TIME OF PLANTING, NOT TO EXCEED HEIGHT OF FT CATHOLIC COMMUNITY " CHURCH BUILDING SANFORD,FLORIDA ��ltir r+y4 I4 S YG 1 g ; seal/signature uj a I ,r- , 1' ICU+'f yyi s. QST!^ ? r14 Y J/1Gn/ Iti ' 6 { { r DEBORAH R. MONTEFERRANTE License Number kLA 0001050 I Yv date 1 1} 16 JANUARY 2006 , rt Job number '01 2037.042 2FM drawn by f P�v�f r BHP, SLS checked by 7, DRM ' Y F V jf i y 6 I revisions ' ti'ild G,r I f i ! V6'9. � d; { J P IIYryV Il 1 �d ,II r r \ r, sheet title/contents +` 1 +;; , h, asp u idlall Yr. M, LANDSCAPEi t PLAN HP f 1 'I I� rr N/A r drawing number4,;r,1 r i 0 10' 20' 40' N 4 , 1r 1 = 20'-0 i rvI sheet of ?°d l� Edi rC'y� 1 , 18 LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 ^ Fax 407.629.1165 License LC000212 • Incorporated 1983 on _ow =a ftl WX ma ff= MEMOSOD_ r _ s� DUMPSTER SCREEN SHRUB/TREE (TYP) a " SOD 0 10' 20' 40' 1" = 20'-0" ROGERS, LOVELOCK & FPJTZ, IMC. Architecture' Engineering Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 Telephone (407) 847-1039 Telefax (407) 829-9409 License Number AA 0000684 License Number EB 0000829 project title & owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD FLORIDA seal/signature a S DEBORAH R. MONTEFERRANTE License Number LA 0001050 date 16 JANUARY 2006 Job number 2037.041 drawn by BHP, SLS checked by DRM revisions I F.. , I. L. , --. .+,wrw:�xww.w. waMiMiYaii�itl,LlYaiWni r 1 . ; 4 .. ry N fl - to II h wg 2 LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 ^ Fax 407.629.1165 License LC000212 • Incorporated 1983 on _ow =a ftl WX ma ff= MEMOSOD_ r _ s� DUMPSTER SCREEN SHRUB/TREE (TYP) a " SOD 0 10' 20' 40' 1" = 20'-0" ROGERS, LOVELOCK & FPJTZ, IMC. Architecture' Engineering Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 Telephone (407) 847-1039 Telefax (407) 829-9409 License Number AA 0000684 License Number EB 0000829 project title & owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD FLORIDA seal/signature a S DEBORAH R. MONTEFERRANTE License Number LA 0001050 date 16 JANUARY 2006 Job number 2037.041 drawn by BHP, SLS checked by DRM revisions 1. I.I. - I , 1�. l� .Ill, I d -- — - -- - - -----__. �. _ _. � ��___�.-- �.. .: . �' -I � ..,. I h f 14.,1.,. - -='- - -- - - - - - - ..... - -- L--� - ISL � 1-_ , _ -- - — kl. , }}I A r N I1 x l , t i�l 0,0 ro �a F t 1F - � r 51' n#V6 C'. S �fg Y 1, t V i J+ Y k- hr IF � A ��I 7 f1 %i i2 J W ,_ V / w W V) SCREENING - SHRUBS (TYP) i I ( 4/0 I i ROG&S I.OVELOCK & FRI'T NC. I Z j Architecture t� 4 Engineering j Interior Design SCREENING 146 Lincoln Avenue f#s, P.O. Box 730 Winter Park, Florida 32790-0730 Telephone (407) 647-1039 j 6 Telefax (407) 629-9400 j License ..Number AA C000604 License Number EB 0000629 project title a owner's name I ;w t - CATHOLIC DIOCESE • OF ORLANDO k I (1 b ■ 7S I , li ALL SOULS j G CATHOLIC COMMUNITY ,1 CHURCH BUILDING RK j SANFORD, FLORIDA i "i G seal/signature • it I � I j l { DEBORAH R. MONTEFERRANTE I License Number LA 0001060 date j 16 JANUARY 2006 i, , y j Job number r ' iS 2037.04 drawn by ■ i ■ BHP, SLS i j chocked by DRM j revisions I II + I, ■ I� • sheet title/contents I ' n- `dm r, , !,. SEE SHEET LP1.6 LANDSCAPE PLANTING PLAN ■ �� i " SCALE: 1 = 20 —0 LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 Fax 407.629.1165 License LC000212 • Incorporated 1983 A I u' PFyf { I lyi F+ i g ! 7 4' ��1kAr 1{�sr s�u9 EA's A a 1 {Y� , 4' 1�PI1,§, A 1K rir/ $,iy,v. ,5 �r 1 ', ii IA�I,yai', I�9j A c x' e �d Lyi � nr^ ryr l�i''4�f1 ti 121 , yw �I X. nl I�;sxd It q 4 1 I y l:f "r tP,' 1 ' ff; II 0 y tltlC' r`'r 1 ill (I i 18 ui4, o.Il x,11 Y r yir+"d,ri 1rn 1V t11�,4, I r kYr,; x r, '+u wa M5 f TL\ d? IrrY k . ;F,4q � Illi"S�f r ff lC n r. F� IR �f 3 d v1S� 4 a d e 1gr�ggl i I Itf s 1¢: ii F� IY �J + Y5 Iry) 4 H �k {4 �1 rr APR �Fk lr1J ik+i ti' d Id �y bJr r'. C Y y Y� 4 Y� V t! y�k�� ir4e ��71'' A,4fsP 1 0 + �I ti o4; ,,;�€>�1 w, a F 1A a is�4k r%rf, �lyl+ri r. 4 r I iyi i� r11 IY; I a jF rl x, tlti �'I r. v„ d w"1 ii rg kF ; rs 3 rtt�. l�j ¢ I ' ^ J I 1 RETENTION POND w con SOD \\'' / \ \ SOD 1 / 1 , , 1 i LIMIT OF SOD SOD TA 1 � 1 SOD John: { ?� sod - LIMIT OF SOD MaiIBM LIJ WE A= owl 30A NSA %so 509 OUR Now mom VMS UXI down -12 HER Emma- mom mom owd NOW 461 w 1=3S%Li"i A 0 0 loom low 'Vfflz NEW list 3112 1001 Aoki mom jusk 104; INNS LANDSCAPE ARCHITECTS MATCHLINE A -A SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 Incorporated 1983 i MULCH � ' I f - O O / zY _ ., _„ 1 1. W / / ; 1 SOD, _ _ t PROPOSED -- CHURCH I n I s..a _- .___._..______ -- .... '- — _—� �- — -- --- -_ ,�.d„„p,. .�. ,, .,:. } r I s :i•'as s1 ��r* r1'ei` x�r r ° v?�.', u (rr ! y"tJ Lad ler i a � 1 ' 7>i fl Aad r k t orf '¢srl 1 Iwt`r vc r: LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East. Morse Blvd. Winter Park, Florida. 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 • Incorporated 1983 LANDSCAPE PLANTING PLAN scnLe. i = zo-a 4 i+:' '; yyrk ae i f�,lkr% N 4� r C ren ry i a I++I rws �r dYI S�S �sl k,y �1 tit r.l"` i get. M ytry <k artS d r 1 dtN' 43k I tl }er�e�ls i VyJ (3pQ j'. GT. til ♦,:� F pIr< 1 �k�firrltr s 1 4' i {i� 1 d � 4y o-wl �}itlr lz !i wr; M1 yl V x ya I I 1 k �t i ti r" �t Y t ' �f rt C Ti yk 5i �If}' �I VIII}yl fey xa GY I�1F ��tiN�f 3' f F. r17�, Y il, ri Ydi dY MII�Ct kl' YFY.1V rr + kf, bl9,�trri, pf F d k tk M1Y!I } 1i f Ik17 M1�tr " rI G 1 (r a' � v tl kik � p"� 17 xo 's n ��Yat wt }dAllJj � ,r! 1 7 t{al CilA - Jl C 4;� ' �tt h1SG!f iii Y 1A t J d y ly Yr[YG �t >vf ti k 4 �r akf�t I' 5R U. Ila�.lt°N I lV 117:� 4 �ry 10, t 1 II�-alJ '0fv.f Iklr�(Ifit: M1, t I is M ry 1.i yf n 7 OM1" �I G � r d ,.4 t1 ,.Al sE: I A Y Al 111111 1 I "`�J If i� i if Sd IS d Y„ y1y M"Y ��lk 4 Eq;l. I yu tN{ kFj a ahst $ r, jIf11 ki, Al- , ,. ___ _ _ ;. MULCH � ' I f - O O / zY _ ., _„ 1 1. W / / ; 1 SOD, _ _ t PROPOSED -- CHURCH I n I s..a _- .___._..______ -- .... '- — _—� �- — -- --- -_ ,�.d„„p,. .�. ,, .,:. } r I s :i•'as s1 ��r* r1'ei` x�r r ° v?�.', u (rr ! y"tJ Lad ler i a � 1 ' 7>i fl Aad r k t orf '¢srl 1 Iwt`r vc r: LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East. Morse Blvd. Winter Park, Florida. 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 • Incorporated 1983 LANDSCAPE PLANTING PLAN scnLe. i = zo-a 4 i+:' '; yyrk ae i f�,lkr% N 4� r C ren ry i a I++I rws �r dYI S�S �sl k,y �1 tit r.l"` i get. M ytry <k artS d r 1 dtN' 43k I tl }er�e�ls i VyJ (3pQ j'. GT. til ♦,:� F pIr< 1 �k�firrltr s 1 4' i {i� 1 d � 4y o-wl �}itlr lz !i wr; M1 yl V x ya I I 1 k �t i ti r" �t Y t ' �f rt C Ti yk 5i �If}' �I VIII}yl fey xa GY I�1F ��tiN�f 3' f F. r17�, Y il, ri Ydi dY MII�Ct kl' YFY.1V rr + kf, bl9,�trri, pf F d k tk M1Y!I } 1i f Ik17 M1�tr " rI G 1 (r a' � v tl kik � p"� 17 xo 's n ��Yat wt }dAllJj � ,r! 1 7 t{al CilA - Jl C 4;� ' �tt h1SG!f iii Y 1A t J d y ly Yr[YG �t >vf ti k 4 �r akf�t I' 5R U. Ila�.lt°N I lV 117:� 4 �ry 10, t 1 II�-alJ '0fv.f Iklr�(Ifit: M1, t I is M ry 1.i yf n 7 OM1" �I G � r d ,.4 t1 ,.Al sE: I A Y Al 111111 1 I "`�J If i� i if Sd IS d Y„ y1y M"Y ��lk 4 Eq;l. I yu tN{ kFj a ahst $ r, m LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 a Incorporated 1983 OALANDSCAPE PLANTING PLAN scnLE. 1 = zo-a :v l I+i- d NVi� r „id l+✓a ,,;; PV 4( ,:t, a;4"rt.''a �:s k, yi'4 "t� Y i; r62 ",u3.{u��rx a}�ll A;,i °,Fj Su {s Y'4 .� ��, ^' MY IF1e:5 �11i�;?{Ay Ydjk r±l51� IYA 57Y�i �11Y'YnkV h9�^t �31ifVyF85.iFkM Y Y?"i, �4 MY� a 2 y�°+¢ a ■ k i i I $ r I■ i C5 m i e f 181 I€E Ii I j• ij I� w3 RK j 4 j w ■S E I� Ij ell ■ 1 LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 a Incorporated 1983 OALANDSCAPE PLANTING PLAN scnLE. 1 = zo-a :v l I+i- d NVi� r „id l+✓a ,,;; PV 4( ,:t, a;4"rt.''a �:s k, yi'4 "t� Y i; r62 ",u3.{u��rx a}�ll A;,i °,Fj Su {s Y'4 .� ��, ^' MY IF1e:5 �11i�;?{Ay Ydjk r±l51� IYA 57Y�i �11Y'YnkV h9�^t �31ifVyF85.iFkM Y Y?"i, �4 MY� a 2 y�°+¢ a ya` 0' 181 i A y r"µ ry6I µ, vl� ld 1§ i A i� d.R �µ r 0 10' 20' 40' 1" = 20'-0 GENERAL LANDSCAPE NOTES: 1. GRADE STANDARDS AND QUALITY: PROVIDE QUALITY, SIZE, GENUS, SPECIES, AND VARIETY OF EXTERIOR PLANTS ,INDICATED, COMPLYING WITH APPLICABLE REQUIREMENTS. ALL PLANTS SHALL BE NURSERY GROWN AND SHALL COMPLY WITH ALL REQUIRED INSPECTION, GRADING STANDARDS AND PLANT REGULATIONS AS SET FORTH IN ANSI Z60.1, "AMERICAN STANDARD FOR; NURSERY STOCK", THE FLORIDA DEPARTMENT OF AGRICULTURE "GRADES AND STANDARDS FOR NURSERY PLANTS" LATEST EDITION INCLUDING REVISIONS, AND THE LOCAL EXTENSION AGENCY. NO EXCEPTIONS, OTHER MATERIALS WILL BE REJECTED. ANY DISPUTE OVER GRADE OF A PLANT(S) SHOULD BE CALLED TO THE ATTENTION OF THE DIVISION OF PLANT INDUSTRY. 2. REFER TO SPECIFICATION FOR FURTHER SUPPORTING INFORMATION. 3. SOD: ARGENTINE BAHIA QUALITY SOD WITH NO WEEDS, SODDED SOLID THROUGHOUT PROJECT EXCEPT WITHIN PLANTING BEDS. 4. MULCH: PINE BARK MULCH, IN ALL PLANTING BEDS, INSTALL @ 3 THICKNESS FREE OF FOREIGN < MATERIALS. 5. TREE RINGS: 4' DIAMETER AROUND ALL EXISTING AND NEW TREES PLANTED IN SODDED AREAS WITH MULCH COVER ® 3" THICKNESS. 6. PLANT QUANTITIES: THE LANDSCAPE CONTRACTOR TO PROVIDE AND SUBMIT OWN MATERIAL QUANTITIES TO CONTRACTING OFFICER. VERIFY THE APPROXIMATE QUANTITY ON THE PLANTING LEGEND. SUBMIT BID ON PLAN NOT THE LEGEND. LEGEND IS FOR REFERENCE ONLY. NO EXCEPTIONS. 7. TREE GUYING/STAKING: STAKE ALL TREES WITH ARROW SHAPED ANCHOR KITS APPROPRIATE TO TREE SIZE. STAKE ALL TREES STRAIGHT AND PLUM. REFER TO DETAIL. 8. WATERING: THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATING A 90 DAY WATERING SCHEDULE FOR ALL NEW PLANT MATERIAL TO INSURE OPTIMAL PLANT GROWTH. COORDINATE SCHEDULE WITH NEW ` IRRIGATION IF APPLICABLE OR CONTRACTOR IS RESPONSIBLE TO MANUALLY WATER UNTIL THE END OF THE ESTABLISHMENT PERIOD. 9. MAINTENANCE: BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL FINAL ACCEPTANCE. LANDSCAPE PLANTING NOTES: 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MATERIALS AND ALL WORK AS CALLED FOR IN THE PLANS AND SPECIFICATIONS. BRING PROBLEMS TO THE ATTENTION OF THE OAR (OWNER'S AUTHORIZED REPRESENTATIVE) PRIOR TO ACTION. 2. THE LANDSCAPE CONTRACTOR SHALL REVIEW ALL OTHER PLANS TO BECOME THOROUGHLY FAMILIAR WITH SURFACE AND SUBSURFACE UTILITIES. NO WORK IS TO INTERFERE WITH EXISTING UTILITIES OR DRAINAGE PATTERNS. THE LANDSCAPE CONTRACTOR IS TO PROVIDE ALL PLANTING AREAS WITH ADEQUATE VERTICAL DRAINAGE. VERTICAL DRILLING THROUGH ANY COMPACTED FILL TO NATIVE SOIL SHALL BE ACCOMPLISHED WITHIN THIS CONTRACT TO AID DRAINAGE, IF NECESSARY. 3. ALL SOIL IS TO BE TILLED TO A DEPTH OF 12 MINIMUM. REMOVE STONES MEASURING OVER1" IN ANY DIMENSION. REMOVE STICKS. � , STONES, RUBBISH, AND OTHER EXTRANEOUS MATTER. 4. THE LANDSCAPE CONTRACTOR IS TO VERIFY THAT THERE IS GOOD SOIL WATER FILTRATION AND ADEQUATE PERCOLATION IN WRITING TO THE OAR (OWNER'S AUTHORIZED REPRESENTATIVE) PRIOR TO ANY PLANTING AND IRRIGATION _ WORK. WATER MUST BE ABLE TO PENETRATE AND MOVE THROUGH SOIL; ONE—INCH PER 3 HOURS IS MINIMUM. 5. NO TREES SHALL BE INSTALLED WITHIN UTILITY CORRIDORS. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL CORRIDORS IN THE AREAS OF ANY PLANTINGS. THE LANDSCAPE CONTRACTOR IS REQUIRED TO HAVE UTILITY LINES LOCATED AND ,FLAGGED BEFORE PLANTING TO AVOID DAMAGE. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AS A RESULT OF HIS WORK; THE LANDSCAPE CONTRACTOR SHALL CONTACT APPLICABLE UTILITY COMPANIES PRIOR TO ANY EXCAVATION 'WITHIN LIMITS OF WORK. 6. THE LANDSCAPE CONTRACTOR SHALL REMOVE TRASH AND ALL DEAD AND DISEASED EXISTING VEGETATION ' SHALL BE REMOVED FROM THE SITE. COORDINATE THIS WORK WITH THE OAR (OWNER'S AUTHORIZED REPRESENTATIVE) PRIOR TO ACTION. 7. PROVIDE THE OAR (OWNER'S AUTHORIZED REPRESENTATIVE) WITH SAMPLES OF ALL PLANT MATERIALS FOR APPROVAL PRIOR TO PLANTING INSTALLATION. SUBMIT PHOTO SUBMITTAL FOR ALL SPECIES AND SIZES OF PLANT MATERIALS, WITH LIST OF SUPPLIES PRIOR TO ANY ON-SITE INSPECTION OF PLANT SAMPLES. SPECIFIED PLANT AND TREE SIZES, INCLUDE THE ROOTBALL/CONTAINER IN PHOTO. 8. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT ALL TREES ARE MAINTAINED STRAIGHT AND PLUMB. 9. PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT MEETING MINIMUM SPECIFICATIONS SHALL BE REMOVED AND REPLACED AT THE LANDSCAPE CONTRACTOR'S EXPENSE. SIZE PLANT ACCORDINGLY TO MEET SPECIFICATIONS. 10. ALL CONTAINER SIZES AND TREE CALIPER SIZES NOTED ARE MINIMUM. INCREASE SIZES IF NECESSARY TO PROVIDE PLANT HEIGHT AND SPREAD PER THE SPECIFICATION. 11. ALL AREAS DISTURBED BY CONSTRUCTION AND INSTALLATION WHICH IS NOT DESIGNATED AS PLANTING BEDS OR TREE MULCH AREAS SHALL BE SODDED UNLESS NOTED ON THE ENGINEERING PLANS. REFER TO ENGINEERING PLANS FOR SITE LIMITS :OF WORK. NOTE TO CONTRACTOR: LANDSCAPE ARCHITECT ESTIMATED QUANTITIES AS SHOWN ON PLANS ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE LANDSCAPE CONTRACTOR TO PROVIDE AND SUBMIT OWN_ MATERIAL QUANTITIES TO THE CONTRACTING OFFICER. THE LANDSCAPE CONTRACTOR TO VERIFY QUANTITIES, SIZE AND AVAILABILITY FOR BIDDING PURPOSES, AND NOTIFY CONTRACTING OFFICER' IMMEDIATELY OF ANY DISCREPANCIES. PROVIDE AVAILIBILITY LIST WITH VENDORS TO THE CONTRACTING OFFICER AND SUBMIT WITH BID PROPOSAL. BID ESTIMATE ON COMPLETE PLANT SPECIFICATION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. LANDSCAPE ARCHITECTS SITE ;PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 • Incorporated 1983 w:St,x`r`��i 4tr ` t a l axty PLANT LEGEND Ilia TREES ROGERS, LOVELOCK & FRIT7q IPIC. APPROX. Architecture En SYM. 'QNTY. 'COMMON & LATIN .NAME SIZE & SPECIFICATIONS (MINIMUM) Engineering g Interior Design LI 14 LAGERSTROEMIA INDICA, MUSKOGEE B&B; 10'-12' HT. X 6'-8' SPR.; 2 1/2" CAL. 145 Lincoln Avenue (LAVENDER CRAPE) P.O. Box 730 Winter Park, Florida 32790-0730 LL 2 LIGUSTRUM LUCIDUM, LIGUSTRUM TREE B&B; 8'-10' HT X 6'-8' SPR.; 5' C.M.T.; SYMMETRICAL Telephone (407) 047-1039 Telefax (407) 829-9409 LS 6 LIQUIDAMBAR STYRACIFLUA, SWEETGUM B&B; 12'-15' HT. X 5' SPR.; 3-1/2 CAL. 'PALO ALTO' License Number AA C000684 License Number EB 0000829 QS 4 QUERCUS SHUMARDII, SHUMARD RED OAK B&B; 10'-12' HT.; 5'-5 1/2' SPR.; 3 1/2" CAL.; project title a owner's' name 5' C.T. QV 66 QUERCUS VIRGINIANA, LIVE OAK B&B; 1 1'-12' HT.; 6'-7' SPR.; 3 1/2" CAL.; CATHOLIC DIOCESE 5 1/2' C.T. OF ORLANDO QV1 12 QUERCUS VIRGINIANA, LIVE OAK B&B; 20'-28' HT.; 10'-11' SPR.; 6" D.B.H. SP 12 SABAL PALMETTO, SABAL PALM SEE PLANS & NOTES; 3/4 BOOTED TRUNKS; CT HEIGHTS SHRUBS, GROUNDCOVER & VINES ALL SOULS APPROX. CATHOLIC COMMUNITY SYM. QNTY. COMMON & LATIN NAME SIZE & SPECIFICATIONS (MINIMUM) CHURCH ;BUILDING SANFORD. FLORIDA MI 206 MORAEA IRIDIODES, WHITE AFRICAN IRIS 1 GAL.; 12" HT.; 9-11 PIPS/CLUMP; 36" O.C. PC 48 PLUMBAGO CAPENSIS, PLUMBAGO 3 GAL.; 24"-30" HT. X 24"-30" SPR.; 5' O.C. seal/signature PS 12 PHILODENDRON SELLOUM, SPLIT LEAF PHILO 3 GAL.; 30" HT. X 20" SPR.; 5 LEAF MIN. SR 620 SETCREASEA PALLIDA, PURPLE QUEEN 1 GAL.; FULL PLANT; 18" O.C. VS 825 VIBURNUM SUSPENSUM, SANDANKWA 3 GAL.; 24 HT. X 18 SPR.; 30 O.C. VIBURNUM ABBREVIATIONS: DEBORAH R. MONTEFERRANTE License Number LA 0001050 date B= BOOTED TRUNK; B&B= BALLED AND BURLAPPED; CAL.= CALIPER; C.M.T.= CLEAR MULTI -TRUNK CN= CANE; C.S.T.= CLEAR SINGLE TRUNK; C.T.= CLEAR TRUNK; D.B.H.= DIAMETER AT BREAST HEIGHT; F.T.P.= FULL TO POT; GW= GREAY WOOD; HT.= HEIGHT; 1 • PPP= PLANTS PER POT; SPR.= JANUARY o o 6 O.C.— ON CENTER; O.A.— OVER ALL, SPREAD; , S.T.= SINGLE TRUNK. I lob number 2037.04 drawn by GENERAL PALM NOTES BHP 2 SLS checked by 1. ALL PALMS: p R M A. ALL PALMS SHALL COMPLY WITH TRUNK & ROOTBALL SIZE AND GRADING STANDARDS AS SET FORTH IN "GRADES AND STANDARDS FOR NURSERY PLANTS", LATEST EDITION INCLUDING REVISIONS. NO EXCEPTIONS, OTHER MATERIALS WILL BE REJECTED. revisions B. HEIGHTS IDENTIFIED ON PLAN ARE CLEAR TRUNK HEIGHTS. B. PLANT PALMS STRAIGHT AND PLUMB. REFER TO DETAIL FOR PROPER INSTALLATION AND STAKING. C. BATTEN ALL PALMS ACCORDING TO' THEIR SIZE. D. SUBMIT QUANTITIES AND SIZES OF ALL PALMS TO THE CONTRACTING OFFICER IN WRITING FOR APPROVAL PRIOR TO INSTALLATION. 2. SABAL PALMS: A. "HURRICANE CUT" ALL SABAL PALMS OF ALL FRONDS EXCEPT LEAF BUD. DO NOT CUT LEAF BUD. B. FRONDS IMMEDIATELY AROUND LEAF BUD TO BE CUT AT RACHIS AND LEFT AT HEIGHT OF LEAF BUD FOR PROTECTION. C. IF LEAF BUD . HAS FULLY OPENED, CUT LEAFLET IN HALF. D. PROVIDE 40% BOOTED TRUNKS. TAG KEYS QB PLANT NAME 12 QUANTITY sheet title/contents LANDSCAPE NOTES AND SCHEDULE N/A drawing number LP2M1 sheet of :... '.: .. ') .III... i. " 1 . .. ,,, ? 1 r C ,I LIaI u1,: I I 1 t I L L,I I J L C Bi I Ik I� I I III I I. .._1.1..1-- �� L I I l I. 1 ---- ---- ---1 _: L JL . _... J .l _ LL . ..._�:::_��I —_ _ a .w r I ' ..:,a,w.,,..,:._:......,....��.:.......v:,_.......:..�:w _ . , , 4:;. °.�' NOTE: C7ecTE` KI Tr) TRE (50 FLAGGING TAPE a°M�ID USE BLUE OR OTHE �o BRIGHT COLOR° 0 0° �° MULTI—TRUNK TREE 00.0 MUl 3' (CC 4" SAL RET SMALL TREE PLANTING METHOD NTS CONNECT (2) -W/2 DOUBLE HEAVY DUTY PLACES TIES OF 3/4" (19mm) DIA. GREEN PLASTIC HOSE --- 2"x2" (50mm STAKES (2) OF TREE ABOVE FINISH GRADE X 50mm) @ 2/3 HEIGHT GRADE PREPARED TO SPECIFICATIONS. SOIL MIX. REFER 6" (150mm) COMPACT PREPARED SOIL MIX TO PREVENT SETTLEMENT OTHERWISE SPECIFIED. DO NOT CUT LEAF BUD. 2. BUD SHALL BE PERPENDICULAR TO 0 NOTE: ,P Q® ° o OD o o SET TREE PLUMB TREES LARGER THAN 3 08 0 fOD 0 Q� ° QPRIOR TO GUYING (90mm) CALIPER oo Q GD o o Go ° 0 s o o 0 c0 0 8CID ® o (2 EA.), 1/8" (3) CABLE 80 8 0 8 CLAMPS 00o afl o 8 0 Q� o ° 3/16 (4.8mm) GALV. °° ° Qo 0 o AIRCRAFT CABLE o ° o � 00 0 0 0 FLAGGING TAPE — 8OD 0 8 °° g° USE BLUE OR OTHER ° o BRIGHT COLOR Q o 0° 0 21 (500mm) HOSE MULCH (COMPACTED) 8OD CIDCHAFING WITHIN 4' (1.2M) OF CID ° Q� o TREE RING TURNBUCKLES GALVANIZED PREPARED TOPSOIL REMOVE WIRE AND FABRIC BURLAP FROM TRIANGULAR STAKING �: ROOT BALLS PRIOR METAL ANCHOR PER TO PLANTING MANUFACTURER. WATER RING FINISH GRADE VARIES f , PREPARED SOIL MIX. REFER TO SPECIFICATIONS. �. UNDISTURBED ROUGHEN SIDES OF SOIL PIT BEFORE PLANTING 40.0 x 2x 6" (1 50mm) COMPACT PREPARED SOIL MIX TO NOTE: PREVENT SETTLEMENT FOR PARKING LOT ISLANDS AND PLANTERS, INSTALL STAKING SYSTEM AT A STEEPER ANGLE, IF NECESSARY, TO ACCOMMODATE NARROW AREAS. LARGE TREE PLANTING METHOD r3*"� LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 Fax 407.629.1165 License LC000212 . Incorporated 1983 NTS PLANT MULCH PLANT VEGETATION 24" MIN. FROM LOCATIONS (COMPACTED) \ 40EDGE OF PAVEMENT OR STRUCTURE. TYPICAL PLANT SPACING FINISH GRADE' 3" BELOW TOP 3 OF PAVEMENT SHRUB ROOTBALL EQUALate- �PREPARED SOIL MIX. REFER TO SPECIFICATIONS. _ EQUAL I z,,.. m - V V: 6 (1 50mm) COMPACT - PLANTING MIX TO PAVEMENT (TYP). REFER TO CIVIL PREVENT SETTLEMENT EQUAL PLANS. 6,. 6,' mmm (1 50mm) (150mm) NOTES: TRIANGULAR SPACING 1. USE TRIANGULAR SPACING. USE SQUARE SPACING ONLY IN TIGHT AREAS. 2. PLANT PIT TO BE TWICE THE SHRUB PLANTING METHOD 2 SIZE OF THE ROOTBALL NTS L2.2 ROGERSs LOVELOCK A FRIT4 INC. Architecture' Engineering Interior Design 146 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 Telephone (407) 647-1039 Telefax (407) 629-9409 License Number AA C0006e4 License Number EB 0000329 project titled owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD FLORIDA seal/signature Off° DEBORAH R. MONTEFERRANTE License Number LA 0601060 date 16 JANUARY 2006 Job number 2037.04 drawn by BHP SLS checked by DRM revisions NOTES: HURRICANE CUT SABAL PALMS 1. ALL SABAL PALMETTO PALMS SHALL HAVE 1. ALL SABAL PALMS TO BE "HURRICANE STRAIGHT TRUNKS WITHOUT CURVES UNLESS CUT" OF ALL FRONDS BUT LEAF BUD. OTHERWISE SPECIFIED. DO NOT CUT LEAF BUD. 2. BUD SHALL BE PERPENDICULAR TO 2. FRONDS IMMEDIATELY AROUND LEAF GROUND PLANE. SECURE BATTENS WITH BUD TO BE CUT AT RACHIS AND LEFT AT LEAF BUD 2.9" (74) HIGH CARBON STEEL BANDS TO HEIGHT OF LEAF BUD FOR PROTECTION. HOLD BATTENS IN PLACE DURING PLANTING 3. IF LEAF BUD HAS FULLY OPENED, RACHIS PROCESS. DO NOT NAIL BATTENS TO PALM. CUT LEAFLET IN HALF. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR BASE OF ADEQUATE BRACING (TO CONTRACTOR'S DISCRETION). LEAF BUD 5 LAYERS OF BURLAP 6 EA.) 2"x4%16" 50 X 100 X 400) YJ WOOD BATTENS of TOE NAIL TO BATTENS Cr _r k STEEL BAND J 3 EA. MIN. 2x4 (50 X 100) p ---" WOOD BRACES WITH FLAGGING z MULCH OR IN SOD AREAS, SOD TO PALM TRUNK a 2"X4"X30" (50 X 100 X 750) WOOD STAKES CO FINISH GRADE BERM TO -HOLD WATER 12"k �,; 6„ (150) HT. TO BE REMOVED F ,' E: 711 AFTER ONE MONTH J MIN. FILL AROUND BALL WITH 6„ (150) CLEAN SAND 6”150 ( )1111o, [ i 6 (150) DEPTH OF 2/3 COURSE SAND AND 1/3 EXCAVATED SOIL; THE BOTTOM OF THE PLANT PIT SHALL BE TAMPED PRIOR TO THE SETTING OF TREE TO PREVENT SETTLEMENT. SABAL PALM SINGLE TRUNK PLANTING METHOD 4 NTS L2.2 ROGERSs LOVELOCK A FRIT4 INC. Architecture' Engineering Interior Design 146 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 Telephone (407) 647-1039 Telefax (407) 629-9409 License Number AA C0006e4 License Number EB 0000329 project titled owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD FLORIDA seal/signature Off° DEBORAH R. MONTEFERRANTE License Number LA 0601060 date 16 JANUARY 2006 Job number 2037.04 drawn by BHP SLS checked by DRM revisions .. .. ..... LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd, Winter Park, Florida 32789 Phone 407.629.1163 - Fax 407.629.1165 License LC000212 - Incorporated 1983 n ....... . ... sL . . ... ... .... f - ---- ---- ... . . . ........... ....... . . --­ f - ­ GAS a Sm VAS 6 GAS �AS SEE SHEET LP3.2 A-� IRRIGATION PLAN H ) SCALE: 1 " = 20,-0" MR. �NK u=n-N NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE INSTALLATION OF ALL PHASES RELATED TO THE IRRIGATION SYSTEM WITHIN LIMITS OF WORK. 2. THE CONTRACTOR SHALL RUN ALL COMMUNICATION WIRE, CONDUIT, VALVE WIRES, AND CONTROL VALVES TO THE POINT REQUIRED, CAP LINES, AND TIE INTO EXISTING LINES AS REQUIRED. 3. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN FIELD CONDITIONS, TO COMPLY WITH SAFETY SETBACK CRITERIA, OR AS OTHERWISE DIRECTED OR APPROVED BY THE OAR (OWNER'S AUTHORIZED REPRESENTATIVE). 4. CONTRACTOR'S RESPONSIBILITY FOR ANY DAMAGE TO UTILITIES AS A RESULT OF HIS WORK, CONTRACTOR SHALL CONTACT APPLICABLE UTILITY COMPANIES PRIOR TO ANY EXCAVATION WITHIN LIMITS OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COSTS OF ANY DAMAGE CAUSED BY HIS WORK OR OTHER SITE FEATURES. 5. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE AND VERIFY ALL SLEEVE LOCATIONS WITH THE CIVIL ENGINEER. SLEEVE INFORMATION IS THEN FORWARDED TO THE OAR (OWNER'S AUTHORIZED REPRESENTATIVE). 6. ALL TREE SPRAY HEADS ARE TREE BUBBLERS. 7. SEE ADDITIONAL NOTES ON SHEET LP4.1, LP4.2, IRRIGATION DETAILS. IRRIGATION NOTES: 1. WATER SOURCE WILL BE RECLAIM WATER SYSTEM. TOTAL AREA (SF) TO BE IRRIGATED: 28,800 SF. WATER USAGE FOR ONE—INCH OF WATER: 17,225 GALLONS. METHOD OF APPLICATION: SPRAY HEADS AND TREE BUBBLERS. 2. CONNECT TO EXISTING RECLAIM WATER LINE. I 0 10' 20' 40' 119 = 201-0ll ............. .. ... . _1J, D�JIIL,]�11111L 11 1�' dil 1_U1dV_kf I 1� . .... .. .. ..... LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd, Winter Park, Florida 32789 Phone 407.629.1163 - Fax 407.629.1165 License LC000212 - Incorporated 1983 n ....... . ... sL . . ... ... .... f - ---- ---- ... . . . ........... ....... . . --­ f - ­ GAS a Sm VAS 6 GAS �AS SEE SHEET LP3.2 A-� IRRIGATION PLAN H ) SCALE: 1 " = 20,-0" MR. �NK u=n-N NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE INSTALLATION OF ALL PHASES RELATED TO THE IRRIGATION SYSTEM WITHIN LIMITS OF WORK. 2. THE CONTRACTOR SHALL RUN ALL COMMUNICATION WIRE, CONDUIT, VALVE WIRES, AND CONTROL VALVES TO THE POINT REQUIRED, CAP LINES, AND TIE INTO EXISTING LINES AS REQUIRED. 3. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN FIELD CONDITIONS, TO COMPLY WITH SAFETY SETBACK CRITERIA, OR AS OTHERWISE DIRECTED OR APPROVED BY THE OAR (OWNER'S AUTHORIZED REPRESENTATIVE). 4. CONTRACTOR'S RESPONSIBILITY FOR ANY DAMAGE TO UTILITIES AS A RESULT OF HIS WORK, CONTRACTOR SHALL CONTACT APPLICABLE UTILITY COMPANIES PRIOR TO ANY EXCAVATION WITHIN LIMITS OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COSTS OF ANY DAMAGE CAUSED BY HIS WORK OR OTHER SITE FEATURES. 5. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE AND VERIFY ALL SLEEVE LOCATIONS WITH THE CIVIL ENGINEER. SLEEVE INFORMATION IS THEN FORWARDED TO THE OAR (OWNER'S AUTHORIZED REPRESENTATIVE). 6. ALL TREE SPRAY HEADS ARE TREE BUBBLERS. 7. SEE ADDITIONAL NOTES ON SHEET LP4.1, LP4.2, IRRIGATION DETAILS. IRRIGATION NOTES: 1. WATER SOURCE WILL BE RECLAIM WATER SYSTEM. TOTAL AREA (SF) TO BE IRRIGATED: 28,800 SF. WATER USAGE FOR ONE—INCH OF WATER: 17,225 GALLONS. METHOD OF APPLICATION: SPRAY HEADS AND TREE BUBBLERS. 2. CONNECT TO EXISTING RECLAIM WATER LINE. I 0 10' 20' 40' 119 = 201-0ll i LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 - Incorporated 1983 ffkq 0 10' 20' 40' 1„ = 201-01' TREE BUBBLERS (T ) a V ro n w w LLL Ln LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 - Incorporated 1983 SEE SHEET LP3.5 IRRIGATION PLAN �`)SCALE: 1 " = 20'-0" i b r X � t TREE BUBBLERS (T ) a V ro n w w LLL Ln LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 - Incorporated 1983 SEE SHEET LP3.5 IRRIGATION PLAN �`)SCALE: 1 " = 20'-0" i, J Y i, 1: IY' 4:� ftUfi� NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO ;COORDINATE THE ROGERS, LOVELOCK & FRITZ, W. INSTALLATION OF ALL PHASES RELATED TO THE IRRIGATION SYSTEM WITHIN LIMITS OF WORK. Architecture Engineering 2. THE CONTRACTOR SHALL RUN ALL COMMUNICATION WIRE, CONDUIT, VALVE Interior Design WIRES, AND CONTROL VALVES TO THE POINT REQUIRED, CAP LINES, AND TIE INTO EXISTING LINES AS REQUIRED. 145 Lincoln Avenue P.O. Box 730 3. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN WinterPark, Florida 32790-0750 FIELD CONDITIONS, TO COMPLY WITH SAFETY SETBACK CRITERIA, OR AS Telephone (407) 847-1039 OTHERWISE DIRECTED OR APPROVED BY THE OAR (OWNER'S AUTHORIZED Teletex (407) 829-9409 REPRESENTATIVE). License Number AA 0000584 License Number' EB 0000829 4. CONTRACTOR'S RESPONSIBILITY FOR ANY DAMAGE TO UTILITIES AS A RESULT OF HIS WORK, CONTRACTOR SHALL CONTACT APPLICABLE UTILITY protect title a owner's name COMPANIES PRIOR TO ANY EXCAVATION WITHIN LIMITS OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COSTS OF ANY CATHOLIC DIOCESE DAMAGE CAUSED BY HIS WORK OR OTHER SITE FEATURES. OF ORLANDO 5. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE AND VERIFY ALL SLEEVE LOCATIONS WITH THE CIVIL ENGINEER. SLEEVE INFORMATION IS THEN FORWARDED TO THE OAR (OWNER'S AUTHORIZED REPRESENTATIVE). 6. ALL TREE SPRAY HEADS ARE TREE BUBBLERS. 7. SEE ADDITIONAL NOTES ON SHEET LP4.1, LP4.2, IRRIGATION DETAILS. ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA seal/signature b DEBORAH R. MONTEFERRANTE License Number: LA 0001050 date 16 JANUARY 2006 job number 2037.04 drawn by BHP checked by N 0 10' 20' 40' 1" = 20,-0„ DRM revisions i b r ! i3 1 [ I a � I i Xr ,i In i r I J X ! � I 1. i i f �T ` X i n H n f r 4 ( i ( w a• � t 3 X � I j E X I �t f � a I H j ! X TREE BUBBLERS I ! ' (TY P) • Nz !' ,x I 1 1 ` titi ! �Y 1, wv i, J Y i, 1: IY' 4:� ftUfi� NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO ;COORDINATE THE ROGERS, LOVELOCK & FRITZ, W. INSTALLATION OF ALL PHASES RELATED TO THE IRRIGATION SYSTEM WITHIN LIMITS OF WORK. Architecture Engineering 2. THE CONTRACTOR SHALL RUN ALL COMMUNICATION WIRE, CONDUIT, VALVE Interior Design WIRES, AND CONTROL VALVES TO THE POINT REQUIRED, CAP LINES, AND TIE INTO EXISTING LINES AS REQUIRED. 145 Lincoln Avenue P.O. Box 730 3. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN WinterPark, Florida 32790-0750 FIELD CONDITIONS, TO COMPLY WITH SAFETY SETBACK CRITERIA, OR AS Telephone (407) 847-1039 OTHERWISE DIRECTED OR APPROVED BY THE OAR (OWNER'S AUTHORIZED Teletex (407) 829-9409 REPRESENTATIVE). License Number AA 0000584 License Number' EB 0000829 4. CONTRACTOR'S RESPONSIBILITY FOR ANY DAMAGE TO UTILITIES AS A RESULT OF HIS WORK, CONTRACTOR SHALL CONTACT APPLICABLE UTILITY protect title a owner's name COMPANIES PRIOR TO ANY EXCAVATION WITHIN LIMITS OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COSTS OF ANY CATHOLIC DIOCESE DAMAGE CAUSED BY HIS WORK OR OTHER SITE FEATURES. OF ORLANDO 5. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE AND VERIFY ALL SLEEVE LOCATIONS WITH THE CIVIL ENGINEER. SLEEVE INFORMATION IS THEN FORWARDED TO THE OAR (OWNER'S AUTHORIZED REPRESENTATIVE). 6. ALL TREE SPRAY HEADS ARE TREE BUBBLERS. 7. SEE ADDITIONAL NOTES ON SHEET LP4.1, LP4.2, IRRIGATION DETAILS. ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA seal/signature b DEBORAH R. MONTEFERRANTE License Number: LA 0001050 date 16 JANUARY 2006 job number 2037.04 drawn by BHP checked by N 0 10' 20' 40' 1" = 20,-0„ DRM revisions p ,, i...:l I p pI I l : I (, J Ll L :I � LII l I -- .� � . r r r�, r; l o7vi,,nl ?1 rpt SIDEWALK, CURB SPRINKLER -NOZZLE I I FINISH RADIUS GRADE 'a3 I - -- ASSEMBLY FLEX PIPE USE 12 1800-15F ON SPRAY HEADS PVC STREET ELL 36 ON FOTORS 15' MIN. 18 (450) LENGTH PVC TEE SXSXS OR ELBOW 1800-15TQ LATERAL LINE 2,8 15' THREE QTR. HEAD DETAIL far. ANTS 1800-15TT 2.5 15' TWO THIRD GALV. NIPPLE GALV. 90 1800-15H GALV. 1.9 UNION 12"(300) HALF o GROUND 1800-15Q LEVEL GALV. 90 /DOUBLE CHECK VALVE ONE THIRD BACKFLOW PREVENTER F d. GALVANIZED PIPE co ADAPT TO CLASS 200 PVC QUARTER TO METER KFLOW PREVENTER 1800-15EST IBAC r pp' C END STRIP IH 1800-15CST 1.2 4' X 30' CENTER STRIP J 1800-15CST-B .50 5' STRIP BUBBLER ~�5 1800 -10F -LA 1.6 10' LOW FULL L 1800-17SST 1.7 9' X18' SIDE STRIP M 1800-15SST 1.2 4' X 30' SIDE STRIP N 1800-12H 1.2 12' LOW GALLONAGE P 1800 -10T -LA E 10' LOW ONE THIRD R 1800 -10Q -LA .39 10' LOW QUARTER S 1800 -10H -LA ,79 10' LOW HALF T 1800 -8H -FLT .79 8' FLAT HALF I; U 1800 -8Q -FLT ,39 8' FLAT QUARTER V 1800 -8T -FLT .52 8' FLAT THREE QTR. W 1800 -5F1 -B 1.5 5' STREAM BUBBLER X 1800-5CST-B .50 5 STRIP BUBBLER Y 1800 -5H -B 1.0 5' HALF BUBBLER Z 1800-15VAN VARIES 15' ADJUSTABLE If 7 �4 a Pif!, ,tv by M! 6 #pp SIDEWALK, CURB SPRINKLER -NOZZLE ETC. 6"(150) SEE .CHART FINISH RADIUS GRADE 'a3 BODY ASSEMBLY FLEX PIPE USE 12 1800-15F ON SPRAY HEADS PVC STREET ELL 36 ON FOTORS 15' MIN. 18 (450) LENGTH PVC TEE SXSXS OR ELBOW 1800-15TQ LATERAL LINE 2,8 15' THREE QTR. HEAD DETAIL ANTS 1800-15TT 2.5 15' TWO THIRD GALV. NIPPLE GALV. 90 1800-15H GALV. 1.9 UNION 12"(300) HALF o GROUND 1800-15Q LEVEL GALV. 90 /DOUBLE CHECK VALVE ONE THIRD BACKFLOW PREVENTER F d. GALVANIZED PIPE co ADAPT TO CLASS 200 PVC QUARTER TO METER KFLOW PREVENTER 1800-15EST IBAC .61 C END STRIP LANDSCAPE ARCHITECTS SITE PLANNERS AND LANDSCAPE ARCHITECTS 135 East Morse Blvd. Winter Park, Florida 32789 Phone 407.629.1163 • Fax 407.629.1165 License LC000212 - Incorporated 1983 GREEN SPACE CAP (UNGLUED) E .SLEEVE DETAIL NTS MIN. OF 48" 1200) FROM CURB N. OF 1"(750) OVE ,ADE NOZZLE CHART DEBORAH R. MO,NTEFERRANTE License Number ; LA 0001050 date 16 JANUARY 2006 Job number 2037.04! drawn by BHP checked by DRM revisions sheet title/contents IRRIGATION DETAILS LETTER MODEL GPM AT 30 PSI RADIUS PATTERN A 1800-15F 3,7 15' FULL B 1800-15TQ 2,8 15' THREE QTR. C 1800-15TT 2.5 15' TWO THIRD D 1800-15H 1.9 15' HALF E 1800-15Q 1.2 15' ONE THIRD F 1800-15Q 1.0 15' QUARTER G 1800-15EST .61 4' X 15' END STRIP IH 1800-15CST 1.2 4' X 30' CENTER STRIP J 1800-15CST-B .50 5' STRIP BUBBLER K 1800 -10F -LA 1.6 10' LOW FULL L 1800-17SST 1.7 9' X18' SIDE STRIP M 1800-15SST 1.2 4' X 30' SIDE STRIP N 1800-12H 1.2 12' LOW GALLONAGE P 1800 -10T -LA .52 10' LOW ONE THIRD R 1800 -10Q -LA .39 10' LOW QUARTER S 1800 -10H -LA ,79 10' LOW HALF T 1800 -8H -FLT .79 8' FLAT HALF U 1800 -8Q -FLT ,39 8' FLAT QUARTER V 1800 -8T -FLT .52 8' FLAT THREE QTR. W 1800 -5F1 -B 1.5 5' STREAM BUBBLER X 1800-5CST-B .50 5 STRIP BUBBLER Y 1800 -5H -B 1.0 5' HALF BUBBLER Z 1800-15VAN VARIES 15' ADJUSTABLE DEBORAH R. MO,NTEFERRANTE License Number ; LA 0001050 date 16 JANUARY 2006 Job number 2037.04! drawn by BHP checked by DRM revisions sheet title/contents IRRIGATION DETAILS (01 ............ "I',"", S 20 . . . . . ........... "I'll, 1 lS 1v ONGON dY If mug, 0", Ww,$ AMM two awl A somhl i21 10 NN'R ag dz of Ogg; 10, VON 1 AD tljti VI MAW low W12, r ISI dE G. X411 M"k, Pg, got "R, IN 11�, A & na, pan �ji, "FIN, 3 I A14 K A - y2 q1 IJ: Mt itIN flu I Mi", Kim EMU 01 Uyxzwk mq Mug, Ji' fps nag A OWN oil 31 HS TOM 9010 A -Z14 Hit ng 1 2� IMR all AMID CAI Z ,, rya fid: 41 HFI 1 WWI A IP N M E:j t ��,kgg I jl� ----- - ID I'LL _�pt I 1;� �a - I 1� I i 2 L L L I 7 A GENERAL�NOTES FABRICATOR DESIGN JOISTS AND SUPPLY ADDITJONAL 7 ALL,�,`,,` PUMPED ',`,,,�CONCRETE WITH',`457 AGGREGATE, IS',�T,,O CONTAI N, A M-7 USE, METAL''',LATH OR CAVITY CAPS BELOW TIE BEAMS OR KNOCK- SJ -7 TO 4.t, STRUCTURAL DESIGN CRITERIA §LS:116�1LOCK UNFILLED CELLS, FELT OR OTHER BOND BRIDGING AS REQUIRED TO RESIST A NET UPLIFT FORCE OF ��`-,DOCUMENTS PRIOR TO FA I BRj CAT I ON OUT COUR' G-1 REVIEW �ALL�, PROJE T ND HIGH RANGE,,,`,,�,�,:,�� ATER REDUCj,NG AGENT. MINIMUM 'I ZE OF Y, ATERIAL SHALL NOT BE USED, 60 PSF. BRE START OF.,�r CONSTRUCTION. REPORT ANY ��DISCREPANCIE-S 'TO ","",BE 4# 1. D. AKING ISCHIA 'ARCHITECT OR� STRUCT' TO PROCEEDING D-1 CODES, FLORIDA BUILDING CODE 2004 EDITION ORAL ENGTNEER:PRIOR,:�' �,,,,`W ITH, #89' AGGRE A USE 8 FULL MORTAR BEDDING AROUND ALLfILLED CELLS WITH PROVIDE SIGNED AND SEALED CALCULATIONS AS REQUIRED TO ASCE 7-02 WORKI DIMENSIONS�RELOING TO EXISTING CONSTRUCTION TO �Rt;,811 A [SCHARGE MAY BE USED WIl G TE. M PROVIDEr L VERTICAL REINFORCING, VERIFY INTENT OF FOR UPLIFT, 'SPECIAL" BE FIELD V Et 0" 1 F I E D. HIGH RANGE .,�'�-VATER REDUCING, ADMIXTURE I NECESSARY TO JOISTS AND OTHE L 0 REQUIREMENTS NOTED IN PROJECT I NCREASE 'S'L60S 'BEYOND THAT'NOTE D-2 DESIGN LIVE LOADS: s D ABOVE. REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM A615o DOCUMENTS, ER G-2 THE STRUCTURE IS ':DESIGNED TO VIABLE IN, ITS FINAILP r M-9 110d'-` LOVELOCK &FRITZ, INC. ROOFi 20 PSF FLAT ROOFS FULLY ERECTED CONFIGURATION. IT IS THE, CONTRACTOR' S ''SOLE RIC -91 CHAMFER­� ALL: EDGES OF EXPOSED CONCRETE 3/4' UNLESS NOTED GRADE -,-,60. PROVIDE THE FOLLOWING LAP SPLICES FOR 16 PSF PITCHED ROOFS RESPONSIBILITY TOrENSPRE THE SAFETY AND.STABILITY OF : THE OTHERWISE, REINFORCING, SJ -8 JOIST SHOP DRAWINGS MAY BE REVIEWED FOR GENERAL A11`004 U ire BUILDINGr AND ITS COMPONENT PARj*S DURING THE CONSTRUCTION CONFORMANCE WITH THE PROjECT,DRAWINGS AND REQUIREMENTS L D-3 DESIGN WIND SPEED 110 MPH PHASE OF THIS PROJECT, RC -10 AL BE, DETAILED0 FABRICATED AND #5 BARS 21-7" WITHOUT SUPPORTING CALCU ATIONS. IN THAT EVENT, THE SHOP REINFORCIN&STEEL SHALL tefloff 1-108 1. 15 JALLL.rb��r�,""'IN: AIC'CORDA1ICE!,:WITH ACI 318 AND ACI DETAILING IMPORTANCE FACTOR I ISIS #6 BARS 4 DRAWINGS WILL BE REVIEWED TO THE EXTENT POSSIBLE AND EXPOSURE CATEGORY B G-3 THE EXTENT,OF UNDERGROUND UTILI IES IS UNKNOWN. IT IS THE MANUAL, -315 rMOST CURRENT EDITIONS.e' #8 BARS 91 -6& REJECTED. FINAL REVIEW REQUJRES SUBMISSION OF DRAWINGS 145 Lincoln Avenue INTERNAL PRESSURE GCpIi ±0. 18 CONTRACTOR'S RESPONSIBILITY T PROTECT ALL EXISTING AND SUPPORTINGtALCULATIONS CONCURRENTLY, P 0., Box 730 j CONSTRUCTION DURING'EXCAVATION, RC -11 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE M-10 ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO METAL DECK Winter Park , Florida 32790-0730 COMPONENTS & CLADDING DESIGN WIND PRESSURE AS FREE FROM:RUST SCALE AND OIL AND CONFORM TO ASTM A615, (2) HOURS PRIOR TO POURING BEAMS AND LINTELS. (407) "T-1039 NOTED ON THE DIAGRAM ON SHEET S4,1, G-4 NO STRUCTURAL MEMBER SHALL BE C7T., NOTCHED OR OTHERWISE GRADE 60) WITH MINIMUM YIELD STRENGTH 600 000 PSI. MD -1 METAL ROOF DECK SHALL BE AS FOLLOWS, Telefax (407) 629-9409 REDUCED IN SIZE OR�STRENGTH W THOUT PRIOR APPROVAL IN M-11 REINFORCE WALL WITH LADDER TYPE REINFORCEMENT (ODUR-0- D-4 ALLOWABLE SOIL BEARING PRESSURE 2500 PSF WRITING FROM THE STRUCTURAL ENGINEER, SLABSr ON GRADE SHALL BE RErINFORCED WITH POLYPROPYLENE WALLO OR EQUAL) IN BED JOINTS AT 16" 0. C. MEASURED 1-1/2 22 GA,) TYPE B GALV, METAL DECK, RC -12 ALL" License Number AA C000564 BASED ON REPORT MADE BY ARDAMAN & ASSOCIATES,INC, FIBERS I,N ACCORDANCE WITH MANUFACTURER'S WRITTEN VERTICALLY. LAP SPLICE ALL HORIZONTAL WALL REINFORCING License Number ES 0000629 DATED MARCH 25, 2004. G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF RECOMMENDATIONS AND SPECIFICATIONS, 6 PROVIDE PREFABRICATED 'TEE' OR CORNER SECTIONS AT ALL MD -2 METAL FLOOR DECK SHALL BE AS FOLLOWS, THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR INTERSECTING WALLS, project "too A owner's name SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS. RC -13 LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE. 2,T) 20 GA,, TYPE VLI GALV. METAL DECK, LAP CONT., BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL M-12 REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION cATmuc INOCIESE G-6 ALL DETAILS AND 'SECTIONS ON THE DRAWINGS ARE INTENDED TO AT�MIDSPAkUNLESS OTHERWISE SPECIFIED. HEIGHT OF MASONRY WALLS, PROVIDE CLEAN-OUT HOLES AT BASE -3 INSTALL METAL DECK IN ACCORDANCE WITH REQUIREMENTS OF BE TYPICAL AND SHALL BE CONSTRU�D TO APPLY TO ANY SIMILAR OF FILLED CELL WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN MD OF ORLANW SITUATION ELSEWHERE ON THE P OJECT EXCEPT WHERE A RC -14 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90 HEIGHT. MANUFACTURER AND STEEL DECK INSTITUTE, INCLUDING S7RUC7URAL_ ASSREVIA-17IONS SYMBOLS AND LOCATION SLUMP SEPARATE DETAIL IS SHOWN, AGGREGATE DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE, M-5 MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH A MINIMUM SPECIFICATIONS OF THE STEEL JOIST INSTITUTE, TEMPORARY SHORING. PROVIDE SHORING WHENEVER THE SPAN ACT ACTUAL L- ANGLE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 0 10- AT BEAM MOMENT CONNECTION FOOTINGS 4* ±1# M-13 CONCRETE FOR FILLED CELLS SHALL BE VIBRATED DURING EXCEEDS SDI MAXIMUM UNSHORED CLEAR SPAN AND FOR SJ -2 ADDL ADH ADDITIONAL ADHESIVE LB LG POUND LONG G-7 THE INTENTION OF THE PLANZS A N� 111 SPECIFICATIONS IS TO RC -15 PROVIDE THE FOLLOWING CONCRETE COVERAGES OVER COLUMNS 5# ±11 PLACEMENT USING A 'PENCIL' TYPE VIBRATOR. #57 CANTILEVERED CONDITIONS AS NOTED IN PLANS AND DETAILS, PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'm) OF ADJ ADJACENT LL LIVE LOAD PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE REINFORCINGi ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AFF ABOVE FINISHED FLOOR LLBB LONG LEG BACK TO BACK #57 STRUCTURE, WHEN SPECIFIC INFORMATION IS MISSING OR IS IN 1500 PSI, M- 14 UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING LINTELS MD -4 ATTACH METAL DECK TO SUPPORTS TO PROVIDE DIAPHRAGM AS AM AHU ALUM AIR HANDLING UNIT ALUMINUM LLH LLV LONG LEG HORIZONTAL LONG LEG VERTICAL TIE BMS & TIE COL'S 5#±I# CONFLICT, THE CONTRACTOR SHALL USE A SIMILAR DETAIL #89 FOOTINGS1 BOTTOM AND UNFORMED EDGES 3 CLR, OVER ALL MASONRY WALL OPENINGSi THE BOTTOM CHORD OF ALL JOISTS SHALL BE CONSTRUCTED OF FOLLOWSi B COIl= ALT ALTERNATE LONG LONGITUDINAL AND/OR THE MORE COSTLY ITEM OF CONFL I CT. THE CONFLICTS BEAMS & COLUMNSi TIES 1 1/2# CLR. M-6 PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN ADDITION) DOUBLE ANGLES, CAMUC AWS AHR APPD ANCHORAGE, ANCHOR APPROVED LP LSL LOW POINT LONG SLOTTED HOLES LIMITED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 20% OF THE PROVIDE FILLED, CELLS ADJACENT TO ALL OPENINGS AND AT -Of OPENING LESS THAN OR EQUAL TO 6 1 8* DEEP ROOF DECK CMRCH BUILIMM APPROX APPROXIMATE, LY LT LIGHT WATER/CEMENT RATIO SHALL RC -16 SHOP DRAWINGS FOR PLACEMENT SHALL BE SUBMITTED FOR REVIEW REFER TO SPECIFIC DETAILS FOR LENGTH OF BEARING ENDS AND PRECAST A'U" LINTEL WITH 1-#5 AND FILLED SOLID WITH WELD DECK WITH 36/7 PATTERN OF 5/80 PUDDLE WELDS PRESTRESSED CONCRETE INSTITUTE ARCH ARCHITECT,(URAL) LTWT LW LIGHTWEIGHT LONG WAY G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT) WITH ASTM C476, HAVE A MINIMUM COMPRESSIVE STRENGTH OF I PRIOR TO REBAR FABRICATION, BOTTOM CHORD EXTENSIONS, CONCRETE, AT ALL SUPPORTS, PERIMETER WELDING SHALL HAVE A MAXIMUM SAWCAMD, FLORIDA B_ B/ CONC. BEAM BOTTOM OF LVL LAMINATED VENEER LUMBER DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE 2500 PSI AT 28 DAYS AND BE TESTED IN ACCORDANCE WITH ASTM AS�NOTED SPACING OF 6# O,C. USE WELD WASHERS FOR ALL DECK LESS STEEL JOIST INSTITUTE B/B BACK TO BACK M MEGA,1000 REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION RC -17 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS PROVIDE CONTINUOUS HORIZONTAL TOP AND BOTTOM CHORD GREATER THAN 6' -0* TO LESS THAN OR EQUAL TO 10' -0' 1 8& THAN 22 GA. ATTACH SIDE LAPS WITH #10 TEK SCREWS OR UNDERWRITER'S LABORATORY BITUM BITUMINOUS, BITUMASTIC M METER AND SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN I NDII V I DUALLY, CORE DRILLING SHALL NOT BE PERMITTED, DEEP KNOCK -OUT LINTEL COURSE AND 8' DEEP PRECAST *Ul EQUIV. , AT 12" 0. C. BE PERMITTED, BLDG 13M BUILDING BEAM MAS MAX MASONRY MAXIMUM WHOLE OR IN PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE i SUBMIT LOCATIOk AND SIZE OF SLEEVES THROUGH BEAMS TO LINTEL. PROVIDE 145 IN EACH COURSE AND FILL SOLID BOT BOTTOM MB MACHINE BOLT CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE, WITH CONCRETE, BRDG BRIDGING MC_ MASONRY COLUMN TO ACCURATELY LAYOUT) COORDINATE) DETAIL; FABRICATE AND FLOOR DECK BRG BLK BEARING BLOCK MECH MTL MECHANICAL METAL INSTALL A COMPLETE STRUCTURE, RC -18 NO REINFORCING �BARS SHALL BE CUT TO ACCOMMODATE THE PROVIDE MINIMUM END BEARING OF 80, CUT OUT BOTTOM OF WELD DECK WITH 36/3 PATTERN OF 5/88 PUDDLE WELDS BRK BRICK MEZZ MEZZANINE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. LINTEL AT END TO ALLOW CONTINUATION OF FILLED CELL AT ALL SUPPORTS, PERIMETER WELDING SHALL HAVE A MAXIMUM BTWN BSMT BETWEEN BASEMENT MFR MID MANUFACTURER MIDDLE G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE REINFORCING, SPACING OF 12" O,C, USE WELD WASHERS FOR ALL DECK LESS C CHANNEL MIN MINIMUM CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL RC -19 USE THE STRUCTURAL DRAWINGSj INCLUDING REVISIONS AND THAN 22 GA, ATTACH SIDE LAPS WITH #10 TEK SCREWS OR Aggen and conlradi, Ono. C_ COLUMN MISC Mi MISCELLANEOUS MASONRY JOINT CONTRACTOR RELATED QUESTIONS, STAMP AND INITIAL ALL ADDENDA, IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR M-15 UNLESS NOTED OTHERWISE, EXTEND ALL NON-BEARING MASONRY EQUIV. j AT 12' 0. C. Structural Engbeeirs CANTIL CTR CANTILEVER CENTER, ED MM MILLIMETERS SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT FOR PLACEMENT OF REINFORCING, WALLS MINIMUM 8' ABOVE CEILING. CAP WALLWITH KNOCK -OUT C/C CENTER TO CENTER MID Mpa MASONRY OPENING MEGAPA8CAL REVIEW, NON-COMPLIANCE WITH THIS REQUIREMENT SHALL RESULT LINTEL COURSE, REINFORCE WITH 1-#5 CONT, AND FILL SOLID MD -5 UNLESS NOTED OTHERWISE ON PLANP SUPPORT ALL PERIMETER 04032 CHFR CIRC CHAMFER CIRCULAR IN REJECTION OF SUBMITTAL. RC -20 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP WITH CONCRETE, EDGES OF METAL DECK WITH CONTINUOUS L3 1/2 x 3 1/2 x 1/4, Ci CONTROL JOINT N NIC NORTH, NEWTON NOTIN CONTRACT FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY WELD TO STRUCTURAL STEEL EMBED PLATES AT 4,-0, O.C. ALLAN and CONRAD, Inc. CL CUR CENTERLINE CLEAR NO NUMBER G-10 SHOP DRAWING SUBMITTALS SHALL BE CONSISTENT WITH THE (U.,N. 0. ) AS HORIZONTAL STEEL. REFER TO TYPICAL DETAIL. M-16 PROV I DE #5 VERT I CAL I N CONCRETE F I LLED CELLS @ 41 -01 0. C. MAXIMUM, OR ATTACH TO CONCRETE OR FILLED MASONRY BLOCK CONSULIING S7RUCTURAL ENGINEERS CMU CONCRETE MASONRY UNIT NOM NS NOMINAL NEAR SIDE SPECIFICATIONS. ADDITIONAL SETS OF SHOP DRAWINGS OTHER MAX AND #5 CONTINUOUS HORIZONTAL IN KNOCK -OUT BLOCK BELOW CELL WITH 3/4' WEDGE BOLTS AT 4'-Ol O.C, MAXIMUM, LOCATE 1280 PALMETTO AVENUE (407)628-5282 32789 COL COLUMN NTS NOT TO SCALE THAN THOSE REQUIRED WILL BE DISCARDED. RC -21 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR WINDOW SILL UNLESS NOTED OTHERWISE, END SUPPORT ATTACHMENT 0'-8' FROM ENDS, WNTER PARK. FLORIDA A EB f767 CONC CONN CONCRETE CONNECTION 0/0 OUT TO OUT TO CONCRETE PLACEMENT. C CONSTR CONT CONSTRUCTION CONTINUOUS, (ATION) OC OD ON CENTER OUTSIDE DIAMETER SHALLOW FOUNDATIONS M-17 PROVIDE A SINGLE CORNER BAR FOR EACH MASONRY TIE BEAM OR MD -6 ALL DECK SUPPORT ANGLE SPLICES INCLUDING CORNERS ARE TO CONTR CONTRACTOR OF OUTSIDE FACE RC -22 WEDGE BOLTS SHALL BE ITW RAMSET/REDHEAD BOLTS OR APPROVED BOND BEAM COURSE THAT CHANGES DIRECTION OR INTERSECTS OCCUR OVER SUPPORTS AND EACH LEG IS TO BE FULLY WELDED, COORD COORDINATE, (TION) OPH OPPOSITE HAND SF -1 SOIL SHALL BE STRIPPED, COMPACTED AND TESTED IN EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER' S OTHER CONCRETE OR MASONRY BEAMS, BAR SIZE TO BE SAME AS D DEPTH, DISTANCE OPNG OSI3 OPENING ORIENTED STRAND BOARD SHEA14NG ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL RECOMMENDATIONS, 3/4' DIAMETER WEDGE BOLTS SHALL BE OF LARGEST HORIZONTAL BAR. SEE MASONRY LAP SCHEDULE FOR LAP LIGHTGAGE METAL FRAMING DBA DEFORMED BAR ANCHOR OSL OUTSTANDING LEG REPORT AND PROJECT SPECIFICATIONS. LENGTH REQUIRED: TO PROVIDE 3 1/40 MIN. EMBEDMENT, 2.0 REQUIREMENTS, DBL DBS DOUBLE DOWEL BAR SPLICER OVS OVERSIZE HOLES KIPS TENSION AND:: 4. 1 KIPS SHEAR WORKING LOADS IN 3000 PSI L-1 THE CONTRACTOR SHALL FURNISH A COMPLETE ENGINEERED DESIGN DET DETAIL Pa PASCAL = N/Sq m SF -2 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR CONCRETE U,N,O, DO NOT CUT EXISTING REINFORCING TO STRUCTURAL STEEL FOR ALL VERTICAL AND LATERAL LOAD BEARING LIGHTGAGE DIA DIAG DIAMETER DIAGONAL PAF PC POWDER ACTUATED FASTENER PIECE WALLS UNLESS OTHERWISE SHOWN ON PLANS, MAXIMUM INSTALL, FRAMING, DIM DIMENSION PC- PILE CAP MISPLACEMENT OR ECCENTRICITY 2 TOLERANCE FOR S-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL DL DN DEAD LOAD DOWN PL PLF PLATE POUNDS PER LINEAL FOOT MISLOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER RC -23 DOWEL BAR SPLICERS SHALL BE A COMPLETE ASSEMBLY, CONFORM TO THE AISC 'MANUAL OF STEEL CONSTRUCTION,' NINTH L-2 THE LIGHTGAGE FRAMING SHALL BE DESIGNED FOR THE LOADS DWGS DRAWINGS PROJ PROJECTION ACI OR AISC STANDARDS. INCLUDING COUPLER, FORM ATTACHMENT (WHEN REQUIRED) AND EDITION AND THE AISC 'SPECIFICATION FOR STRUCTURAL STEEL SPECIFIED IN THE PROJECT DOCUMENTS DESIGN CRITERIA, DWL DOWEL PSF POUNDS PER SQUARE FOOT i THREADED BAR CAPABLE OF DEVELOPING THE BAR BEING SPLICED BUILDINGS, " 1989 EDITION, E EAST PSI PT POUNDS PER SQUARE INCH PRESSURE TREATED SF -3 HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED, IN 'ACCORDANCE WITH ACI 318 (12.14.3). L-3 SIGNED AND SEALED CALCULATIONS AND DRAWINGS MUST BE EA EXP BT EACH EXPANSION BOLT PVC POLYVINYL CHLORIDE S-2 ALL STRUCTURAL 'W' SHAPES TO CONFORM TO ASTM A992 WITH SUBMITTED SUPPORTING ALL MEMBER SIZES, GAGE, SPACING, EE EACH END R/W REINFORCED WITH SF -4 WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS RC -24 HEADED STUD ANCHORS SHALL BE ASTM A108, GRADE S, 1010 MINIMUM YIELD STRENGTH OF 50 KSI, ANGLES) CHANNELS AND CONNECTIONS AND ANCHORAGE, THE SPECIALTY ENGINEER SHALL EF EJ EACH FACE EXPANSION JOINT R REF RADIUS REFERENCE FOOTINGS, PROVIDE A MINIMUM CONTINUOUS 2' x 4' KEYWAY THROUGH 1020 At MANUFACTURED BY NELSON STUD OR APPROVED PLATES SHALL CONFORM TO ASTM A36 WITH A MINIMUM YIELD BE REGISTERED IN THE STATE OF FLORIDA, EL ELEVATION, ELEVATED REINF REINFORCE, (MENT), (ING) ACROSS JOINT FOR EACH 12" OF DEPTH. EQUIVALENT. STUD WELDING SHALL CONFORM TO AWS D1. 1 STRENGTH OF 36 KSI, ELEV EMBED ELEVATOR EMBEDMENT REQ RET REQUIRE, (D), (MENT) RETURN 'STRUCTURAL WELDING CODE#, L-4 THE STRUCTURAL PROPERTIES AND DESIGN OF THE LIGHTGAGE STEVEN L. SHELT, PE 0036171 ENGR ENGINEER REV REVISION SF -5 CONTRACTOR TO NOTIFY ARCHITECT IF SOIL CONDITIONS ARE TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B, WITH A FRAMING SHALL CONFORM TO THE LATEST EDITION OF THE data EQ EQUAL RP RT RADIUS POINT RIGHT UNCOVERED THAT PREVENT THE REQUIRED SOIL BEARING PRESSURE RC -25 GROUTED ANCHORS1 SHALL BE ITW RAMSET/REDHEAD EPCON CERAMIC MINIMUM YIELD STRESS OF 46 KSI, ISPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL EQUIP EQUIV EQUIPMENT EQUIVALENT RTU ROOF TOP UNIT FROM BEING OBTAINED. 6 EPDXY ANCHORING SYSTEM OR APPROVED EQUIVALENT INSTALLED STRUCTURAL MEMBERSO AISI), 16: JAN UARY'­ 2006 ES EW EACH SIDE EACH WAY S SOUTH IN ACCORDANCE WITH MANUFACTURER' S RECOMMENDATIONS, A S-3 ALL HIGH-STRENGTH BOLTS SHALL MEET THE REQUIREMENTS OF D EXP EXPANSION SA SLEEVE ANCHOR SF -6 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR SCREEN TUBE MUST BE UTILIZED FOR INSTALLATION IN HOLLOW THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 L-5 LIMIT DEFLECTIONS OF STUDS AND JOISTS TO L/360, EXCEPT job number EXIST EXISTING SB SC SLAB BOLSTER SUP CRITICAL INTERFERENCE, INDIVIDUAL FOOTINGS SHOULD BE LOWERED WITH BLOCK AND BRICK MASONRY, DO NOT CUT EXISTING REINFORCING OR A490 BOLTS,8 PROVIDE FOR A MAXIMUM DEFLECTION OF L/600 STUCCO BACKUP, EXT EXTERIOR SCHED SCHEDULE THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS TO INSTALL, 2037.04 F- FOOTING MARK SDS SECT SELF DRILLING SCREWS SECTION WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE S-4 UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE 3/41 DIAMETER L-6 MEMBER SIZE, GAGE, SPACING AND CONNECTIONS SHOWN ON THE drawn by FC FF FILLED CELL FINISHED FLOOR SF- STEP FOOTING DRAWINGS, RC -26 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL A325 AND SHALL BE BEARING TYPE CONNECTIONS, DRAWINGS ARE TO BE CONSIDERED MINIMUM REQUIREMENTS, NO FIN FINISH Sim SIMILAR VIBRATION FOR ALL CONCRETE, LIMIT MAXIMUM FREE FALL DROP REDUCTION IN THESE ITEMS IS ALLOWED WITHOUT APPROVAL OF VPF FLG FLANGE SPEC SID SPECIFICATIONS SPACING, (ES) SF -7 EXCAVATING UNDER OR NEAR IN-PLACE FOOTINGS/FOUNDATIONS OF COLUMN OR WALL CONCRETE TO 6' -0# FOR #57 AGGREGATE AND S-5 ALL ANCHOR RODS CAST IN CONCRETE SHALL CONFORM TO ASTM THE ENGINEER OF RECORD, FUR FDTN FLOOR FOUNDATION SQ SQUARE WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/ 8'-0' FOR #89 AGGREGATE, IN SLABS, BEAMS, FOOTINGS, ETC,) F1554 GRADE 36, chocked by FRMG FRAMING SSL SST SHORT SL07ED HOLES STAINLESS STEEL FOUNDATIONS SHALL NOT BE PERMITTED. LIMIT FREE FALL� DROP TO T -0'. ALL PRECAUTIONS SHOULD BE L-7 MATERIALSi STUDS, RUNNERS, BRIDGING, BRACING AND ANGLES FS FT FARSIDE FOOT, FEET SM STANDARD TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT, S-6 ALL SHOP AND FIELD WELDING SHALL BE DONE BY CURRENTLY SHALL MEET THE REQUIREMENTS OF ASTM C955 WITH A MINIMUM CWj FTG FOOTING STIF STIFFENERS SF -8 REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS. QUAL I F I ED WELDERS I N ACCORDANCE W I TH AWS D 1. 1 STRUCTURAL YIELD STRENGTH OF 33 KSI, STUDS 16 GA AND HEAVIER SHALL FV FIELD VERIFY STL STRUCT STEEL STRUCTURAL DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN RC -27 FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH WELDING CODE,# LATEST EDITION. HAVE A MINIMUM YIELD STRENGTH OF 50 KSI..NO WELDING TO revision GA GALV GAUGE GALVANIZED SW SHORT WAY PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SIDE FORMS, I F'�; SOIL MATERIAL CAN HOLD A VERTICAL SHAPE) STRUCTURAL STEEL SHALL BE PERMITTED ON MEMBERS LIGHTER GB- GRADE BEAM SYMM SYMMETRICAL SETTING COLUMN DOWELS AND ANCHOR BOLTS, THE SOIL CAN BE USED AS AN EARTH FORM PROVIDED OVERALL S-7 USE E70XX LOW HYDROGEN ELECTRODES FOR ALL WELDING UNLESS THAN 16 GAGE. GL CLU LAM T TIES FOOTING WIDTH AND REINFORCING COVER IS INCREASED 2 ALL NOTED OTHERWISE, GRIND SMOOTH ALL EXPOSED WELDS. HC HIGH CHAIR t T/ THICKNESS TOP OF REINFORCED CONCRETE SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE L-8 IC' SHAPED STUDS AND JOISTS SHALL HAVE A MINIMUM FLANGE HK HORIZ HOOK HORIZONTAL TB- TIE BEAM AND DURING PLACEMENT OF CONCRETE, S -8 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO WIDTH OF 1 5/8 INCH AND TRACK SHALL HAVE A MINIMUM HP HIGH POINT TC_ TIE COLUMN RC -1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT FABRICATION, CLEARLY SHOW ALL P I ECE MARKS, CONNECTIONS OUTSTANDING LEG OF 1 1/4 INCH, HSA HEADED STUD ANCHOR TCX T&B TOP CHORD EXTENSION TOP AND BOTTOM ACCORDANCE WITH THE ACI 'BUILDING CODE REQUIREMENTS FOR RC -28 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM AND ERECTION DRAWINGS, ANY SPLICES NOT SHOWN ON CONTRACT HS13 HSS HIGH STRENGTH BOLT HOLLOW STRUCTURAL SHAPE TEMP TEMPORARY, TEMPERATURE STRUCTURAL CONCRETE." ACI 318, TO ACI 318 (6.3).� DRAWINGS ARE TO BE CLEARLY NOTED FOR APPROVAL, L-9 IN ADDITION TO THE DETAILING ON THE DRAWINGS, PROVIDE HT HEIGHT TERM THRD TERMINATE THREADED TRACK, BLOCKING, LINTELS, CLIP ANGLES, BRACING, BRIDGING) ID INSIDE DIAMETER TOL TOLERANCE RC -2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 MASONRY S-9 DO NOT WELD TO EMBEDS UNTIL CONCRETE HAS CURED AT LEAST STIFFENERS, FASTENERS AND OTHER ACCESSORIES AS IF IN INSIDE FACE INCH TRAN TS- TRANSVERSE TUBE STEEL SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM 72 HOURS, USE APPROPRIATE WELDING PROCESSES TO LIMIT HEAT RECOMMENDED BY THE MANUFACTURER AS NEEDED TO PROVIDE A INCL INCLUDE, (ING) TYP TYPICAL COMPRESSIVE STRENGTH AT 28 DAYS: M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI# BUILDING CODE BUILDUP IN EMBED TO AVOID PLATE EXPANSION AND CRACKING OF COMPLETE STEEL FRAMING SYSTEM. INCLUDE CONNECTIONS TO THE INFO INSUL INFORMATION INSULATE, (D), (ION) UNO UNLESS NOTED OTHERWISE REQUIREMENTS FOR MASONRY STRUCTURES' ACI 530-99/ASCE 5-1 CONCRETE, BUILDING FRAME, INT INTERIOR U/S UNDERSIDE FOOTINGS AND SLABS 3000 PSI 99) AND #SPECIFICATIONS FOR MASONRY STRUCTURES' (ACI INTERM INTERMEDIATE COLUMNS 4000 PSI 530.1-99/ASCE 6-99), EXCEPT AS AMENDED BELOW, S-10 PROVIDE 1 1/2 MIL THICKNESS OF COLD GALVANIZED COATING TO L-10 LIGHTGAGE MEMBERS SHALL HAVE A G60 COATING MEETING ASTM JG JOIST GIRDER VERT VERTICAL BEAMS 4000 PSI ALL STEEL SURFACES BELOW AND WITHIN 121 OF EXTERIOR SLABS ON A653/A653M, WELDS SHALL BE TOUCHED UP WITH A ZINC RICH JST JOIST W WIDTH, WEST, WIDE FLANGE ALL OTHER CONCRETE 3000 PSI M-2 CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND GRADE AND EXTERIOR ELEVATED SLABS. COATING SHALL CONTAIN PROTECTIVE PAINT FOR CORROSION RESISTANCE. JT JOINT W/ W/O WITH WITHOUT SPECIFICATIONS FOR REFERENCE AT THE JOBSITE, MINIMUM 95% METALLIC ZINC BY WEIGHT IN DRY FILM, (ASTM D520 k KD KIP KILN DRY WF- WALL FOOTING RC -3 USE REGULAR WEIGHT CONCRETE, SUBMIT DESIGN MIX FOR REVIEW TYPE III). VERIFY COMPATIBILITY WITH FINISH COAT AND/OR L-11 ALL 'STUDS SHALL BE FULL LENGTH, NO SPLICING PERMITTED WP WS WORKING POINT WATERSTOP PRIOR TO PLACEMENT OF CONCRETE, ALL MIX DESIGNS MUST M-3 STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. FIREPROOFING. UNLESS SPECIFICALLY DETAILED, kg kN KILOGRAM KILONEWTON WT WEIGHT, STRUCTURAL TEE CLEARLY INDICATE INTENDED USE AND LOCATION, ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE Y� WWF WELDED WIRE FABRIC r- mi i iuki-,, 1Dr-AUk- AILIT1 C4 A-D�,' c-nD TUE- 4�AUV ,'TnDV I Tr.WT Qrr, rnmmr*rTTnM4Z Tn IIZTP*Pl 1;jPHrTHPr IZWAI I Ai I nu rnp IFLIMILPLIMIL111 I U STEEL JOISTS L-ld *best totoo/contents RC -4 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE, THE DEFLECTION Or 1' ±OF THAT STRUCTURE. FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS M-4 USE TYPE"S" MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF SJ -1 ALL DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS AND 1800 PSI. PIP T 1)r, T Nf-, IZWAI I IR17 T N IZTP T rT ArrnPnANrr W T TW Twr rHPPFNT STRUCTURAL STANDARDS AMERICAN CONCRETE INSTITUTE SYMBOLS AND LOCATION SLUMP MAX, AGGREGATE M-5 MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH A MINIMUM SPECIFICATIONS OF THE STEEL JOIST INSTITUTE, NOTES AND & ACI AISC AITC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 0 10- AT BEAM MOMENT CONNECTION FOOTINGS 4* ±1# ASTM #57 COMPRESSIVE STRENGTH OF 1900 PSI ON NET SECTION TO SJ -2 A/C #04032 DO NOT INSTALL JOISTS UNTIL SUPPORTING CONCRETE ELEMENTS AISI AMERICAN IRON AND STEEL INSTITUTE Lb CENTERLINE COLUMNS 5# ±11 ASTM #57 PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'm) OF HAVE CURED AT LEAST 48 HOURS, ABBREVIATIONS ANSI AMERICAN NATIONAL STANDARDS INSTITUTE cp CONSTRUCTION JT. BEAMS AND SLABS 5#±I# ASTM #57 1500 PSI, APA ASCE AMERICAN PLYWOOD ASSOCIATION AMERICAN SOCIETY OF CIVIL ENGINEERS 0 DIAMETER ELEVATION TIE BMS & TIE COL'S 5#±I# ASTM #89 PEAROCK SJ -3 THE BOTTOM CHORD OF ALL JOISTS SHALL BE CONSTRUCTED OF ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS d # NAIL (PENNY WEIGHT) NUMBER, POUNDS M-6 PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN ADDITION) DOUBLE ANGLES, AWS AMERICAN WELDING SOCIETY MASONRY FILLED CELL RC -5 FLYASH., WHEN USED, SHALL BE LIMITED TO 20% OF THE PROVIDE FILLED, CELLS ADJACENT TO ALL OPENINGS AND AT CRSI NFPA CONCRETE REINFORCING STEEL INSTITUTE NATIONAL FOREST PRODUCTS ASSOCIATION Fp PLATE CEMENTITIOUS MATERIAL, MAXIMUM WATER/CEMENT RATIO SHALL ANCHORAGE OF CONNECTIONS. GROUT SHALL BE IN ACCORDANCE SJ -4 REFER TO SPECIFIC DETAILS FOR LENGTH OF BEARING ENDS AND IF PCI PRESTRESSED CONCRETE INSTITUTE SAW CUT JOINT BE 0. 50. ADDITION OF WATER IN THE FIELD IS SPECIFICALLY WITH ASTM C476, HAVE A MINIMUM COMPRESSIVE STRENGTH OF BOTTOM CHORD EXTENSIONS, PTI SBC POST TENSIONING INSTITUTE STANDARD BUILDING CODE PROHIBITED WITHOUT PRIOR WRITTEN CONSENT, 2500 PSI AT 28 DAYS AND BE TESTED IN ACCORDANCE WITH ASTM AS�NOTED Sil STEEL JOIST INSTITUTE C1019. GROUT SLUMP SHALL BE BETWEEN 8 AND 11 THE SJ -5 PROVIDE CONTINUOUS HORIZONTAL TOP AND BOTTOM CHORD dra W!ong number UL UNDERWRITER'S LABORATORY RC -6 THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE SHALL NOT MAXIMUM AGGREGATE SIZE SHALL BE #89 PEAROCK, BRIDGING AND `X' BRIDGING PER SJI STANDARDS AND AS SHOWN BE PERMITTED, ON PLANS, 2 . .. ....... SJ -6 ANCHOR THE ENDS OF ALL BRIDGING WHICH TERMINATES AT WALLS OR BEAMS PER STRUCTURAL DETAILS, M r7A TO THE BEST OF MY KNOXEDGE, THE PLANS AND SPECIFICATIONS COMPLY NTH THE APPLICABLE MINIMUM BUILDING CODES. A J! Simi "Y' 00 Ghost of K H A 0 0 2 1,N,; 0 lliqAj�? N, IV 2L.2- Gn 7 NOTES:r, Fl -I 41' (ACTUAL DEPTH) CONC. SLAB REINF w/ POLYPROPYLENE r6fl (2) #8 VERT IN ADJACENT GROUTED CELLS BOTH SIDES OFtY FIBERS ON VAPOR RETARDER OVER COMPACTED SUBGRADE. OPENING. COORD SLOPES, RECESSES, FINISHES, JOINTS, ETC. w/ ARCH v DWGS. 4' CONC SLAB ON 2VLI, 20 GA DECK REINF w/ 66-W2.102.1 WWF (6- TOTAL DEPTH)rY R2 '111111111111-41Z 12" CMU WALL REINF w/ #5 VERT & MATCHING ROGERS, LOVELOCK& RU41" I1C. DWL IN GROUT FILLED CELL 0 32" O.C. & AT CORNERS, L-640/8 CONT. DECK EDGE SUPPORT. ATTACH wl INTERSECTIONS & EACH SIDE OF WALL OPENINGS. PROVIDE 3/4"04"LONG EMBEDMENT ANCHORS EA END AND 12" BETWEEN. CONT HORIZ JT REINF 0 16" O.C. MAX. SEE MASONRY NOTES FOR ADDITIONAL REQUIREMENTS. PROVIDE (3) #6 VERT IN ADJACENT GROUTED CELLS AROUND CORNER. gnteirgo(r 0 esIgn 3 8" CMU WALL REINF w/ #5 VERT & MATCHING 145 Unooln Avenuefi DWL IN GROUT FILLED CELL 0 32* O.C. & AT CORNERS, MJ INDICATES MASONRY JOINT LOCATION, SEE DET 4/S4.1 P.O. Box 730 INTERSECTIONS & EACH SIDE OF WALL OPENINGS. PROVIDE Winter Park, Florida 32790-0730 n1l COORDINATE PLUMBING LOCATIONS WITH SHEET P2.0. STEP CONT HORIZ JT REINF 0 16 O.C. MAX. SEE MASONRY NOTES ) FOR ADDITIONAL REQUIREMENTS. FOOTING PER 1/S5.1 OR SLEEVE PER 6/S5.1. (407 647-1039 Tette fox (407) 629-9409 DBL 8' CMU WALL. REINFORCE EACH PER NOTE[!] ABOVE. Llasnes, Number AA 0000364 License Number EB 0000629 AT ADDITIVE BID ITEM: ADD 12" CMU WALL. REINFORCE EACH proj4ot title & owner's name PER NOTE ABOVE. CATHOLIC DIOCESE D C B A.8 A OF ORLANDO 13 0 22 23 7 4 n # 4!-0 —o/V V S5.1 S5.1 B ALL SOULS ---IV-IN win I I I I CATHOLIC COMMUTY CHURCH BUILDNG 999-4a 80-2" 7 71 SANFORD, FLORDA fit, \'F T/SLAB CL. WF -2 0 200 CD Cq L` 2.0 JT �Qrjl 6 %00,en and Conired, Dime. k, L 2 owl 6 04032 11-6n 19-61' �h Sim ALLAN and CONRAD, Inc. T,' rT� CONSUL77NG STRUCTURAL ENGINEERS S5.1 IN 1280 PALMETTO AVENUE (407)628-5282 L C14 WINTER PARK, FLORIDA 32789 -TIT i TTTr— EB f767 C _6* 15' Mi moo 00 Do WF -2.0 az 4 S5.1 86 _j '00 -cn F2-1-4 L WF 3.0 ItoIII 15 0 "qg U. L �r � I'71 4 Sim 10 STEVEN L. SHELT, PE 0036171 Iva SLOPE S5.1 I '00 date wo Qj CIO to ■ J ,� 6 JANUARY- 2006 S4.1 job number �'�6 4 5.8 2037.04 C" drawn by z VP 2 _WF 3.0 014 *6 ■ahso6od by Sim 'CM "s " I 4 "00 WF 2.0 CWj a- K_ 04 revision& rj— — 74, 151- 6* DO C! C4 ■ -1-Mi 13-8 e-' 2 \55.1 r I �W-2.0 J a, � I I o A r7 3 E ul 4 C4 IL :I i I � A! WF -2.0 Mi Z J46 f ghost totoo/contents II ILo I. " I �FOUNDATION AND 'v 1 S5.1 I I r GROUND FLOOR l_ L Ni,s - .. — _ — - 0SLAB ON GRADErr, L7/ �4 PLAN WF -2.0 WF- 477--' YF 2.0 n 0-011 -on 16 20 36'-8n 230-4" IF =it—On 1/8 FOUNDATION AND GROUND FLOOR SLAB ON GRADE PLAN f drawing number 1/8"=,'-0" 0 49 8' 24' 100'-0" (REF) = 28.00' (ACTUAL) TO THE BEST OF MY KNOWLEDGE, T/SLAB TYP UNO THE PLANS AND SPECIFICATIONS I -on PR COMPLY WITH THE APPLICABLE 8 1/8 pp it - Of$ FTG TYP LINO MINIMUM BUILDING CODES. shoot 00 X of 7 1. I . I. f n i::. ,• ,i I , v .. girl _ti >. y.: � � I �r w q rr l 7. ro . to 4 =e NOTES: N , N 3-0 3-0 Q ROOFING SYSTEM (SEE ARCH) ON 1 1/2"-22 GA GALV 0 CONT 1/4" BENT PL W/ 4" LEGS, SEE DET 14/S5.3. If 15 116 TYPE "B" METAL DECK. I 14 CONT 1/4" BENT PL w/ `4" LEGS. t„ li" T D CLAY 11LE ROOF SYSTEM ON INSULATION (SEE ARCH) ON FT H -6 4x3/16 1 1 2" - 22 GA GALV TYPE "B" METAL DECK. 10 - - INDICATES BRACED BAY. SEE 5/S3.1. ROWS, LOVELOCK & FRITZ, INC.' r r 11 TYPICAL TOP AND BOTTOM` CHORD CONTINUED JOIST ,BRIDGING 2 ❑3 W6x20 TYP AT SIDE AISLE ROOFS. ❑ l��cUoflt®ct�® cC_TX 6 I I L- 1 1 /4x1 1/47/64. Q Gut�Btlt�+®�Buu� N; Q 14 'n, x x �. I Q L-4x4x1 /4 DIAGONALS IN PLANE OF ROOF. S5.2 I z x w z 1 12 TYPICAL CONTINUED UPLIFT BRIDGING L-1 1/4x1 1/4x7/6414- co ��®tr6®� ®®s6�uo V) o a v� �o I Q 1.5 VL 20 GA GALV METAL DECK w/ 4 1/2" NORMAL AT JOIST BOTTOM CHORD FIRST PANEL POINT. (n 8 145 Lincoln Avenue `n Ln m = N WEIGHT 3000 PSI CONC 6" TOTAL DEPTH w L J 13 - - - INDICATES BRACED BAY. SEE 4/S3.1. P.O. Box 730 6x6-W2.1 xW2.1 WWF AT SLAB MID-DEPTH. ❑ Winter Para, Florida 32700-0700 x 113'-1" f 1 (07) 847-1039 ! 06 L-3 1/20 1 /2x1 /4xCONT DECK BRG ANGLE. SEE NOTE Tolefox (407) 629-9409 T/TIE BM TB-7 (111'-4") 1171-3" TB-2 (SLOPING) i T/TIE BMLicense Number AA COOOS64 MD-5 ON SHEET S1.1. ❑7 L 6x6x5/16xCONT DECK BRG ANGLE. ATTACH TO TIE dao•n•• �ellmobsa I�® ®000s 1 TIP SHED ROOF FRAMING PLAN BM W/ 3/4"O WEDGE BOLTS EA END & 24" OC (MAX) , M! BTWN. 3 8 proflect title � owners name S2.2 S2.2 / �y CATHOLIC DIOCESE S R Q P N M L K J H G F E D C B A.8 A OF ORLANDO; 234t_4w, s t p 't N t N f N t N f_ N i' N t_ N 1_ N T_ " 23'_pN. 6'-8" 19'-4" 13'-0" 20'-6" 7'-8" 201-6n 12 -8 121-8m 12 -8 121-8m 12 8 12 -8 12 8 13 0 22 0 1 I 1 1 1 14 1 2 6 1 71 -0" 4'-0" 1 1 1 '-8" 8'-4" 11'-8" 8'_1 p" 8'-10" 11'-8" 8'-4� 4'-8p1 h AI:I. SS ' ' 3 (116'-8") 1 CATHOLIC COL IIIlINITY (� 115-4 - - - 1 rn, T 1B-2 1 OPP HAD a �� I I 6 T/TB-2 SL PING s2.2 1- „ N 1 1 1 1 12 , I „ CHIJRCH E UILD■VC ( 119 4 TB-2 (SLOPING) - 1N 2 I ^ 1 11 8 " " 119'74 TB-1 (1121-6) 5 1 I i SAIIFORD. FLORIDA 1.6 -1 I- S3.1 I T/CMU PARAPET I 1 1 126K5 1 _ I T/C U PARAPET 00 9 04 �' a co 1 1 21 l : of co � _ �_I o � I IN INN,"I 18K4 I I I ` .. 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SHELT, PE 0036171 S53 a 1 I 1 I 1 I- �r / I I I I I 116'1-2 1/2" 3 W24 62 I x x rS I dots;, N o o T/SIL BM 3 W10x19 ��� �� 3 - 16 JANUA"RY 2 12 6 S3.1 SIM = 8 HIGH 5 LOW 12 x © 0 6 1 job, number D 2 6 N S5.3 S5.2 5.2 D MJ Io I I I I I I I 3 2 p 2037.04 drawn by TB -3 M BRG 118 -2 1 2) 116'-5 1/21' _ TB_2 LIST B G X114 %Aid'118-8" x x T/SIL BM - _ - - 6 uP F 7 12 6 6t_1 N I T STL BM 0 CMU FACE I I I 0 0 1 t- N t N 4 TB-4 113'-4" 53.1 6 Y / 13 I 5 I i I 1 1- a o chocked b�► 116'-8" S5.3 S3.1 Do C WJ Q cYy 10 " t- N , „ a N , p , " f p TB-1 11 13 W12x19 116 8 W1 19 116 1011 _ W12x14 116 -10 =10 W12x1 116 -1 W12 4 SLOPING _ ( ) _ ( - ) - - - �- - - 12x14 (116 10 ( 12x14 (116 10 W12x 4 (116 O 6--- -r-- - - - a revisions - -- -- - \ / \ / \ a S5.2 W12x19 16 8 4 13 ao / g / I L I I N \ / / \a / \ 1 I 6 1 _I a s 1 N oo S3.1 - \ / d- ►n $ ` I _ I I -2 co Do' 00 N p 20-4p 1 co x 3 / \ / / \ I I t I _ ' x 16K2 i S3.1 n ' 5-9 5-3 6_po 'ic �' �' 5 / 4 1 � --- --- � 5 T "; � \ / \ � �-- I 1 I I 113-11 1/2"; 12 10 1 °' , R W12x14 (116 -8 ) 1 _ '_ " N N MJ I T STL BM 0 CMU FACE TB 3 (116 8) SLO ING 11 _ / a a , .- , „ R TB-3 (112 -0 ) I . N �. TB 3 0o LIST BRG 7 �, W10x12 (111 -0) 7 ao 1318 1 16K2 1 1 - I T/WALL (118 -8) I I 1 00 (11 3s- 8) .� _ - _ - a _ 1 2 116'-2 1 /2" a I 1 1 OK1 I I I I I I CL 8 � � o \ .. ', S5. T /TIE BM � .� 1 I I 1 1 l o t 3 / 2 16K2 5 6 3 2 11 _1%. TB-3 (116 -8) 8 - S3. wo 4 �� W12x14 (116'-8") .3 I T/WALL (118'-8") S3.1 J I SLOPING)I I I 1 N - I 116-0" 1 W10x12 (111 -0A.) I �--; 2 I I I I 5 _ T/CMU PARAPET 3 i X' �' 1 X 3 ,,,, 2, I I 1 28K6 I " c 2 I CL 2 5 I 12 11 11 12 1 ap �. o 8.6 6 - _ 6 „ 1 1 OK1 I 28K6 _ I 2 Do `�' 1 116 -0 0 00 o I I I Ln I I I T/TIE BM 11 I I I 13 I 00 _ I �° " �° I I I S5.2 1 119'_4p 9 _ Of - T/CMU 'ARAPET IM -2 SLOPING) 1 16K21 a 00 - M J 1 15 I �- I 1 ( i ir5 d- 5 _ TB-2 (SL PING) 1OK1 5.2 co TB-1 112' 6" � 16K2 P? sheet roto•/oorot•nta 1 SIM TB-2 SLOPING ( ) 1 SIM `a Rn 1 I I 12 1--- 11 11 16 (SLOPING) 2 j I 11 I `V i I 16K I �r' LOW ROOF 1OK1 115'-4" T 1 11 ; N FRAMING PLAN _ I I 12 I 5.2\I I I 6 ► 1 I � T TB 2 co / N t_ N t N N N ill-8m t_ . 41 _a". TB 3 (l16'-8-),, TB-3 117'-4") -8 81-4" 11 -8 8 10 71-8n 8 10 11 8 80-40 6 119-4" 161_8" 20'-0" 5.2 4t_oN 07�� T/CMU PARAPET F 36'-8" 23'-4" IF dra: wing number LOW RQOF FRAMING PLAN 1/8 10=1 P-Off VARIES T/BM �12 4 z ; p 4' 8' 24' TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE ■ 1/8 to _ 1'-p" MINIMUM BUILDING CODES. shoot 00 o4 ' I I I„ I L; I A co 2.2 a 00 cV 129'-6 1 " T/BM C � CV ('4 a O .L0 N D a 6 L0 N 0 129 V-6 Y T/BM I, P I } I s ! 11 I I i I� ------- r ." ., {. ' I '::r ,J -:, 1 ." i ! ,..: r ,,: ¢ . ;'.. ..,'' ds r.xJ. ✓ T - ! S II Q I I. 5 ,6 4 n 1 � � k a 4 e's v' 4{ I Iz NOTES. k .0 D MEMBRANE ROOF SYSTEM ON RIGID INSULATION (SEE L-4x4x1 /4xCONT DECK BRG ANGLE. ATTACH TO TIE BM ARCH) ON 1 1/2"-22 GA GALV TYPE "B" METAL DECK. w/ 3/4"0 WEDGE BOLTS EA END & 24" OC (MAX) BTWN. ROGERS, LOVELOCK & FIITZ, INC. ` ❑2 CLAY TILE ROOF SYSTEM ON INSULATION (SEE ARCH) ON 0 CONT 1/4" BENT PL w/ 4" LEGS. R n 1 1/2" — 22 GA GALV TYPE "B" METAL DECK. M PRE—PUNCHED HOLE IN MIDDLE THIRD OF BEAM FOR FS. SPRINKLER PIPES 6"0 OORD SIZE & LOCATION ❑3 W6x20 TYP AT SIDE .AISLE R00 ( MAX).)• w/ SHEET FP2.0 (NOT REQ'D IN W10'S) UntergoT ®esaaim ® HSS-4x4x1 /4 DIAGONAL & HORIZ STRUT IN PLANE OF Y I ROOF. 145 unool n Avenue ja P.O. ®ox 30 9 f i' ❑ / Winter Park, Florida 32790-0730 s 5 2 1/2" CONC SLAB ON 1.5VL' 18 GA DECK REINF w 6x6-W1.4xW1.4 WWF (4" TOTAL DEPTH). (407) m47-�a®3 Telefax (407) 629-91400 6 L-3 1/20 1 /2x1 /4xCONT DECK BRG ANGLE. SEE NOTE MD -5 ON SHEET S1.1. LGc•oo•o-UBauanbsr AA C000564 Manns Number 3® 0000629 project title A owner's name r IJ —U 1 I I , 2 r I_Y 1420-6" T/BENT PL (TYP 0 RIDGE) HIGH !ROOF FRAMING PLAN z 0 4' 8' 24' 1 /Q a = 1' 0" T/BM TYP UNO 4 � CATHOLIC DIOCESE OF ORLANDO` aYl ALL ira wt SOULSY CATHOLIC COMAIIUN�NTYJ CHURCH BUILDING i Mt SAIFORD, FLORIDA r 2 3 ALTERNATE ; 6 • •t ADD a n and C®nira dj; Onto ct; I I Structural EngbeeQ• t� f 130'-0" 04032 T/STL BM 0 CMU FACE ` x I I ALLAN and CONRAD, Inc. " CONSULTING STRUCTURAL ENGINEERS 142 —6 1280 PALMETTO AVENUE (407) 626-5262 T/BENT PL (TYP RIDGE) WINTER PARK, FLORIDA 32789 EB *767 $ a •tau/sG�UGa4000• ; „ W14 22 ' 6 X 12 W14 22 RIDGE BM m x W14 22 fB-2 1 /2revoelone UI- 00;- A� 8 • I P 3 130'-0" k S3.1 T/STL BM 0 CMU FACE ;1 i, 6'-4" 6,-4" 7'-4" a Ih7 n' �s S shoot title/contents X15, i HIGH ROOF' 3S FRAMING PLAN }1'� pp��9 'A IJf '. of I3 I Y a u O W1 601 I N r� Iql as t71 O iir � S N ate► fB-2 1 /2revoelone UI- 00;- A� 8 • I P 3 130'-0" k S3.1 T/STL BM 0 CMU FACE ;1 i, 6'-4" 6,-4" 7'-4" a Ih7 n' �s S shoot title/contents X15, i HIGH ROOF' 3S FRAMING PLAN }1'� pp��9 'A IJf '. of I3 a I I N Iql as t71 O N I � FEW co 00 STEVEN L. SHELT, PE ` 0036171 N Go date 16 JAN U ARY 2006 4 5 } 12 :— 0 job aaomberS �r V5.2 o -2037.04 5.8 dray by , s; 0 h VP F b,r�s N chocked m7 fJ! C WJ f" J. 7 I t, fB-2 1 /2revoelone UI- 00;- A� 8 • I P 3 130'-0" k S3.1 T/STL BM 0 CMU FACE ;1 i, 6'-4" 6,-4" 7'-4" a Ih7 n' �s S shoot title/contents X15, i HIGH ROOF' 3S FRAMING PLAN }1'� pp��9 'A IJf '. of I3 2 C B A.8 22'-o" 4 I tea, 1 S2.4 Q I I 13 V D 0 t B-2 (116'-0") 00 - I I I \ - ! .__..-. I,..... _I I1 I " LOW ROOF I I 00 I FRAM NG BELOW I N " r C) _ I .........; _ io tc °° I TB -1 116'-8" &1130 -0" HIGHROOF—-, FRAMI G D 12" CMU WALL REINF W/ #5 VERT & MATCHING DWL IN GROUT FILLED CELL 0 32" O.C. & AT CORNERS, INTERSECTIONS & EACH SIDE OF WALL OPENINGS. PROVIDE CONT HORIZ JT REINF 0 16" O.C. MAX. SEE MASONRY NOTES FOR ADDITIONAL REQUIREMENTS. ❑2 ROOFING SYSTEM (SEE ARCH) ON 1 1/2"-22 GA GALV TYPE "B" METAL DECK ON INFILL METAL STUD FRAMING 0 16" OC. 1�� FRAMING PLAN ABOVE LOW S2.4 1/8- =19-030 ROLLED L-40 (TENTATIVE - COORE w/ APPROVED DOME SHOP DRAWINGS) s, t I I ,_ L hl ��� __ - _ [ lid . -;, ^"-.-..,......,#,A,. r??;,c 7z ,,,r: ,u•, ,. ...- ,,, t+ ,..+ ,,. ,+.�••��"'"i+,trt.^'a f.„ ct.'+a u4�1 yti 4`yy : I r'N' g h ry• C B "t 4 22 ,_Oro ROGERS, LOVELOCK & FFdTZ, NO.'' 2, �» ,_o" 11._�ow ._o» ._�w '-o; 1��-10" '-o" 5,2 4 2.4 Gngan®®Qauug y24 4 'S S2 4 ` OnteurB®Q D ®sBgnn I 2 4.4 8 • I I 1 5 Lincoln Avenue TB -1 (137 -4) 2 I 3 I I I " °� I V.4 154 -0 I.O. ®ox Iso N - - 2 4 W12x14Winter Parks Florida 35700-0700 r , 00 \ T/STL BM 3; o _W1 - - - - o - - - - - - - - W12x14 c®7i 047 -loss 4x22 I W12x14 4 } rr Telefax (407) 020-9409 c, d- W14x22 �i o 0x12 2 6 L _ I I I _ I 2 I L-2x2x3 16 "X" BRACING License Number AA C000l564 r- W12x19 2 S2.4 / C) I I o o x - - - -' �' - x \ License l�uwnbeQ E® 00004tZs Cy 7 I . I 2 i I N _ .4 project title A 'owners name W12x19 L �, M W1 x12 LT GAGE CRICKET 2 C1 •4 V.44 I I ox121 I 1371-4CATHOLIC DIOCESE d- W1 422 2 �. MCI ­4W12x14 W12x14 1 i T/STL BM OF ORLANDO ., W14x22 - - - - - - - ------ �. .._ 71 w W12x14 130 -0 S2.4 2 T/TIE BM N TB -1 (13T-4») 8 1 I:p. F 7 S2.4 137'_. . " S2.4 154 -13SIM AM 4 q. SOIJI.S T/STL BMT/STL BM S5.2� 2.4 CATHOLIC COLVAMTYJill � # I CMRCH BUNDNVG � SEE PLAN ANFORD, FLORIDA t S2.4 Q ROOFING SYSTEM (SEE ARCH) ON 1 1 /2"_ 22 GA GALV T/DECK I 116'_ 0" S ` TYPE "B" METAL DECK. T/BM°j 2x2x316 . D ROOFING SYSTEM (SEE ARCH) ON 2 1/2" CONC SLAB ON ❑ L- / BRACING 1.5VL, 18 GA DECK REINF W/ 6X6 W1.4XW1.4 WWF 03 HSS-3x3x3/16 POST UP. TOTAL DEPTH). L-3 1 /2x3 1 /2x1 /4xCONT DECK BRG ANGLE. Q ROLLED L-4x4x1 /4 (LEG UP & IN) -PRELIMINARY DESIGN. `. COORD w APPROVED DOME SHOP DRAWINGS. I,r' 3 ❑ HSS-4x4x1 4 POST UP (/8 LOCATIONS / l )BiPacteve0 lEooaGnssys ' 9+ t(. L-4x4x1 /4xCONT 0 OUTLINE OF TOWER ABOVE FOR LT -GA ATTACHMENT. COORD w/ ARCH SECTIONS. 04032 ALLAN and CONRAD, Inc. CONSULTING STRUCTURAL ENGINEERS 1280 PALMETTO AVENUE (407) 628-5282 ; WINTER PARK, FLORIDA 32789 EB #767 x qOOF 2 T WER.FRAMING PLAN 3 DOMEFRAMIN PLANz PARTIAL ELEVATI NNEAR LINE C -1 .0S2.4S2.4 1/8 -1 -0S2.3S2.4 1/8 0.S2.3S2.4 1/8 tow�e r: �Y .,, I ; 4 ��.,Oed) a L -2X2 fi V \\ /� CONN, SEE 1/S5.2 CAP PL -3/8" w r. \ / '--� / PL-3/16"x3"x3/16 : AS REQD. ; 3/16 2.. .MIN TYP. • / � � W12, SEE PLAN STEVEN L. SHELT, PE 0036171 3/16/ \ W12, SEE PLAN date; ti / " " CAP PL 3/16. / \ WP ®FACE COL &BOT BM ro " - - M�>, L-2 x2 BRACE \ L-2 x2 BRACE TO " A " 16 JANU ARY 3/16 / TAB PL -1 2x4 x10 TYP 4 SIDES INSIDE FACE/TUBE / TYP) 3 /1 6 2„ MIN / ( ) job number 2037.04 : 3/16 2 MIN :: TYP. 3 16 1 1 2„ MIN HSS -44 I yt a drawn by PL -3/16"x4 "x Gf4?r e FRAMING SECTIONyP F ry 4 S2.4 S2.4 3/4 AS REQD 6 BRACE INTERSECTION r 52.4' S2.4 1 1/2 4 -on/ c0oec0<edl by W10 BEAM CVVJ 6» MET STUD PRE-ENGINEERED CONC DOME I I HSS -4x4 & 6" MET STUDS revisions;r & CONNECTIONS BY OTHERS HSS-3x3x3/16 POST FOR I , CROSS SUPPORT. PROVIDE L -2x2 BASE PL -1/2-0 1/2-09-15" I " 1 ' 3 a \ TYP. INSIDE FACE y 3 16 2' MIN OF TUBE L-3 1/2 x3 1/2 x 1 4x CONT / L-2"x2"x3/16" I 3/16 / 4 -SIDES y L -4x4, SEE PLAN y BRACE 4 SID 3 16 DECK BRIG ANGLE / �\ / „. / 3/16\ I " 3/16 r'x 3/16 V - METAL DECK MET DECK SEE L-8x4x1/2xCONT w w > ' COORD w/ ARCH :. \ SEE PLAN PL -1 /2 x4 `1 /2x0 -6 \ , PLAN FOR " DET B2/A75 / 1 SEE PLAN DIRECTION 'yk T/BEAM SEE PLAN 4• T/BEAM ,4 L-6 0 x 5/16 x CONT W10 BEAM W.P. COORD w/ ARCH aF; (LLH) HSS -4x4 & CONN, SEE 2/S5.2 HSS -3x3 o I DET F2/A7.5 , W12 BEAM w sleeet itis/contswots �`"�, ro TYP JST EMBED (SEE ro 7 -0 COORD w MFR d- SPACED 0 :I 2 _o / 5/s5.2) ADDITIVE BID �, y c c 32 O.C. ITEM NOTE: ROOF AND BRACING DESIGN IS PRELIMINARY AND SUBJECT TO MODIFICATION AFTER COORD w/ APPROVED DOME &CROSS SHOP DRAWINGS. " W14, SEE PLAN I TIE BM, SEE PLAN FRAMING PLANS t CONN, SEE 3/S5.2 AND DETAILS t� r�Y EMBED PL-5/8"x12"x1'-4" r t w/ (9) 3/40 x 5 3/16" HSA AS NOTED 5 FRAMING SECTION�'aMMloob numberDOME ,P S2.4 S2.4 3/4N='-o"K�7DETAIL @ POST BASE & LOWROOF ,y x a, S2.4 S2.4 1 1/2104 HeC fi i TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS a;. COMPLY WITH THE APPLICABLE w MINIMUM BUILDING CODES. z shebt OO of 4 7 A E C D E 0 1� 1 t, ..;. a , .. ., . : .. N4 :, 1.:. 5, '" I t .`,',, ,. -:. ,:. .' 1 I i I:. dl I ,. ;. 1' , 1 .::' .. t. , :':::i . .f. l I r. d i+� 1. '4. ':.. ,1 , ,,..s.� a r. .. l..t. v. 5 A ,, ni., :'. ... .: ,. 1 .. .. f.... .. .. .,.., ., 1 .. ,., i., . 1 + a... .} :,.. :: � ,.r NY ... Y., 4.. 4. t. I. ,:: 1 .. r': . < , I.. , r «'.. ✓ .,d+.. ., ,. �. b- 1. i. .. ,r, x i,, ,.. d iF .,.. x 1 kr.✓,.. », .. ,..+, ,,. I I r ,:. ,,.-: { , .� fs ,. <. ,: -„ r , .. � ,..: , ;,,. I ,:. ... .,: yr q. v. ...,. ,. ,:., ( ., c.. « "a ., , , .,. � ;. I -... ;( {. ,. ..... >, 4:. a Y 1.x :: r ,Y..:.. } {.., , ,aa. 3 n x.. , „i, .f ,... „ a . ..m x t .1- ,. r•,..:. ,. ., „ _r ., ,. .., ,, ,1 .-, le.. t ...... 11 ,,,... ,...,. 'x ,.1 3. ..., ,..:k...4 I I L I I o u .,� , s r 5 t � q : a I, � I 1. ,I ': x, t. S-. � 1 ..:u. ,, r.. x , r?, i N „ ,c ,,. J Y s ,i .. , i..... I,. r. ... r _, 4m 'S, S I _ , ..:. .......:. ....r„t.,., Fcar,.:..,�, , 46� .., n..,. :gµ . ,,,, .;:, oL. rt � ,r Y.. r , � 1 I I i f, ,. , ,I I I I I r L L- t d.. 1 ': _ -_ ��: ...,.:.:..�:......4.._._�,.��1 _. _ II..I. --__ 4 ... «.� .. m>,,....r' r ,...- ,. 4!A':. . : �L'3 t4 r ...a ,«. '. .. .,,.. . i• 5'�, e' ,.i ; 1 L .P. ,..4 k �r 4 y. Ev 7 5.8 52 4 7 5.8 5.2 4 2.4 ,rat I ry, AIK 142'-sN 12 142' s' ROGERS, `LOVEL.00K B FRITZ, NC. S5.3 TB -2--- 2 SIM VS5. INDICATES BO METAL DECK BEYOND (6:12 SLOPE) TB -2 TB -2 114'-8" BOT/METAL DECK BEYOND (6:12 SLOPE) TB_1 - - - - - i 112'-0" T/TIE BM110'-4" BOT/BM i I i 14 O N O N -O N i 8" (TYP) S5.2 '-0" 100 T/SLAB T/STEEL 0 RIDGE (BOT/DECK) TES BOT/METAL DECK BEYOND (6:12 SLOPE) 130-0" TE BOT/METAL DECK BEYOND 130'-0" T/CONC 0 CORNER WP INDICATES BOT/METAL DECK (6:12 SLOPE) 119'-419 yo� 114'-8" T/WALL BE T/CONC O CORNER WP 116'-6" T/TIE BM 113'-4" 7- T/TIE BM 100'-0" T/SLAB ADJACENT 16" CMU WALL B-3 I Lit NT PLATE O RIDGE kDVT/DECK) I I O N O N O N I B-3 Airchnftect uir® i, 12 12 d l: -2 6 �. 6 TB -2 Ount®Pa®� ®®mmB�ut, � 145 I,Unooln Menus r t 0 4' 8' 24' I.O. ®ox 720 AS NOTED u 9 WALL ELEVATION LINE 2 & 9 Winter Part, FOovlata 22700-0730 drawlno number t OPEN _ 1/8 (407) 647-1022 Tolls4oa (407) 039-0400 , S2.3 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS I I 115'-4" I' 5 p I 11 COMPLY WITH THE APPLICABLE I I 119 _4 " Lloe6es Number -AA 0000504 I � T/TIE BM T/TIE B 115-4" i T/WALL BEYOND License Number IED 0000629 ;. I: k "I T/TIE BM i project tltls A owner's name Y. TB -1 TB -2 fit,,4 116'-0" I F I I I TB -1 I T/CB CATHOLIC DIOCESE OF ORLANDO TB -2 10T-0" BOT/BM i 41.1 H ALL SOULS CATHOLIC COMiAIJNITY CINCH G SA, NFORD, FLORIDA ' WALL ELEVATION LINEA : WALL ELEVATION LINE A.8K`3 WALL ELEVATION LINEC siz s3.i i/e'�r-o' �sai 1/ff 8 S2.2 sz.z v.i i/e'=r-o sz3 S Q P 6'-8" 6'-4' g -4• 68_4, 6. 4• 6 6 _4• 5 � � yy18� ot 129-61/2 T/STEEL BM \ � HSS-6x6x1/2 � j � / HSS-6x6x1/2 10 � � � / � I 116'-8" � T/STEEL BM OPH 12 I I I HSS -1414, SEE PLAN �100$-0' � T/SLAB 4 BRACED BAY ELEVATION r5BRACED BAY ELEVAT S2.2 szz 52.3 S2.3 BOT/METAL DE K & T/STL BM i 12 S' TO WP 6 oo e TYPICAL BL 52.2 52.3 2 3 4 7 8 a� I S5.4 G;1DOwn and CC mire ,, Ono. 8truckwa0 Mg1nsws 1421-69' T/STEEL 0 RIDGE (BOT/DECK) I 04032 TB -2 I - - - I TB -2 INDIC TES BOT/METAL DECK ALLAN and CONRAD, Inc. % CONSULTING S7RUC7URAL ENGINEERS _ I BEYO D (6:12 SLOPE) 1280 PALMETTO AVENUE (407)628-5282 WINTER PARK, FLORIDA 32.759 /I I " / EB #'767 125'-4 130-0" ✓ I I anal/sl roataas T/TB-7 s BOT/METAL DECK BEYON 016 " -- -- I TB_7 " INDICATES BOT/METAL DECK �;, 118-8 �- - - 120 -0 114'-8 BEYOND (6.12. SLOPE) T/WALL ,T/TB-1T TB -1 TB_2 T/TB-2 TB -2I / TB -2 " I 118 -8 " TB -2 T/WALL 116 -0 118'-8" 4t -1 T/CMU PARAPE1168T i III, II i /STL BEAM BEYOND aalx T TB -1 TB -1 TB -1 T/TB_1 " i I I I I i SIM 114 -8 i i I I 11 1 1 - - - - - . µ 114, 8" r� . / T TB -1114'-8" i I i w J S5.4 T/TB-1 0 0 N i I i i i O N i I H -� - �{ I i i I i i i 100 -0 M i i i STEVEN L. SHELT, PE 0036171 i r I I I I 100-0 T/SLAB i T/SLAB date I ""'16' JANUARY ---2006 a. " fob nu " D _ 4 -4 bnbsQ 4 4 ATION LINE 6 WALL ...ECFV Q2037.04� WALL ELEVATION LINE S S2.1 S3.1 1/S"=1'-0" dre*I n by S2.21 S2.1 S3.1 1/8 -1-0 S2.3 S2.2 VP F chocked by P N M L CWJ a� #xr gsvblona 12,_8„ T_10" 70-8" 7$-10" 129_8" I I 142'-6"142-6" T/BENT PLATE 0 RIDGE (BOT/DECK) T/STEEL ®RIDGE (BOT/DECK) TB -2 TB -2 \ INDICATES BOT/METAL DECK BEYOND (6:12 SLOPE)12 - s �6 7� 130'-0" BOT/METAL DECK BEYOND L 129'-6 1 /2 130'-0" T/BM T/CORNER 0 WP l i t i- -_ i t Ii I I iI 116'-10" 115'-4" T/BM T/TB_1 AIK 112'-0" T/TIE BM 1001_0" T/SLAB 3 e Ill WALL ELEVATIONS .. O N O N O N 4A! i I 100'-0" T/SLAB Y � I 0 4' 8' 24' AS NOTED u 9 WALL ELEVATION LINE 2 & 9 drawlno number t _ 1/8 S2.1 S3.1 1/8 4-07 S2.2 S2.3 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. I;. sheet 00 o4 I: k "I fit,,4 I in _ r— � IIha REMARKS R DESIGN WIND SPEED: 110 MPH EA END MIDDLE Q W d LU EXPOSURE: B i •'1 N w o W cn U.J SEE PLAN TB -2 a'y M1 S F 1 I 11 #5 0 12" T/CONC 48" T/BM A 2'-0" TC -1 3 #7 VERT EF w/#3 11ES 0 12" OC SEE PLAN T/B NOTE: EXTEND COL. TO -'' UPPERMOST TIE BM. & TERM. VERT REINF. W/STD 90' HK 6" FROM T/BM. CV TC— 2 3-#6 VERT EF w/#3. TIES 0 12" OC a t I J r r i w I., E M1 u is I t I t I': r' 4 I I l ✓ I t a, r iY ^, .r k d 'l K'. r ?tt '! +. u r � 1 r 4tI ,:I A2 I l ) r�l i,aduAl ,O r. I '.: ,, r's.r: r „17i ri ra; rtt �, aJ.yrzc }sx orf "a"?„ r" �.a r"rl.tt�l"f"f•yx'Sk3 vn'�,. 5'y x�t 1r K"w w,rr, xl.� idr•p!' r< q.. wu 4 f' � ,a,, +': .i, �� r. t krr IY I n `1, ,'. _ lea TERM TOP BARS w/ STD 90' HK OR LAP w/ CORNER BAR TERMINATE COL REINF w/S 90' HK OR PROVIDE` SEPARATE HOOKED BARS #3 STIRRUPS ®6" OC OVER. M.O. ,END .STIRRUPS,. WHERE BARS TERMINATE �, PROVIDE FILLED CELL 0 4 -0 CONT OR SEE SCHED ROGERS, LOVELOCK & FRITZ, NSC. SEE PLAN LAP PER " " OC MAX FOR STIRRUPS I, T/ROOF SLAB 1-4 11-4" 1 -2 OP WIDER STIRRUPS OVER SCHED = TOP BARS, EXTEND THRU CANT &F00todAuve ' CMU WALL THAN 6 -0 ° quit 8�®®Q6�o sl- R V U N W V CD \ ■. N N _I e— v a C �SEE PLAN n T/FTG --- --- STD 90' HK 7-1 .WALL FTG OR COL FTG, SEE PLAN (, A 0 IF TYP TIE COLUMN DET 3/4"=1'-0" MC -1 C SEE PD Vj in _ r— � z REMARKS R DESIGN WIND SPEED: 110 MPH EA END MIDDLE Q W d LU EXPOSURE: B - o W cn U.J SEE PLAN TB -2 W COS %,n #5 0 12" T/CONC 48" T/BM N 5 8x16 2 #5 T FTG /' z o W 48" 48" w cn 16x16 SUCTION w , 10 R N. C%, N 4 SIDES (AT TOP & -56 50 2 #5 4 MID -HT) MIN TO 48" -50 500 TB -6 W 1= CAI a C �SEE PLAN n T/FTG --- --- STD 90' HK 7-1 .WALL FTG OR COL FTG, SEE PLAN (, A 0 IF TYP TIE COLUMN DET 3/4"=1'-0" MC -1 C SEE PD Vj in _ r— � vWWi REMARKS R DESIGN WIND SPEED: 110 MPH EA END MIDDLE w W d LU EXPOSURE: B - o W cn U.J SEE PLAN TB -2 W SEE PLAN %,n #5 0 12" T/CONC 48" T/BM _SEE PLAN 5 8x16 2 #5 T FTG /' z o W 48" 48" PROVIDE SLAB BOLSTER cn 16x16 SUCTION in OR PLASTIC SPACER 10 ''O C%, N 4 SIDES (AT TOP & -56 50 2 #5 4 MID -HT) MIN TO 48" -50 500 TB -6 MAINTAIN REQ 38 Cn -43 10 CONC COVER 5 Cn i= TB -7 -69 TURN 1/2 BLK " wo 5 z 48" ON EDGE EVERY ,'i; 16" a 38 2nd COURSE -43 •- °- - a C �SEE PLAN n T/FTG --- --- STD 90' HK 7-1 .WALL FTG OR COL FTG, SEE PLAN (, A 0 IF TYP TIE COLUMN DET 3/4"=1'-0" MC -1 C SEE PD Vj PRESSURE FOR COMPONENTS W REINFORCING BOT. BARS TOP BARS MID BARS CODE: ASCE 7-02 REMARKS R DESIGN WIND SPEED: 110 MPH EA END MIDDLE w , d LU EXPOSURE: B - o W o. U.J F-8.0 TB -2 W 2 #5 cn #5 0 12" a 48" 48" _SEE PLAN 5 8x16 2 #5 T FTG /' z o W 48" 48" W W cn SEE �PLAN TY /SLAB LL II -iJL U SEE �PLAN � T/FTG MFTG, SEE PLAN STD. 900 HOOK MASONRY COL/FTG DET 3/4"=it-Opp S4.1 2 21 W% ■ n OF OF go on O � W I vi I II •.• 0 1148 Llnooln Avenue P.O. ®ox 730 BOT BARS FIRST STIRRUP 0 1/2 Winter Park, Fuorlds 32790-0730 D LAP ® COL SP FROM SUPPORT (4407) 047-108 C—C — 2 C — 3 BEAM PER SCHED vasax (407) 629-9409 LINTEL,SEE MASONRY MID -DEPTH BARS LGoens• Number AA C00000�i4 , j REINF: 6-#6 VERT REINF: 8-#6 VERT REINF. 4-#6 VERT SECT " NOTES (IF REQD) 0000029 PROVIDE PLASTIC SPACER OR 1-#3 TIES 2-#3 TIES 1-#3 TIES 2 �Go•oos• Ii�Oaoen�•P 1�0 SLAB BOLSTER (4 SIDES) AT All M.O. Fe6ject tptuo A owner's name TOP OF LAP & AT 'TOP OF FORM TIE BM (TB-) CANT SEE PLAN &SCHED CATHOLIC DIOCESE OF ORLANDO COLUMN TYPES CONCRETE BEAM DIAGRAM NO SCALE SEE BM SCHED FOR BAR SIZES & SP ALL COL BARS THAT DISCONTINUE INTO COL ABOVE TO LAP 30 INTO COL ABOVE #4 TIES FOR 111 BAR OR LARGER AL= ti #3 TIES FOR ALL OTHER BARS MAX. SPACING = LEAST COLUMN DIMENSION OR: 10" O.C. MAX. FOR #5 BARS. 12" O.C. 'MAX. FOR #6 & #7 BARS 16" O.C. FOR #8 BARS OR LARGER. NOTE: ALL COL VERT'S SHALL BE SHOP OFFSET BENT, EVEN IF COL SIZE DOES NOT CHANGE. SLOPE OF INCLINED PORTION SHALL NOT EXCEED 1 IN 6. WHERE OFFSET EXCEEDS 3" SEPARATE DOWELS SHALL BE PROVIDED. WIND PRESSURE FOR COMPONENTS &CLADDING REINFORCING BOT. BARS TOP BARS MID BARS CODE: ASCE 7-02 REMARKS SIZE DESIGN WIND SPEED: 110 MPH EA END MIDDLE IMPORTANCE: 1.15 12x16 2 #5 EXPOSURE: B - #3 INTERNAL PRESSURE COEFFICIENT: 10.18 F-8.0 TB -2 12x16 MIN 2 #5 O #5 0 12" #3 48" 48" SEE 8/S5.2. MID BARS ARE AT EF 5 8x16 2 #5 WALLS - TRIB AREA 48" 48" NAND PRESSURE AND SUCTION (PSF) PRESSURE 16x16 SUCTION (SQ FT) ZEE 10 48" 4 51 TB -5 -56 50 2 #5 4 46 48" -50 500 TB -6 4 38 2-#6 -43 10 48" 5 51 TB -7 -69 50 2-#5 5 46 48" -58 500 16" 5 38 26" -43 CONCRETE BEAM SCHEDULE MARK SIZE (W x D) REINFORCING BOT. BARS TOP BARS MID BARS STIRRUPS REMARKS SIZE STIRRUPS 0 SP O.C. EA END MIDDLE TB -1 12x16 2 #5 2 #5 - #3 12" 12" F-8.0 TB -2 12x16 MIN 2 #5 2 #5 #5 0 12" #3 48" 48" SEE 8/S5.2. MID BARS ARE AT EF TB -3 8x16 2 #5 2 #5 - #3 48" 48" BEAM TB -4 16x16 2 #5 2 #5 - #3 48" 48" BM (IF' R Q'D) TB -5 8x16 MIN 2 #5 2 #5 - #3 48" 48" SEE 8/S5.2 TB -6 24"x16" 2-#6 2-#6 - #3 48" 48" - TB -7 12"x28" 2-#5 2-#5 2-#5 #3 48" 48" BREAKER. 16" 18" 22" 26" - - - - - B-1 12"6' x1 2-#7 2-#7 - #3 6to 6" PROVIDE CUT-OUT IN B-2 12"A 6" 2-#8 2-#6 - #3 6" 6" 8'-0" MAX LIFTS &CELLS B-3 12"x53" 2-#6 2-#6 3-15 EF #3 8012" 24" SPACE MID BARS EQUALLY �� 3/8 JT. OF JT. w/ 1-#5 VERT. M.J. DURING CONST INSPECTION. TYP. AT LIFT. PROVIDE FULL MORTAR , LOWEST COURSE IN AT FOUNDATIONs BEDDING AROUND ALL CELLS LIFT #1 TO BE COMPLETED PRIOR TO J FILLED CELL FOR EE SCHED FOR DWL SIZE & QUANTITY *EACH LIFT OF FILLED CELLS TO BE GROUTED SOLID PRIOR TO 'PLACING BM. REINF. N SEE PLAN ROOF FRMG, SEE Y T/TIE BM � I PLAN & DETS 3' CLR STD 90' HK-) � TIE BM, SEE PLAN de SCHED. SEE PLAN & SCHED. FOR SIZE & REINF. TYP CONC COL DIAGRAM' NO SCALE M.J. 1 �� i -FOOTING SCHEDULE MARK SIZE REINFORCEMENT (BOT UNO) REMARKS WIDTH x LENGTH x DEPTH F-3.0 3'-0"x3'-O"x12" 4-#5 EW #9 F-5.0 5' -0"x5' -0..x12" 6-#5 EW 16" F-7.0 7'-0"x7'-O"x24" 8-#5 EW T&B 38" F-8.0 8' -0"x8' -0"x24" 9-#6 EW T&B 61" COLUMN - - 22" WF -2.0 2'-0"xCONTx12" 3-#4 CONT T&B 3 TIES 0 48" O.C. 0 CONTROL JT. WF -3.0 3'-0"xCONTx12" -#5 CONT T&B 3 TIES 0 24" O.C. 16" SEE PLAN. POUR PRIOR TO IN CONC. TIE BEAM OF TIE BM ALL SOIL -S CATHOLIC COMMUNITY ry CHURCH 'BUILDN G SANFORD, FLORIDA Y „ A00m m and CCC onir d,, Unc . Structural Engineers 04032 ALLAN and CONRAD, Inc. CONSULTING STRUCTURAL ENGINEERS 1280 PALMETTO AVENUE (407)628-5282 WINTER PARK, FLORIDA 32789 EB /767 C6680!61gnature ao r•vIslons LL MIN. LAP SPLICE LENGTH SCHEDULE BAR TYPE BAR SIZE #3 w 1 #6 #7 #8 #9 #10 #11 FOOTINGS 16" 18" 22" 26" 38" 43" L 55" 61" COLUMN - - 22" 26" CONC OR MASONRY TIE BM, REINF. CONT. 0 CONTROL JT. 3/8"x1" VERT JT ES 83" WALLS 16" SEE PLAN. POUR PRIOR TO IN CONC. TIE BEAM OF TIE BM SEE PLAN I CONTINUATION OF FILLED CELL - SLABS 3/8" JT. T/TIE BM (IF' R Q'D) CONSTRUCTION. 69" 86" AT TIE BM BM - BEAMS (TOP) - - 28" 34" 49" CAVITY CAP OR HARDWARE CLOTH 73" 90" 107" BEAMS (MID &BOT) - - 0 CELLS NOT FILLED, NO BOND 26" 38" 45" FULLY GROUT ALL CMU BELOW FF AT BREAKER. 16" 18" 22" 26" - - - - - .-. SEE MASONRY NOTES r 8" OR 12" REINF. CMU BRG WALL. tz a PROVIDE CUT-OUT IN WALLS TO BE CONSTRUCTED IN FACE OF BLOCK FOR 8'-0" MAX LIFTS &CELLS STOP REINF. IN REINF. FILLED CELL ES KEEP JT. FREE OF DEBRIS o CLEAN-OUT AND GROUTED PRIOR TO PLACING NEXT KNOCK -OUT BLK BM �� 3/8 JT. OF JT. w/ 1-#5 VERT. M.J. DURING CONST INSPECTION. TYP. AT LIFT. PROVIDE FULL MORTAR , LOWEST COURSE IN AT FOUNDATIONs BEDDING AROUND ALL CELLS LIFT #1 TO BE COMPLETED PRIOR TO J FILLED CELL FOR w/ REINF. MIN. LAP SPLICE LENGTH SCHEDULE BAR TYPE BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 FOOTINGS 16" 18" 22" 26" 38" 43" 49" 55" 61" COLUMN - - 22" 26" 38" 45" 56" 69" 83" WALLS 16" 18" ` 22" 26" 43" 54" 66" 81 " - SLABS 16" 22" 32" 43" 69" 86" - - - BEAMS (TOP) - - 28" 34" 49" 59" 73" 90" 107" BEAMS (MID &BOT) - - 22" 26" 38" 45" FULLY GROUT ALL CMU BELOW FF AT STIRRUPS 16" 18" 22" 26" - - - - - FILLED CELLS SEE MASONRY NOTES AT LINTEL BLK BM � EA SIFT. 11110691 �e�o•��m.�.a�• N U_w a Cn SCHEDULES „ 3/8 JT. `�' ANDDIAGRAMS STOP JT REINFBACK-UP ROD AND ON ES OF JT CAULK PER ARCH. - FULLY GROUT ALL CMU BELOW FF AT t®r EXT WALLS r -1 tz WALL FTG, SEE PLAN & SCHED. REINF. FILLED CELL ES KEEP JT. FREE OF DEBRIS OF JT. w/ 1-#5 VERT. M.J. DURING CONST , NO SCALE AT FOUNDATIONs LIFT #1 TO BE COMPLETED PRIOR TO *,swung number BACKFILLING' FOR SLAB ON GRADE. NOTE: 30'-0„ O.C. (MAX.) TYP.-U.N.O. TYP REINFORCED MASONRY WALL DIAGRAM S TO THE BEST of MY KNOWLEDGE, S4ml WALL CONST JT 4 THE PLANS .AND SPECIFICATIONS. 1/2 ,� =1 -0 (HIGH LIFT GROUTING) S4.1 COMPLY WITH THE APPLICABLE 3/4"=1'-0" S4.1 MINIMUM BUILDING CODES. sheet 00 of 4 G 773 kr t I r u , r at � cu I a �. ..... ,,..., .a„h '1.... 1411,: I a 1 ; s _ ------------- ----__ -------- ._1 ---- II--�I- _._...I__l�a.h._k LILI-.Li..-..II 1. __.:_.1 _I. _ ._.��-�-----•------- -= - _ __ �.�.mM--1L.LJ- -�� _ _. 191 I I - -- I - -- xi , t err 1 x ,-..... ,..., , . ., .,... „rl.a alai a 1#5 0 48” OC MAX ONE CENTER 6 BAR IN MASONRY LAP _ STD J$ — SAW -CUT CONTROL JT 5 OUTSIDE CORNER BARS AME CMU WALL, SEE PLAN SIZE & NO AS HORIZ R F HK WITHIN 12 HRS. MAX. FILL JT FILLER h FTG. REINF., # 5 DOWEL TO MATCH VERT R R L . VEL .K, FRITZ NSI . / # RMRSI OC C SEE SCHED. OR DETAILS w ELASTOMERIC ' DESIGNATED BY SF ON PLAN —'i n Z� DEPTH " d" SEE PLAN. 1 DEEP SAW -CUT 1-#5 CONT REINF w/ STD HOOK AT END w FOR SLAB THICKNESS AirchOtectuire a SEE PLAN SEE PLAN SEE PLAN , e e o0 o Q Q Endo selrong Q _ I T SLAB T SLAB T SLAB ' o N 0" — _ / / _ Onto DD Iss6out I " " IIEI =1 11= — _ _ ( TYP. 2 x4 KEYWAY 0-1 - 148 Unooan Avenue COMPACTED SUBGRADE ' ' ' SUBGRADE P.O. Box 730 1 I 1'-0" TYP / 8" COMPACTED SUB RA 2— CONT COMPACTED `SUBGRADE = CONSTRUCT10N JT Winter Park, Fuorlde 32700-0730 2 TYP HORIZ REINF I w/ BLK BELOW 4" 4" (407) 647-1039 LAP AD N REINF SAM SIZE W FORMED METAL KEYWAY "' PROVIDE BLK WHEN FTG IS BELOW PER SCHED & 0. AS FTG REINF / vu.fx (07) 0�-0®0 COMPACTED SUBGRADE 1'-0" LAP 8" OR 12" LGoeI so Number AA C000564 PER SCHED" � aco.ns Number - E8, 0000629 CORNERS INTERSECTIONS � ovojeot tutu* a owners nano _`' TYP THICKENED SLAB EDGE DET TYP NON—BEARING WALL y , TYP STEPPED FTG DET TYP SLAB CONST CONTROL JT DETr3 4 5 — S5."=1'—O" S5.1 1 hof 55.1 CATHOLIC DIOCESE NO SCALE 55.1 TYP H O R I Z REINF I N 3/4".1 O„ 1 3 /4 3 /4 BMS WALLS AND FTG S of ORLANDO _O"3/42 1$ -On 1 I_p„ " z 8 MIN 16 - 5 EA. FACE " ALI. SOULS w # VERT REINF IN CONC. FILLED VERT REINF IN CONC. FILLED 22 [ } MAX TO MATCH s " CELL w/ LAP 0 T/SLAB CELL w/ LAP 0 T/SLAB CATHOLIC COMMUNITY COURSING to #5x5 -0 EA. FACE HORIZ JT REINF O 16" OC & MATCHING DWL, SEE HORIZ,JT REINF ®16 OG o & MATCHING DWL, SEE " w 2 TYP CHURCH BUILDING O11 --loo t I - COMPACTED FTG REINF, SEE SCHED OR DETAILS SUBGRADE 0 - — COMPACTED SUBGRADE " 2 MIN M 2 8 #5 EA. FACE #5x5'-0" EA. FACE NOTE: CC PROVIDE STL OR PVC PIPE SLEEVE THRU FTG AS REQD. THICKEN FTG AND PROVIDE ADDN REINF SAME SIZE & NO. AS FTG REINF. PROVIDE ADDN TIES 3" EA SIDE OF SLEEVE SLEEVED FTG DET NO SCALE L-6x6x3/8xCONT EDGE SUPPORT. WELD TO DECK SUPPORT EA END. D SECTION @ TABERNACLE S5.1 W 2 LAJ PLAN FOR LOCATIONS. PLAN FOR LOCATIONS.'. CUT OUT FACE SHELL OF C CUT OUT FACE SHELL OF COL BLOCKOUT SANFORD FLORIDA W BLK FOR CLEAN-OUT W " " .' ,�, BLK FOR CLEAN—OUT 6 MIN CLR 1 BASE PL;,:, SEE SCHED w & INSPECTION HOLE. & INSPECTION HOLE. JT MATERIAL, SEE ARCH a. JT MATERIAL, SEE ARCH (8)-7/8 0 F1554, 36 KSIng SEE PLAN SEE PLAN / THRD ROD ANCHORS IN GRADE T SLAB IF —71 3/8" OVERSIZE HOLES T SLAB _ _ _ _ /"tw" SAME AS ALL DWLS TO BE TIED -1 i _I L -11 COMPACTED tw COL THICKNESS ALL DWLS TO BE TIED COMPACTED SU6GRADE IN PLACE BEFORE IN PLACE BEFORE PLACING CONC.SUBGRADE N �aoawa9 and �m�� �ed9 Ono. PLACING CONC. N c� SEE PLAN v : SEE PLAN Structura0 Engineers T/FTG LU o T/FTG N �,,� w n _ 04032 v� V) PROVIDE ZINC COATING ON ALL I STEEL. SEE NOTE S-10 ON ALLAN and CONRAD, Inc. t; ,� SHEET S1.1 HSS -14X14 CONSUL77NG S7RUC7URAL ENGINEERS 3" CLR PROVIDE STL PIPE SLEEVE 3 CLR " HEAVY HEX NUT & PROVIDE 1280 PALMETTO AVENUE (407)1328-5282``' " 8 OR " WINTER PARK, FLORIDA 32789 8 OR AT ALL MECH PIPE THRU OVERSIZE 3/8 PLATE WASHERS E8 ,Inas LOCATE CENTERJ. EQ 12 EQ WALL, DROP FTG. AS REQ D, LOCATE CENTER EQ 12 EQ FILL SOLID w/ CONCE UNO C CONTR. COORDINATE. BARS TO MATCH SEE PLAN aaau/sp�nat�aQs BARS.: TO MATCH. WALL FTG, SEE WALL FTG, SEE TE UNDER OWL. POSITION 0 T SLAB D0 NOT EXCAVA / OWL. POSITION PLAN & SCHED EXIST FTG TO INSTALL PLUMB. PLAN & SCHEDCCL 2" NON -SHRINK GROUT I i EXT BLK WALL AT FTGr7�INT BLK WALL AT FTG 8 AlK SEE PLAN " "_ S5.1`; 3/4 =1 _O S5.1 3/4 1 0 o R T/FTG M \` woe STEP CMU AT RAMP EDGE & Cl EXTEND EXTEND SLAB OVER TOP E_ (2)#3 TIES �, 1 FLUSH w/ OUTSIDE n 1 4" MIN SLAB REINF w/ 1 "' �, TACK NUT TO l LAYER 6x6—W1.4xW1.4 WWF THRD ROD IIr STEVEN L. SHELT, PE 0036171 u, HEAVY HEX NUT data �n & STD WASHER 1& JAN'UARY-'2006 2'—o" BASE PL @ HSS 14x 1 4' Sg D job number 1-#3 EA NOSIN 3/4=1'_0„ S5.1 2037.04 r # drawn by 1" NOSING (TYP) _ VPF SEE ARCH FOR -:l I IE METAL DECK, I - TREADS & RISERS ' =1 I ` SEE PLAN L-6x6xCONT chocked by SLOPE DN %,.1, 2 _0" SEE PLAN C WJ T/SLAB 6 SLAB T/SLABrevesoons — — o #4 0 12 OC (CENTERED) =1 1, _'I I _ 11_4 16" OC TEMP — III 0 CONTR: FTG CAN STOP WHEN 2-#4 CONT 02-#4 CONT OPEN - SEE 11/S5.1 FOR RAMP HEIGHTIS LESS THAN RAMP EDGE 8" EXP JT MATERIAL ADD'L INFO NOT 12" ABOVE GRADE, (TURN DOWN g" SHOWN EDGE PER 13/S5.1 « ,' STAIR ON GRADE SECTION @ TABERNACLE SECTION @ RAMP SLAB 12 EDGE OF RAMP SLAB 13 CONC.� 4 15 �l 4" MIN SLAB REINF w/ 1 LAYER 6x6—W14xW1.4 WWF = Z �---- #4 0 48" OC & - '�' AT EACH CORNER 1-#4 CONT IN KNOCK -OUT BLK w ADJACENT RAMP JOINT REINF 0 16" OC OR SLAB, SEE PLAN. VIA _ :) I i- GROUT CELLS & KNOCK—OUT E 1-- � 11- ={I COURSE PRIOR TO BACKFILLING SEE PLAN T/FTG A I FTG 20" WIDE x 12" DEEP REINF w/ 2—#5 CONT EQ. 8" [EQ.[ do & #4 ACROSS O 48" O.C. SECTION @ PLATFORM AND RAMP 11 3/4"-1'-0" S5.1, W 2 LAJ PLAN FOR LOCATIONS. PLAN FOR LOCATIONS.'. CUT OUT FACE SHELL OF C CUT OUT FACE SHELL OF COL BLOCKOUT SANFORD FLORIDA W BLK FOR CLEAN-OUT W " " .' ,�, BLK FOR CLEAN—OUT 6 MIN CLR 1 BASE PL;,:, SEE SCHED w & INSPECTION HOLE. & INSPECTION HOLE. JT MATERIAL, SEE ARCH a. JT MATERIAL, SEE ARCH (8)-7/8 0 F1554, 36 KSIng SEE PLAN SEE PLAN / THRD ROD ANCHORS IN GRADE T SLAB IF —71 3/8" OVERSIZE HOLES T SLAB _ _ _ _ /"tw" SAME AS ALL DWLS TO BE TIED -1 i _I L -11 COMPACTED tw COL THICKNESS ALL DWLS TO BE TIED COMPACTED SU6GRADE IN PLACE BEFORE IN PLACE BEFORE PLACING CONC.SUBGRADE N �aoawa9 and �m�� �ed9 Ono. PLACING CONC. N c� SEE PLAN v : SEE PLAN Structura0 Engineers T/FTG LU o T/FTG N �,,� w n _ 04032 v� V) PROVIDE ZINC COATING ON ALL I STEEL. SEE NOTE S-10 ON ALLAN and CONRAD, Inc. t; ,� SHEET S1.1 HSS -14X14 CONSUL77NG S7RUC7URAL ENGINEERS 3" CLR PROVIDE STL PIPE SLEEVE 3 CLR " HEAVY HEX NUT & PROVIDE 1280 PALMETTO AVENUE (407)1328-5282``' " 8 OR " WINTER PARK, FLORIDA 32789 8 OR AT ALL MECH PIPE THRU OVERSIZE 3/8 PLATE WASHERS E8 ,Inas LOCATE CENTERJ. EQ 12 EQ WALL, DROP FTG. AS REQ D, LOCATE CENTER EQ 12 EQ FILL SOLID w/ CONCE UNO C CONTR. COORDINATE. BARS TO MATCH SEE PLAN aaau/sp�nat�aQs BARS.: TO MATCH. WALL FTG, SEE WALL FTG, SEE TE UNDER OWL. POSITION 0 T SLAB D0 NOT EXCAVA / OWL. POSITION PLAN & SCHED EXIST FTG TO INSTALL PLUMB. PLAN & SCHEDCCL 2" NON -SHRINK GROUT I i EXT BLK WALL AT FTGr7�INT BLK WALL AT FTG 8 AlK SEE PLAN " "_ S5.1`; 3/4 =1 _O S5.1 3/4 1 0 o R T/FTG M \` woe STEP CMU AT RAMP EDGE & Cl EXTEND EXTEND SLAB OVER TOP E_ (2)#3 TIES �, 1 FLUSH w/ OUTSIDE n 1 4" MIN SLAB REINF w/ 1 "' �, TACK NUT TO l LAYER 6x6—W1.4xW1.4 WWF THRD ROD IIr STEVEN L. SHELT, PE 0036171 u, HEAVY HEX NUT data �n & STD WASHER 1& JAN'UARY-'2006 2'—o" BASE PL @ HSS 14x 1 4' Sg D job number 1-#3 EA NOSIN 3/4=1'_0„ S5.1 2037.04 r # drawn by 1" NOSING (TYP) _ VPF SEE ARCH FOR -:l I IE METAL DECK, I - TREADS & RISERS ' =1 I ` SEE PLAN L-6x6xCONT chocked by SLOPE DN %,.1, 2 _0" SEE PLAN C WJ T/SLAB 6 SLAB T/SLABrevesoons — — o #4 0 12 OC (CENTERED) =1 1, _'I I _ 11_4 16" OC TEMP — III 0 CONTR: FTG CAN STOP WHEN 2-#4 CONT 02-#4 CONT OPEN - SEE 11/S5.1 FOR RAMP HEIGHTIS LESS THAN RAMP EDGE 8" EXP JT MATERIAL ADD'L INFO NOT 12" ABOVE GRADE, (TURN DOWN g" SHOWN EDGE PER 13/S5.1 « ,' STAIR ON GRADE SECTION @ TABERNACLE SECTION @ RAMP SLAB 12 EDGE OF RAMP SLAB 13 CONC.� 4 15 �l ! ..I I :. d ':. '.;'• .:.... , ....a. : 41,.19 nd,,...,, r, iz l _.., ,.r.di +.,.. . 1,. .. 1 Kv a.t ,:.., 'Li :: .. , ,..: .., I I: I I I L. ! I 1 <. 1/2" "N" A325–NBOLTS FINGER TIGHT OF COL CLR. W SSL HORIZ HOLES IN BM WEB REINF FILLED , / 11E BM REINF, FOR W8, W10, W12 & W16 USE: " (JAMMED THREADS) CELL, SEE PLAN ' » a 1 2 1 /4 COL CAP PL SEE PLAN & EMBED PL -5/8"x7 -5/8"x1' -4w / SCHED w 3 3 4"0x5 3 16" DBL TAB PLATE t , " ar /(J / / CLR. ®DISCONTINUOUS COLS SEE PLAN SEE SCHED COPE TOP FLG, CONC, COL. T/BM w STACKED HSA (419 OC VERT) OR BM Ms SEE PLAN SEE PLAN 3" TYP. --- ROGERS,�LOVELOCK& FRITZ,NC. T BM. T/BM.MOM 5 x 12" 0 EA. "W" BM,. ROW OF H.S.A. 1 1 2" TYP. w STL BM, SEE PLAN N / SEE PLAN a SEE SECT 3/S5.2 FOR CONN INFO WHEN END OF WALL Q Iu��Oun®®Qao IS FILLED CELL qu�it®ir6or ID *soon 2" FOR W8 & W12 USE: 1 RET Q TOP BLOCK-OUT AREA EMBED PL -5/8"x11 -5/8"x1'-4" w 6 6 1 1 2" 1 /4 (TYP EA ANGLE) "«�(� 14m Linco0n, Avenue 2 1 /2 MAX TYP» " (1 –4 xEMBED PL 3/4 sx5 3/16 DBL "STACKED HSA (6 OC P.& ®ox 78011, 6 1 1/2 HT) FOR EMBED PL 10-4" VERT WInt•Q Park, Flor6d• 32790-0730 tw "N" 3/4»0 A325 BOLTS « - " TYP TYP x 1 1 2" & POUR SOLID ) (�a®7) 647-039 N 3/4 0 A325–N ' BOLTS. " IN SSL HOLES. co TYP FOR W18 & W24 USE. 46044ax (407) 620-9409 BEAM PLATE "t" "N" BOLTS "tw" WELD W10 1/4" 2 3/16" W12, W14 1/4" 3 3/16" W16 1/4" 3 3/16" W18 1/4" 4 3/16" W21 1/4" 5 3/16" BEAM TO BEAM SHEAR CONNECTIONS BEAM CONNEC11ON ANGLE SIZE "N" BOLTS EA. LEG. W8 -W12 2 L-3 1/2"x3 1' 2"x5 16"x0'-6" (2) 3/4"0 A325–N W14,W16 (2) L-3 1/2"x3 1 /2'x5/16"x0'-9" 3 3/4"0 A325 -N W18 2) L-3 1/2"x3 1/2"x5/16"x1'–O" 4 3/4.0 A325–N_ W21 (2) L-3 1/2"x3 1/2"x5/16"x1'–O" (4) 3/4°0 A325–N L-2x2x1 /4x3'-0" EA. 13 W—BM. CONN. @ STEEL COLrf\ BEAM TO BEAM CONN K___21 N D JST, SEE " EMBED PL-3/4"x11-5/8"x2�-0" w/(8) co -- -- 3/4"0x5 3/16" DBL STACKED HSA (6" OC License Number AA C900064 U , , VERT) License Number EB 0900 629 04 - — project tGtO• ,8 ourre•Q's moron ,� �,� ..TYPE "B" � TYPE "�„ �a TYPE A CATHOLIC �- STL BM, SEE PLAN LIC. DIOCESE PL -3/4" w/ PL -5/8" wPL-5/8 w/ w - w " OF ORLANDO 12-3/4"06 3/16 HSA 9-3/4"06'3/16" HSA 6 3/4 0x5 3/16 HSA TOP FLG NOT SHOWN FOR CLARITY TIE BM REINF, TIE COL BEAM SIZE "N" L3 1/20 1 /2x1/4 FRAME — CONNEC11ON ANGLES I EMBED PL W8 – W10 2 2 L-3 1/2"x2 1/2"x5/16 8 "C" W12 – W16 3 (2) L-3 1/2%3 1/2"x5/16" TOP CHORD OF JST OPNG SIZE JI "B" W18 - W21 4 2 L-3 1/2"x3 1 2"x5 16" "B" W24 5 2 L-3 1/2 It 01/2"x5 #4 "U" TIES 0 24" OC� 16" "A" �! L-2x2x1 /4x3'-0" EA. 3/4-0" �.2 3/419=1,_0�, S5.2 �--� vnunvn 77 7 w TYP. W» BM. CONN @ CONC. 3 S »AWORDw KA 8" OR 12" LINTEL BLK COURSE w / � 1 ; � CONT. SEE � t crus PLAN SEE PLAN STL BM – '�` / REINF PER SCHED ;! SEE PLAN I SEE PLAN TIE BM (TB ) /\�/ TYP. 3/16 2 _ / �-- T/PARAPET 1 4" 1 4" .i – T PARAPET _ / / SEE PLAN &SCHED'! JST. BRG. & T/BM. L SEE PLAN FOR MAS WALL 3�� 6 4 REINFORCING L-3x3x1 /4xCONT SEE PLAN FOR MAS / \ EA. JOIST " / O ' i' La90sn and cnirsdq one. WALL REINFORCING TYP. 3 16 2 2 1/2 F` / \ CMU WALL, BtQ0004w•aosn••P: ; MIN. BRG. � / �� \ �' L-3x3x1 /4xCONT SEE PLAN MIN BRG 2 1 /2 DEEP JST BRG END / J \ y � STEP TOP OF GROUT BLK. SOLID 0 JOIST � WALL AS . 3/16 MET DECK, SEE PLAN T/BM. II \ / I SEE PLAN REQ'D TO 04032 — — � MAINTAIN MIN ..., JST. BRG. & T BM. TIE BM., SEE PLAN BEAM DEPTH ALLAN an CONRAD, Ina. CON NG S7RUC711RAL it DEEP BRG. END EMBED PL 1 2"X8"X0'-8" ( O PA AVENUE ) 828N5282 2 1/2 ( WINTER PARK, FLORIDA 32789 3.5W/4-1/2 0x4 LG. STL JST H.S.A.H S.A. AT EB #787 THING DWL w` STD TIE BM., SEE. PLAN EA. BRDG. LINE, .HALFWAY MATCHING BETWEEN, & EA. END TO HK ®EA. VERT MAS sial/•p�ro•taouc , UPLIFT BRDG, � TYP. JOIST BRG.PROVIDE SEE PLAN L-5x3x /�SEAT HORIZ BRDG T&B SUPPORT DECK ANGLE � STL JST, SEE PLAN UPLIFT BRDG SEE PLAN REINF BAR. 1 4x1 –0�w I STD LAP w VERT BAR. SEE PLAN 2-1/2''0x6" HSA 8'SEE PLAN , STL BM c/c HARDWARE CLOTH OR INDICATES L-2x2x3 16 t STL JST, SEE PLAN PROVIDE 2- 1/2"0 AIR... METAL CAVITY CAPS I FOR BRACE SEE PLAN 0 L-3x3x3/16xJST DEPTH I BLEED HOLES EA. LEGNOTE: LOCATIONS. WELD TO BOT HARDWARE CLOTH OR w/ 1/2"0 SLEEVE ANCH BIVI ;, DO NOT WELD BRACE UN11L ALL CHORD (AS CLOSE AS POSSIBLE TYP SLOPING TIE DETG �r METAL CAVITY CAPS 8 0R 12 CMU, SEE PLAN IN CONC. FILLED CELL 0 BOT. » �• DEAD LOADS ARE IN PLACE. TO JST PANEL POINT) AND 8 OR 12 CMU, SEE PLAN BEAM. JOIST BRG. @ EXTERIOR K__5 JOIST BRIDGING @ EXTERIOR 1 --<E,E. 6 3/4"_1'-p" S5.21/8 3/4"=1'-0„ ��.2 TYP JOIST BRG @ STEEL BM r7 I I EA SIDE F( 1/8 1 EA LEG 3/4"=1'-0" �.2 PLAN TYP. SEE PLAN 3/16 2 JST BRG & T/BM. 011 MET DECK, SEE PLAN PROVIDE JST REINF L-1 1/2x I ,_„ STL JST, SEE PLAN 1 1/2x1/8 ES w/ 1"x1/8 FILLET�� EE WHEN DIM EXCEEDS 4" PROVIDE JST REINFORCEMENT AT ALL LOCATIONS WHERE CONCENTRATED LOAD OF GREATER THAN 200 LBS AND LESS THAN 1000 LBS. DETAIL APPLIES TO CURB SUPPORTED MECH EQUIP. JOIST REINFORCEMENT DET 3/4"=1,_019 S5.2 IW TOP CHORD OF JS1 SMALL OPENING DETAIL SMALLER THAN 12" SQ. h LARGER THAN 6" SQ. ROOF OPENING DETAIL rj_3_� NO SCALE �.2 PL -3/8"x4" x0'-4"' L=3'-0" L-300/4 CEN AT PANEL POINT L=4'-0" – L-306/16 L=5'–O" – L=3 1/20 1/2x5/16 SEE DET FOR REINFORCEMENT 1F LOAD IS ATTACHED TO JST 'CHORD BTWN PANEL POINTS. PROVIDE HANGER SUPPORT PER ABOVE DET- WHEN LOAD IS BETWEEN 200 LBS AND 1000 LBS AND LOCATED GREATER THAN 4" FROM PANEL POINT. JOIST REINFORCEMENT DET 10 3/4"_1'-0" �.2 FILLED CELL AT CORNER, TYP. NOTE: " PROVIDE CORNER BARS " N FOR LOWER TIE BM LL LL v cc LL F SEE PLAN I TIE BM., SEE PLAN UPLIFT BRDG, SEE PLAN JOIST BRG. SEAT: HARDWARE CLOTH OR PL -3/8"x7 5/8"x1'-0" w/ METAL CAVITY CAPS 2-1/2-041G. H.S.A. SEE PLAN FOR MASONRY (8"C/C)–PROVIDE (2) 1/2"0 WALL REINFORCING AIR BLEED HOLES. BUTT JST ENDS TYP. COMMON JOIST BRG @ TIE BM 11 3/4"_i'-0" S5.2 TYP STEPPED TIE BM DET'S )ARS W/ HOOK. M w 3ARS rl _4 55.2 SEE PLAN T/BM. 3/16 1z 4 �I 3_1 STL JST, SEE PLAN TIE BM, SEE PLAN - DECK SUPPORT L-5x3x1 /4xCON (LLV)–ADJUST TO SUIT ADJ JST CAMBER EMBED L-5x5x5/16xO'-6" wr 2-1/2"06" HSA 4' c/c & 2 – 1/2'10 AIR BLEED HOLES IN HORIZ LEG. (SPACE EMBED 0 4'-0'' OC) SEE PLAN FOR MAS WALL REINF (PROVIDE STD HOOK INTO TIE BE L3 1/20 1 /2x1/4 FRAME — DECK SUPPORT @ CONC. BM. CONTR. COORDINATE SIZE & I 3/6"=1'-0" z N LOCATION W/APPROVED MECH. - I a' SHOP DWGS. — ,r _I IE COPE ANGLES 0 JST 3/16 TOP CHORD OF JST OPNG SIZE JI LARGE OPENING DETAIL 3/16 LARGER THAN 12" SQUARE OR ROUND ONC GABLE, SEE ELEV ON SHEET METAL DECK, SEE PLAN. REINF MET DECK w/ #4 "U" TIES 0 24" OC� �! L-2x2x1 /4x3'-0" EA. SIDE OF OPNG. WELD 2-#5 MID–DEPTH BARS ®12" OC STEVEN L: SHELT, PE 0036171 ` psi 2–#5 TOP CONT W EA. FLUTE, FRAME w NOT REQ'D Wit• IW TOP CHORD OF JS1 SMALL OPENING DETAIL SMALLER THAN 12" SQ. h LARGER THAN 6" SQ. ROOF OPENING DETAIL rj_3_� NO SCALE �.2 PL -3/8"x4" x0'-4"' L=3'-0" L-300/4 CEN AT PANEL POINT L=4'-0" – L-306/16 L=5'–O" – L=3 1/20 1/2x5/16 SEE DET FOR REINFORCEMENT 1F LOAD IS ATTACHED TO JST 'CHORD BTWN PANEL POINTS. PROVIDE HANGER SUPPORT PER ABOVE DET- WHEN LOAD IS BETWEEN 200 LBS AND 1000 LBS AND LOCATED GREATER THAN 4" FROM PANEL POINT. JOIST REINFORCEMENT DET 10 3/4"_1'-0" �.2 FILLED CELL AT CORNER, TYP. NOTE: " PROVIDE CORNER BARS " N FOR LOWER TIE BM LL LL v cc LL F SEE PLAN I TIE BM., SEE PLAN UPLIFT BRDG, SEE PLAN JOIST BRG. SEAT: HARDWARE CLOTH OR PL -3/8"x7 5/8"x1'-0" w/ METAL CAVITY CAPS 2-1/2-041G. H.S.A. SEE PLAN FOR MASONRY (8"C/C)–PROVIDE (2) 1/2"0 WALL REINFORCING AIR BLEED HOLES. BUTT JST ENDS TYP. COMMON JOIST BRG @ TIE BM 11 3/4"_i'-0" S5.2 TYP STEPPED TIE BM DET'S )ARS W/ HOOK. M w 3ARS rl _4 55.2 SEE PLAN T/BM. 3/16 1z 4 �I 3_1 STL JST, SEE PLAN TIE BM, SEE PLAN - DECK SUPPORT L-5x3x1 /4xCON (LLV)–ADJUST TO SUIT ADJ JST CAMBER EMBED L-5x5x5/16xO'-6" wr 2-1/2"06" HSA 4' c/c & 2 – 1/2'10 AIR BLEED HOLES IN HORIZ LEG. (SPACE EMBED 0 4'-0'' OC) SEE PLAN FOR MAS WALL REINF (PROVIDE STD HOOK INTO TIE BE DECK SUPPORT @ CONC. BM. DECK SUPPORT @ CONC. BM. 16eswlnq number 3/6"=1'-0" 55.2 3/4'•=1'_0•55.2 f75 x ,r ONC GABLE, SEE ELEV ON SHEET S3.1 #4 "U" TIES 0 24" OC� �! 2-#5 MID–DEPTH BARS ®12" OC STEVEN L: SHELT, PE 0036171 ` psi 2–#5 TOP CONT W w Wit• 16 JANUARY 2006k 316 Z MET DECK SEE PLAN � log muorob•Q 0 2037.04 VARIES BOT/DECK .r•wm py L-3 1/20 1 /2x1 /4xCONT VP F STEPPED TIE BM, SEE PLAN byh E. IdheakeIi EMBED PL- 1/2"x8"x0'-8" CWJ W/4-1/2"0x4"LG. H.S.A. 4'-0" OC & EA. END TO Q•v(•aouns SEE PLAN FOR MASONRY SUPPORT DECK ANGLE WALL REINFORCING u GABLE CMU END WALL SECTION dr 3/4 4k9i f L -31/2x21 /2x1 /4 �f.7— R xCONT. (LLH) FOR T DECK SUPPORT SEE DECK NOTES k" ROOF DECK SEE PLAN 3/16 _ 3i sheat tMe/contents SEE PLAN M. SECTIONS AND DETAILS h TYP. JST BRG SEAT, STL BM, SEE PLAN SEE OTHER DIETS Y' AM) SEE PLAN FOR MAS WALL REINF TIE BM, SEE PLAN (PROVIDE STD HOOK INTO TIE BEAM) „ F 4�P s ASi NOTED DECK SUPPORT @ CONC. BM. DECK SUPPORT @ CONC. BM. 16eswlnq number 3/6"=1'-0" 55.2 3/4'•=1'_0•55.2 f75 s . f75 ,r Ul 10 M N 3/16 BENT PL - 3/16 4x4x1 /4xCO11,11T BENT PL-4x4x1 /4xCONT 130'-0" WP 0 CORNER WP W6 RAFTER, In /10, SEE PLAN CAP PL -5/8" 1/2" 3/16 to � ._. L-5x3x1 /4x0'-4" BRG W -BM, SEE PLAN 3/16 SEAT -CUT TO FIT 5" 3/16 CONN ANGLE, SEE 2/S5.2. COPE BM FLANGES AS REQ'D MET DECK, SEE PLAN \ 612 \ � W6 RAFTER, SEE PLAN 112'-O" 1 /2" I /BM. \ 3/16 CONC TIE BM, EMBED PL -1/2"x7 5/8 xO -10 SEE PLAN w/ (2) 3/4"04" HSA - I PROVIDE (2) 1/2"0 AIR BLEED HOLES. I 8" CMU, SEE PLAN I VERT REINF, SEE PLAN - EXTEND TO T/BM (TYP). LOW & HIGH ROOF AT C SEE 3/55.3 AND \ 4/55.3 FOR MOMENT CONN AT W21 M L-441/2 ES IF (USE BENT PL AT SIM) 3/4"=1'-0" ., .. r. 4fa+�s e � 4' TOP FLANGE OF W21 BOT FLANGE OF W21Vrrh RAFTER, SEE PLAN RAFTER, SEE PLAN F COL & BM r OF COL & BM MET DECK, SEE PLAN HSS -1404 HSS -1414 MET DECK, SEE PLAN 8" 3 1� 1" 1+_1" 1/4 I, S5.3 12 s" 1'-0" ROGERS,LOVELOCK FRITZ, INC. W21 RAFTER, SEE PLAN 6� 3/16 12 YOo --- --- " 6 L 1F0h0t6CtUlr® 6 I I Q ��, a•®�a', BENT PL-4x4x1 /4xCONTCq N 4 3 I I 3 Omit®[Fa®V 09800[M W10 RAFTER, SEE PLAN 1 = - - - - _ _ = _ _ Qj 144 Uncoon Avenue Adk 130'-0" " I I P.O. ®ox 730 WP CORNER N 1/4 STIFF PL EA SIDE f \ I I Winter Park, ,FocQGda 32790-0730 " 411 1/2- (4407) 8447-9039 1 1 /2 BRG SEAT (SAME WIDTH I AS BM FLG) U) I�- - - - - - - PL -1 /2" '4 v*o*f.x (407)'629-9,409 7= ERECTION BOLT " FULL HSS -14x14 COL PL -1 2" SLOPED I: HSS -14x14 COL 3/16 » w/ 5/8 CAP PL RETURN / (SLOPED) ooc*oo�a I�aunnibau A� Co0®i�44 1 /4 1 /4 STIFF PL EA SIDE U.N.O. 1 /4 Lle*nss @lumber ES 0000629 3/16 xx i W—BM SEE PLAN arolOct tato* A owner's name CONN, SEE 1/S5.2 (TYP) 4" METAL STUDSx TOP VIEW -MOMENT CONN 3 BOTTOM VIEW -MOMENT CONN 4 CATHOLIC KNOCESE 6" METAL STUDS 0 16" OC (TYP) 3 16 2@24 7" / 1 1 /2"=1 r_0„ S5.3 1 1/2 rr_1,_On S5.3 OF O�AN�O L-4x4x1 /4xCONTF 3/8 LT GAGE SUPPORT L-430/4 (LLV) x CONT LT GAGE SUPPORT (STOP 0 BRACE CONN) 20 GA BENT CLOSURE PL -w/ 4" LEGS, i CONNECTED EE & 24" OC W/#10 SDS ES 3/16 2@24 3/16 2@24 _ ' ' 3 16 2@24 1 - � " " CONT RIDGE BEAM NOTE: VALLEY BEAMS L 3x3x1 /4XCONT i I 3 16 2@24 / BENT PL 1 /4 x3 x3 xCONT T ALL SOULS / AND DECK NO t l 9 " i X SEE PLAN _ 6 B SHOWN FOR CLARITY Y OL 116 -10 116 10 6 CATHODIC CO T/BENT PL 0 RIDGE K, 12 I —J 6 T/BM. T/BM. 12 12 3/16 � CI�JRCH �N It ' 116'-8 1 2" 12 i SAIIFORD, FLORIDA 116 -8.1 2 / 6I / MET DECK, SEE PLAN SLOPING BM WP 0 COL CL SLOPING BM WP 0 COL CL 6 I i i i W24 RIDGE BEAM ' 12 TYP 5/16 7 1:;' W -BM, SEE PLAN W -BM, SEE PLAN Ci C 01L CONN, SEE 2/S5.2 (TYP) W10, SEE PLAN 5/8" PL T&B 1 -0 of SINGLE PL CONN PER 1/S5.2 HSS -1404 COL CONN ANGLE, SEE (5"WIDE TOP, HSS 12" 2 S5 2 COPE BM LaHan and Ccnired9 One. / 9" WIDE BOT) Structurso EneGnows FLANGES AS REQ D W10, SEE PLAN W14 RIDGE BM, SEE .PLAN SECTION A -A CONT W24 W14 W14 RIDGE BEAM 04032 I + I II I • ii ALLAN , and CONRAD, _Inc. LOW & HIGH ROOF AT RAFTERS r2 RAFTER RIDGE BM CONN r5-1 CONSULANG STRUCTURAL ENGINEERS " r rr 5.5..3 It= r n � I I I I \ 1280 PALMETTO AVENUE (407) 628-5282 , 3 4 =1 -0 r� 1 1 /G 1 _0 55.3 -_______ - WINTER PARK, FLORIDA 32789 EB 9767 �� �- a*a0/s9�nat�uQ• MET DECK, SEE PLAN 20 GA BENT CLOSURE PL -w/ 4" LEGS, CAP PLATE W24 OF COL & BMCONNECTED EE & 24" OC w/#10 SDS ES -5/8" T&B W14 4 8" W24 x CONT BENT PL-1/4"x3"x3"xCONT TOP VIEW B -B 3/16 12 6" 61 .3' TOP FLG OMITTED FOR W14 z 0L BENT PL-4x4x1/4xCONT CLARITY (TYP) A II A 1 II I_ v S5.3 W10 RAFTER, .SEE' PLAN TYP PL _. W14 130 0 5/16 TO HSS = , r " - 1/4" STIFF PL EA SIDE HSS 12x1/2 CUT ��_Tp dy WP 0 CORNER LENGTHWISE W24 1 /2" , BRG SEAT {SAME STIFFENER PLATE ® , I t BENT PL-4x4x1 /4xCONT In 3/16 CONC TIE BM, WIDTH AS BM FLG) W10, SEE PLAN r " 4'-0* OC EACH SIDE _ - PLAN - R00F CROSSING �- _ "I i RIDGE --- --.. MET DECK, SEE PLAN 3 16 / I CONC TIE BM, WELDED TO BEAM w / 3/16 FILLET WELD W24 (TYP). SECTION ., r STEVEN L. SHELT, PE 0036171 W14 '. / S5.3 chocked by EMBED PL -"x7 5/8"x0'-10" SEE PLAN �.3 � v` W14 3/16 TYP. d.t. __6 _ w 2 3 4"0x6" HSA. PROVIDE /O / � CONN, SEE 2/S5.2 (TYP} w10, SEE PLAN o. II I t�a JANUARY 2006 W6 3/16 \ p 12 .CMU, SEE PLAN (2) 1/2 0 AIR BLEED HOLES. SEE ELEV 3/S3.1 12 CMU, SEE PLAN " SEE ARCH DET C2/A7.6 I VALLEY ` D T/BM 3/16 W14 VALLEY BM, SEE PLAN VALLEY �I job number` W24 x CONT 112'-6" _ BENT PL-4x4x1/4xCONT E 2037 04 SPACE 0 2'-8* OC I CONC TIE BM, 115'-4" Q RAFTER 8 �r_1'-0" VERT REINF, SEE PLAN - R00F CROSSING RIDG L-4x3x1/4xO'-4" BRG 3/16 SEAT -CUT TO FIT 12 T/BM, EXTEND TO T/BM (TYP). SECTION C -C drawn by SPACE 0 2'-8* OC I CONC TIE BM, R BRG A T EXT WALL RAFTER Q RAFTER 8 �r_1'-0" VALLEY BM CONN 9 CONNECTION AT R00F CROSSING f VPF j 12 SEE PLAN I 1 1 2 / S5.3 3/4 -1 -0 S5.3 chocked by 3/4 -on �.3 \ 6� CWJ W6 \ SEE ELEV 3/S3.1 SEE ARCH DET C2/A7.6 veva.000es T/BM 3/16 T/PARAPETI LIGHT GAGE PARAPET 112'-6" _ BENT PL-4x4x1/4xCONT 3 3/8 " SPANS SIDE TO SIDE T/BM. � FIELD ADJUST TO MATCH 3/16 ' ADJACENT BEAM MET DECK, SEE PLAN TOP FLANGE OMITTED ---,I 1'-3" SEE. PLAN CONC TIE BM, " EMBED PL 0 2'-8" OC, PER 6/S5.2 FOR I W.P. VARIES Y rI SEE PLAN BOT/DECK t . 3/16 V EE, 2@24 ---------- -- -- ----- --- ----- W -BM SLOPING, 12" CMU, SEE PLAN ---------- ----------------------- SEE PLAN L-6x4x5/16xCONT W -BM SLOPING, SEE PLAN L-5x3x1/4xCONT, ES (LLV} VERT REINF, SEE PLAN - ,to 116'-8" ------ -- EXTEND TO T/BM (TYP). II STAGGER EMBEDS EMBED L-5x5x5/16x0'-6" T/BM 3/16 Y MIN SIDE/SIDE w/ 2-1/2"06" HSA / AREA A I A 4rrc/c&2-1/2"c AIR SECTION AT SHRINE BLEED HOLES IN HORIZ LEG: 3/16 00 3/4"_1'-0" S5.3 I CONC BM, SEE PLAN & SCHED (SPACE EMBED ®4r_Orr�) W -BM, SEE PLAN TYP EA I METAL DECK BRACING, SEE PLAN SIDE 3/16 YMIN 1/4 SLIP CONNECTION " AND 11 S5.3 II CAP PL -5/8" 3/4 VARIES SLOPING — VARIES ghost tGto*/coontents �I -=A$ T/BM. INTERIOR GABLE WALL SECTION BOT/DECK W18, SEE PLAN - - - - - 3/499_1 r_Orr S5.3 I W6 SECTIONS, 1/4 X t SEE 1 /S5.2 PROVIDE 3/16'!- FOR /16"FOR CONN CAP PL EA 1/2 / FULL HT PL 6" STUD WALL, (SEE ARCH 1 2" L-1 1/2"x1 1/2"x3/16" AND DETAILS W21 RAFTER, SEE PLAN TUBE (TYP) TUBE (TYP) DET C2/A7..6 AND NOTES ON SHEET S1.1) OUTRIGGERS 24" OC - ------_g_- TOP FLG OMITTED FOR i I " " " -- -- L-1 1/2 x1 1/2 x3/16 x CONT Ir -3 3/8" , CLARITY (TYP) - SECTION A— A DECK.. SUPPORT ANGLE W.P. �� trvi a r, X (4) 7/8"0 BOLTS I BRACING, 'I ��� �`. COL & STL BM � ¢" ROOF PLANE BRACING 1 X ;tX SEE PLAN I NOTED AND 11/S5.3 3/4 =1 —O �.3 FRAMING @ ENDS OF AISLE ROOF ' AS r, drawpn® number W14 VALLEY BM. - - - ;, B H L-4x4x1/ (4) 7/8" FUL RETUR M I I I LI z t, h 'Z � I ...:...._..._...___._..___.___......,.........__..,;.,:.;...._. .,..,:.>::..»;....._u,...w.._.::.,W.::......,......».»..:,>~wM:..w.....rr..w.,....«....._.:,....-»-. , I 6, ... .::, r Y,vt I I I 4 e rl! t; r l1 METAL DECK, SEE PLAN �, 3 " #5T&B, EF ®12OC 1,-0" 3/16 f`= (2 EF MIN) #5 DIAG BARS, EF, ES 2 VARIES ` h 4 -CLIP L-3 1/20 1/2x5/16 DECK BRG ROOFERS, LOVELOCK, & FRITZ, INC. ; rr z W/ 4-3/4"0 A325 BOLTS EA LEG 3 1/2 Q����®��an�® i L-5x5x5 16xCONT SLOPING t SEE PLAN TIE BM, SEE PLAN I T/BM. L #5 T&B EF 0 12 OC J �, 1,48 Lino in Arenas I L (2 EF MIN) ? "� „ ,,/ SEE PLAN FOR MAS WALL P.O. ®ox as® EMBED L-5x5x5 16x0 —6 REINF PROVIDE STD Wr 2-1/2 0X5 HSA ( Winter Park, f�lIorlde 38700-0730 I 4' c/c & 2 - 1/2"0 AIR HOOK INTO TIE BEAM) (�toa) 847-1039 BLEED HOLES IN HORIZ LEG, (SPACE EMBED ®4'-0" OC) ` Tole fax (407) 629-9409 II COORD Lpoonoo O�umbeP AA C000564 N Leconeso Number S® 000008 � 1 w/ CMU COURSING CONTINUE VERT REINF OPEN "W" BM, U BEAM SEE PLAN SECTION A T CHANGE Proj.et roto. ournoo��. uoaono I THRU 'r N DECK DIRECTION ("4 CATHOLIC DIOCESE 3/4„=1,_0„ s5.4 OF: ORLANDO a 1,.4« COORD w/ ARCH DWGS : 1'-4”« W" BMSLOPING , SEE PLAN ) f` SEE PLAN _ TYP W—BM SPLICE @ RIDGE BM T/FRAME TYP ARCH ELEVATION 3 12 ALL SOULS ,. 2 { 1 1/21=10-01 S5.4 12;T 3/4 =1 —0 S5.4 1 6 CATHOLIC CO Y ', x #5 DIAL BARS, EF, ES, T&B 6 CHURCH BUILDING SANFORD, FLORIDA i4 #5 T&B, EF 0` " OC 2 EF MIN IDI; I I . ( 12 ) „f 3/8 TAB PL w/ (3) 3/4"0 A325—N BOLTS it 3/16 PL -1 /2"x6"x1'-4" HIGH W21 FRAME BM Z%Ogagn end (C;onfrad,, One. Structural SngInesQs W14 RIDGE BM, SEE PLAN & SECT 5/S5.3 04032 ALLAN and �E "5/8" PL ® TUBE csvs UCTU cmEERs4 MOMENT CONN Q RIDGE ' ,fI CENTERLINE WITH �(�N3 12WPs�METro nvuE �ao7) sze-szez 3/4«� BOLTS AT i 2 TYPICAL FRAME L�1 WINTER PARK, FLORIDA 32789 ROOF BEAM ../ 0 X767 �t "- '- » S5.4 C asa6/o6onatm�o F 1 1/2 —1 0 ES, T&B k�J IN 1/4 6" MIN TYP, ES 3/8" WEB STIFFENER ES 1 « i I I 1 a � � I � PL 3/4 x12 Wx3 6 i ES, T&B 1 4 6" MIN I I w/ (3) ROWS OF (3) 'StHSS-6x6x1 2 WITH « \ — — 1/2 " THRU PLATE AT " / I I WP 3/4 Ox5 3/16"L HSA 3 16 CAP PLATE TUBE CENTERLINES / I —_» i r i HSS 6x6 w/ 3/16" WTI WP COPE TOP FLANGE I i — - W12 — I 1--- I I W12 i CAP PLATE (TYP) /Is � I I ) � Ja PROVIDE 3/16" CAP HSS-6x6x1/2 w/ � I I � i� 5/8 PLATE ^� ,�. PLATE AT TUBE 3/16 CAP PLATE — ENDS UNO — 74 „ — ;� 1 I « 1/4 6" MIN f F 1 I 1/2 THRU 1/4 I I 1 #5x12 L 0 EACH-- STEVEN PLATE AT TUBE 3 8 ROW OF HSA �\ STEVEN L. SHELT, PE 0036171 CENTERLINE /eats ; ES, T&B (TYP) 3/4" CHAMFER HSS 14x14 �\ \ 1 /4 >C_ MIN - : HSS 14x14 TYP 16 JANUARY' --'2006 i 3/16 \ D job number 1 � � BRACED BAY CONNECTION 7 BRACED BAY CONNECTION 2037.04r _ �.4 3�4"-1'-p" S5.4 3/4„_1,_0,, � Pawn bm 5' ap VPF QED BAY CONNECTION 6;d s5.4 CONNECTION DETAIL i 0 chocked by �f « « « 3/4 S5.4 CWJ BENT PL -1/4 x4 x4 xCONT. ATTACH EA / QovesOons Ir END & AT 24” OC BTWN w/ 5/8"0 WEDGE ANCHORS CLIP `L-4x4x1 /4x0'-4" ONE SIDE 3/16 1111_0" HSS -6x4 DIAG, HSS 144 T/BM SEE PLAN x1 CLIP L-6x4x1 /4xAS REQ'D w/ (1) i � 6 5/8"04" LONG EPDXY ANCHOR. SLOT oil* TUBE FOR ANGLE0 HSS CL.12 6 AZg HSS 6x4 DIAG, oSEE PLAN c'• 4 HSS -6x4, HSS 6x6 w/ 3/16" \� j 1/4 6" MIN ES, T&B (TYP) « SEE PLAN CAP PLATE � � I I v 3 -0 1/4 3/16 HSS 6x6 w/ 3/16" I 1 .,� A 3/16 2 MIN CAP PLATE i i 5/8 PLATE I 1 3/1 1 CONN D E T 1 5 iii I I 1 , 1 1 /2"_ 1 '— p 55.4 ghost totoo/oontonts 1 1/2" ,... i i 1i I I ARCH PROFILE 0 2 6 12 24 5/8" PLATE i 5/16 1 SECTIONS AND iii I I A , 3/16 ir i I I HSS-4x2x1 /4 BRACE 1 1 1 /2„ _ 1 t_ 0„ DETAILS >, ES, T&B (TYP) i I I �- 1/4 6 MIN i I I q CP: 4'-6 3/8" p 1 2• 4 « L-3 1/20 1/2 3/4» — 1,_0.,' PL -1 /4« x3« x1 —4« w/ (2) 5/8« Oxy DECK SUPPORT, LONG EPDXY ANCHOR 0 1' 2' 4, 6, HSS -6x4, SEE AS; NOTED SEE PLAN SECT "A—A" dr CLIP L-4 4 1 /4 0'-8" / (2) 5/8"�x6" vsono naaatrebaP TYP OPENING ELEVATION 1/2 tt=1 , _ 0„ 414 BEAM BRACED BAY CONNECTIO 3/4"=1'-0" IF NOT USED HSS-6x6x1 /2 TYP BR S5.4 3/4" 5 11 BRACE CONNECTION 12 BRACE- CONNECTION N N E C T1 O N 13 �_ ,_ « LONG EPDXY ANCHOR w 2" - 1'-0» r 11/2 1 0 1/ S5.4 3/4 —Olt I,. S5.4 3/4"=1,_0,� SHED ROOF SECTION 1 4 CONN DE T 116 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS 3/4"_i'-0" S5.4 1 1/2 1111= 1 0— Opt 5COMPLY WITH 11 -IE APPLICABLE MINIMUM BUILDING CODES. Ghost 00 of 3 (, 7 Yy II I 9 m m I I I � I � � I I I . I I I ! ,! � : I, ,� ! I I : I I I , 1 L__.___.________,L_--- —J--1 -.--.---].-,----,----------�---------.------------i-.-.------------.---.--. I I I I : I I � � 1 1 I �� ; I , ; I I I __ � ----I-.--- -7-�,`Mll 1 , 11 � , , :11 " : I I I � I 11 �, : ­ I L_______________._.,__, ------ _,� LL�,. � _..� I , � . , IL] L�_.___L________ ____ _: � � 'l -l'' ,­__­_,� �___,, � , ,,�' ,._ILL�L� __�_,,"'_­..'_`��­ _� L, �:".",�,�����,�_,�_j�.-,,.�-,�--�-.,----.----,----,--.���.�-.--�--,�---L -, It i ! I � � I ! I .. _-L- - i " . 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INTERIOR NON-BEARING WALLS: NC 1997 STANDARD PLUMBING CODE COLUMNS: NC 2000 NFPA 101 LIFE SAFETY .CODE BEAMS, GIRDERS, TRUSSES: ; NC FLOOR AND FLOOR/CEILING ASSEMBLIES: � ! NC EXTERIOR BEARING WALLS 10' TO 20': ! NC (20%) 2. SPRINKLERED STATUS: YES, FULLY SPRINKLERED EXTERIOR BEARING WALLS 20' TO 30': ! I NC (40%) 3. CONSTRUCTION TYPE: TYPE 11 UNPROTECTED NON COMBUSTIBLE - FBC EXTERIOR BEARING WALLS OVER 30': ! NC (NL) CONSTRUCTION TYPE: II(000) - NFPA 101 4. OCCUPANCY: ASSEMBLY A-3, ASSEMBLY . REQUIREMENTS: .... 5. NUMBER OF STORIES: 1 MINIMUM NUMBER OF EXITS (PER NFPA 7.4): 4 EXITS MINIMUM 6. BUILDING HEIGHT: 43'-8"O RIDGE MAXIMUM DEAD END CORRIDOR: 20' ! 1 7. SQUARE FEET OF NEW BUILDING: 20,861 S.F. MAXIMUM TRAVEL DISTANCE; 200' (SPRINKLERED BUILDING) I - MINIMUM CORRIDOR WIDTH: 44" , 11 I i ! I �(/`,_­""" : FE 0 11, , I � i ­­", ,,,,,,r1-_-, : — — .--11 o" 11,� ��,',, ,­ ­,", �',­-11_­'"! 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Llim il_ \I �I �l,�i,li',�l., \I i � i I : I I �� I l, 11"�..,!; I I : 1 (II v, I Y�, 1 4wFl. )Y M A A (S 2.2 =1 - �%-- �M V = MI �00 D3- °O 04200. U 10 0 d - N NOTES: �4 SHEET NOTES: KEY NOTES: 1. FOR PARTITION TYPES REFER TO DRAWINGS A8.2 OWNER FURNISHED, OWNER INSTALLED AND A8.3 0 PULPIT 2. FOR LOUVER TYPES SEE A6.0 FOR ADDITIONAL INFORMATION 3� ALTAR ROCKS LOVELOGI( �E FRIT7 NIC. 3. FOR LOUVER TYPE L3, LOUVER IS OVER DOOR ' SEE DRAWING A6.0 FOR ADDITIONAL INFORMATION ) HOLY WATER FONT 4. SEE DRAWING A8.1 FOR ENLARGED ALTAR/SANCTUARY PLAN 0 FURNITURE Architecture A Engineering F. 5. SEE DRAWING GO.1 FOR ARCHITECTURAL ABBREVIATIONS ® PROJECTION SCREEN 7 A/V CONSOLE Interior Design 6. FOR INTERIOR SIGNAGE REFER TO DRAWING NO. 12.21 a CHOIR PODIUM 146 Lincoln Avenue P.O. Box 730 MATERIAL NOTES: OWNER FURNISHED, CONTRACTOR INSTALLED Winter Park, Florida -32790-0730 0.I ,fi' 10 PEWS AND CHAIRS (407) 847-1039'M DIV 4 MASONRY 11 PROVIDE 30"x40" OPENING IN METAL DECK ABOVE, IF Telefax 1407) 629-9409{ TOWER BID OPTION IS CONSTRUCTED, PROVIDE ROOF HATCH tt, A3.1 License Number AA C000664 0 04200.U10 PRECAST CONCRETE SPLASH BLOCK AT NEW OPENING Lice' so Number ES 0000829 F4 12- CONTRACTOR FURNISHED, CONTRACTOR INSTALLED k DIV 12 FURNISHINGS _ project title a owner's name f N r- 17N a ¢ I < 2- oNI 0 1W226_III-�8_, 0.A,III 01IIII LI I- I WALK-OFF 10� A, --_L2K- - »�-O- --®FF- - MAT - a- _ - • - -L�II l �} I1II _ _ fI -$ I I- __w^♦r J_ 1- ' CATHOLIC - D IOCE_ S _E Q � C> N OF ORLANDON Q Q R P N M K H G F E D C B A.8 A 234'-4» ALL SOULS ,-0„ -0„ „ 12 f_$» 12f „ 12,-8» 12,-8» 12,-8» 12,-8 12,-8» 13 -o„ 22 -0u 5I-0 8 B 199-411 13 20,-6 7r-8» 20,_sn 4f 0*CATHOLIC COMMUNITY 4,I '0: , 4 - _ 75_ 35'-4" 4 26-0 4-8I, 7I-8 12-4» 25 -4» 12 -4II 7 -8» 4-8 CHURCH BUILDING -8„ -8 -0-8 -8» -8 9-4» -8 -» -6 -8» 8 g48O -0 2 12 12 12-8 8 18-4 3 7 „4 71-8117 6 » „ SANFORD, FLORIDA 4p 10 4p 404FEFFD Ln 39 25-2 10 rA 2 009 FD A2.0 A8.00420 .U10 w ° 00 MECHANICAL G25 ROOM 0 00HRINE g ,=4ELECTRICAL FIN FL N No ROOM FD6/C G21 o A2.0 A.5 C14 TRANS. 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FOR LOUVER TYPES SEE A6.0FOR ADDITIONAL INFORMATION L VELOCK & FRIT NC. ; s 93.3 ROCaERS, � � .d, B A.8 A D C p B A.8 A Architecture "awg C6 " KEY NOTES. I �, 4 13'-0" 22'-0" 5'-0» 18' 0" » A Engineering 5 -0 18 -0 LINE OF 12 CMU BATTERw;. JI Interior Deeign I 23'-0" PROVIDE 30"x40" OPENING IN METAL DECK ABOVE, IF j 9,_6» 1 —p TOWER BID OPTION IS CONSTRUCTED 1r , — �� �� 146 Lincoln Avenue 4 � 5}I D PROVIDE 30 x40- OPENING IN METAL DECK, IF TOWER P.O. Box 730 BID OPTION IS CONSTRUCTED Winter Park, Florida 32790-0730 (407) 847-1039 00 07600.Uo3 Telefax 14071; 829-9409 ' 3 07600..00 07600.007 I o MATERIAL NOTES: l 15895.001 I 07600.007 License Number AA C000564 �i ,Y ,,� 0 0o License Number ES 0000829 i i DIV 5 METALS I ` » ADDITIVE W I �, Project title & owner's name 1 � 0„ 7550.9 1 1 0 ITEM I J/9,_1 � 05120.810 STEEL PIPE. 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FOR PARTITION TYPES REFER TO DRAWINGS A8.2 O N 3 .' Q AND 98.3 2. FOR LOUVER TYPES SEE A6.0FOR ADDITIONAL INFORMATION L VELOCK & FRIT NC. ; s 93.3 ROCaERS, � � .d, B A.8 A D C p B A.8 A Architecture "awg C6 " KEY NOTES. I �, 4 13'-0" 22'-0" 5'-0» 18' 0" » A Engineering 5 -0 18 -0 LINE OF 12 CMU BATTERw;. JI Interior Deeign I 23'-0" PROVIDE 30"x40" OPENING IN METAL DECK ABOVE, IF j 9,_6» 1 —p TOWER BID OPTION IS CONSTRUCTED 1r , — �� �� 146 Lincoln Avenue 4 � 5}I D PROVIDE 30 x40- OPENING IN METAL DECK, IF TOWER P.O. Box 730 BID OPTION IS CONSTRUCTED Winter Park, Florida 32790-0730 (407) 847-1039 00 07600.Uo3 Telefax 14071; 829-9409 ' 3 07600..00 07600.007 I o MATERIAL NOTES: l 15895.001 I 07600.007 License Number AA C000564 �i ,Y ,,� 0 0o License Number ES 0000829 i i DIV 5 METALS I ` » ADDITIVE W I �, Project title & owner's name 1 � 0„ 7550.9 1 1 0 ITEM I J/9,_1 � 05120.810 STEEL PIPE. L AMTWE BID 15400.Vo CATHOLIC DIOCESE CD DIV 7 THERMAL AND MOISTURE PROTECTION QF ORLANDO x' °° a - 07220R02 TAPERED ROOF INSULATION ' 07550.A01 MODIFIED BITUMEN ROOFING SYSTEM co 1 1 PO W I L5 1 7220.R02 ; 07600.UO3 CONDUCTOR HEAD � 0 1 1 I Q i w i 076OO.UO7 SCUPPER A2.OA A4.2Ain1 1 a� 1 3 1 07722.AO1 ROOF HATCH ALL SOULS 1 C4 N,IN 1 �I 1 1 B 1 ¢ a o 1 1 A2.oA A4.2A C: o DIV -15 MECHANICAL CATHOLIC COMMUNITY C14C-4 O O N CHURCH BUILDING 1 I N a 1 1 I N 15400.V01 VENT PIPING 1 1 1 15895.CO1 PREFABRICATED INSULATED ROOF CURB SANFORD FLORIDA ,LO, 1 1 �c 1 `t F6' 93.3 A3.3,;f D FLO LAN -BELL TOWER ADDITIVE BID ITEM �5 PARS TIAL CLERESTORY PLAN -ADDITIVE BID ITEM nzoa nz.on 1/8"=1 1-091 `F2 PARTIAL ROOF PLAN'- ADDITIVE BID ITEM A2.OAIA2.OA 1/8 2 3 2.4 U.2 4 5 e sheet 00 of 7 8 _ : x, d x ffl 1 1 K rd I ( 7 I I � h I i I All 0 a N � O CV Q D N O D N A I�i IIS r I— x ffl 1 1 K rd I ( 7 I I � h I i I All 0 a N � O CV Q D N O D N A !_4 --------------------------------------6666-- 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-------------------------------6666-_ aaaaaaaaaaaaaaaaaaaaamaa ------------------------------------- aaaaaaauaaaaaaaaauaaa ■aa aaa a����aaaa aaa aaa a����a�� �al [ M A • HUMM51 LUMUM A r Architecture Engineering Interior Design 146 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0 (407) 647-1089 Telefax 14071 029-9409 License Number AA C000564 Llcenee Number EB 0000629 project title a owner's name CATHOLIC DIOCES IF nRLANnn OkLL a■a.YI YY..�Y..aY 5UULU "ATHOLIC COMMUI CHURCH BUILDING tANFORD_ FLORIDLY MMM19 aIo nm 0 ao.VYa RnInF a■a.YI YY..�Y..aY PLA �rawnny numvvr "110 41 M JUDD [0- 147' 6" $ �f /-ikl 27 - 0 '%--'TO CONC jkl 00'- 0" FIN FL 07600.MO4 09225.JO4 09225.PO1 I 44r%AA Af%n D2 03.01 I 07.0 11 nAn ern c�4 NORTH ELEVATION 147' 6" C 07600.MO4 07600.UO3 09225.JO4 09225.PO1 —Aki-00'-O" 'OVFIN FL 7 8 Ira, rA NOTES: KEY NOTES: OPEN WALL HYDRANT, COORDINATE LOCATION WITH ROGERS, LOVELOCK A FRITZ, mc. PLUMBING DRAWINGS AND STRUCTURAL DRAWINGS FIRE DEPARTMENT SIAMESE CONNECTION, COORDINATE LOCATION WITH PLUMBING DRAWINGS AND STRUCTURAL Architecture DRAWINGS A Engineering SEE DETAIL C6/A7.16 Interior Design 145 Lincoln Avenue P.O. Box 730 MATERIAL NOTES: Winter Park, Florida 32700-0730 (40:7) 847-1039 DIV 3 CONCRETE Telefax (407) 629-9409 03300.CO4 CONCRETE WALK License Number AA 0000564 License Number ES 0000029 DIV 4 MASONRY project title & owner's name 04200.U10 PRECAST CONCRETE SPLASH BLOCK CATHOLIC DIOCESE DIV 7 THERMAL AND MOISTURE PROTECTION OF ORLANDO 07320.AO1 CLAY ROOFING TILE 07600.MO4 METAL COPING CAP 07600.U01 GUTTER 07600.UO2 DOWNSPOUT ALL SOULS 07600.UO3 CONDUCTOR HEAD B CATHOLIC COMMUNITY DIV 8 DOORS AND WINDOWS CHURCH 13UILDING 0821 O.DO1 SOLID CORE FLUSH WOOD DOOR SANFORD, FLORIDA 08520.AO2 ALUMINUM FIXED WINDOW 08520.001 ALUMINUM CASEMENT WINDOW DIV 9 FINISHES 09225.JO4 CONTROL JOINT 09225.P01 STUCCO DIV 10 SPECIALTIES 10201.AO1 EXTRUDED ALUMINUM WALL LOUVER DIV 11 EQUIPMENT 11040.AO2 METAL CROSS, EXTERIOR C seal/signature JOHN H. ROGERS, No. .05179 date F, 16 JANUARY 2006 .... ...... . D job number 2037.04 drawn by KHS chocked by JWB revisions 11447,_6„ 320.AO1 E 130' 0" -O�T 0-0 N -D00.U01 (6") 50O.UO2 (4--) Most title/contents 500.UO3 EXTERIOR 225.JO4 ELEVATIONS 225.PO1 500.UO2 (4") J%100' -O"— 'R -"FIN FL 300.CO4 210.DO1 F n1 AM 1/8»_1,_O., drawing number 0 4' 8' 24' 1/8" 1 A3E1 Most 00 of 8 2 3 F4 EAST' ELEVATION A2.01 A3.1 1/8 A2.1 A2.4 5 7 5 D2 03.01 I 07.0 11 nAn ern c�4 NORTH ELEVATION 147' 6" C 07600.MO4 07600.UO3 09225.JO4 09225.PO1 —Aki-00'-O" 'OVFIN FL 7 8 Ira, rA NOTES: KEY NOTES: OPEN WALL HYDRANT, COORDINATE LOCATION WITH ROGERS, LOVELOCK A FRITZ, mc. PLUMBING DRAWINGS AND STRUCTURAL DRAWINGS FIRE DEPARTMENT SIAMESE CONNECTION, COORDINATE LOCATION WITH PLUMBING DRAWINGS AND STRUCTURAL Architecture DRAWINGS A Engineering SEE DETAIL C6/A7.16 Interior Design 145 Lincoln Avenue P.O. Box 730 MATERIAL NOTES: Winter Park, Florida 32700-0730 (40:7) 847-1039 DIV 3 CONCRETE Telefax (407) 629-9409 03300.CO4 CONCRETE WALK License Number AA 0000564 License Number ES 0000029 DIV 4 MASONRY project title & owner's name 04200.U10 PRECAST CONCRETE SPLASH BLOCK CATHOLIC DIOCESE DIV 7 THERMAL AND MOISTURE PROTECTION OF ORLANDO 07320.AO1 CLAY ROOFING TILE 07600.MO4 METAL COPING CAP 07600.U01 GUTTER 07600.UO2 DOWNSPOUT ALL SOULS 07600.UO3 CONDUCTOR HEAD B CATHOLIC COMMUNITY DIV 8 DOORS AND WINDOWS CHURCH 13UILDING 0821 O.DO1 SOLID CORE FLUSH WOOD DOOR SANFORD, FLORIDA 08520.AO2 ALUMINUM FIXED WINDOW 08520.001 ALUMINUM CASEMENT WINDOW DIV 9 FINISHES 09225.JO4 CONTROL JOINT 09225.P01 STUCCO DIV 10 SPECIALTIES 10201.AO1 EXTRUDED ALUMINUM WALL LOUVER DIV 11 EQUIPMENT 11040.AO2 METAL CROSS, EXTERIOR C seal/signature JOHN H. ROGERS, No. .05179 date F, 16 JANUARY 2006 .... ...... . D job number 2037.04 drawn by KHS chocked by JWB revisions 11447,_6„ 320.AO1 E 130' 0" -O�T 0-0 N -D00.U01 (6") 50O.UO2 (4--) Most title/contents 500.UO3 EXTERIOR 225.JO4 ELEVATIONS 225.PO1 500.UO2 (4") J%100' -O"— 'R -"FIN FL 300.CO4 210.DO1 F n1 AM 1/8»_1,_O., drawing number 0 4' 8' 24' 1/8" 1 A3E1 Most 00 of 8 2 3 F4 EAST' ELEVATION A2.01 A3.1 1/8 A2.1 A2.4 5 7 0 N 9 �1147'-6"- ONC E � ONC (6") 076 (4") 076 082 042 100'-0"_ 'R-"FIN 4 07600.M T�119'-4 F 092�25.J( 3 09225.P 08520. C i. 4 5 V c4 SOUTH: ELEVATION A2.1 A2.4 rihl _ _ TO CONC _ X�119-_4" _ _ 'R --'TOP OF CMU 300.U07 300.UO2 (4") ?25.PO1 100'-0"_ 'q --'FIN FL 7 r 10 NOTES: KEY NOTES: �1 OPEN WALL HYDRANT, COORDINATE LOCATION WITH ROGERS, LOVELOCK & FRITZ NC. PLUMBING DRAWINGS SEE DETAIL C6/A7.16 Architecture A Engineering Interior Design MATERIAL NOTES: 145 Lincoln Avenue DIV 4 MASONRY P.O. Box 730 Winter Park, Florida 32790-0750 04200.U10 PRECAST CONCRETE SPLASH BLOCK (407) 847-103e Telefax (407) 829-9409 DIV 7 THERMAL AND MOISTURE PROTECTION License Number AA C000564 07320.AO1 CLAY ROOFING TILE License Number ES 0000829 project title & owner's name ' 07600.MO4 METAL COPING CAP 07600.U01 GUTTER CATHOLIC DIOCESE 07600.UO2 DOWNSPOUT' 07600.UO7 SCUPPER OF ORLANDO ' DIV 8 DOORS AND WINDOWS 08210.DO1 SOLID CORE FLUSH WOOD DOOR 08520.AO2 ALUMINUM FIXED WINDOW ALL SOULS ' 08520.CO1 ALUMINUM CASEMENT WINDOW CATHOLIC COMMUNITY DIV 9 FINISHES CHURCH. BUILDING SANFORD, FLORIDA 09225.JO4 CONTROL JOINT 09225.PO1 STUCCO I' DIV 10 SPECIALTIES 10201.AO1 EXTRUDED ALUMINUM WALL LOUVER DIV 11 EQUIPMENT 11040.AO2 METAL CROSS, EXTERIOR 2 3 rF4� WEST ELEVATION A2.0 A3.2 1/8"=1 I_0,f A2.1 A2.4 4 5 r 7 CONC X127'-0"_ —�T CNC --OFIN FL `C E i t G sheet title/contents EXTERIOR ELEVATIONS 1/8 —1 0 of drawing number 0 4' 8' 24' r 1/8�, _ 11_O,, A302 8 sheet 00 of ...., r'. r; C k seal/signature 1 JOHN H. ROGERS No. 05179 date 16 JANUARY 2006 D job number 2037.04 drawn by KHS checked by JWB revisions `C E i t G sheet title/contents EXTERIOR ELEVATIONS 1/8 —1 0 of drawing number 0 4' 8' 24' r 1/8�, _ 11_O,, A302 8 sheet 00 of ...., I .. 1 I I .....III .! I I I 1. I I I I. I ,� I I I I i I A ?I! I i I ..I l _._ __ -�1 ll- X11.1 111 L --1 '_-----.� _� ��_.. __ __ ._---- --- ---- '' - ..... --- - ._-------- _.-:_._----- � ._.----------.. �I 2 4 i ADDITIVE BD ITEM 1A034 40.A02 1 1 191.AO2 1 11 25.P0'1 11 I 11040.A02 1 1 11040.A02 1 1 147,-6., - - - - -' - - - - - - - - - - - i 03300.A02 1 1 1 - - - - - - 147,-6„- - - - - ATO T{ TO CONC 07320. A01 l 1 CONC 1 1 sop 09225.104 — 09225. I 01 08520.-A02 (8") 07600.U01 (4") 07600.UO2 04200.U10 08520.AO2 Wk E I rF4 TYP rc3 PARTIAL SOUTH ELEVATION —ADDITIVE BID ITEM a2.OA I A3.3 1/8 11=11-o" rF PARTIAL NORTH EL a2T3 1/8 10=11-0" ATION ADDITIVE BID ITEM 2 3 4 5 _ 127'-01$- - T0 NC 100'-0"_— 'R-JFIN FL rc-6 PARTIAL EAST ELEVATION —ADDITIVE BID ITEM X1.4.7_'-6" 0ONC rF 6 PARTIAL WEST ENATION — ADDITIVE 'q --'FIN FE n 1TFM 5 7 F 4 yiA {, "a rp� 8 yE rAk :f NOTES: I I8 Al ”. 3i SHEET NOTES: P 1. FOR ARCHITECTURAL ABBREVIATIONS REFER I DRAWING NUMBER GO.1 ROGIERS LOVELOCK FRITZ, SIC. KEY NOTES: 1. OPEN Architecture (2 WALL HYDRANT, COORDINATE LOCATION WITH A Engineering PLUMBING DRAWINGS Interior Design a FIRE DEPARTMENT SIAMESE CONNECTION, COORDINATE LOCATION WITH PLUMBING DRAWINGS 145 Lincoln Avenue P.O. Box 730 ® SEE DETAIL C6/A7.16 Winter Park, Florida 32790-0730 (407) 347-1039 Telefax (407) 329-9409 MATERIAL NOTES: { License Number AA C000504 DIV 3 CONCRETE License Number EB 000o82e project title b owner's name 03300.AO2 ' CONCRETE BEAM �. 03491.AO2 GFRC DOME CATHOLIC DIOCESE' OF ORLANDO DIV 4 MASONRY 04200.U10 PRECAST CONCRETE SPLASH BLOCK e DIV 7 THERMAL AND MOISTURE PROTECTION ALL SOULS 07320.A01 CLAY ROOFING TILE 07600.M04 METAL COPING CAP CATHOLIC COMMUNITY 07600.U01 GUTTER CHURCH `BUILD�N�a = 07600.UO2 DOWNSPOUT 07600.UO3 CONDUCTOR HEAD SANFORD,FLORIDA DIV 8 DOORS AND WINDOWS 08210.DO1 SOLID CORE FLUSH WOOD DOOR 08520.AO2 ALUMINUM FIXED WINDOW DIV 9 FINISHES i 09225.JO4 CONTROL JOINT 09225.PO1 STUCCO DIV 10 SPECIALTIES 10201.AO1 EXTRUDED ALUMINUM WALL LOUVER DIV 11 EQUIPMENT u, 11040.A02 METAL CROSS, EXTERIOR C seal/signature day i JOHN H. ROGERS, No. 05179 date 16 JANUARY 2006 D Job number 2037.04 �- k drawn by KHS 'x checked by JWB revisions Ez I sheet title/contents ADDITIVE BID ITEM EXTERIOR ELEVATIONS r 1/811=1 I- of$ drawing number 0 4' 8' 24' 1/81' _ V-091 E A C D rF 1 A4.1 I A4.3 rik119,-4„ qVTO LOCK_ - X11 „ qq-,'TO BEAM I rih 100'-0» _ 'R --'FIN FL `�A4.3 a+.i I na,e -�3BUILDING SECTION A2.01 A4.1 A2.2 6 1 /2 - 4PB -RG ,iL119�'-4" _ TO BLOCK 100'-0" F L - �` AFL rF1 A4.1 I A4.9 44nAn A^n 11ndn An7 ,g,-6 !/2 RG jk1l15 4."- . g G I X11166' 00" T� 0 BLOCK A4.1 A4.1 A4.3 rD 2 BUILDING SECTION A2.2 A4.1 I A4.5 147'-6" TO CONC rF 6 A4.1 A4.4 ,ihl ONC I I I 07320.A01 A�125,-0" _ ATO SSTEEL t I I F4 A4.1 A4.7 A4.11 A4. SIM VLDL, V. LJ LV rF4 BUILDIN A2.2 A2.0 A2.2 D F1 A4.1 I A4.8 _ f h1 119'-4" 'qvTOBLOCK 1 �08520.A02 q4.1 I A6.4 TYP NOTES: SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER G0.1 KEY NOTES: 01 OPEN �2 SANCTUARY PLATFORM, RISERS, AND TREADS �3 OWNER FURNISHED, OWNER INSTALLED �4 CROSS �5 ORNAMENTAL METAL OVAL SUNBURST FS - F3 Q WOOD GRILLE A4.1 A4.8 A4.1 A4.8 f^ 1 f^ 1 MATERIAL NOTES: 119'-4" DIV 3 CONCRETE TO BLOCK � 03300.601 CONCRETE SLAB DIV 5 METALS 05210.T01 STEEL JOIST 05310.A01 STEEL DECK DIV 6 WOOD AND PLASTICS 06200.R01 WOOD HANDRAIL l 1 l 1 DIV 7 THERMAL AND MOISTURE PROiE00N 07210.R10 RIGID BOARD THERMAL INSULATION 07220.P10 GLASS MAT GYPSUM PROTECTION BOARD as BUILDING SECTION 07320.A01 CLAY ROOFING TILE A2.0 A4.1 1/8"=1'-0' 07550.A01 MODIFIED BITUMEN ROOFING SYSTEM q2,2 07600.U01 GUTTER - . - -�To ONC- 07600.002 DOWNSPOUT NANDOWS 4 DIV 8 DOORS 08110.D02 c� ' A C D rF 1 A4.1 I A4.3 rik119,-4„ qVTO LOCK_ - X11 „ qq-,'TO BEAM I rih 100'-0» _ 'R --'FIN FL `�A4.3 a+.i I na,e -�3BUILDING SECTION A2.01 A4.1 A2.2 6 1 /2 - 4PB -RG ,iL119�'-4" _ TO BLOCK 100'-0" F L - �` AFL rF1 A4.1 I A4.9 44nAn A^n 11ndn An7 ,g,-6 !/2 RG jk1l15 4."- . g G I X11166' 00" T� 0 BLOCK A4.1 A4.1 A4.3 rD 2 BUILDING SECTION A2.2 A4.1 I A4.5 147'-6" TO CONC rF 6 A4.1 A4.4 ,ihl ONC I I I 07320.A01 A�125,-0" _ ATO SSTEEL t I I F4 A4.1 A4.7 A4.11 A4. SIM VLDL, V. LJ LV rF4 BUILDIN A2.2 A2.0 A2.2 D F1 A4.1 I A4.8 _ f h1 119'-4" 'qvTOBLOCK 1 �08520.A02 q4.1 I A6.4 TYP NOTES: SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER G0.1 KEY NOTES: 01 OPEN �2 SANCTUARY PLATFORM, RISERS, AND TREADS �3 OWNER FURNISHED, OWNER INSTALLED �4 CROSS �5 ORNAMENTAL METAL OVAL SUNBURST FS - F3 Q WOOD GRILLE A4.1 A4.8 A4.1 A4.8 f^ 1 f^ 1 MATERIAL NOTES: 119'-4" DIV 3 CONCRETE TO BLOCK � 03300.601 CONCRETE SLAB DIV 5 METALS 05210.T01 STEEL JOIST 05310.A01 STEEL DECK DIV 6 WOOD AND PLASTICS 06200.R01 WOOD HANDRAIL l 1 l 1 DIV 7 THERMAL AND MOISTURE PROiE00N 07210.R10 RIGID BOARD THERMAL INSULATION 07220.P10 GLASS MAT GYPSUM PROTECTION BOARD as BUILDING SECTION 07320.A01 CLAY ROOFING TILE A2.0 A4.1 1/8"=1'-0' 07550.A01 MODIFIED BITUMEN ROOFING SYSTEM q2,2 07600.U01 GUTTER - . - -�To ONC- 07600.002 DOWNSPOUT NANDOWS DIV 8 DOORS 08110.D02 AND STEEL DOOR, FIRE RATED ' 08210.D01 SOLID CORE FLUSH WOOD DOOR F6 08210.D20 STILE AND RAIL WOOD DOOR A4.1 A4.5 08520.A02 ALUMINUM FIXED WINDOW 08900.A01 GLAZED ALUMINUM CURTAIN WALL 127-0„_ -ATO_ DIV 9 FINISHES CONC 09212.N04 ACOUSTICAL PLASTER FINISH -11040. A02 09510.A01 ACOUSTICAL CEILING UNITS � I 122,-3 112" fi -� 09548.A01 LINEAR WOOD CEILING, OPEN STEEL 09548.A02 LINEAR WOOD CEILING, CLOSED 09548.A03 FALSE WOOD BEAM 10, 07320.A01 DIV 11 EQUIPMENT 1-� . .................. .. . . ...... . . . ... . .. ....... .... ..... ... .. . . ... .. L1207210.R10 i �6 _ 11040.A02 METAL CROSS, EXTERIOR CTION M o7soo.uo1 Cf 07600.002 A4•1 116, 0„ '4 -"TO LOCK 113'-8 BRG TOP BEAM rih100'-0" FIN FLMEW - i egg' -4 FIN FL 3 A F5 A4.1 I A4.5 _ 1 _ - - - - _ - I- - . - -�To ONC- ' L F6 A4.1 A4.5 07320.A01 '-- f 127-0„_ -ATO_ 09548.A02 CONC r sheet title/contents � I 122,-3 112" fi -� STEEL BUILDING 777'r.......... . # I SECTIONS 1-� . .................. .. . . ...... . . . ... . .. ....... .... ..... ... .. . . ... .. I i :M I I G01 I I EXTERIOR Q j I j NARTHEX I _ 100'--0" _ � �8"=1 -0 J I I I _) FT I N FL I 1 drawing number k ) fN A P '01 n A ' A A 4 P A If M D E W I . I, u i I 2 3 9.4 9 8.6 /,-11040.A02 ------ 142'-6„ -----------1-JTOSTEEL I I h 07600.001 (891)I r SIDEI AISLE m m � • 7 4 III,ggAlqqqqA,PI,.,.,Iq.,.,PI,1.,Ign,Fl,/•,.. . ,ggqqnl_,�p Irl•leleleleleleleleleleielelelaae,er• 4r,10111 eelrlr,le,e,l IeIrlelelr lrlele�elr�elrlr�rle�rlrl�� wee' ,el I•I•14eIe 144eI•I•I•I•14r -- . I � :��ep ,r,e,e,e,ele,e,e,ele,e,e.� - I•LLI•IeLLLIeIeI•- --- lelelelelelelelelr'�- �-• ,r,r,e,eiele,er _ ,r,rp,riel• �r�r�rlrI,�1 III "•__• 0 ADS, 0i 3 LJ �I 1i 111 �l ill 1�1 ���I 1 IE 11 �i� �l�iltlilt lilt I ®tom 'MIR A2.2 BUILDING SECTION 100'- 0'' FIN FL A4.2 A4.6 5 A4.2I A4.7 11040.A02 A2.2 �11040.A02 Q (: 3 4 7 07320.A01 12 rF 6 D 6 A4.2 A4.3 S)M - - - - 11 i1 -1Try II II 09548.A01 09548.AO3 08900. A01 i 11 I , 1 �09212.N04 -- --- _ 06200.M10 L I � I I o --- I I r I I y 06200.MO1 (2x12) t; 09212.NO4 -� G16g g G14 G15 Allyl Q SIDE a a a NAVE II AISLE 08520.AO 7 8 NOTES: 2.2 2 1.6 SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO 11 40.AO2 DRAWING NUMBER G01 KEYNOTES: X�1_47�'-6 1� OPEN �2 SANCTUARY PLATFORM, RISERS, AND TREADS X142'-6 _ _ OWNER FURNISHED, OWNER INSTALLED T�0 STEEL ® CROSS I f, I DECORATIVE REREDOS Al 35'-0" _ _ - © ORNAMENTAL METAL OVAL SUNBURST TO WINDOW OPNG WALL HYDRANT, COORDINATE LOCATION WITH PLUMBING DRAWINGS ® WOOD GRILLE, SEE DRAWING A6.0 FOR ADDITIONAL INFORMATION I I I I I I 1 1 I I I I MATERIAL NOTES: I I I I I DIV 5 METALS Im BRG 05210.T01 STEEL JOIST I DIV 6 WOOD AND PLASTICS G25 06200.MO1 WOOD TRIM I ( SHRI 06200.M10 MOLDING 100 -0 _ 06200.1301 WOOD HANDRAIL F� IN FL DIV 7 THERMAL AND MOISTURE PROTECTION F6 07210.1310 RIGID BOARD THERMAL INSULATION A4.2 A4.3 07220.P10 GLASS MAT GYPSUM PROTECTION BOARD TYP 07320.A01 CLAY ROOFING TILE 07550.A01 MODIFIED BITUMEN ROOFING SYSTEM 07600.MO4 METAL COPING CAP 07600.U01 GUTTER 07600.UO2 DOWNSPOUT 07600.U07 SCUPPER DIV 8 DOORS AND WINDOWS 08520.AO2 ALUMINUM FIXED WINDOW 10 08520.CO1 ALUMINUM CASEMENT WINDOW 08900.AO1 GLAZED ALUMINUM CURTAIN WALL DIV 9 FINISHES 09212.N04 ACOUSTICAL PLASTER FINISH 09225.J04 CONTROL JOINT 09225.P01 STUCCO 09510.AO1 ACOUSTICAL CEILING UNITS 09548.AO1 LINEAR WOOD CEILING, OPEN 129'-6" _ 09548.AO2 LINEAR WOOD CEILING, CLOSED - VBRG 09548.A03 FALSE WOOD BEAM DIV 11 EQUIPMENT 07600.M04 11040.A02 METAL CROSS, EXTERIOR 119'-8„- LOCK , 07600.UO7 092 5.J04 ... 07600.UO2 1092';5.PO1 (40,) Jkl00'-0" FL P4.2 1 Ad.b BUILDING SECTION A2.0 A4.2 1/8 11=11-091 A2.2 3 rF 4 BUILDING A2.01A4.2 1/8 4-off SECTION VL -- A4.2 I A4.7 5 7 6 )NC 8' -OCK .01) L t i, .Y i a S w 4 R tC- t % 4 � � S tf t 4 �;1.l�«1» x til i r a .."` .d �r ROGERS, LOVELOCK & FRIT4 IVC. Architecture A Engineering Interi®r Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 82790-0730 (407) 847-1039 Telefax (407) 829-9409 License Number AA C000584 License Number EB 0000829 project title d owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA C seal/signature .li 1 JOHN H. ROGERS, No. 05179 date 16 JANUARY 2006 D job number 2037.04 drawn by LEM checked by JWB revisions E sheet title/contents BUILDING SECTIONS I I I I I i i _L kI 111 II I f 1 2 4 5 11040.A02 11040.A02 A A.8 B 03491.AO2 03491.A02 4 2.4 F5 1 07722.AO1 rD1 A4.2A A4.4A K�D1 A4.2A I A4.4A--- --- -- I — _ A4.2A A4.3A .x.1.54'— n" ! E 0 Ilip I L �9 -4"—, FIN FL A4.2A A4.4A — F1 — - A4.2 A4.3A A4.1 A4.9 �.,ING SECTION—BELL TOWER ADDITIVE BID ITEM az.oA 1aasn� ve'=r-o' rc4� BUILDING SECTION nzon as zn 1/8" 4 -Opp A4.2AIA4.3A � I� I � �154'-0— r ATO BEAM 09225.P01 I� I ,_,.,.1 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 I•I•Ig1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.11 1.1.1.1.1.1.1.1.1®1.1.1.1.1.1.1.1.1.1 , I iI,IIII.IIILIM1�1�1.1,111�14•P1.1.1�11,111 1.1"1•1•1•I•1•1•1•I•1"1.1.1.1.1.1.1.1 , ' e E NP 1:1:1:1;1:1:1:11.1.1.1.1.1.1.1.1.1.1 T4.2AA4.1 1 1 1 1 1 1 1 1 1.1.1.1.1.1.1.1.1.1.11 1•I•I•I•I•I•Ipl•l•l.l•l•l•l•l•l•lpl•l 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 1.1.1.14.1.144.1.1.1.1.1.1.1.1.1.11 1.1.1.14.1.14.1444.1.1.144.1.1 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.11 1.14444.14.14.144.1.144.1.1 1•I•I•I•Igl•l•l•l•l•l•l•l•l•l•l•l•l•l Iql•l•l•I•1•1•1•1•1•1•1•1•1�1�1•1•1•1 qCMU A. ; 11 -1 • 1 AMY� 1�1�,�1111 1 I_I_I_I_I 11 i�iiiiiGii � ■■■ sues■ru■■�i II ■rte—■u......i ■e-�.uueaueeei.' 1 ue uuur■■■�ei � ■eeeeeeee�■��lei „ , ■eeeeue■ul�.nei II qvFIN FL BELL TO R ADDITIVE BID ITEM BUILDING, SECTION nzTZA 1/8 =1 - BELL TOWER ADDITIVE BID ITEM r NOTES: KEY NOTES: 1� WALL HYDRANT, COORDINATE LOCATION WITH PLUMBING DRAWINGS 0 OPEN r MATERIAL NOTES: 7 8 rc4� BUILDING SECTION nzon as zn 1/8" 4 -Opp A4.2AIA4.3A � I� I � �154'-0— r ATO BEAM 09225.P01 I� I ,_,.,.1 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 I•I•Ig1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.11 1.1.1.1.1.1.1.1.1®1.1.1.1.1.1.1.1.1.1 , I iI,IIII.IIILIM1�1�1.1,111�14•P1.1.1�11,111 1.1"1•1•1•I•1•1•1•I•1"1.1.1.1.1.1.1.1 , ' e E NP 1:1:1:1;1:1:1:11.1.1.1.1.1.1.1.1.1.1 T4.2AA4.1 1 1 1 1 1 1 1 1 1.1.1.1.1.1.1.1.1.1.11 1•I•I•I•I•I•Ipl•l•l.l•l•l•l•l•l•lpl•l 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 1.1.1.14.1.144.1.1.1.1.1.1.1.1.1.11 1.1.1.14.1.14.1444.1.1.144.1.1 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.11 1.14444.14.14.144.1.144.1.1 1•I•I•I•Igl•l•l•l•l•l•l•l•l•l•l•l•l•l Iql•l•l•I•1•1•1•1•1•1•1•1•1�1�1•1•1•1 qCMU A. ; 11 -1 • 1 AMY� 1�1�,�1111 1 I_I_I_I_I 11 i�iiiiiGii � ■■■ sues■ru■■�i II ■rte—■u......i ■e-�.uueaueeei.' 1 ue uuur■■■�ei � ■eeeeeeee�■��lei „ , ■eeeeue■ul�.nei II qvFIN FL BELL TO R ADDITIVE BID ITEM BUILDING, SECTION nzTZA 1/8 =1 - BELL TOWER ADDITIVE BID ITEM r NOTES: KEY NOTES: 1� WALL HYDRANT, COORDINATE LOCATION WITH PLUMBING DRAWINGS 0 OPEN MATERIAL NOTES: DIV 3 CONCRETE 033OO.AO2 CONCRETE BEAM 03491.AO2 GFRC DOME DIV 6 WOOD AND PLASTICS 06200.M01 WOOD TRIM 06200.M10 MOLDING DIV 7 THERMAL AND MOISTURE PROTECTION 0732O.AO1 CLAY ROOFING TILE 07600.M04 METAL COPING CAP 07600.UO2 DOWNSPOUT 07600.U07 SCUPPER 07722.AO1 ROOF HATCH AND WINDOWS DIV 8 DOORS 0852O.AO2 ALUMINUM FIXED WINDOW 08900.A01 GLAZED ALUMINUM CURTAIN WALL DIV 9 FINISHES 09225.JO4 CONTROL JOINT 09225.PO1 STUCCO 09548.AO1 LINEAR WOOD CEILING, OPEN 09548.AO3 FALSE WOOD BEAM DIV 11 EQUIPMENT 11040.A02 METAL CROSS, EXTERIOR 0 4' 8' 24' %7==7MMMMM7 1/8 = 1'-0" 7 8 I I I i I II B ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA Most title/contents j i TOWER BUILDING I SECTIONS ADDITIVE BID I ITEM 1/8 = 1, _ 0„ drawing number A4E2A sheet 00 of seal/signature k JOHN H. ROGERS, No. 05179 date 16 JANUARY 2006 D fob number 2037.04 drawn by KHS checked by I' JWB revisions Most title/contents j i TOWER BUILDING I SECTIONS ADDITIVE BID I ITEM 1/8 = 1, _ 0„ drawing number A4E2A sheet 00 of A E 19 10 I A4.3 I A7.2 07600.MO4 -- TOP CMU (� 07550.AO1 1.16'-8" _ _ 07220.P10 TOP OF BEAM 07210.R10 J F1_ 05310.AO1. A4.3 A7.2 04200.DO5 07210.R20 (3 1/2 R-15) 09225.PO1 09225/03 09250.AO1 07131.V12 03300.A02 091 OO.A01 f� L \\-0951 O.AO1 C1 A4.3 A7.10 F1 A4.3 I A7.10 03300.801 , -0 ,> 03300. VO1 1 00_ FIN FLFL -- 1ll L 03300.605 - ► ILf= �II L ll1 III -111= _� I I 02300.A02 � I �1-ll!-I I III -11 ll=lll=l�lll 111=L -I 11=1 11=11 -I 11=1 11=111=1 11= 03300. A06 I=III ,TTi Fi I_- 1 KT�iWALL SECTION 91 FACE OF 8" 77 1'-1" CONC/CMU 07320. V10 I 07320.P10 07320.A01 64 . A4.3 A7.2 07210.R22 0531 O.A01 ( 07210.R20 r I 'oma X�l29�'-6_ 1/2»' - - 0 OF BEAM 0 ° 05120.AO1 3300.A02 04200.DO6 I 09548.AO1 09225.P01 09548.AO3 09225.L03 09100.D01 07131.V12,: rA 3 (6 ) A4.3 I A7.11 07210.R20 J (3 1/2 /2", R-15) 08520.A02 1 rC 3 A4.3 I A7.11 I ( Al I J A4.3 A7.2 11.43' - OPH 07600.MO4 09100.A01 11.9-4. F4 04200.DO6 I STOP CMU A4.3 A7.2 I ,� - I I 07550.A01 1 07550.A01 I 1 09250T.OAP01 07220.P10 07220.P10 07210.R0 07210.R10 116-8 <- -. J1�16'-8 _ F -B ETM - I 0 F BEAM 1 4 I 05310.A01 J J 07210.R20 05310.A01` ° (3 1/2", R-15) F1 03300.A02 A4.3 A7.2 OPH 03300.A02 04200.DO5 09225.PO1 09225/03 07131.V12 09100. AO1 03300.AO2 0951O.AO1 .. 09100.D01 1 I C1 ($�,) I I A4.3 A7.10 SIM, OPH I I D3 A4.3 A7.11 ` I F1 A4.3 A7.10 03300.601 I SIM, OPH 03300. V01 - - _ „ -0100,-0"- _ � _ FIN L d F00-0 I I 111IN FL ITIE�E=1 IL --M Ei I - ill Ill - lll-lll= _ -Li1=- �99�- 4» -Ili-III-III-111=1a� - illl MECH]7ELEC TL �II=II=y1-1ll,IN -III=1TI=1 I �I I f I I i • a a T �IIl I IIII_ I I � l =1 I =1 I Ell I rF 3 WALL SECTION KT�5WALL SECTION I 1 . _ I L hL.. Ili .II...t.11.l_U 1. i I L. ISL I. L.._.. I . 1L_..I L - --. -- - _ 7 SHEET NOTES: 7 3/8" 7 4 5 7 A E 19 10 I A4.3 I A7.2 07600.MO4 -- TOP CMU (� 07550.AO1 1.16'-8" _ _ 07220.P10 TOP OF BEAM 07210.R10 J F1_ 05310.AO1. A4.3 A7.2 04200.DO5 07210.R20 (3 1/2 R-15) 09225.PO1 09225/03 09250.AO1 07131.V12 03300.A02 091 OO.A01 f� L \\-0951 O.AO1 C1 A4.3 A7.10 F1 A4.3 I A7.10 03300.801 , -0 ,> 03300. VO1 1 00_ FIN FLFL -- 1ll L 03300.605 - ► ILf= �II L ll1 III -111= _� I I 02300.A02 � I �1-ll!-I I III -11 ll=lll=l�lll 111=L -I 11=1 11=11 -I 11=1 11=111=1 11= 03300. A06 I=III ,TTi Fi I_- 1 KT�iWALL SECTION 91 FACE OF 8" 77 1'-1" CONC/CMU 07320. V10 I 07320.P10 07320.A01 64 . A4.3 A7.2 07210.R22 0531 O.A01 ( 07210.R20 r I 'oma X�l29�'-6_ 1/2»' - - 0 OF BEAM 0 ° 05120.AO1 3300.A02 04200.DO6 I 09548.AO1 09225.P01 09548.AO3 09225.L03 09100.D01 07131.V12,: rA 3 (6 ) A4.3 I A7.11 07210.R20 J (3 1/2 /2", R-15) 08520.A02 1 rC 3 A4.3 I A7.11 I ( Al I J A4.3 A7.2 11.43' - OPH 07600.MO4 09100.A01 11.9-4. F4 04200.DO6 I STOP CMU A4.3 A7.2 I ,� - I I 07550.A01 1 07550.A01 I 1 09250T.OAP01 07220.P10 07220.P10 07210.R0 07210.R10 116-8 <- -. J1�16'-8 _ F -B ETM - I 0 F BEAM 1 4 I 05310.A01 J J 07210.R20 05310.A01` ° (3 1/2", R-15) F1 03300.A02 A4.3 A7.2 OPH 03300.A02 04200.DO5 09225.PO1 09225/03 07131.V12 09100. AO1 03300.AO2 0951O.AO1 .. 09100.D01 1 I C1 ($�,) I I A4.3 A7.10 SIM, OPH I I D3 A4.3 A7.11 ` I F1 A4.3 A7.10 03300.601 I SIM, OPH 03300. V01 - - _ „ -0100,-0"- _ � _ FIN L d F00-0 I I 111IN FL ITIE�E=1 IL --M Ei I - ill Ill - lll-lll= _ -Li1=- �99�- 4» -Ili-III-III-111=1a� - illl MECH]7ELEC TL �II=II=y1-1ll,IN -III=1TI=1 I �I I f I I i • a a T �IIl I IIII_ I I � l =1 I =1 I Ell I rF 3 WALL SECTION KT�5WALL SECTION \\ I NOTES: U`1048.HUL LINtAK YYUUU GtILIIVG, GLUJtU I' 7 SHEET NOTES: 7 3/8" 7 7/8" 1. FOR ARCHITECTURAL ABBREVIATIONS REFER FACEOF-7 40FACE OF TO DRAWING NUMBER GO.1 MTL STUD MTL STUD I MATERIAL NOTES: 07320. V10 07320.P10 1 DIV 2 SITEWORK 02300.AO2 BACKFILL MATERIAL 07210.R22 DIV 3 CONCRETE 05310. A01 I 03300.AO2 CONCRETE BEAM I I 129'-6 1 2"_ 03300.AO6 CONCRETE FOOTING 03300.801 CONCRETE SLAB f OF EAM C3 I I I 03300.1305 CONCRETE FILL A4.3 A7.3 I 09548.AO2 03300.VO1 VAPOR BARRIER 0721 O.R20 09548.AO3 (6 , R-21) DIV 4 MASONRY I 1 09100.D03 09225.PO1( 04200.DO5 CMU 8" 09225/03 I I A6 04200.DO6 CMU 12" 07131.V12 1 1 A4.3 I A7.11 04200.U10 PRECAST CONCRETE SPLASH BLOCK 05400.D04 1 7- j DIV 5 METALS 07210.R20 � I (6", R-21) 1 I I 05120.AO1 STEEL BEAM 1 C6 05310.A01 STEEL DECK 08520. A02 I A4.3 A7.11 05400.DO4 STEEL STUD 6" 1 1 DIV 6 WOOD AND PLASTICS 7I-Ljkl21'-9 1 P " 06200.S11 WINDOW STOOL j NVTO STUD DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE f2 WATERPROOFING A4.3 A7.3 07210.R10 RIGID BOARD THERMAL INSULATION 07210.R20 BLANKET INSULATION 07320.A01 I SOUND ATTENUATION BATTS �--07210.R22 07320.V10 I 1 I 07220.P10 GLASS MAT GYPSUM PROTECTION BOARD 07320.P10 I I 1rihl16'-10" 07320.AO1 CLAY ROOFING TILE ATO BC -ANF 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD 1'-5" 12 1 I 07320.V10 UNDERLAYMENT MEMBRANE 6 I 09212.NO4 07550.AO1 MODIFIED BITUMEN ROOFING SYSTEM - 09250.AO1 07600.MO4 METAL COPING CAP 07320.A01 I 07600.U01 GUTTER 07600.UO2 DOWNSPOUT 07600.U01 DIV 8 DOORS AND WINDOWS 010.1 1 1 A4 08520.AO2 ALUMINUM FIXED WINDOW 0535310.A0AO1 I A4.3 A8.4 a, 08520.CO1 ALUMINUM CASEMENT WINDOW X1.12_,-0„ _ -TROP _ 05120.A01 OF BEAM :: 09100.D01 I I` I IHES 09100.D03'0- DIV 9 FINIS B6 09250.A01Z_ -- I I --. 1 09100.AO1 SUSPENDED CEILING SYSTEM A4.3 A7.3 I I 09100.DO1 STEEL STUD 09225.P01 - I 1 09100.DO3 STEEL STUD 3 5/8" 09225103 f 09100.D03 09212.NO4 ACOUSTICAL PLASTER FINISH 07131.V12 07210.R20�-- - 09225.L03 SELF -FURRING DIAMOND MESH LATH 03300.AO2 1 I (3 1/2 , R-15) I 09225.PO1 STUCCO 07600.UO2 - j D6 1 I C6 09250.AO1 GYPSUM BOARD, REGULAR 5/8" A4.3 A7.11 I A4.3 A8.4 0951O.AO1 ACOUSTICAL CEILING UNITS TYP 09548.AO1 LINEAR WOOD CEILING, OPEN \\ I U`1048.HUL LINtAK YYUUU GtILIIVG, GLUJtU I' I 09548.A03 FALSE WOOD BEAM 08520.CO1 0 0 0 0 0 1 1 z I I I I F6 I A4.3 A7.11 I I F6 I I A4.3 A8.4 06200.S11 I TYP 102 Q__-_1 I SILL j o a a o 1 I I 1 03300.BO1. 04200.D05 1 I I I 03300.V01 04200.U10 1 I I (18"x24") I 1 100, _ 0,)� + •n FY IN FL -_ LI1 ill = E lll 111lll- III I I -I I III =11; I I I=J I .111 JJ 1=J.= Ill =111 =1 I I -III -I i I -III -III -I 1I - 1I I T f -Ii I 1 I II I IWL rF 6 WALL SECTION 0 1' 2' 4' 6' 1/2 = 1 f _ O„ 8 I I X154''-0" T OF BEAN K'F6 A4.3A I A7.2 148'-1 OF PARA 09250.P13 09225.PO1 09225/03 07131.V12 07320.A01 TO F' BEAM 09225.PO1 09225/03 07131.V12 09100.DO3 04200.DO6 09225.PO1 09225/03 07131.V12 �130'-0" f WINDC 07600.UO2 (4» ) I III i� �: � .I t ,, I; � �L i P I i ',' ,I d _�.�_ _ ISL.. ,�I_�. _lL l.L 1�I111LiLll I. _ F7/A4.7 rDT WALL SECTION 04200.DO 09225.PC 0922510 07131. V1. X�1_16_'-0" I -/TOP OF BEAN 03300.AO 03300.BO T�112'-8" _ F CMU 07600.UC (4 11) 09225.PO 0922510 07131.V1'd 04200.DO _Jk�1._0_0'-0_ FINN FLOOR 03300.60 02300. AO 03300.AO ).W14 O.R20 /2", R-15) )O.DO3 10.601 O. TO2 O.HO2 10.D03 10.602 iO.AO1 10.D03 O.R20 /211) i0.AO1 10.D03 07550.AO1 07220.P10 07210.810 (TAPERED) 05310.601 05120. EO6 05120.AO1 05120.EO1 05120.603 05400.DO4 07210.R20 (3 1/2 R 07210.W14 05120. EO1 05120. EO6 IE F6_ WALL SECTION A4.2A I A4.3A 1/2" = 1'-0" 116'16'-0" TOP OF B A C 41TC D 033( 023( E 07550.AO1 07220.P10 07210.R10 05210. AO2 05210. T01 09100.AO1 1 )1 3 11 11 rEi WALL SECTION VIII L..L rB2 I 1 - 11 F I � A4.4 I A7.4 12 07220.P10 5 A C 41TC D 033( 023( E 07550.AO1 07220.P10 07210.R10 05210. AO2 05210. T01 09100.AO1 1 )1 3 11 11 rEi WALL SECTION 09100. A01 09510. A01 04200.DO5 09250. A 1 07210.R20 (3 1/2' W-1 5 09100.DO3 I` F2 A4.4 A7.16 03300.801 03300. VO1 100' -0 �FIN FL �-T ITT*I�T r� • � � � -• �-�111 IML LI- • . t T EE � 71 -1=J1=111-x+= 11l lll.-1J1 -III- ' I-1 ff_111=T-1 I I� f I I I- 161-1 I I -I fiT ;J1=lll-i I I -I I i -I I I-1 I 'll 1J1 ill a , 111-J11-1 III I I�-����I I l- • d I I-�lll ll_� 03300.AO6 F3 WALL SECTION rF 4 A4.4 A7.3 OPH _ _116,-0„ rt S.TOP CM U 07550.A01 07220.P10 07210.R10 ° I 1141 4„- ` + TOP B OF BEAM 05310.A01 } 03300.AO2 04200.DO5 05210. T01 09225.PO1 09225/03 07131.V12 07210.R20 �� C1 3 1/2, R-15 / ' � A4.3 A7.10 LSIM, OPH I' l � J F1 A4.3 A7.10 OPH j,100, -o" FIN FL d ,•'� a '� 1Ti_IT= ITI I I I _ ITi-III-9 N F4- Ii Iii► II IIIS- i 1 U�-7 111 11 1L1 llly p + . � lll I- I l� A I -I I I 1ff=1-(I- II-� • I-11.1= 07320.AO1 rB2 07320.V10 A4.4 I A7.4 12 07220.P10 5 6 07210.R10 07600.UO1 03300.1305 CONCRETE FILL 7 ( 1 05310. AO1 118'_4„ 0 OF -E + I 05120.AO2 07600.UO2 STEEL WIDE FLANGE BEAM 05210.A02 PARALLEL FLANGE BEAM 05210.T01 STEEL JOIST 0531O.A01 STEEL DECK DIV 7 THERMAL F6 07550.AO1 COMPOSITE, SELF -ADHERING SHEET MEMBRANE A4.4 I A7.3 07210.R10 07220.P10 07210.R20 BLANKET INSULATION 07220.P10 GLASS. MAT GYPSUM PROTECTION BOARD 07210.R10 CLAY ROOFING TILE 07320.V10 UNDERLAYMENT MEMBRANE 07550.AO1 MODIFIED BITUMEN ROOFING SYSTEM 114,_4„_ 05310.A01 07600.UO2 DOWNSPOUT AND WINDOWS DIV 8 DOORS 08520.AO2 �. . 0 OF BEAM 09100.AO1 SUSPENDED CEILING SYSTEM 09100.DO3 STEEL STUD 3 5/81$ 09225/03 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO 09250.A01 GYPSUM BOARD, REGULAR. 5/8" 03300.AO2 09100. A01 09510. A01 04200.DO5 09250. A 1 07210.R20 (3 1/2' W-1 5 09100.DO3 I` F2 A4.4 A7.16 03300.801 03300. VO1 100' -0 �FIN FL �-T ITT*I�T r� • � � � -• �-�111 IML LI- • . t T EE � 71 -1=J1=111-x+= 11l lll.-1J1 -III- ' I-1 ff_111=T-1 I I� f I I I- 161-1 I I -I fiT ;J1=lll-i I I -I I i -I I I-1 I 'll 1J1 ill a , 111-J11-1 III I I�-����I I l- • d I I-�lll ll_� 03300.AO6 F3 WALL SECTION rF 4 A4.4 A7.3 OPH _ _116,-0„ rt S.TOP CM U 07550.A01 07220.P10 07210.R10 ° I 1141 4„- ` + TOP B OF BEAM 05310.A01 } 03300.AO2 04200.DO5 05210. T01 09225.PO1 09225/03 07131.V12 07210.R20 �� C1 3 1/2, R-15 / ' � A4.3 A7.10 LSIM, OPH I' l � J F1 A4.3 A7.10 OPH j,100, -o" FIN FL d ,•'� a '� 1Ti_IT= ITI I I I _ ITi-III-9 N F4- Ii Iii► II IIIS- i 1 U�-7 111 11 1L1 llly p + . � lll I- I l� A I -I I I 1ff=1-(I- II-� • I-11.1= S BACKFILL MATERIAL 02300.F01 DIV 3 FINISH GRADE CONCRETE 03300.A02 CONCRETE BEAM 03300.AO6 5 ra CONCRETE SLAB 03300.1305 CONCRETE FILL 7 VAPOR BARRIER S A 03300.A02 �- 07320.AO1 07320. V10 07220.P10 07210.R10 a °d I • • I B4 a 05310.AO1 A4.4 A7.4 05120.AO2 PAA - - - - A4.1 04200.D06 09225.P01 09225. L03 07131.V12 rc-,-- I A4.4 I A7.12 � I I I 03300.A02 08520.A02----\ A 02300. F01 03300.BO5 02300. A02 091 OO.DO3 09250.A01 07210. R20 r-(3 1/2', R-15) I 1 03300.1301 03300. VO1 -A100'-0"_ F� IN FL -ILII •III :IT 03300.AO6 NOTES: MATERIAL NOTES: 02300.A02 BACKFILL MATERIAL 02300.F01 DIV 3 FINISH GRADE CONCRETE 03300.A02 CONCRETE BEAM 03300.AO6 n4, 03300301 CONCRETE SLAB 03300.1305 CONCRETE FILL 03300.V01 VAPOR BARRIER 1 CMU 8" 04200.DO6 DIV 5 CMU 12 is A 03300.A02 �- 07320.AO1 07320. V10 07220.P10 07210.R10 a °d I • • I B4 a 05310.AO1 A4.4 A7.4 05120.AO2 PAA - - - - A4.1 04200.D06 09225.P01 09225. L03 07131.V12 rc-,-- I A4.4 I A7.12 � I I I 03300.A02 08520.A02----\ A 02300. F01 03300.BO5 02300. A02 091 OO.DO3 09250.A01 07210. R20 r-(3 1/2', R-15) I 1 03300.1301 03300. VO1 -A100'-0"_ F� IN FL -ILII •III :IT 03300.AO6 NOTES: MATERIAL NOTES: 02300.A02 BACKFILL MATERIAL 02300.F01 DIV 3 FINISH GRADE CONCRETE 03300.A02 CONCRETE BEAM 03300.AO6 CONCRETE FOOTING 03300301 CONCRETE SLAB 03300.1305 CONCRETE FILL 03300.V01 VAPOR BARRIER DIV 4 MASONRY 04200.DO5 CMU 8" 04200.DO6 DIV 5 CMU 12 is METALS 05120.A02 STEEL WIDE FLANGE BEAM 05210.A02 PARALLEL FLANGE BEAM 05210.T01 STEEL JOIST 0531O.A01 STEEL DECK DIV 7 THERMAL AND MOISTURE PROTEC11ON 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07210.R20 BLANKET INSULATION 07220.P10 GLASS. MAT GYPSUM PROTECTION BOARD 07320.AO1 CLAY ROOFING TILE 07320.V10 UNDERLAYMENT MEMBRANE 07550.AO1 MODIFIED BITUMEN ROOFING SYSTEM 07600.UO1 GUTTER 07600.UO2 DOWNSPOUT AND WINDOWS DIV 8 DOORS 08520.AO2 ALUMINUM FIXED WINDOW DIV 9 FINISHES 09100.AO1 SUSPENDED CEILING SYSTEM 09100.DO3 STEEL STUD 3 5/81$ 09225/03 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO 09250.A01 GYPSUM BOARD, REGULAR. 5/8" 09510.AO1 ACOUSTICAL CEILING UNITS rF 5 WALL SECTION F6 WALL SECTION A4.1 A4.4 1/2" = 1'-0" ;' A4.1 A4.4 1/2" = 1'-0" CATHOLIC COMMUNITY ,LU,rat lati ROGERS, LOVELOCK & FRITZ, SIC. G; i Architecture A Engineering Interior Design 1461 Lincoln Avenuefi P.O. Box 730 Winter Park. Florida 32790-0730 (407) 847-1059 Telefax (407) 829-9409 e License Number AA C000684 License Number EB 0000829? project title & owner's name i` CATHOLIC DIOCESE OF ORLANDO I. ALL SOULS ;' CATHOLIC COMMUNITY 2 3 4 5 7 ,LU,rat lati ROGERS, LOVELOCK & FRITZ, SIC. G; i Architecture A Engineering Interior Design 1461 Lincoln Avenuefi P.O. Box 730 Winter Park. Florida 32790-0730 (407) 847-1059 Telefax (407) 829-9409 e License Number AA C000684 License Number EB 0000829? project title & owner's name i` CATHOLIC DIOCESE OF ORLANDO I. WALL SECTIONS F ALL SOULS ;' CATHOLIC COMMUNITY CHURCH BUILDING �, SANFORD, FLORIDA I k: Y, seal/signature r N, nF JOHN H. ROGERS, No. 051791:. date I: 16 JANUARY 2006 D lob number 2037.04 drawn by fa,' LEM r checked by JWB revisions ff� fi C WALL SECTIONS F 0A C 07320.AO1 D E 0 07220.P10 07210.R10 ,moo, 4 03491.A01 �rB2 A4.4A A7.5 SIM �I 154'-0" - - - - � �OFBEAM -----� i � I � � 09250.P13 -- ----� STOP OF' LOUVER --- ----- - - i 09225.P01 09225103 07131.V12 07550.A01 07220.P10 2.4 07210.R10 8" 03491.A01 05310.1301 r AA AAB A7G I 05120.A01 - 07210.W14 - 05400.DO4 - 07210.R20 (3 1/2", R-15) rF 2 A4.4A 1A7.5 05310.801 05120.A02 05120.E18 07210.R22 I 09548.A01 03300.A02 09548.A03 JV 09100.D03 07210.R20 (3 1/2", R-15) 06200.M13 REF LINE ENIENINEINEINE F3/A4.4A K`D1 WALL SECTION A4.2A I A4.4A 1/2 = 1'-0" 06200.01 (2"x12") 09100.001 (8 8If) O 03300.805 02300.AO2 03300.AO6 IE Elm A 7210.W14 3100.DO3 7210.R20 5 1/2", R-15) 5310. A01 TOP OF BEAM 5120.E01 3300.AO2 3100.Co1 ") O 721 O.R20 S 1/2", R-15) a100.DO1 ,Y•�Yi�:tiTi- E200.D06 3300.801 3300.V01 100' 0" FIN FLOOR F3 WALL SECTION 07550.AO1 07220.P10 07210.1310 05310.601 rF 5 WALL SECTION A4.2A I A4.4A 1/2" = 1'-0" _ _ 150'6" TOP OF_LOUVER PAA A4.45 OPH 137> TOP OF BEA 5.PO1 5103 I,V12 ___130'-0" TOP OF LOUVE Lot 07550.AO1 07220.P10 07210.R10 116'-00 TOP OF BEAM A7.5 SIM, OPH 03300.AO2 7 NOTES: KEY NOTES: 0 RUNNER TRACK SET IN 2_CONT. BEADS OF SEALANT MATERIAL NOTES: DIV 2 SITEWORK 2 4 03491.A01 �rB2 A4.4A A7.5 SIM �I 154'-0" - - - - � �OFBEAM -----� i � I � � 09250.P13 -- ----� STOP OF' LOUVER --- ----- - - i 09225.P01 09225103 07131.V12 07550.A01 07220.P10 2.4 07210.R10 8" 03491.A01 05310.1301 r AA AAB A7G I 05120.A01 - 07210.W14 - 05400.DO4 - 07210.R20 (3 1/2", R-15) rF 2 A4.4A 1A7.5 05310.801 05120.A02 05120.E18 07210.R22 I 09548.A01 03300.A02 09548.A03 JV 09100.D03 07210.R20 (3 1/2", R-15) 06200.M13 REF LINE ENIENINEINEINE F3/A4.4A K`D1 WALL SECTION A4.2A I A4.4A 1/2 = 1'-0" 06200.01 (2"x12") 09100.001 (8 8If) O 03300.805 02300.AO2 03300.AO6 IE Elm A 7210.W14 3100.DO3 7210.R20 5 1/2", R-15) 5310. A01 TOP OF BEAM 5120.E01 3300.AO2 3100.Co1 ") O 721 O.R20 S 1/2", R-15) a100.DO1 ,Y•�Yi�:tiTi- E200.D06 3300.801 3300.V01 100' 0" FIN FLOOR F3 WALL SECTION 07550.AO1 07220.P10 07210.1310 05310.601 rF 5 WALL SECTION A4.2A I A4.4A 1/2" = 1'-0" _ _ 150'6" TOP OF_LOUVER PAA A4.45 OPH 137> TOP OF BEA 5.PO1 5103 I,V12 ___130'-0" TOP OF LOUVE Lot 07550.AO1 07220.P10 07210.R10 116'-00 TOP OF BEAM A7.5 SIM, OPH 03300.AO2 7 NOTES: KEY NOTES: 0 RUNNER TRACK SET IN 2_CONT. BEADS OF SEALANT MATERIAL NOTES: DIV 2 SITEWORK 02300.AO2 BACKFILL MATERIAL DIV 3 CONCRETE 03300.AO2 CONCRETE BEAM 03300.AO6 CONCRETE FOOTING 03300.801 CONCRETE SLAB 03300.805 CONCRETE FILL 03300.VO1 VAPOR BARRIER 03491.AO1 GFRC WALL PANEL DIV 4 MASONRY 04200.DO6 CMU 12" DIV 5 METALS 05120.AO1 STEEL BEAM 05120.AO2 STEEL WIDE FLANGE BEAM 05120303 STEEL TUBE COLUMN 05120.EO1 STEEL ANGLE 05120.EO6 STEEL PLATE 05120/18 EMBED PLATE 05210.TO2 . OPEN WEB STEEL JOIST 05310.Ao1 STEEL DECK 05310.801 STEEL ROOF DECK 05400.DO4 STEEL STUD 6" DIV 6 WOOD AND PLASTICS 06200.MO1 WOOD TRIM 06200.M13 WOOD CROWN MOLDING DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE JWB WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07210.R20 BLANKET INSULATION 0721O.R22 SOUND ATTENUATION BATTS 0721 OX 4 WIRE MESH 07220.P10 GLASS MAT GYPSUM PROTECTION BOARD 07320.AO1 CLAY ROOFING TILE 07550.AO1 DIV 9 MODIFIED BITUMEN ROOFING SYSTEM FlNISHES 09100.CO1 STEEL STUD RUNNER TRACK 09100301 STEEL STUD 09100.DO3 STEEL STUD 3 5/8" 09225103 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO 09250.AO1 GYPSUM BOARD, REGULAR 5/8" 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM SHEATHING 09548.AO1 LINEAR WOOD CEILING, OPEN 09548.AO3 FALSE WOOD BEAM 0 1, 2' 4' 6' 1/2 _ 11-019 7 8 rAI I ROGERS, LOVELOCK BE FRITZ INC. i Architecture i A Engineering Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 647-1039 Telefax (407) 329-9409 License Number AA C000504 License Number EB 0000029 project title & owner's name CATHOLIC DIOCESE OF ORLANDO B ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA C seal/signature JOHN H. ROGERS, No. 05179 date 16 JANUARY 2006 D job number 2037.04 drawn by LEM chocked by JWB revisions sheet title/contents WALL SECTIONS TOWER ADDITIVE BID ITEM F 1/2"=l $-Opt drawing number i A4E4A sheet 00 of i w .; F1 N C D w .�-----_ NOTES: 11040.A02 SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO rF6 I I TA I I DRAWING NUMBER_ GO.1 A4.5 A7.2 I A203300.A02 °4 I KEY NOTES: e 1-11 136 I I I 64 (1 MECHANICAL OPENING 107320.A01 A4.5 A7.2 07320.A01 07320.A01 I I A4.5 A7.4 ° ° ° OPH MATERIAL NOTES 07320.V10 - - - 0721 O.R10 ( 07320.V10 07320 P10 (�- ( 07320.P10 I 4 DIV 2 SITEWORK ♦, I 07210.1310 07210.R10 i 02300.A02 BACKFILL MATERIAL 07210.R10 A DIV 3 CONCRETE �` 05310.A01 �` _ _ �,� �� 05310.A01 B4 •A 03300.AO2 CONCRETE BEAM A4.5 A7.4 ," ; � 05310.A01 a °° 03300.A06 CONCRETE FOOTING 03300.A02 03300.601 CONCRETE SLAB 05120.A02 Al° 05120.A01 05120.A01 03300.602 CONCRETE SLAB ON METAL DECK 03300.605 .CONCRETE. FILL 07550.A01 _ _ 09100.D03 09250.A01 a4 07550.A01 03300.V01 VAPOR BARRIER 07220.P10 09100.D03 09212.N04 ( 07220.P10 07210.1310 --- - 09250.A01 -:LL . ,.. 07210.R10 DIV 4 MASONRY ., ..L ................ e,, .�, __. ...... ........, ....__ ...... I ......... 1.... 04200.DO5 CMU 8" ... 137,-4„ 1_.. 1...... . WINDOW 777��_ , 09548.A02 �:.: 09548.AO2 09548.A01 04200.D06 CMU 12 () DIV 5 METALS ° a• .........:.. .......................... A6 ............... i 05120.A01 STEEL BEAM A4.4 A7.12 05120.AO2 STEEL WIDE FLANGE BEAM r '• .............................................................. I 05310.A01 STEEL DECK ( l � A3 -- I --' A3 - A4.5 A7.12 - A4.5 A7.13 DIV 7 THERMAL AND MOISTURE PROTECTION ............... ......... A 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE 08520.A02 ......... .... ....... 08520.A02 WATERPROOFING 08800.101 I I 08800.101 07210.R10 RIGID BOARD THERMAL INSULATION . 07210.1320 BLANKET INSULATION ...... 07210.1322 SOUND ATTENUATION BATTS rD3 .... __ D3 I �--_ 07220.P10 GLASS MAT GYPSUM PROTECTION BOARD A4.5 1 A7.12 A4.5 A7.13 07320.A01 CLAY ROOFING TILE ................. ..................................... ... rD2�� 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD x................. 1 I SIM, OPH 07320.V10 UNDERLAYMENT MEMBRANE 128'-8"_ _ - _ . _ _ . _ _ . _ 07550.A01 MODIFIED BITUMEN ROOFING SYSTEM rB2 I ` DIV 8 DOORS AND WINDOWS h a s _ A4.5 A7.4 I 08520.AO2 ALUMINUM FIXED WINDOW 07320.AO1 OPH - 07210.R20 1 08800.101 INSULATING GLASS UNITS (3 1/2", R-15) B4 (�- J 03300A02 08900.A01 GLAZED ALUMINUM CURTAIN WALL L 07210.1320 B2 . (3 1/2 R-15) A4.5 A7.4 A4.4 A7.4 09250.A01 SIM, OPH DIV 9 FINISHES - - - _ ° I - 07320.AO1 07320.A01 - -' 09100.D03 ( ( a 09100.DO2 STEEL STUD 2 1/2" 1 07210.1310 07320.V10 I I 09100.DO3 STEEL STUD 3 5/8 ° I 07320.P10 07320.P10 09100.DO6 STEEL STUD 4" 04200.D06 �--- � 09212.N04 ACOUSTICAL PLASTER FINISH 09250. A01 e • 09225103 . SELF -FURRING DIAMOND MESH LATH 09225.P01 0$900.A01 � ` 09225.P01 STUCCO REGULAR 5 8 05120.A01 - 0330O.AO2 1 0721O.R10 ° 071315.V 2 09250.A01 GYPSUM BOARD, REG / " Al 09100.D03 08800.101 05310.A0 09548.AO1 LINEAR WOOD CEILING, OPEN A4.5 A7.13 I :: 4 09548.A02 LINEAR WOOD CEILING, CLOSED 05120. A01 116'-8" _ OF BEAM 04200.DO6 091 OO.DO3 09250.AO1 A4.51 A7.13 111'-4" _ _ OF BEAM 07210.R22 09100.DO2 A4.5 I A7.13 I 102'-0" 07210.R22 jk�100'-----0" FL 1 �- 06200.A01 i c� � A4.5 I A7.13 i 1 08520.A02 /-1 08800.101 03300.1302 03300.601 / 03300. VO1 111111 1111111II 02300. AO2 03300.605 �"- 03300.A06 rFT WALL SECTION 118' 0" 09250. 09212.1 09100. 03300.601 03300.VO1 �100'----0" FI rF WALL SECTION,, 12 1 12 �11�3-4" ATO BEAM 09548.AO1 3300.A02 ;. F3 A4.5 A7.12 I I F1 A4.5 I A7.13 03300.601 03300.101 03300. Vol 'NVFIN FL e ♦ : °� , A e -III-III-I I -1 I I �I I I I I -I -II I 11-11.1-1I 1I1J III 11-II- -111-III-I�t="H '71 =1 � +o'� :11111111 -III-1I • .II-III- 1=1 I I i 11-1 I 02300.AO2 I -111 -III -111 -III- � 1-1 11 -III ; I� ' I_I-1 11 -III -1 11-1 I I I I I-1 I I-' ;, 11=1►i-� rF 5 WALL S CTION A4.1 I A4.5 1/2" _ 1'-0" �- 04200.DO5 1 I � AA �l 1 J 03300.1301 03300.AO6 - i rF6 WALL SECTION A7.1 12 DIV 11 EQUIPMENT 11040.AO2 METAL CROSS, EXTERIOR JOHN H. ROGERS, No. 05179 date f 'i 16 JANUARY 2006 ® job, number 2037.04 1 drawn by LEM 1 `i checked by JWB revisions sheet title/contents WALL SECTIONS F 1/2"=1 1-019 drawing number I �d II p I I I i I I i b i i L I i I i I i L i 1 4 I f E--- 3 4 C 03300.AO2 07320.AO1 07320.V10 07320.P10 - 07210.R10 - 05310. A01 0 - 05120.A01 - 09548.A02 - 09548.A03 - 09212.NO4 J 09100.DO3 07210.R20 (3 1/2" , R-15) 08520.AO2 08800.101 rB4 STUCCC JRRO1 )9225.PO1 O )9225103 A - AROUND 09225.P01 � 09225103 07131.V12 K 09212.N04 04200.006 rCF� 09250.AO1 A4.6 I A7.6 _ 119'-4» ^1 09225.PO1 __------- OP OF STUD I 09225/03 07550.A01 I 07131.V12 rB 6 09100.D03 07220.P10 I 07220.P10 07320.AO1 I A4.6 A7.4 07210.R20 07210.R10 D 07210.R10 1'-5„ - (3 1/2", R-15) 07320.P10 fTROP OF BEAM a E p- g 05310.A01 I \ 03300.1302 I 07320.A01 115'-4„ _ I I o� 07320.P10 STOP OF BEAM - - - i 07210.R20 07320.V10 (3 1/2", R-15) 07210.R10 rF 6 A4.6 A7.4 - - - II 07600.U01 05310.A01 112,-�6„ I I 09548.AO3 ! C4 STOP OF BEAM I I A4.1 I A8.7 I A4.6 A7.6 �i F4 ( I I I 09548.A02 09100.003 _ 07210.R22( 09548.A03 (� 09100.D03 I I I I 09250.A01 it F2 1 , A4.6 A7.6 rA 3 08520.AO2 A4.6 I A7.14108800.101F2 i i A4.6 A8.7 I 07600.UO2 rD 3 , I I A4.6 A7.14 II I 03300.1301 03300.101 I ! I 03300.V01 03300. V01 100'-0" . ( 100,-0„ 'qVFIN FL - -TF1=TTI=1I Tff= - I III=III 11 -1 I I-1 I I -I 1=1 I I -1 I I I I I=1 11=LI L 03300.605 1 1Tf=Tf �_- 1T_i= IIf-1Ti= 02300. AO21=1 i► -III d �II� 111111 a .e a .I I_ � III- _ -_- - �- - - - 03300. A06 _I I I i f 1� i ��=ICi--1111 I NK73 WALL SECTION WALL ECTIO,ff A4.2 A4.6 1 /2" = 1'-0" A2.2 A4.6 1/2 1 -0 I A 5 N 09225.PO1 G1 09225. L03 :P03OO A3.A6'� A4.6 STUCCO SURROUND B A6 '- A4.6 I A7.14 I I t` A4. 07550.AO1 07220.P10 07210.R10 05310. AO1 .05210.TO1 09100.DO3 09100.DO3 07210.R20 (3 1/2", R-15) 09100.AO1 08520.AO2 08800.101 e I 03300.601 03300. VO1 100'-0» FIN L i=1LI-Lf-- 03300.805 1111 1LI 111=1--11 � i�` .� 111=LI Ili -1I -L11 111 Tfi- III ITI ILI 11_1 III-ll=T` -III II -fl: 02300.A02Tit ' I n111 03300.AO6 -TIT It1-ER!I -T% 1111-T 11i 111 -11 II ISI -lith F5 WALL SECTION A �. 2 FA4. 6 1/2" 15 09510.A01 09250.A01 07550.AO1 07220.P10 07210.R10 05310.AO1 05210.TO1 07210.R20 (3 1/2", R- 091 OO.DO3 -09100.DO3 09250.AO1 09250.AO1 09100.DO3 03300.B( 03300.V( X100' -C FIN FL X100'-0" _qP_F_1N FL D 7 8 R rA n� <r NOTES: , fs SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO s DRAWING NUMBER G0.1 ROGERS, LOVELOCK FRITZ INC. IW, KEY NOTES: Architecture SMOOTH STUCCO: SURROUND A Engineering Interior Design MATERIAL NOTES: 145 Lincoln Avenue P.O. Box 730 DIV 2 SITEWORK Winter Park. Florida 32790-0730 (407) 847-1039 ^' Telefax (407) 029-9409 02300.A02 BACKFILL MATERIAL C 1` DIV 3 CONCRETE License Number AA C000564 License Number ES 0000®29 , 03300.AO2 CONCRETE BEAM project title a owner's name f 03300.AO6 CONCRETE FOOTING 03300.1301 CONCRETE SLAB CATHOLIC DIOCESE 03300.1302 CONCRETE SLAB ON METAL DECK OF ORLANDO 03300.605 CONCRETE FILL 03300.VO1 VAPOR BARRIER ,r DIV 4 MASONRY 04200.DO6 CMU 12" ALL SOULS DIV 5TALS CATHOLIC COMMUNITY ME 1 CHURCH BUILDING 05120.A01 STEEL BEAM 05210.TO1 STEEL JOIST SANFORD, FLORIDA 05310.AO1 STEEL DECK ' t DIV 7 THERMAL AND MOISTURE PROTECTION r, 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE'`` WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07210.R20 BLANKET INSULATION 07210.R22 SOUND ATTENUATION BATTS 07220.P10 GLASS MAT GYPSUM PROTECTION BOARD 07320.AO1 CLAY ROOFING TILE_ I' 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD 07320.V10 UNDERLAYMENT MEMBRANE 07550.AO1 MODIFIED BITUMEN ROOFING SYSTEM 07600.U01 GUTTER 07600.UO2 DOWNSPOUT DIV 8 DOORS AND WINDOWS C seal/signature l 08520.AO2 ALUMINUM FIXEDWINDOW 08800.101 INSULATING GLASS UNITS DIV 9 FINISHES j i 09100.AO1 SUSPENDED CEILING SYSTEM 09100.003 STEEL STUD 3 5/8 09212.NO4 ACOUSTICAL PLASTER FINISH 09225/03 SELF -FURRING DIAMOND MESH LATH 09225.P01 .STUCCO 09250.AO1 GYPSUM BOARD, REGULAR 5/8" 09510.AO1 ACOUSTICAL CEILING UNITS '600.UO2 09548.AO2 LINEAR WOOD CEILING, CLOSED 09548.AO3 FALSE WOOD BEAM 4" 4 7320.AO1 7600.U01 7600.UO2 19225.PO1 19225.L03 )7131.V12 3 OPH rF6 WALL SECTION 41 VA4.8 1/2" = 1 off JOHN H. ROGERS, No. 05179 date 16 JANUARY 2006 D job number 2037.04 drawn by LEM chocked by JWB revisions E sheet title/contents WALL SECTIONS LI , D 0 ill 05120. AO1 09548.AO2 09548.AO3 04200.KO2 04200.GO2 04200.WO1 04200.DO5 09225.PO1 09225103 07131.V12 03300.801 03300.605 02300.AO2 U / JLU. MU I 07320.V1 0 07220.P10 07210. R1 O [�rl:IiIt�1lo�■ _ �113' - 4 _ _ STOP OF BEAM rB 6 A4.7 I A7.3 SIM 03300.AO2 07600. U 02 09225.PO1 09225103 07131.V12 04200.U10 100' - 0" _-_F�INFL \- 03300.A06 rc_2 WALL SECTION ii�l FIN FL 05120. AO1 05120.60 0 A4.7 03300.BOI 100'-0" FIN L 03300.B05 07320.A01 07320:V10 07220.P10 07210.R10 � 07320.610 04200.D06 09225.P01 �-� 09225103 � �07131.V12 C5 A4.7 A7.7 �'�, 1,19 3 03300.CO4 _ 777 777 �7 jI I F-=- -4 a' 111=1.1.1-111 -1 I l- l l-1 I h -J-1 l 1 ----------------- ---- - - - -----; 1I �I If i T. Z III -1 11-J.�lll� 11-1�1��I[I��1 i�f�Ilf 03300.AO6 ----------------------------------------------------------------------- I rc_4` WALL SECTION A2.0 A4.7 1/2" = 1'-0" rE 2 RAMP SECTION 06200.R01' 06200.R11 03300.11301 E' A4.7 03300., 0 FIN FL MPRAMP 3 LANDING 06200.R10 � I =U1= ll1 ll III -III I I-1. 03300. JO6 03300.1301 03300.V01 02300.A02 ! 03300.605 I � Tf r 03300.AO6 F3 PLATFORM SECTION A4.1 A4.7 1/2 1'-0" 2 3 4 A4.7 I A7.7 X�1-00'-��-0" 1 -TIN FL 4'-6" o un conrrc rB 6 PLATFORM SECTION A8.1 rc_5 STAIR SECTION J4102' -O" FIN FL _1.00'-0"- 'RkJFIN FL .R10 ,, FIN FL E4 RAMP SECTION Q A8.1 A4.7 1 /2" 1'-0" 6'-2" 03300.602 a • . AR FIN FL 04200.D06 05120.E01 `, 04200.DO5 03300.601 4. 100, _ 0„ ° 4 L =111=1 I I a. 111Ir�' I I 1=1 1103300.605 II-II1-1 II-III-III-III-�_03300.voi I -III ' ° „III h i l l l- 02300.AO2 03300.AO6 ' a' K 75 SECTION @ TABERNACLE A4.1 A4.7 1 /2" 1'-0" 5 NOTES: KEY NOTES: Q BEYOND �2 PROFILE OF ALTAR STEPS BEYOND MATERIAL NOTES: DIV 2 SITEWORK 02300.AO2 BACKFILL MATERIAL DIV 3 CONCRETE 03300.AO2 CONCRETE BEAM 03300.AO6 CONCRETE FOOTING 03300.AO8 CONCRETE CURB 03300.1301 CONCRETE SLAB 03300.802 CONCRETE SLAB ON METAL DECK 03300.1305 CONCRETE FILL 03300.CO4 CONCRETE WALK 03300.JO6 EXPANSION JOINT 03300.QO1 CONCRETE STAIR 03300.QO3 CONCRETE RAMP 03300.VO1 VAPOR BARRIER DIV 4 MASONRY CMU 8" 04200.DO5 04200.DO6 CMU 12" 0420O.G02 GROUT SOLID 04200.KO2 KNOCK -OUT BLOCK COURSE 04200.U10 PRECAST CONCRETE SPLASH BLOCK 04200.WO1 REINFORCING STEEL DIV 5 METALS STEEL BEAM 05120.AO1 05120.1303 STEEL TUBE COLUMN 05120.EO1 STEEL ANGLE 05720.RO1 METAL RAILING DIV 6 WOOD AND PLASTICS 06200.MO9 WOOD RAIL 06200.RO1 WOOD HANDRAIL 06200.R10 NEWEL POST 06200.R11 BALUSTER DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07220.P10 GLASS MAT GYPSUM PROTECTION BOARD 07320.AO1 CLAY ROOFING TILE 07320310 GABLE RAKE TILE 07320.V10 UNDERLAYMENT MEMBRANE 07600.U01 GUTTER 0760O.UO2 DOWNSPOUT DIV 9 FINISHES SELF -FURRING DIAMOND MESH LATH 09225103 09225.PO1 STUCCO 09548.AO2 LINEAR WOOD CEILING, CLOSED 09548.AO3 FALSE WOOD BEAM _ 102'-_0" _ ALTAR FIN FL .JO6 .BO1 100'-0'F1 N FL 7 0 1' 2' 4' 6' 1/2" = 11-011 8 1 ti ,2 ROGERS LOVELOCK & FRITZ, NSC. Architecture A Engineering Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 52790-0750 (407) 847-1059 Telefax (407) 629-9409 License Number AA C000584 License Number EB 0000629 project title b owner's name' CATHOLIC DIOCESE OF ORLANDO ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA N1 1 JOHN H. ROGERS, No. 05179 date 16 JANUARY 2006 D lob number 2037.04 drawn by LEM checked by JWB revisions sheet title/contents WALL - SECTIONS G' drawing number ■ sheet 00 of _ II l - - 0 N LIC E A ._.L- 07550.001 07220.P10 F4 07210.R10 ,. I 07.13 07550.AO1 07220.P10 07210.R10 100,-0 3 .. P. 1[ )1 7 A4.8IA7. SIM 03300.A02 09225.PO1 09225/03 07131.V12 Ab �- A4.8 A7.14 SIM I t A4.8IA7, SIM 03300.1305 02300. A02 03300.A06 jkl 19 STOP OF CMU 07550.001 07220.P10 F4 07210.R10 04.8 I 07.13 07550.AO1 07220.P10 07210.R10 100,-0 F 116 f-0 P. I OF BEAM - 03300.805 05310. AO1 05210. T01 , o I - HIM 05310. AO1 05210. T01 02300.AO2 09100.DO3 111 � , -T 07210.R20 I. 03300.AO6 (3.1 /2", R-15) 09100. AO1 09510.A01 3 .. 09250.AO1 08520.AO2 08800.101 03300.601 03300.VO1 100' -0 _ F IN FL I'. �I �1. K7, WALL SECTION 1 2 rF 4 A4.8 A7.16 'R --/TOP CMU 07550.AO1 07220.P10 117'-4"_ _ 07210.R10 OF BEAM 03300.AO2 05310.AO1- 05210.301 09225:P01 09225103 07131.V12 04200.DO5 F3 WALL SECTION 3 09250.AO1 07210.R20 (3 1/2", F 09100.DO3 09100.A01� 09510.A01 F4 04.8 I 07.13 03300.601 03300.VO1 Q 100,-0 F I - 03300.805 111=11- L�II , o I - HIM =_-LF 02300.AO2 III II 111-111=11 I I -I I=111_111=! 111 � , -T I. 03300.AO6 F3 WALL SECTION 3 09250.AO1 07210.R20 (3 1/2", F 09100.DO3 09100.A01� 09510.A01 = A4.8I A7.16 0 OF -8_j/ BEAM �- 03300.AO2 04200.DO5 / A4.8 I A7.16 03300.1301 03300. VO1 --,&l00 - 0" mq-JFIN =1 LIl I I -LI =111= 03300.605 111.1111-111 02300.AO2 111-111= 03300.AO6 rF 5 WALL SECTION 0 4 1'-1" 8" FACE OF MTL CONC 07320.V10 07320.AO1 07320.P10 12 Q 6 T2A A3 07210.R22 - - 05310. AO1 07210.R20 1 ,moo I 129'-6.1/2"106 TOP OF BEAM - 05120. A01 t � � 03300.AO2 09548.AO1 I 04200.DO6 09548.AO3 09225.PO1 09100,D01 09225.L03 (6 10) 0 07210.R20 7131.V12 (3 1/2 It , R-15) 1 04200.DO6 09250.AO1- 116' 8" 9250.AO1- 116'-8"_ TOP OF BES 07210.R20- (3 1/2", R-15) 07550.AO1 07220.P10 07210.R10 F4 G A4.3 A7.2 SIM OPH .I 03300.AO2 05400.DO4 /� 07210.R20 / (5 1/2", R-30) 09100.D01 �09250.A01 �8� K`F2 A4.8 I A7.16 SIM 03300.BO1 ( - 03300. V01 I 100'- 0" e A - FF1NFL-- • i < ILL-LLL-1LL 1.l I .III_ li l -III -I 1 =ll1 111- - j 111=- t 03300.605 -III-i l I p I 1 1=1 I 1=1 I 1=1 III -III � III -III- -I i11111T1 1 jjj 1 III�illli 02300.A02 I I= I 1=1 L1, I I I�I I I�I I I ITi -III- 03300.A06 F6 WALL SECTION fj _6 ! ' � �lIIPU�Jr 1' u" d X,S NOTES: � MATERIAL NOTES: ROGIEnS, LOVELOCK 6E FRITZ,IINC. rX` DIV 2 SITEWORK Architecture s 02300.AO2 BACKFILL MATERIAL A Engineering + Interior Design k DIV 3 CONCRETE I 148 Lincoln Avenue Irl. 1X1 03300.AO2 CONCRETE BEAM P.O. Box 730 03300.AO6 CONCRETE FOOTING Winter Park, Florida 32700-0730 FPPN. 03300.1301 CONCRETE SLAB (407); 947-103e 03300.605 CONCRETE FILL Telefax 1407) 920-9400 03300.V01 VAPOR BARRIER License Number AA C000564 „=c DIV 4 MASONRY License Number EB 0000920 project title & owner's name 04200.DO5 CMU 8" 04200.DO6 CMU 12" " CATHOLIC DIOCESE h,{, DIV 5 METALS OF ORLANDO �I 05120.AO1 STEEL BEAM 05210. TO1 STEEL JOIST 05310.A01 STEEL DECK I 05400.DO4 STEEL STUD 6" ALL SOULS ph DIV 7 THERMAL AND MOISTURE PROTECTION CATHOLIC COMMUNITY 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE CHURCH BUILDING 1't l WATERPROOFING SANFORD, FLORIDA R z° 07210.R10 RIGID BOARD THERMAL INSULATION E4 07210.R20 BLANKET INSULATION 07210.R22 SOUND ATTENUATION BATTS I: 07220.P10 GLASS MAT GYPSUM PROTECTION BOARD I!'i 07320.AO1 CLAY ROOFING TILE ` h' 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD, 07320.V10 UNDERLAYMENT MEMBRANE 07550.AO1 MODIFIED BITUMEN ROOFING SYSTEM "a DIV 8 DOORS AND WINDOWS Y ,Y X,4 08520.AO2 ALUMINUM FIXED WINDOW 08800.101 INSULATING GLASS UNITS ` } DIV 9 FINISHES n1 091OO.AO1 SUSPENDED CEILING SYSTEM 09100.DO1 STEEL STUD 09100.D03 STEEL STUD 3 5/8" C seal/signature ' 09225103 SELF -FURRING DIAMOND MESH_ LATH ; 09225.PO1 STUCCO 4 f. 09250.AO1 GYPSUM BOARD, REGULAR 5/8" 44„ 09510.AO1 ACOUSTICAL CEILING UNITS ;? 09548.AO1 LINEAR WOOD CEILING, OPEN 09548.AO3 FALSE WOOD BEAM ..I, la01 JOHN H. ROGERS, No. 05179,;c =+ date 41, -16 JANUARY 2006 !1 ; IK4 D lob number s, rl 2037.04 drawn by a !r LEM checked by -M` JWB I revisions le X u�1 p,,r 7 a.s i "! t 4 r7; sheet' title/contents WALL SECTIONS a Xi 1' X4 ,,. 1/2„_1,_0„ ,M " drawing number r l; 0 1 2p 4 6 ` 1/2 _ 1► _0 i sheet' 00 of r 0 s I. = A4.8I A7.16 0 OF -8_j/ BEAM �- 03300.AO2 04200.DO5 / A4.8 I A7.16 03300.1301 03300. VO1 --,&l00 - 0" mq-JFIN =1 LIl I I -LI =111= 03300.605 111.1111-111 02300.AO2 111-111= 03300.AO6 rF 5 WALL SECTION 0 4 1'-1" 8" FACE OF MTL CONC 07320.V10 07320.AO1 07320.P10 12 Q 6 T2A A3 07210.R22 - - 05310. AO1 07210.R20 1 ,moo I 129'-6.1/2"106 TOP OF BEAM - 05120. A01 t � � 03300.AO2 09548.AO1 I 04200.DO6 09548.AO3 09225.PO1 09100,D01 09225.L03 (6 10) 0 07210.R20 7131.V12 (3 1/2 It , R-15) 1 04200.DO6 09250.AO1- 116' 8" 9250.AO1- 116'-8"_ TOP OF BES 07210.R20- (3 1/2", R-15) 07550.AO1 07220.P10 07210.R10 F4 G A4.3 A7.2 SIM OPH .I 03300.AO2 05400.DO4 /� 07210.R20 / (5 1/2", R-30) 09100.D01 �09250.A01 �8� K`F2 A4.8 I A7.16 SIM 03300.BO1 ( - 03300. V01 I 100'- 0" e A - FF1NFL-- • i < ILL-LLL-1LL 1.l I .III_ li l -III -I 1 =ll1 111- - j 111=- t 03300.605 -III-i l I p I 1 1=1 I 1=1 I 1=1 III -III � III -III- -I i11111T1 1 jjj 1 III�illli 02300.A02 I I= I 1=1 L1, I I I�I I I�I I I ITi -III- 03300.A06 F6 WALL SECTION fj _6 ! ' � �lIIPU�Jr 1' u" d X,S NOTES: � MATERIAL NOTES: ROGIEnS, LOVELOCK 6E FRITZ,IINC. rX` DIV 2 SITEWORK Architecture s 02300.AO2 BACKFILL MATERIAL A Engineering + Interior Design k DIV 3 CONCRETE I 148 Lincoln Avenue Irl. 1X1 03300.AO2 CONCRETE BEAM P.O. Box 730 03300.AO6 CONCRETE FOOTING Winter Park, Florida 32700-0730 FPPN. 03300.1301 CONCRETE SLAB (407); 947-103e 03300.605 CONCRETE FILL Telefax 1407) 920-9400 03300.V01 VAPOR BARRIER License Number AA C000564 „=c DIV 4 MASONRY License Number EB 0000920 project title & owner's name 04200.DO5 CMU 8" 04200.DO6 CMU 12" " CATHOLIC DIOCESE h,{, DIV 5 METALS OF ORLANDO �I 05120.AO1 STEEL BEAM 05210. TO1 STEEL JOIST 05310.A01 STEEL DECK I 05400.DO4 STEEL STUD 6" ALL SOULS ph DIV 7 THERMAL AND MOISTURE PROTECTION CATHOLIC COMMUNITY 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE CHURCH BUILDING 1't l WATERPROOFING SANFORD, FLORIDA R z° 07210.R10 RIGID BOARD THERMAL INSULATION E4 07210.R20 BLANKET INSULATION 07210.R22 SOUND ATTENUATION BATTS I: 07220.P10 GLASS MAT GYPSUM PROTECTION BOARD I!'i 07320.AO1 CLAY ROOFING TILE ` h' 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD, 07320.V10 UNDERLAYMENT MEMBRANE 07550.AO1 MODIFIED BITUMEN ROOFING SYSTEM "a DIV 8 DOORS AND WINDOWS Y ,Y X,4 08520.AO2 ALUMINUM FIXED WINDOW 08800.101 INSULATING GLASS UNITS ` } DIV 9 FINISHES n1 091OO.AO1 SUSPENDED CEILING SYSTEM 09100.DO1 STEEL STUD 09100.D03 STEEL STUD 3 5/8" C seal/signature ' 09225103 SELF -FURRING DIAMOND MESH_ LATH ; 09225.PO1 STUCCO 4 f. 09250.AO1 GYPSUM BOARD, REGULAR 5/8" 44„ 09510.AO1 ACOUSTICAL CEILING UNITS ;? 09548.AO1 LINEAR WOOD CEILING, OPEN 09548.AO3 FALSE WOOD BEAM ..I, la01 JOHN H. ROGERS, No. 05179,;c =+ date 41, -16 JANUARY 2006 !1 ; IK4 D lob number s, rl 2037.04 drawn by a !r LEM checked by -M` JWB I revisions le X u�1 p,,r 7 a.s i "! t 4 r7; sheet' title/contents WALL SECTIONS a Xi 1' X4 ,,. 1/2„_1,_0„ ,M " drawing number r l; 0 1 2p 4 6 ` 1/2 _ 1► _0 i sheet' 00 of r W 1 E FI Ilihl,I 2 3 4 5 7 8 09250.A1 0721 O.Rd" (3 1/2" $ 09100.D( 09100.A 09510.A 03300.6 03300.V �100'- F� IN F[ rF A4.9 B2 A4.9 I A7.16 D3300.AO2 1I'YX11F.IT11 D7210.R20 ;3 1/2", R-15) D9100.D03 oiP014a�It�� 7 7 7 8" 7 3/8" FACE OF FACE OF MTL STUD MTL STUD I 07320.V10 07320.P10 12 0721. 05310.AO f f Ii 1 129,_6 1 2 TOP OF B AM I C3 A4.3 A7.3 09548. 09548.AO3 _ _ 07210.R20 OPH I (6 , R-21) 09100.DO3 I - 09225.PO1 A6 ! j 1 09225103 A4.3 A7.11 I I I 07131.V12 OPH 05400.DO4 f 07210.R20 f , (6", R-21) f , f I f rC 6 I A4.3 I A7.11 08520.AO2 OPHf , f j C2 w A4.9 I A7.17 09225 P01 I + - - - . _ 1 I TOP OF 09225.L03 STUD 07131.V1 2 07220.P10 I I 07550.A01 07220.P10 07210.R10 I 116' ------ - _- 21 2 07320.AO1 TOP OF BEAM 07320.P10 _ 03300.802 07320.V10 07210.1320 07210.R10 ; I (3 1/2 R-15) I f f If 05310.A01----` f f rC 4 A4.6 A7.6 I OPH 09100. D 03 09250.AO1 ( ; rF2 A7.6 I A8.4 OPH JM1111116.11 ! 03300. VO1 03300.601 f r_ih 100,-0„ 03300.VO1F� IN FL - - - _ -4. � � ���, ..a .. a ' _- - FIN FL 03300.605 02300. AO2 03300.A06 K71WALL SECTION F3 WALL SECTION A4.1 A4.9 1/2" = 1'-0" A2.1 A4.9 1/2" = 1'-0" 121'-1,9 1 2" TO STUD (6• rC 4 A4.9 I A7.17 09212.NO4 f 09250.A01 f f f I I I l 111 f f f A4 ' A4.3 I A8.4 I OPHI 09100.DO3 I 09100.DO1 I 09250.AO1 � � f f , f f i f I - I f rC 6 f f A4.3 I A8.4 I OPH f I , F5 WALL SECTION 07210.R20 (3 1/2", R -15)- 09100.D03 09250.AO1 108'-8"__� NICHE HEAD 09250.KO1 � 09100.D12 -� 7/8" 09250.AO1 � 09250.KO1 09100. DO3 04200.DO5 09250.AO1 03300.J11 03300.1301 03300. V01 I I I I I j j I I �I I I I I I7j jI I I I I I -ISI V I I I -I I I�h�T I I I-111=1 I I -III -I I I_f l I-1T(=� illlll1111 I 111=ll1 03300.1305 -T- r 02300.A02 I I I III -I i�:e rl . I 03300.AO6 K`F6 WALL SECTION 2 3 4 5 7 Yea i 3t t + "; tt NOTES: u� �n4 I � f Ia� �� �t�4r$ f q.} MATERIAL NOTES: ROGERS, LOVELOCK & FRITZ SIC. � 4 ,k DIV 2 SITEWORK `;4 Architecture � E 02300.A02 BACKFILL MATERIAL A Engineering „ Interior Design DIV 3 CONCRETE 145 Lincoln Avenue , l {" 03300.AO2 CONCRETE BEAM P.O. Box 730 ' 03300.A06 CONCRETE FOOTING Winter Park, Florida 82790-0730 1w 03300.1301 CONCRETE SLAB (407) 847-1038 y s 03300.602 CONCRETE SLAB ON METAL DECK. Telefax 1407) 829-9409 u` 03300.1305 CONCRETE FILL 03300. J11 JOINT FILLER License Number AA C000584 03300.V01 VAPOR BARRIER License Number EB 0000829 =�} project title Il, owner's name DIV 4 MASONRY y CATHOLIC DIOCESE,��r' 04200.05 CMU 8„ OF ORLANDO DIV 5 METALS III° 05310.AO1 STEEL DECK 'S 05400.DO4 STEEL STUD 6" DIV 7 THERMAL AND MOISTURE PROTEC 110N ALL SOULS µwt, � CATHOLIC COMMUNITY 4 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE CHURCH BUILDING !` WATERPROOFING 07210.1310 RIGID BOARD THERMAL INSULATION SANFORD, FLORIDA 07210.1320 BLANKET INSULATION r 07210.R22 SOUND ATTENUATION BATTS 07220.P10 GLASS MAT GYPSUM PROTECTION BOARD 07320.AO1 CLAY ROOFING TILE f+'' 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD e 07320.V10 UNDERLAYMENT MEMBRANE 07550.AO1 MODIFIED BITUMEN ROOFING SYSTEM f, DIV 8 DOORS AND WINDOWS ,i 08520.AO2 ALUMINUM FIXED WINDOW Ixa. DIV 9 FINISHES 4i " I 09100.AO1 SUSPENDED CEILING SYSTEM My 09100.DO1 STEEL STUD `1 09100.D03 STEEL STUD 3 5/8" 09100.D12 FURRING CHANNEL, HAT -SHAPED 09212.NO4 ACOUSTICAL PLASTER FINISH seal/signature 09225103 SELF -FURRING DIAMOND MESH LATH Y Fr 09225.PO1 STUCCO fr` 09250.AO1 GYPSUM BOARD, REGULAR 5/8" f 09250.KO1 CORNERBEAD 09510.AO1 ACOUSTICAL CEILING UNITS u 09548.AO2 LINEAR WOOD CEILING, CLOSED 09548.AO3 FALSE WOOD BEAM Y 1� 1 N _ � d ,y JOHN H. ROGERS, No. 05179 �. date 1 �f 16 JANUARY 2006 D job number - 2037.04,_ drawn by F LEM C checked by a JWB revisions I r; 147;! E ,F .J....._�,.m.;._:._...,.�.,.._:.:::.:,.._....,,:::.»..w...........n...«:zw..».w- w , r � ... t. h• fN , .o : : L r ; , 2 3' 5 7 f ars ca NOTES: 137,_4„ o; T'_O WINDOW �� 01 KEY NOTES: 08900.A 12 08900.M10 Q LOUVER IS DECORATIVE- NON FUNCTIONAL ROGRS LOVELOCK & FRITZ SIC. 6 08900.201 08800.0O2 �2 TOP OF LOUVER IS MEASURED OFF MAIN FLOOR DOOR SCHEDULE SLAB ELEVATION 100 UNLESS OTHERWISE NOTED Architecture 0 TOP OF WINDOW HEAD IS MEASURED OFF MAIN FLOOR A Engineering DOOR MAT'L DOOR FRAME FRAME LABEL HDWR DETAILS REMARKS SIGN w SLAB ELEVATION 100'-0", UNLESS OTHERWISE NOTED Interior Design , DOOR SIZE DOOR NO TYPE MAT'L TYPE __ NO -- -TYPE 6'-4" R.O. 6'-0" c R.O. 3 GO1.1 PR 3 -0 x 10'-2" WD E WD 6 101 F3/A7.12 ,�, _ `V ® ADDITIVE BID ITEM145 -- 101 F3 A7.12 --P.O. Lincoln venue GO1.2 PR 3' 0" x 10'-2" WD E WD 6 / ¢ ¢ _ A6 I �5 DOOR GLAZING IS 1 /4" TEMPERED CLEAR GLASS G01.3 PR 3'-0" x 10'-2" WD E WD 6 -- 101 F3/A7.12 -- -- ¢ c� d- Winter Park, Florida 32790-0730 0 o I A6.0 A7.12 G02.1 PR 3'-0" x 7'-0 WD/GLASS F WD 4 -- 1 F1 /A7.12 -- -- C.6 Q SIM (407) 847-1039 ' G02.2 PR 3'-0" x 7'-0" WD GLASS F WD 4 -- 1 F1/A7.12 -- -- �_ T MATERIAL NOTES:. Telefax 1407) ®29-8409 35 G02.3 PR 3'-0" x 7'-0" WD/GLASS F WD 4 1 F1 /A7.12 WINDOW HEA WINDOW HEAD DIV 8 DOORS AND WINDOWS License Number AA C000504 G03 3'-0» x 7'-0 WD B HM 1 -- 2 -- -- BA r. License Number EB 0000829 G04 3'-0" x 7,-0 WD A HM 1 -- 3 -- -- AB A3 08520.AO2 ALUMINUM FIXED WINDOW " - A3 N protect title b owner's name,`: G05 3 -0 x 7 -0 WD A HM 1 - 4 - AC O 08520.CO1 ALUMINUM CASEMENT WINDOW A6.0 A7.13 A6.0 A7.13 ,� �- � » Q G06.1 3 -0 x 7'-0 WD H HM 8 -- 102 C1 /A7.10 SIM -- -- SIM SIM 08520.M11 MULLION CATHOLIC DIOCESE __ � 08520.M14 TRANSOM BAR r GO6.2 3'-0" x 7'-0" WD A HM 1 __ 2 _- -- 08520.AO2 08520.AO2 -- -- -- -- N 1 ¢ OF ORLANDO G07 3 -0 x 7'-2" WD D WD 1 5 08520.M11 08520. 08800.CO2 CLEAR GLASS, TEMPERED I G08 3'-0" x 7'-0" WD A HM 3 -- 5 -- -- BA a 08800:101 Q 08800.101 08800.101 INSULATING GLASS UNITS G09 PR 3'-0" x 7'-0" WD G HM 7 -- 103 C1 /A7.10 -- BA o o o 1 3 -0 x 7 -0 WD A HM 1 -- 2 -- -- CA � 5,_3„ 2,-4, 6,_2» 2,_4„ 5,-3„ G1 ¢ ¢ 08900.AO2 ALUMINUM WINDOWS Y G12 3 -0 x 7 -2 WD D WD 1 -- 5 - -- -- 1W5�3 W6 3 08900.M10 ALUMINUM MULLIONS '- " x 7'-0" WD A HM 1 -- 3 -- -- -- v 21'_4» 08900.201 ALUMINUM FRAMING ALL SOULS G13 3 0 -- 102 F1 A7.11 -- AA d- G1 s 3 4 x 70-2'9 wD c HM 5 / � &(D CATHOLIC COMMUNITY �rti G20 3'-4" x 7'-2" WD C HM 5 -- 102 F1 /A7.11 -- a -_ - - » » CHURCH ''BUILDING G23 3 -4 x 7-2 WD C HM 5 102 F1 /A7.11 - 4 _p 4 -p C, FLORIDA ;'o G24 3'-0 x 7'_2» WD C WD 5 -- 5 -- -- -- o o SANFORD, kr G28 3'-4" x 7'-2" WD C HM 5 -- 102 F1 /A7.11 -- -- ¢ C) __ ¢ ¢ ¢ 109_8„ _ _ �, 2,_8„ G32 3 -0 x 7'-2" WD C WD 5 -- 5 -- - o W I DOW HEAD a o 0 08520.M14 G32.1 3,-p„ x, 7,-0» » WD A WD 3 -_ 6 -- -- -- ¢ � 110,_0„ G33.1 PR 2'-6 x 7'- 0WD A HM 2 -- 8 -- -- -- Q 108'-8 ¢ 107 -8 _ _ WINDOW HEAD - { ��__ ��106'-8" -- 126 0--- - WpOW HEAD _ fir', o WINDOW HEA G33.2 PR 2'-6" x 7'-011 WD A HM 2 -- 8 -- -- W� INDOW HEAD WINDOW HE \Qa w I I G34 3'-0" x 7'-0" WD A HM 1 -- 4 -- - -- o ^D6 °° » i A6.0 A7.10IE 1E LIF] G35 3 -0 x 7 -2 WD H HM 8 -- 104 C1 /A7.10 SIM -- AC ^A3/A �� SIM c'i G37 3'-0" x 7'-0" WD A WD 3 -- 6 -- -- -- A6.0 A7.10 ^A3 00 08520.A02 I,z'- -- 102 Cl A7.10 SIM - -- SIM08520.M11 H H M 5 08520. A02 G37.1 3 0 x 7 2 WD / ,� o A6.0 A7.14 08520.M11 08800.101 G38.1 PR 3 -0 x 7'-0" WD G HM 7 -- 103 Cl./A7.1 0 -- -- 08520.A02 08520.001 SIM r 08520.M11 LU08520.M11 08800.101 G39 3 -0 x, 7'-0" HM A HM 1 45 MIN 7 -- -- CA U ¢ C dT G42 PR 31-011 x 71-01' WD G HM 7 -- 103 C1 /A7.10 -- BA �, 08800.101 0 08800:101 08520.A02 » -- -- -- -- Q ¢ ,-pn G43 3 -0 x 71-01P WD A HM 1 4 5 08520M11 Q G44 PR 2'-6" x 7'-0" WD A HM 2 -- 8 -- -- AC �- 0 08800.101 0 Q O W1 3 W2 3 a W3 3 W4 3 �a 9(D ¢ 0 4 -0 o seal/signature 0 8,_p» a ¢ W8 3 X�1...08'=8,_' S,_3»K`c4 WINDOW TYPES �NIOHE HEAD 5,-p„ A2.0 A2.1 A6.0 1 /4"=1'-0" A3.1 A3.21M1 FIN OPNG ,> �y �_12�_0����� -2 8,, Irt I ��O FIFIN 0 NG a 00 CO \ s N O Z ® I 113 Ll �, 30C 13C) 0 WG1 WOOD GRILLE El ® I °° E3 ® Iy JOHN H. ROGERS, No. 05179 1. date o, NICHE ELEVATIONrD3 WOOD GRILLE11=11-011 11=11-019 H 16 JANUARY 2006 A2.0 A6.0 1/4A2.0 A6.0 1/4F 6„6„ G 00 D Job number 2037.04 O (V 5'-8" 6,-8„ Cy o drawn by CV N I LEM +� » � checked by 0 3 _p . < . . . C) C6 I JWB 1114, 8» - - �110�, _ 4„ _ ,A 14, _ 8„ - q B O C D E revisions TO LOUVER ATO LOUVER TTO LOUVER 00'' ^F5 � ^F5 M A6.0 A7.15 in A6.0 A7.15 A6.0 A7.15 rD4*`�DOOR TYPES LO Q L3 ¢ "' `` o CD a L2 a ¢ o co 2 E E E1 LOUVER TYPES A2.0 A6.0 1 /4»_1,-p» ADDmvE aD A3.1 A3.2 r C 1 0 1 1 1 1 N 1 n DOOR DOOR DOOR DOOR 2„ DOOR 2., - 1 > 3'-0" 1 2" SIZE 2" 2° SIZE 2'j SIZE 2" 2" SIZE062„ SIZE o o � N 1 0 1 00 �- CN 1 150, _ 6„ - - - ' `�' `� N N sheet title/contents 1 TTO LOUVER 1 �� 1 1 � 1LU ' N N N N N des N N N D 1 4'-p" _ _ 01 DOOR - SCHEDULE 1 1 v, u, cn N N N N 1 1 o 0 0 o ;� o A6.0 A7.10 o A6.0 A7.10 1 o _ O O SIM o DOOR, WINDOW, 0 0 0 o �b 0 LOUVER 1 LOUVER & FRAME 1 o F4 1 1 A6.0 A7.6 i TYPES SIM 1 1 2 3 4 5 6 7 8 1 D 1 SCALE: 1/4f1=11-0'# 1rFZ�FRAME,, TYPESCn o 2 4 $ ,2 drawing cumber L16 122 A6.0 A6.0 1/4"=1'-0 1 of 11-011 1 � ' 'rF2LOUVER TYPES 114-011 A3.1 A3.2 rshe' et Op of 3 4 5 7 A M, E w J --d III I 1i ---- - -- - ----- LT" 1- L- 2 4 5 7 8 NOTES: SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER G0.1 oz PARAPET A3.11 A7.0 1/2 if -011 A3.2 A3.3 iATION DETAIL ARAPET ELEVATION DETAIL A3.3 1 2 4 3 to F7ARCHITECTS A3.11 A7.0 1/2 if -011 A3.2 L TRIM DETAIL N .0 $1 OF WALL KHS chocked by JWB revisions sheet title/contents PARAPET ELEVATION DETAILS A M, D A A _ no 9 " no n" K'_D�1ARCHITECTURAL CASTING DETAIL A7.11 nz, , i/r = ,.-o. A /' F, '\wRCMiTECTURAL TRIM DETAIL 1 2 LO ARCHITECTURAL CAS' nzi nz, , yr = N [V IE G ELEVATION DET, 3" N N rARCHTECTURAL TRIM DETAIL niz A7.1 i ,/z� = f -a' P. 1 C d - d r a c rBq PARAPET ELEVATION DETAIL A3.11 4" C r 4� 8.. rm EXTERIOR CROSS DETAIL AoomvE eo A3.2 A3. 11040.A02 ALL SOULS � CATHOLIC COMMUNITY CHURCH= - BUILDING SANFORD, FLORIDA C seal/signature >1 4" 1 4' a 1 1 `\ ^ 1 �_K, 1 No. 05179 date 1 1 2006 D Job number 2037.04 1 1 KHS � checked by 1 revislons 1 _ 1 1 � 1 1 1 1 1 1 1 1 1 1 1 _.... _............... _ .... 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4" 4" 1 1 1 1 1 1 i 1 1 1 � 1 1 a 1 1 � 1 1 � i 1 ¢ 1 1 rF 6 ARCHITECTURALTRIM DETAIL.; 1 1 A3.3 I A7.1 1 1/2" = 1'-0" 1 1 I 1 (� 7 ALL SOULS � CATHOLIC COMMUNITY CHURCH= - BUILDING SANFORD, FLORIDA C seal/signature `\ ^ �_K, JOHN JOHN H. ROGERS, No. 05179 date 16 JANUARY 2006 D Job number 2037.04 drawn by KHS checked by JWB revislons sheet title/contents EXTERIOR DETAILS 0 2„ 6„ 12" 24" %�� SCALE: AS NOTED 1 1/2" = 11-011 drawing number 0 1' 2' 4' 6' A7011/211 _ 1, _ 0» sheet 00 of ---------- --- ------- 07600.1701 ----07600.1701CD - 06100.C12 i �� I�• } 09225.K03 ! ; 3 09225.PO1 09225/03 07131.V12 ..; . 04200.D05 B C D E 0 04200.DO5 09225.PO1 09225/03 07131.V12 05120.F24 03300.A02 05120.E18 1 a, PARAPET DETAIL A4.31 A7.2 3 it -011 ._.._SLS 1,Alid - 4 5 n_770n Din / 7 1 07600.F02 05120. T04 07131.V12 07600.1`01 07600.EO2 04200.K02 04200.G02 04200.W0 09225.P01 09225103 07131.V12 09225.K03 07600.Yt 1 07612.01 07600.H02 07600.1`02 07550.HO4 rF, ROOF DETAIL %> ).H04 ).S01 ).P10 ).AO1 ).R10 ).A02 ).Q02 ).K11 ). EO1 ).001 IatI111 .R20 i", R-15) ). AO1 r rh " a 91 04200.DO6 09225.PO1 09225. L03 07131.V1 2 09225.KO3 07600.Y11 07612.QO1 07600. H 02 07600.FO2 07550.H04 07550.SO1 07320.P10 07550.AO1 07210.R10 05310. A 02 07920.QO2 09250.K11 09100.001 0 07210.R20 (3 1/2 91) 09250.AO1 rB 4 ROOF EDGE DETAIL aa.alnzz i' _ i' -o' 03300.AO2 05120. EO6 05120.E18 07320.G2 05310.A0'i 07840. CO1 09225.P( 0922511 07131.V1 03300.A( (5 7 !\'77 nA M.1 A a6 ROOF DETAIL 91 01 24 X02 1 i NOTES: ,f SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER GO.1 ROC,�iS, LOVEL�CK 8k FRITZ, NSC. s^ KEY NOTES: Q 3/8" CONTINUOUS DRIP REVEAL Architecture A Engineering �2 RUNNER SET IN 2 BEADS OF ELASTIC SEALANT G� Interior Design �3 CONTINUOUS 3/8" SCORED "V -REVEAL" IN STUCCO;i 146 Lincoln Avenue, P.O. Box 730 Winter Park, Florida 32790-0750' (407) 847-1030 MATERIAL NOTES: Telefax (407) 829-9409 DIV 3 CONCRETE License Number AA C000564 License Number EB 0000829 03300.AO2 CONCRETE BEAM project title a owner's name jkk (; DIV 4 MASONRY CATHOLIC DIOCESE' I 04200. D05 CMU 8 OF ORLANDO 04200.DO6 CMU 12" 04200.GO2 GROUT SOLID ; 04200.KO2 KNOCK -OUT BLOCK CO RSE 04200.WO1 REINFORCING STEEL DIV 5 METALS ALL SOULS CATHOLIC COMMUNITY 05120.AO2 STEEL WIDE FLANGE BEAM 05120.EO6 STEEL PLATE CHURCH BUILDING 05120.E07 STEEL PLATE, BENT SANFORD, FLORIDA' 05120.E18 EMBED PLATE 05120.1`24 WELDED SHEAR STUD CONNECTOR 05120.TO4 STEEL EXPANSION BOLT �f 05310.A02 STEEL FORM DECK 05500.EO1 CONTINUOUS STEEL ANGLE DIV 6 WOOD AND PLAS11CS 06100.C12 CONTINUOUS P.T. WOOD BLOCKING DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07210.R20 BLANKET INSULATION 07320.AO1 CLAY ROOFING TILE 07320.G25 FOAM ADHESIVE 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD seal/signature" 07320.V10 UNDERLAYMENT MEMBRANE 07550.AO1 MODIFIED BITUMEN ROOFING SYSTEM 07550.HO4 MODIFIED BITUMEN WALL FLASHING ,r 07550.SO1 CANT 07600.EO2 CONTINUOUS CLEAT 07600.1`01 FASTENER 07600.1`02 FASTENER WITH NEOPRENE WASHER 07600.HO2 COUNTERFLASHING 7 .' 07600.H13 EAVE FLASHING.9 07600.MO4 METAL COPING CAP .as 07600.MO6 DRIP EDGE 07600.U01 GUTTER 07600.Y11 SOFT METAL WEDGE 07612.QO1 JOINT SEALANT ti 1� 07840.CO1 FIRE SAFING 07920.QO2 BACKSTOP AND SEALANT JOHN H. ROGERS, No. 05179 DIV, 9 FINISHES date h' 09100 CO1 STEEL STUD RUNNER TRACK 16 JANUARY 2 09100.D01 STEEL STUD D lob number 091OO.D03 STEEL STUD 3 5/8 p. 09225.KO3 CASING BEAD ?m7 n4 ' 11040.A02 09225/03 SELF -FURRING DIAMOND MESH LATH I' 09225.PO1 STUCCO drawn by 09250.AO1 GYPSUM BOARD, REGULAR 5/8" K H S 09250.K11 METAL END CAP 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM checked by SHEATHING J WB' DIV 11 EQUIPMENT revisions 11040.E05 11040.AO2 METAL CROSS, EXTERIOR I 11040.EO5 ALUMINUM STRAP 11040.F10 STAINLESS STEEL THREADED FASTENER f. 09225.P01 09225/03 07131.V1 2 11040:EO5 11040.1`10 A 06101 0760 0760 rb e C DO C E f f a !, g y LI L l�„I III 1 2 3 4 5 ?5 rc_3 PARAPET DETAIL 3 aof = r-oll 091 OO.DO3 (06,1) 0. D 01 07210.R20 (6", R-19) 09212.NO4 05120.E07 A M 07600..M04 - 07600.EO2 - 07600.FO1 - 06100. C12 - 09225.KO3 09225.PO1 09225/03 07131.V12 06100.0 076003 07600.1 7 8 Qav r NOTES: R9 mzr)n oin 07600.FO1 06120%j.T04 -------------- --- - �� �► 07131.V12 07600.F02 V - 07 .E02 '.) 04200.K02 04200.G02 71 0420.WO1 09225.P01 09225/03 . V12 09225.K03 07600.Yl l 07612.Q01 07600.H02 05120.E01 07600.1`02 04200.D05 I .H04 .S01 05120. A01 1 07550.AO1 1 a 05120.E01 07320.P10 a 07210.R10 09250.A01 a 05310. A01 zia rihl 1 3'-6» ° a 05120.E01 TOP OF BEAM. a 05210.T01 a 07210.R20 09100.D03 03300.A02 d (3 1/2", R-15) 05120.E01 4 09100.D03 09250.A01 rB�6 ROOF EDGE DETAIL A43 I A73 3'=1'-0' 09225.PO1 09225/03 07131.V12 09225.KO3 07600.Y11 07612.QO1 07600.1-102 07600.1`02 07550.1`104 07550.S01 07550.AO1 07320.P10 07210. R10 05310. AO1 05120. EO1 05210. T01 07210.132( (3 1/2 09250.A0' 09100.D0:, V JI I-v.LFz ROOF DETAILKT4PARAPET DETAIL F6 PARAPET DETAIL A4.3 A7.3 3" = 1'-0" A4.4 A7.3 3" = 1'-0"' A4.4 A7.3 3" = 1'-0" SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER GO.1 4 ROGERS, LOVELOCK S FRIT7. SIC. KEY NOTES:: �1 3/8 CONTINUOUS DRIP REVEAL Architecture f �2 A Engineering CONTINUOUS 3/8" SCORED "V -REVEAL" IN STUCCO InteriorDesign MATERIAL NOTES: 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0750 DIV 3 CONCRETE P (407) 847-1059 03300.A02 CONCRETE BEAM Telefax (407) ®29-94oe DIV 4 MASONRY License Number AA C000664 yz License Number EB 0000629 I F 04200.D05 CMU $" project title & owner's nameG 04200.G02 GROUT SOLID 04200.K02 KNOCK -OUT BLOCK COURSE CATHOLIC DIOCESE e 04200.W01 REINFORCING STEEL OF ORLANDO DIV 5 METALS -15) 05120.A01 STEEL BEAM 05120.E01 STEEL ANGLE 05120.EO6 STEEL PLATE ;. 05120.E07 STEEL PLATE, BENTALL SOULS 05120.TO4 STEEL EXPANSION BOLT CATHOLIC COMMUNITY � 05210.E07 EMBED PLATE CHURCH -BUILDING 05210.T01 STEEL JOIST'' IY 05310.AO1 STEEL DECK SANFORD, FLORIDA �l M DIV 6 WOOD AND PLASTICS r� 06100.C12 CONTINUOUS P.T. WOOD BLOCKING DIV 7 THERMAL AND MOISTURE PROTEC110N 07131.V12 COMPOSITE, SELF. -ADHERING SHEET 'MEMBRANE (, WATERPROOFING 0 7210.R10 RIGID BOARD THERMAL INSULATION J 07210.R20 BLANKET INSULATION 07320.A01 CLAY ROOFING TILE 07320.G25 FOAM ADHESIVE 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD 07320.V10 UNDERLAYMENT MEMBRANE 07550.A01 MODIFIED BITUMEN ROOFING SYSTEM 07550.H04 MODIFIED BITUMEN WALL FLASHING : 07550.501 CANT 07600.E02 CONTINUOUS CLEAT seal/signature 07600.1`01 FASTENER �y 07600.FO2 FASTENER WITH NEOPRENE WASHER 07600.1-101 METAL FLASHING 07600.1-102 COUNTERFLASHING 07600.H13 EAVE FLASHING 07600.M04 METAL COPING CAP 07600.M06 DRIP EDGE 07600.001 GUTTER 4 07600.002 DOWNSPOUT (� 07600.Yll SOFT METAL WEDGE 07612.QO1 JOINT SEALANT DIX DIV 9 FINISHES 1 09100.D01 STEEL STUD 09100.D03 STEEL STUD 3 5/8 JOHN H. ROGERS, No. 05179 h 09212.NO4 ACOUSTICAL PLASTER FINISH 09225.K03 CASING BEAD date 09225/03 SELF -FURRING DIAMOND MESH LATH 6 JANUARY 2 09.225.P01 STUCCO 09250.A01 GYPSUM BOARD, REGULAR 5/8" D lob number` 09250.P13 .GLASS MAT COVERED OR REINFORCED GYPSUM - I SHEATHING 2037.04 09548.A02 LINEAR WOOD CEILING, CLOSED drawn by �e K H.S checked by JWB ' 4 revisions 04200.DO5 03300.AO2 05120.E01 7 M 06100.0 07600.E A 07600.E ------ ---- n-770n DI -J-1-11, !I ULA,P b I d11,11111h kLl LM a: ROOF EDGE DETAIL to = it -off A4.4 A7.4 3 09225.PO1 09225103 07131.V1 2 03300.AO2 09225.P01 09225103 07131.V12 04200.DO5 [0*4 1% &11 20T., 03300.805 - 02300.AO2 TS SLOPE 1/20'/FT --- rn**� PARAPET DETAIL 07210.R20 (3 1/2", R-15) 09100.DO3 09250.AO1 09100.col 09250.K11 07920.QO2 03300.1301 /-ikloo'-o" FIN FLOOR I I"-- 03300.J11 03300. V01 04200.DO6 07210.R20 (3 1/2", R 09100.DO3 09250.AO1 03300.AO2 09225.PO1 09225103 07131.V12 03300.AO2 05120.El 8 05120124 5 ROOF DETAIL of if -011 A4.4 A7.4 3 07550 07550 07320 07550 07210 0531( 0521, 0721C (3 1/ 0910C 0925 .11%vl rB2ROOF DETAIL to if A4.41 A7.4 3 -on 3 1 12 12 5 0 V/JLV.I IV FOUNDATION DETAIL K74 ROOF DETAIL A4.31 A7.4 3" 1'-0" A4.61 A7.4 3" V-10" 2 3 4 )3 2 )5 ,M 4 02 0C 7 rB6ROOF DETAIL Is if _011 A4.41 A7.4 3 NOTES: SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER GOA KEY NOTES: 01 3/8" CONTINUOUS DRIP REVEAL RUNNER SET IN 2 BEADS OF ELASTIC SEALANT MATERIAL NOTES: DIV 2 SITEWORK -15) 02300.A02 BACKFILL MATERIAL DIV 3 CONCRETE 03300.A02 CONCRETE BEAM 03300.1301 CONCRETE SLAB 03300.1305 CONCRETE FILL 03300.J11 JOINT FILLER aM 03300.VO1 VAPOR BARRIER DIV 4 MASONRY 04200.DO5 CMU 8 04200.D06 CMU 12" DIV 5 METALS 05120.AO1 STEEL BEAM 05120101 STEEL ANGLE 05120.E06 STEEL PLATE 05120.E07 STEEL PLATE, BENT 05120.E18 EMBED PLATE 05120.F24 WELDED SHEAR STUD CONNECTOR 05210.TO1 STEEL JOIST 05310.AO1 STEEL DECK 05500.EO1 CONTINUOUS STEEL ANGLE DIV 6 WOOD 06100.C12 AND PLASTICS CONTINUOUS P.T. WOOD BLOCKING DIV 7 THERMAL 07131.V12 AND MOISTURE PROTEC11ON COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07210.R20 BLANKET INSULATION 07320.AO1 CLAY ROOFING TILE 07320.1325 FOAM ADHESIVE 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD 07320.V10 UNDERLAYMENT MEMBRANE 07550.AO1 MODIFIED BITUMEN ROOFING SYSTEM 07550.HO4 MODIFIED BITUMEN WALL FLASHING 07550 SO1 CANT RNM� ROGERS, LOVELOCK & FRITZ, WC. Architecture AEngineering Interior Design 145 Lincoln Avenue P.O. Box 730 A Winter Park, Florida 32700-0730 (407) 847-1039 Telsfax (407) 629-9409 License Number AA 0000584 kr License Number EB 0000029 project title & owner's name CATHOLIC DIOCESE iry OF ORLANDO ALL SOULS B CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA ri fl ,i s�Y tn 07600.EO2 CONTINUOUS CLEAT 07600.HO1 METAL FLASHING 07600.HO2 COUNTERFLASHING %9 rvt 07600.H13 EAVE FLASHING 07600.MO6 DRIP EDGE 07600.UO1 GUTTER sk 07600.UO2 DOWNSPOUT 07600.Y11 SOFT METAL WEDGE 07612.QO1 JOINT SEALANT 07920.QO2 BACKSTOP AND SEALANT JOHN H. ROGERS, No. 05179 DIV 9 FINISHES date 9.04 091 OO.001 STEEL STUD RUNNER TRACK 16 JANUARY 2006 09100.D01 STEEL STUD D job number 09100.D,03- _STEEL STUD 3 5/8 09100.D04 STEEL STUD 6 2037.04 09212.NO4 ACOUSTICAL PLASTER FINISH drawn by 09225.KO3 CASING BEAD 09225.KO4 PLASTERING BEAD K H S 09225103 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO chocked by 09250.AO1 GYPSUM BOARD, REGULAR 5/8 09250.K11 METAL END CAP JWB 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM�a� revisions SHEATHING 09548.AO2 LINEAR WOOD CEILING, CLOSED 5 A to] F.1101 ?1O.R20 1/2", R-15) OO.DO3 E ?50.AO1 20. E01 R 20.E18 20107 sheet title/contents K� PARAPET DETAILS, ROOFDETAILS, 09548.A02 FOUNDATION 20124 DETAIL 300.AO2 F ff Sp -o 100.D04 drawing number u/210.R20 0 its 2`9 6 12 (3 1/2", R-15) F6 ROOF R (0-F OOF DETAIL 11 04.61 07.4 3 if -C 3' sheet 00 of 0 C D A i 1 II UIQ I ��� Y I r 03491.A01 ■ ■ MATERIAL �I - ■ 5 t i ■ ■ 04200.D06 ■ 9 j ■ 03491.A01 ■ ■ MATERIAL j 07210.R10 ■ 03300.A02 (TAPERED) ■ ■ ■ 09225.P01 CMU 12" ■ 07550.A01 ■ :. ■ 07320.P10 STEEL ANGLE ■ ■ SLOPE1 2„ PER FT S 07131.V12 05210.T01 ■ 06100.C12 05310.A01 WOOD STEEL DECK DIV 6 06100.C12 ■ 07600.H01 Y77/77 ■ WATERPROOFING 07600.H02 ■ ■ 07550.H04 ■ CLAY ROOFING TILE 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD ,i MODIFIED BITUMEN ROOFING SYSTEM ■ MODIFIED BITUMEN WALL FLASHING 07550.S01 CANT i i ■i ■ 07600102 FASTENER WITH NEOPRENE WASHER 07600.H01 07550.S01 i COUNTERFLASHING ■ F� 07612.QO1 JOINT SEALANT 07920.Q02 DIV 9 FINISHES BACKSTOP AND SEALANT 09100.DO1 STEEL STUD 09100.D03 ■VKISA 09225.K03 CASING BEAD 09225.KO4 PLASTERING BEAD 09225103 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM SHEATHING 09100.D01 ■ _ 07920.Q02 09225.K04 ■ (6) ■ ■ 09100.D03 ��.=�`�-__�_;.. 05310.A01 ■ ;1.: 07210.R20 ■ 07210.R10 �` 1/2 ■ 07'210.R20 ; (3 (3 1/2 ■ 09100.D03 I� :. 05120.E01 ■ I :: ■ 07550.A01 ■ 09250.P13 �; :: ■ ■ 07320.P10 ■ • ' � rte,' •• ■ ■ 06100.C12 jl 06100.C12 05120.A01 ■ 05120.E01 ■ ■ 09225.P01 i l' ■ ■ 09225103 `' 07210.1320 ■ ■ 07131.V12 (3 1/2 R-15) ■ ■ 09100.D01 ■ a2 ROOF DETAIL \ ADDITIVE BD ITEM r � � `■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■ ■■■■■■■■■■■■■■■'■■■■■■■'il■.■mmol rF"2` ROOF DETAIL A4.3A A7.4 3" = 1'-0" 09100.DO3 07210.R20 (3 1/2", R 05310.AO1 05210. TO1 05120.E01 05120.1`24 03300.A02 7 r6 ROOF DETAIL 09225. 09225. 07131. 09225.1 07600. 07612. 07600.1 07131.' 07600. 07320., 07210.1 07320. 0531 C 0512( 0910G.Uv (6 619) Q K F6 ROOF DETAIL M 09100.DO3 07210.R20 (3 1/2 11) 04200.DO6. 4 5 7 8 NOTES: SHEET NOTES: 9 ARHITECTURAL ABBREVIATIONS REFER ■ KEY NOTES: ■ CONTINUOUS DRIP REVEAL MATERIAL NOTES: DIV 3 CONCRETE ■ 03300.A02 L ■ ■ DIV 4 MASONRY 09225.P01 CMU 12" ■ ■ STEEL BEAM 09225103 STEEL ANGLE ■ ■ 05120.F24 07131.V12 05210.T01 ■ 05310.A01 WOOD STEEL DECK DIV 6 06100.C12 ■ 07600.H01 ■ ■ WATERPROOFING 07600.H02 ■ ■ 07550.H04 ■ CLAY ROOFING TILE 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD 07550.A01 MODIFIED BITUMEN ROOFING SYSTEM 07550.1-104 MODIFIED BITUMEN WALL FLASHING 07550.S01 CANT 07600.E02 CONTINUOUS CLEAT 07600.1`02 FASTENER WITH NEOPRENE WASHER 07600.H01 07550.S01 07600.H02 COUNTERFLASHING 07600.Y11 F� 07612.QO1 JOINT SEALANT 07920.Q02 DIV 9 FINISHES BACKSTOP AND SEALANT 09100.DO1 STEEL STUD 09100.D03 STEEL STUD 3 5/8" 09225.K03 CASING BEAD 09225.KO4 PLASTERING BEAD 09225103 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM SHEATHING 09100.D01 ■ (6) ■ 07210.R10 07'210.R20 ; (TAPERED) (3 1/2 ■ ■ ■ 07550.A01 ■ 07320.P10 ■ 06100.C12 jl 06100.C12 ■ 05120.A01 j ■ II ■ ■ 07600.E02 ■ 07600.H01 ■ 07920.Q02 � : _ _ _ ■ ■ n 09225.K04 �� _ ■ ■ _ 05310.A01 ■ ■ 09100.D03 �� .. , .• .. ,.r..... L =____=_ a 05120.E01 ■ ■ : ■ ■ ,� ::. 4 05120.E18 ■ 05120.F24 ■ I 05120. E01 ■ .. ■00 ii, 4 ■ ■ 09100.D01091 ' ■ OO.D03 ■ :� 4 07210.R20 ■ (3 1/2") � 4 ■ 1 i :` 4 09100.D03 ■ ■ 09100.D03 :: �; ■ ■ 09250.P13 03300.A02 ■ �, ■ 04200.D06 ■ ■ j j 09225.P01 ■ 09225103 ■ ■ 07131.V12 ■ `■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■ ■■■■■■■■■■■■■■■'■■■■■■■'il■.■mmol rF"2` ROOF DETAIL A4.3A A7.4 3" = 1'-0" 09100.DO3 07210.R20 (3 1/2", R 05310.AO1 05210. TO1 05120.E01 05120.1`24 03300.A02 7 r6 ROOF DETAIL 09225. 09225. 07131. 09225.1 07600. 07612. 07600.1 07131.' 07600. 07320., 07210.1 07320. 0531 C 0512( 0910G.Uv (6 619) Q K F6 ROOF DETAIL M 09100.DO3 07210.R20 (3 1/2 11) 04200.DO6. 4 5 7 8 NOTES: SHEET NOTES: 1. FOR ARHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER GO.1 KEY NOTES: Q 3/8" CONTINUOUS DRIP REVEAL MATERIAL NOTES: DIV 3 CONCRETE 03300.A02 CONCRETE BEAM 03491.AO1 GFRC WALL PANEL DIV 4 MASONRY 04200.D06 CMU 12" DIV 5 METALS 05120.A01 STEEL BEAM 05120/01 STEEL ANGLE 05120.E18 EMBED PLATE 05120.F24 WELDED SHEAR STUD CONNECTOR 05210.T01 STEEL JOIST 05310.A01 WOOD STEEL DECK DIV 6 06100.C12 AND PLASTIES CONTINUOUS P.T. WOOD BLOCKING AND DIV 7 THERMAL 07131.V12 MOISTURE PROTECTION COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07210.1320 BLANKET INSULATION 07320.A01 CLAY ROOFING TILE 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD 07550.A01 MODIFIED BITUMEN ROOFING SYSTEM 07550.1-104 MODIFIED BITUMEN WALL FLASHING 07550.S01 CANT 07600.E02 CONTINUOUS CLEAT 07600.1`02 FASTENER WITH NEOPRENE WASHER 07600.H01 METAL FLASHING 07600.H02 COUNTERFLASHING 07600.Y11 SOFT METAL WEDGE 07612.QO1 JOINT SEALANT 07920.Q02 DIV 9 FINISHES BACKSTOP AND SEALANT 09100.DO1 STEEL STUD 09100.D03 STEEL STUD 3 5/8" 09225.K03 CASING BEAD 09225.KO4 PLASTERING BEAD 09225103 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM SHEATHING shoot title/contents PARAPET DETAILS, ROOF DETAILS U N E 0 I II , I I ' 2 CONTINUOUS 3/8" SCORED "V -REVEAL" IN STUCCO A4.6 A7.6 3" = 1'-0" MATERIAL NOTES: U N E 0 III a 3 4 5 7 8 V/f-IV.R/-U (6" R-19) rc_2� PARAPET DETAIL A4.6 A7.6 3" 1'-0" 09100.DO1 (6") 09100.001 (6 611) 09100 r COLUMN DETAIL 1 2 07210.R; (6", R-1 09100.1) (6") 07320. V10 07320.P10 07210.R10 I I I rc -4 ROOF DETAIL i h u 2 CONTINUOUS 3/8" SCORED "V -REVEAL" IN STUCCO III a 3 4 5 7 8 V/f-IV.R/-U (6" R-19) rc_2� PARAPET DETAIL A4.6 A7.6 3" 1'-0" 09100.DO1 (6") 09100.001 (6 611) 09100 r COLUMN DETAIL 1 2 07210.R; (6", R-1 09100.1) (6") 07320. V10 07320.P10 07210.R10 BID NOTES: SHEET NOTES: 1. FOR ARHITECTURAL ABBREVIATIONS REFER rc -4 ROOF DETAIL KEY NOTES: CONTINUOUS 3/8" SCORED "V -REVEAL" IN STUCCO A4.6 A7.6 3" = 1'-0" MATERIAL NOTES: DIV 3 CONCRETE 03300.602 ADDITIVE DIV 4 MASONRY 04200.DO5 CMU 8" ITEM 05120.A01 STEEL BEAM 05120.E01 ■ 05120.TO4 09225.P01 05310.AO1 ■ 05400.D04 09225. L03■ 09225.P01 ■ ■ ■ 06100.C12 07131.V12 10900.A21 06200.MO2 09225.L03 ■ ■ AND MOISTURE PROTECTION •L L, COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07210.R20 BLANKET INSULATION 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD 07131.V12 ■ UNDERLAYMENT MEMBRANE 04200.D05 MODIFIED BITUMEN ROOFING SYSTEM i 3 1/4 1" 07550.SO1 04200.D05 07600.E02 CONTINUOUS CLEAT 07600.1`01 FASTENER 07600.1`02 07920.QO2 04200.D05 07600.1-101 i} 07600.1-102 ' ■ ■ METAL COPING CAP 07920.Q02 li. DIV 9 FINISHES 09100.001 STEEL STUD RUNNER TRACK d' STEEL STUD 09100.D03 STEEL STUD 3 5/8" 09225.KO3 CASING BEAD 09225/03 SELF -FURRING DIAMOND MESH LATH 'i 3 1/4" ■ GYPSUM BOARD, REGULAR 5/8" 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM :I SHEATHING if JWB revisions I ■ ;.. f ao C14 I14 00 ■ I�'' II . :.4�. N 07920.QO2 ■ 2 f�: 2 10900.A21 ■ ■ 07920.QO2 3 1 /4" 1" 09225.PO1 09225.L03 ■ ■ 10900.A21 07131.V12 ■ ■ ■ 2 3/4" 1. 1,. ■ ■ ■ ■ 'rFZ�1`6 ■STUCCO DETAILSTUCCO DETAIL STUCCO DETAIL ' A4.6 A7.6 3" = 1'-0" A4.6 A7.6 3" _ 1'-0" A4.6 A7.6 3" = 1'-0" ' 1400 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MEMO ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ No 4 7 BID NOTES: SHEET NOTES: 1. FOR ARHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER G0.1 KEY NOTES: CONTINUOUS 3/8" SCORED "V -REVEAL" IN STUCCO ( CONTINUOUS 3/8" DRIP REVEAL IN STUCCO MATERIAL NOTES: DIV 3 CONCRETE 03300.602 CONCRETE SLAB ON METAL DECK DIV 4 MASONRY 04200.DO5 CMU 8" DIV 5 METALS 05120.A01 STEEL BEAM 05120.E01 STEEL ANGLE 05120.TO4 STEEL EXPANSION BOLT 05310.AO1 STEEL DECK - 05400.D04 STEEL STUD 6" DIV 6 WOOD AND PLASTICS 06100.C12 CONTINUOUS P.T. WOOD BLOCKING 06200.MO2 FINISH TRIM DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07210.R20 BLANKET INSULATION 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD 07320.V10 UNDERLAYMENT MEMBRANE 07550.A01 MODIFIED BITUMEN ROOFING SYSTEM 07550.1-104 MODIFIED BITUMEN WALL FLASHING 07550.SO1 CANT 07600.E02 CONTINUOUS CLEAT 07600.1`01 FASTENER 07600.1`02 FASTENER WITH NEOPRENE WASHER 07600.1-101 METAL FLASHING 07600.1-102 COUNTERFLASHING 07600.MO4 METAL COPING CAP 07920.Q02 BACKSTOP AND SEALANT DIV 9 FINISHES 09100.001 STEEL STUD RUNNER TRACK 09100.1)01 STEEL STUD 09100.D03 STEEL STUD 3 5/8" 09225.KO3 CASING BEAD 09225/03 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO 09250.A01 GYPSUM BOARD, REGULAR 5/8" 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM SHEATHING 10900.A21 DECORATIVE APPLIED LOUVER 0 it* 210 6,' 12„ 3" s J� $ �A ,I LM t U { } L ✓� y ROGERS, LOVELOCK 8k FRIT4 SIC. ar� 5, Architecture IA A En11,ineering Interior Design d{ X 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 647-1039 Telefax (407) 629-9409 ,e License Number AA C000564 License Number EB 0000629 project title 4 owner's name CATHOLIC DIOCESE I ' ,I OF ORLANDO „;W ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA r Im i sheet title/contents PARAPET DETAILS, ROOF DETAILS, AND TRIM DETAILS 6i it N seal/signature I• y q .. g" JOHN H. ROGERS, No. 05179 datex� 16 JANUARY 2006 D job number 2037.04 Irk drawn by KHS checked by if JWB revisions sheet title/contents PARAPET DETAILS, ROOF DETAILS, AND TRIM DETAILS A C D A n-7znn ono 07320.AO1 07320.G25 07320.V10 07320.P10 0531 O.A01 07320.P10 09225.PO1 09225103 09225.KO3 rD 2 RIDGE DETAIL 84.6 A]] } -I-O 11 F, RAKE DETAIL A4J I A7J 3" = 1'-0" 1 2 3 061 00.C12 07320.G25 1#131011#11"#. (4'1X Oj 03 09225.P01 09225. L03 07210.R20 (3 1/2", R- 091 OO.DO3 -09100.DO3 06200.MO2 04200.K02 04200.G02 It 09250.AO1 05120.A03 (2"x4") 09225.PO1 09225103 F4 SUPPORT DETAIL A4.71 n,., a - 1-o a ndonn nna 1 LM rc_5 ROOF DETAIL A4J A7.73" = 1'-0" 07320.P10 09225.P01 09225103 05310. A01. 09225.KO3 09225.P01 09225103 05120.EO1 05120.A02 (4"x6") 09100.D06 )7612.QO1 )5120.E07 )7320.G25 )7320.A01 )7320.V10 )7320.P10 05120.EO1 05120. TO2 05310. A01 07320.P10 09225.P01 09225. L03 09225.K03 09225.P01 09225. L03 09250.P13 05120. EO7 (5"x 5 1/2") 09225.K03 07920.Q02 09225.P01 09225103 07131.V12 rF ROOF DETAIL A4J I A7J 3" = 1'-0" NOTES: SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER G0.1 KEY NOTES: (D SEE REFLECTED CEILING PLAN FOR LOCATION OF OPEN AND CLOSED CEILING SYSTEM MATERIAL NOTES: DIV 4 MASONRY 04200.DO6 CMU 12" 04200.G02 Ll 04200.K02 KNOCK -OUT BLOCK COURSE DIV 5 METALS I 05120.A02 STEEL WIDE FLANGE BEAM 05120.A03 STEEL TUBE BEAM 05120.EO1 STEEL ANGLE 4 5 r 7 8 A C D A n-7znn ono 07320.AO1 07320.G25 07320.V10 07320.P10 0531 O.A01 07320.P10 09225.PO1 09225103 09225.KO3 rD 2 RIDGE DETAIL 84.6 A]] } -I-O 11 F, RAKE DETAIL A4J I A7J 3" = 1'-0" 1 2 3 061 00.C12 07320.G25 1#131011#11"#. (4'1X Oj 03 09225.P01 09225. L03 07210.R20 (3 1/2", R- 091 OO.DO3 -09100.DO3 06200.MO2 04200.K02 04200.G02 It 09250.AO1 05120.A03 (2"x4") 09225.PO1 09225103 F4 SUPPORT DETAIL A4.71 n,., a - 1-o a ndonn nna 1 LM rc_5 ROOF DETAIL A4J A7.73" = 1'-0" 07320.P10 09225.P01 09225103 05310. A01. 09225.KO3 09225.P01 09225103 05120.EO1 05120.A02 (4"x6") 09100.D06 )7612.QO1 )5120.E07 )7320.G25 )7320.A01 )7320.V10 )7320.P10 05120.EO1 05120. TO2 05310. A01 07320.P10 09225.P01 09225. L03 09225.K03 09225.P01 09225. L03 09250.P13 05120. EO7 (5"x 5 1/2") 09225.K03 07920.Q02 09225.P01 09225103 07131.V12 rF ROOF DETAIL A4J I A7J 3" = 1'-0" NOTES: SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER G0.1 KEY NOTES: (D SEE REFLECTED CEILING PLAN FOR LOCATION OF OPEN AND CLOSED CEILING SYSTEM MATERIAL NOTES: DIV 4 MASONRY 04200.DO6 CMU 12" 04200.G02 GROUT SOLID 04200.K02 KNOCK -OUT BLOCK COURSE DIV 5 METALS I 05120.A02 STEEL WIDE FLANGE BEAM 05120.A03 STEEL TUBE BEAM 05120.EO1 STEEL ANGLE 05120.EO7 STEEL PLATE, BENT 05120.TO2 STEEL ANCHOR BOLT 05310.A01 STEEL DECK 05310.A02 STEEL FORM DECK 05500.E01 CONTINUOUS STEEL ANGLE DIV 6 WOOD AND PLASTICS 06100.CO1 WOOD BLOCKING 06100.C12 CONTINUOUS P.T. WOOD BLOCKING 06200.M02 FINISH TRIM DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07210.R20 BLANKET INSULATION 07320.A01 CLAY ROOFING TILE 07320.608 RIDGE TILE 07320.G25 FOAM ADHESIVE 07320.P10 FIBER GLASS- FACED GYPSUM ROOF BOARD 07320.V10 UNDERLAYMENT MEMBRANE 07600.1-101 METAL FLASHING 07600.1-102 COUNTERFLASHING 07600.Y11 SOFT METAL WEDGE 07612.Q01 JOINT SEALANT 07920.Q02 BACKSTOP AND SEALANT DIV 9 FINISHES 09100.D03 STEEL STUD 3 5/8" 09100.D06 STEEL STUD 4" 09225.KO3 CASING BEAD 09225103 SELF -FURRING DIAMOND MESH LATH 09225.P01 STUCCO 09250.A01 GYPSUM ` BOARD, REGULAR 5/8" 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM. SHEATHING 09548.A01 LINEAR WOOD CEILING, OPEN 09548.A03 FALSE WOOD BEAM 0 1 " 2„ 6„ 12" 31' = 1,_0t, I�r ri IYa al l i ppp 4` lir I ,x ROOKS, LOVELOCK & FRITZ, INC. Architecture A Engineering�I r k Interbr Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407)1 847-1038 Telefax (407) 829-9409 License Number AA C000584 License Number EB 0000828 protect title d owner's name " �4r, 4 CATHOLIC DIOCESE 4 F OF ORLANDO D rT e ALL SOULS B CATHOLIC COMMUNITY CHURCH BUILDING F SANFORD, FLORIDA " 2 gT4s rµ�s r 4 r4, C seal/signature y �y �r4 �t JOHN H. ROGERS, No. 05179 date) 16 JANUARY 2006 Ir� D Job number t 2037.04 drawn by KHS checked by JWB revisions i A M_ D c E e W L r I 2 15895.CO1 r N 07600.H01 07600101 06100. C12 07600.HO2 07600101 15895.CO1 r � -Ellt Ilri 07600.H01 07600.FO2 r1 MECHANICAL EQUIPMENT CURB A2.21 A7.0 N.i.S. I f 3 4 I 4 1- I i I I I 2 07600.H11 JOHN H. ROGERS, No. 05179 date 15400. VO1 2006 D -job number 2037.04 hi 11 07550.Q 10 KHS checked by JWB '{ I I 6" MIN. FLANGE I 4" MINIMUM IMU ' / y'iy ✓ 07550.A01 O 07550.AO1 07320.P10 07210.R10 07550.Q10 Q5310.AO1 rA 3 VENT STACK DETAIL A2.2 A7.8 N.T.S. F, R A2.21 A7.8 R DETAIL 1 2 0755O.HO4 07550.S01 07320.P10 0755O.AO1 07210.1310 07600.UO3 rA 6 CONDUCTOR HEAD, DETAIL A2.21 A7.8 N.T.S. 4 VlhJ I V.nV I rs ROOF HATCH DETAIL Haan A7.8 a = if -011 5 )O.CO1 NOTES: SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER GO.1 KEYNOTES: MULTIPLE -.PLY MEMBRANE STRIPPING PLIES �2 TOP OF FLASHING CAPPED OR ROLLED INTO PIPE APPROXIMATELY 1" 03 EXTEND FIELD PLIES ABOVE HEAD OF CANT ALTERNATE CURB BEARING LOCATION FOR HEAVY WEIGHT LOADING CONDITIONS �5 BASE OF UNIT EXTENDS 1/2" MINIMUM BEYOND TOP OF CURB ® CONTINUOUS NEOPRENE GASKET, COORDINATE WITH MECHANICAL EQUIPMENT REQUIREMENTS �7 MECHANICAL EQUIPMENT 8� 1" MINIMUM BELOW TOP OF CURB WRAP OPENING WITH WATERPROOFING MEMBRANE 10 OVERFLOW OPENING 11 8"x8" SCUPPER MATERIAL NOTES: DIV 5 METALS 0512O.E01 STEEL ANGLE 05310.A01 STEEL DECK DIV 6 WOOD AND PLASTICS 06100.001 WOOD BLOCKING 06100.C12 CONTINUOUS P.T. WOOD BLOCKING DIV 7 THERMAL AND , MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD 0755O.AO1 MODIFIED BITUMEN ROOFING SYSTEM 0755O.HO3 MODIFIED BITUMEN BASE FLASHING 0755O.HO4 MODIFIED BITUMEN WALL FLASHING 07550.Q10 MASTIC SEALANT 07550.SO1 CANT 076OO.F01 FASTENER 07600.FO2 FASTENER WITH NEOPRENE WASHER 07600.HO1 METAL FLASHING 07600.HO2 COUNTERFLASHING 07600.H11 PIPE FLASHING 07600.UO2 DOWNSPOUT 07600.UO3 CONDUCTOR HEAD 07600.UO7 SCUPPER 07600.Y11 SOFT METAL WEDGE 07612.QO1 JOINT SEALANT 07722.AO1 ROOF HATCH 07920.Q01 JOINT SEALANT DIV 9 FINISHES 09225.KO3 CASING BEAD 09225103 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO DIV 15 MECHANICAL 15400.VO1 VENT PIPING 15895.CO1 PREFABRICATED INSULATED ROOF CURB w aa: t r F r 1 1 i fr s �{ Y¢ s I[cr fk ROGERS, tOVELOCK FRITZ, AVC. Architecture A Engineering Interior Design r 146 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 647-1039 Telefax (407) 829-9409 License Number AA C000664 License Number ES 0000629 project title & owner's name CATHOLIC DIOCESE OF ORLANDO B ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA C seal/signature 0 sheet title/contents PARAPET DETAILS, ROOF DETAILS \ J JOHN H. ROGERS, No. 05179 date 16 JANUARY 2006 D -job number 2037.04 drawn by KHS checked by JWB revisions 0 sheet title/contents PARAPET DETAILS, ROOF DETAILS If I II I 4 a y I i G IpI I II I I I 4 0 2 0 4 5 r 09215.D12 ° 09100.D03 03300.AO2 09250.A01 ° 07210.R20 09212.N04 062OO.GO9 04200.W01 as a 1 1/2" (3 1/2", R-15) 08110.D11 4 I ° - 09100.D03 09215.D12 ° 07210.1320 09215.D12 09225.P01 (�/) (3 1/2", R-15) (� ) 09225.L03 09250.A01 09250.A01 ° 09100.D03 Q 09250.A01 07131.V12 0 03300.A02 ° a a 09250.A01 09212.N04 I p 109100 D03 03300.A02 i .* � 06900:Mol . 0792O.QO2 07600.HO1 09100. D 01 (1 5/8") 09250.P' 07131.V' 06200.G 07920.0 06200.G 04200.D0; 09225.P01 0922510; 07131.V12 04200. WO' 04200. G0; ® 0792O.QO1 0620O.GO9 rcT� DOOR HEAD DETAIL E 03300.J11 03300.601 SLOPE G' 03300.1305 042OO.DO5 rm DOOR J 09250.A01 06200.MO1 07920.QO1 06100. C09 08110.D11 06200.MO1 09100.D01 07920.Q01 (1 5/8") 07210.R20 (3 1/2", R-15) ° a 04200.GO2 I_ 4 04200.DO6 G' 03300.1305 042OO.DO5 rm DOOR J 09250.A01 06200.MO1 07920.QO1 06100. C09 08110.D11 06200.MO1 09100.D01 07920.Q01 (1 5/8") 07210.R20 (3 1/2", R-15) 09215.D12 JAMB c3 DOOR DETAIL HEAD 04200.GO2 I_ 04200.DO6 09250.A01 09250.A01 09215.D12 ° 09100.D03 09250.A01 ° 09212.N04 062OO.GO9 04200.W01 as a 06200.M01 a 08110.D11 4 I ° 07920.Q01 07600.H01 (COPPER) II i 08210.D01 -- 07210.R20 06200.M01 06200.G09 co 07920.Q01 09215.D12 JAMB c3 DOOR DETAIL 08210.DO1 0620O.GO9 08120.S20 0550O.TO4 03300.1301 03300.V01 43 b 4 a ° ° a a 4 ° 4 °° a 4 a --------- -- --------------------- ---- ------ D r SII 02300.AO2 rFl DOOR SILL DETAIL A4.3 A7.10 a.. = r_o. 1 2 09215.D12 09250.AO1 06200.M01 06200.MO1 07920.Q01 JAMB "F3 DOOR DETAIL to is A6.01 A7.10 3 -OPP 06200.M01 0792O.QO1 062OO.MO7 06200.M01 07210.R20 (3 1/2", R-15) 09100.D03 0925O.AO1 06200.M01 06200.M01 07920.Q01 062OO.MO7 06200.M01 07210.120 (3 1/2", R-15) 09100. D03 09250.A01 06200.M01 06200.M01 07920.QO1 062OO.MO7 06200.M01 07210.R20 (3 1/2", R-15) 091 OO.D03 09250.A01 06200.M01 06200.M01 07920.Q01 062OO.MO7 06200.M01 06200.M01 06200.M01 07920.QO1 09215.D12 09250.AO1 06200.M01 06200.M01 07920.QO1 09215.D12 09250.AO1 06200.M01 06200. M 01 07920.QO1 04200.GO2 04200.D06 09215.D12 09250.A01 04200. WO1 06200.MO1 06200.MO1 07920.Q01 7 rc_W _ DOOR DETAIL A6.OjA7.1O 3" 1'-0" 04200.D05 04200.KO1 09215.D12 09250.AO1 06200.MO1 06200.M01 07920.Q01 062OO.MO7 06200.M01 04200.GO2 04200.DO5 04200. W01 09215.D12 09250.A01 06200.M01 06200.M01 07920.Q01 062OO.MO7 06200.M01 04200.D06 04200.K01 07210.R20 (3 1/2", R-15) 09100.D03 09250.A01 06200.M01 06200.M01 0792O.QO1 06200.M07 0620O.M01 rF6 DOOR DETAIL I it Ril 04200. K 01 07210.R20 (3 1/2", R-15) 09100. DO3 0925O.AO1 06200.M01 06200.M01 07920.Q01 06200.M07 06200.MO1 7 3a , r l� hrP 11 ;� C n✓i v. t, M NOTES:'r Y El r' 3 y ROWS, LOVELOCK-6,FRITZ, NSC. KEY NOTES:, �1 CONTINUOUS 3/8" DRIP REVEAL Ardhi$®ctur® A Erin®erpn �a n Interior Design �t MATERIAL NOTES: 145 Lincoln Avenue n P; P.M Box 730 DIV 2 SITEWORK Winter Park, Florida 32790-0750 (407) 847-1059 02300.AO2 BACKFILL MATERIAL Telefax (407) 629-9409 DIV 3 CONCRETE License Number AA 0000684 License Number EB 0000829 03300.AO2 CONCRETE BEAM 03300.601 CONCRETE SLAB protect title a owner's name 03300.805 CONCRETE FILL CATHOLIC DIOCESE k 03300.J11 JOINT FILLER 03300.V01 VAPOR BARRIER OF ORLANDO DIV 4 MASONRY 1 04200.DO5 CMU 8" 04200.D06 CMU 12" 04200.GO2 GROUT SOLID ALL SOULS 04200.K01 PRECAST "U" LINTEL CATHOLIC COMMUNITY 04200.W01 REINFORCING STEEL CHURCH BUILDING DIV 5 METALS SANFORD, FLORIDA 05500.TO4 STEEL EXPANSION BOLT DIV 6 WOOD AND PLASTICS 06100.CO9 WOOD SHIM 062OO.GO9 WOOD SIDING 06200.MO1 WOOD TRIM 06200.MO7 WOOD JAMB DIV 7 THERMAL AND MOISTURE PROTECTION �J 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 4 07210.R20 BLANKET INSULATION 07600.HO1 METAL FLASHING 07920.QO1 JOINT SEALANT 07920.Q02 BACKSTOP AND SEALANT C seal/signature DIV 8 DOORS AND WINDOWS 08110.D11 STEEL DOOR TRANSOM FRAME 081.10.D14 GROUTED STEEL FRAME 08110.T12 MASONRY ANCHOR " 08120.S20 THRESHOLD 08210.D01 SOLID CORE FLUSH WOOD DOORt _. 3 DIV 9 I=INISHES 091OO.D01 STEEL STUD 09100.DO3 STEEL STUD 3 5/8 09212.NO4 ACOUSTICAL PLASTER FINISH 09215.D12 HAT -SHAPED FURRING CHANNEL 09225103 SELF -FURRING DIAMOND MESH LATH 09225.P01 STUCCO JOHN H. ROGERS, No. 05179 09250.AO1 GYPSUM BOARD, REGULAR 5/8" 09250.KO1 CORNERBEAD date 09250.K11 METAL END CAP 16 JANUARY 2 GLASS MAT COVERED OR REINFORCED GYPSUM , SHEATHING D lob number 2037.04 drawn by KHS checked by JWB revisions i I E sheet title/contents DOOR DETAILS 3" = 1,_0., drawing number 0 its 2„ 6.► 12„ 3" ■ sheet 00 of ' (8") 09100.D03 0925O.AO1 -- 07210.R20 (3 1/2 , R-15) 09250.A01 03300.A02 09250.K01 06200.M01 D a ' 09250.K11 07920.Q01 a o a 08110.D14 08110.D11 08110.T12 08210.D01 06200.M01 06200.G09 07920.Q01 � AMB DETAIL 6" HEAD 08210.DO1 0620O.GO9 08120.S20 0550O.TO4 03300.1301 03300.V01 43 b 4 a ° ° a a 4 ° 4 °° a 4 a --------- -- --------------------- ---- ------ D r SII 02300.AO2 rFl DOOR SILL DETAIL A4.3 A7.10 a.. = r_o. 1 2 09215.D12 09250.AO1 06200.M01 06200.MO1 07920.Q01 JAMB "F3 DOOR DETAIL to is A6.01 A7.10 3 -OPP 06200.M01 0792O.QO1 062OO.MO7 06200.M01 07210.R20 (3 1/2", R-15) 09100.D03 0925O.AO1 06200.M01 06200.M01 07920.Q01 062OO.MO7 06200.M01 07210.120 (3 1/2", R-15) 09100. D03 09250.A01 06200.M01 06200.M01 07920.QO1 062OO.MO7 06200.M01 07210.R20 (3 1/2", R-15) 091 OO.D03 09250.A01 06200.M01 06200.M01 07920.Q01 062OO.MO7 06200.M01 06200.M01 06200.M01 07920.QO1 09215.D12 09250.AO1 06200.M01 06200.M01 07920.QO1 09215.D12 09250.AO1 06200.M01 06200. M 01 07920.QO1 04200.GO2 04200.D06 09215.D12 09250.A01 04200. WO1 06200.MO1 06200.MO1 07920.Q01 7 rc_W _ DOOR DETAIL A6.OjA7.1O 3" 1'-0" 04200.D05 04200.KO1 09215.D12 09250.AO1 06200.MO1 06200.M01 07920.Q01 062OO.MO7 06200.M01 04200.GO2 04200.DO5 04200. W01 09215.D12 09250.A01 06200.M01 06200.M01 07920.Q01 062OO.MO7 06200.M01 04200.D06 04200.K01 07210.R20 (3 1/2", R-15) 09100.D03 09250.A01 06200.M01 06200.M01 0792O.QO1 06200.M07 0620O.M01 rF6 DOOR DETAIL I it Ril 04200. K 01 07210.R20 (3 1/2", R-15) 09100. DO3 0925O.AO1 06200.M01 06200.M01 07920.Q01 06200.M07 06200.MO1 7 3a , r l� hrP 11 ;� C n✓i v. t, M NOTES:'r Y El r' 3 y ROWS, LOVELOCK-6,FRITZ, NSC. KEY NOTES:, �1 CONTINUOUS 3/8" DRIP REVEAL Ardhi$®ctur® A Erin®erpn �a n Interior Design �t MATERIAL NOTES: 145 Lincoln Avenue n P; P.M Box 730 DIV 2 SITEWORK Winter Park, Florida 32790-0750 (407) 847-1059 02300.AO2 BACKFILL MATERIAL Telefax (407) 629-9409 DIV 3 CONCRETE License Number AA 0000684 License Number EB 0000829 03300.AO2 CONCRETE BEAM 03300.601 CONCRETE SLAB protect title a owner's name 03300.805 CONCRETE FILL CATHOLIC DIOCESE k 03300.J11 JOINT FILLER 03300.V01 VAPOR BARRIER OF ORLANDO DIV 4 MASONRY 1 04200.DO5 CMU 8" 04200.D06 CMU 12" 04200.GO2 GROUT SOLID ALL SOULS 04200.K01 PRECAST "U" LINTEL CATHOLIC COMMUNITY 04200.W01 REINFORCING STEEL CHURCH BUILDING DIV 5 METALS SANFORD, FLORIDA 05500.TO4 STEEL EXPANSION BOLT DIV 6 WOOD AND PLASTICS 06100.CO9 WOOD SHIM 062OO.GO9 WOOD SIDING 06200.MO1 WOOD TRIM 06200.MO7 WOOD JAMB DIV 7 THERMAL AND MOISTURE PROTECTION �J 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 4 07210.R20 BLANKET INSULATION 07600.HO1 METAL FLASHING 07920.QO1 JOINT SEALANT 07920.Q02 BACKSTOP AND SEALANT C seal/signature DIV 8 DOORS AND WINDOWS 08110.D11 STEEL DOOR TRANSOM FRAME 081.10.D14 GROUTED STEEL FRAME 08110.T12 MASONRY ANCHOR " 08120.S20 THRESHOLD 08210.D01 SOLID CORE FLUSH WOOD DOORt _. 3 DIV 9 I=INISHES 091OO.D01 STEEL STUD 09100.DO3 STEEL STUD 3 5/8 09212.NO4 ACOUSTICAL PLASTER FINISH 09215.D12 HAT -SHAPED FURRING CHANNEL 09225103 SELF -FURRING DIAMOND MESH LATH 09225.P01 STUCCO JOHN H. ROGERS, No. 05179 09250.AO1 GYPSUM BOARD, REGULAR 5/8" 09250.KO1 CORNERBEAD date 09250.K11 METAL END CAP 16 JANUARY 2 GLASS MAT COVERED OR REINFORCED GYPSUM , SHEATHING D lob number 2037.04 drawn by KHS checked by JWB revisions i I E sheet title/contents DOOR DETAILS 3" = 1,_0., drawing number 0 its 2„ 6.► 12„ 3" ■ sheet 00 of , I I, III I vi I R E, 3 E A 09100.DO1 07210.R20 (3 1/2 " , R 09250.A01 06200.M02 0792O.QO1 06100.CO1 0811O.D10 1 1/8" F, DOOR HEAD DETAIL 02 '01 03 12 ;11 )01 101 101 09100. DO3 07210.R20 (3 1/2 R-15) A 5 07210.R20 License Number- AA C000564 (3 1/2", R-15) 07210.R20 03300.A02 (5 1/2", R-19) 89100.D01 7 0925O.AO1 054OO.DO4 04200.DO6 - 09225.PO1 ■ B : 09225.PO1 9250.P13 0 ■ F4 CMU 8"'r ■ 09225103 04200.D06 ■ ■ 042OO.DO6 A7.11 A7.6 ■ 07131.V12 GROUT SOLID ■ 09225.PO1 04200.K01 PRECAST "U" LINTEL SIM, OPH 04200.S10 ■ ■ 09225103 ALL SOULS ■ ■ DIV METALS 5 07131.V12 CHURCH BUILDING 0512O.EO7 STEEL PLATE, BENT 054OO.DO4 07212.W14 SANFORD, FLORIDA DIV 6 WOOD ■ ,�; WOOD BLOCKING 06100.CO9 WOOD SHIM j 04200.KO1 - ■ �.------- �� - --- ---.� DIV 7 THERMAL AND MOISTURE PROTEC110N 07210.R20 (3 1/2", R-15)1 07131.V12 042OO.GO2-. WATERPROOFING 07210.R20 BLANKET INSULATION 07212.W14 WIRE MESH 07600.HO1 METAL FLASHING 07920.Q01 JOINT SEALANT 07920.Q02 BACKSTOP AND SEALANT. seal/signature DIV 8 DOORS AND WINDOWS ■ �; ' 08210.D01 SOLID CORE FLUSH WOOD DOOR ■ 042OO.WO1 ALUMINUM WINDOW 08800.101 INSULATING GLASS UNITS DIV 9 FINISHES R . ■ .: 'I STEEL STUD I . 09100.D03' STEEL STUD 3 5/8" 04200.GO2 ■ 09212.NO4 ACOUSTICAL PLASTER FINISH I 09225.KO3 CASING BEAD I. SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO ■ GYPSUM BOARD, REGULAR 5/8" :..;.ii CORNERBEAD JOHN H. ROGERS, No. 05179 09250.K11 METAL END CAP 04200.W01 ■ 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM SHEATHING 16 JANUARY 2006 D Job number 2037.04 drawn by KHS checked by JWB revisions ■ I :. .�; :. i 042OO.EO4 ■ ■ I I : ; (:..: I ■ 09225.KO3 - ■ : , : i i : ■ 07920.QO1 ■I j 06100.CO9 ■ I ■ 08520.A01 ■ i I ■ ■ ■ --- - 061OO.CO9 ■ ■ ■ 1 ■ ■ 08520.A01 B ■ ■ 07600.HO1 08800.101 ■ ■ 07920.QO1 ■ ■ 3/8" ■ ■ 08520.A01 - ■ ■ 07920.Q01 - ■ B, WINDOW HEAD DETAIL ■ 07600.HO1 - ■ A4.3A „ po A7.11 3 = 1 -0 j 07920.Q01 - ■ B ■ ■ co n ■ ■■ „ ■ ■ 3/8 08800.101 ■ ■ a ■ ■ N ■ 0792O.QO1 ■ ■ 07600. H 01 08520. A01 ■ ■ ( : Ci ■ I �---- ■ i -- I : 04200.S10 ■ ' 042OO.GO2 ■ I ,, 061OO.CO9 ■ ■ I :..,I� 4 i 0 09225.PO1 ■ 033OO.AO2 09225.L03 ■ .�� � Q Q I ■ 07131.V12 ■ ■ I I ;.. :.�� : ' .; I 07210.R20 (3 1/2 ", R-15) 04200.D06 •: 091OO.DO3 ■ ■ ■ I :.: ;� I 07212.W14 ■ ■ j 042OO.DO6 j ■ �; ■ 042OO.DO6 ■ 09225.P01 � ■ 04200.K01 ■ 09225.L03 ■ ■ 04200.G02 -� F5 � ■ 07131.V12 A7.11 A7.6 ■ ■ 04200.WO1 ■ SIM, OPH ■ ■ 09100.D03 ■ KOC�iDOOR SILL DETAIL ■ 0721O.R20 ■ A4.3A A7.11 3" = 1'-0" 0 (3 1/2", R-15) ■ ■ ■ 09250.A01 ■■■■■■■ j 06200.MO2 �■■■■■■■■■■■■■■■■■■■■■■■■■■■■ (1x6) ADDITIVE BID ITEM E A 09100.DO1 07210.R20 (3 1/2 " , R 09250.A01 06200.M02 0792O.QO1 06100.CO1 0811O.D10 1 1/8" F, DOOR HEAD DETAIL 02 '01 03 12 ;11 )01 101 101 09100. DO3 07210.R20 (3 1/2 R-15) A 5 07210.R20 License Number- AA C000564 (3 1/2", R-15) 07210.R20 03300.A02 (5 1/2", R-19) 89100.D01 7 0925O.AO1 054OO.DO4 09225.PO1 DIV 4 MASONRY 09225103 07131.V12 9250.P13 0 - 09250.K01 042OO.DO5 rA 3 WIND Al A7.11 3 it= 1'-0 1 1/2- 1 5/8" HEAD DETAIL 08800.101 07131.V12 06100.009 (3 1/2", R-15) 09250.KO1 lE i ° 091 OO.DO3 4 I 09250.A01 �i d d Ji Q a 0512O.EO7 •II I 09100. DO3 rc_3"*,N WINDOW SILL DETAIL A4.3I A7.11 3 it =1'-0" rD3 DOOR BEAD DETAIL A4.31 A7.11 3 I = r_o. 07210.R20 (3 1/2", R-15) 09100. D 01 (8„) 09250.AO1 06200.MO2 (1 x6) )6200.MO2 .� 2 3 4 5 09225.KD: 0792O.QC A4.3I A7.11 3 =1'-0" 08800.101 5 1j /811 7 _7 08520.A01 - 07920.Q01 07600.HO1 07920.Q01 0610O.CO9 , a d- , .,x' , i• .. 06100.CO1 1 , , , 07210.R20 (5 1/2 R-19)7 3/8" 2» 09250.P13 054OO.DO4 09100.DO3 09250.A01 09212.NO4 09250.KO1 0925O.K11 07920.QO1 061OO.CO9 08520.A01 11::1 affid 07131.V12 07920.QO2 09250.KO1 , , , i 09250.A01 i , , , N , I 061OO.CO9 06100.CO1 , , , ; 09212.NO4 , , i i 091 OO.DO3 rc 6 WINDOW SILL DETAIL 1, C» 08801 08521 0792 0760 07921 04201 0922 0922 0713 0420 04201 os WINDOW HEAD DETAIL n Sazn a - r_o. 07210.R20 (3 1/2", R-15) 09100.D03 09250.AO1 09250.KO1 09100.DO1 09250.K11 07920.QO1 06100. CO9 08520.A01 08800.101 rF6 WINDOW SILL DETAIL 07131.V1 2 07920.QO1 06200.M01 NOTES: KEY NOTES: 0 CONTINUOUS 3/8" DRIP REVEAL MATERIAL NOTES: I; k, 4.17{ 1 �yM¢� nq+ d} ri ti rh 4{t{ {pp1 ii I a� E ROGERS, LOVELOCK & FRITZ, SIC. Architecture A Engineering Interior Design 145, Lincoln Avenue P.O. Box 730 Winter Park Florida 32700-0730 (407) 647-1039 Telefax (407) 629-9409 DIV 3 CONCRETE License Number- AA C000564 License Number EB 0000629 03300.A02 CONCRETE BEAM 7 A4.3I A7.11 3 =1'-0" 08800.101 5 1j /811 7 _7 08520.A01 - 07920.Q01 07600.HO1 07920.Q01 0610O.CO9 , a d- , .,x' , i• .. 06100.CO1 1 , , , 07210.R20 (5 1/2 R-19)7 3/8" 2» 09250.P13 054OO.DO4 09100.DO3 09250.A01 09212.NO4 09250.KO1 0925O.K11 07920.QO1 061OO.CO9 08520.A01 11::1 affid 07131.V12 07920.QO2 09250.KO1 , , , i 09250.A01 i , , , N , I 061OO.CO9 06100.CO1 , , , ; 09212.NO4 , , i i 091 OO.DO3 rc 6 WINDOW SILL DETAIL 1, C» 08801 08521 0792 0760 07921 04201 0922 0922 0713 0420 04201 os WINDOW HEAD DETAIL n Sazn a - r_o. 07210.R20 (3 1/2", R-15) 09100.D03 09250.AO1 09250.KO1 09100.DO1 09250.K11 07920.QO1 06100. CO9 08520.A01 08800.101 rF6 WINDOW SILL DETAIL 07131.V1 2 07920.QO1 06200.M01 NOTES: KEY NOTES: 0 CONTINUOUS 3/8" DRIP REVEAL MATERIAL NOTES: I; k, 4.17{ 1 �yM¢� nq+ d} ri ti rh 4{t{ {pp1 ii I a� E ROGERS, LOVELOCK & FRITZ, SIC. Architecture A Engineering Interior Design 145, Lincoln Avenue P.O. Box 730 Winter Park Florida 32700-0730 (407) 647-1039 Telefax (407) 629-9409 DIV 3 CONCRETE License Number- AA C000564 License Number EB 0000629 03300.A02 CONCRETE BEAM pro title & owner's name p P DIV 4 MASONRY CATHOLIC DIOCESE 042OO.DO5 CMU 8"'r OF ORLANDO 04200.D06 CMU 12 042OO.EO4 LINTEL UNIT 042OO.GO2 GROUT SOLID 04200.K01 PRECAST "U" LINTEL 04200.S10 PRECAST CONCRETE SILL 04200.W01 REINFORCING STEEL ALL SOULS B DIV METALS 5 CATHOLIC COMMUNITY j CHURCH BUILDING 0512O.EO7 STEEL PLATE, BENT 054OO.DO4 STEEL STUD 6" SANFORD, FLORIDA DIV 6 WOOD AND PLASTICS 06100.001 WOOD BLOCKING 06100.CO9 WOOD SHIM 06200.M01 WOOD TRIM 06200.M02 FINISH TRIM DIV 7 THERMAL AND MOISTURE PROTEC110N 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R20 BLANKET INSULATION 07212.W14 WIRE MESH 07600.HO1 METAL FLASHING 07920.Q01 JOINT SEALANT 07920.Q02 BACKSTOP AND SEALANT. seal/signature DIV 8 DOORS AND WINDOWS 08110.D10 STEEL DOOR FRAME 08210.D01 SOLID CORE FLUSH WOOD DOOR 0852O.AO1 ALUMINUM WINDOW 08800.101 INSULATING GLASS UNITS DIV 9 FINISHES R . 091OO.DO1 STEEL STUD 09100.D03' STEEL STUD 3 5/8" 09212.NO4 ACOUSTICAL PLASTER FINISH is 09225.KO3 CASING BEAD 09225103 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO 09250.A01 GYPSUM BOARD, REGULAR 5/8" 09250.K01 CORNERBEAD JOHN H. ROGERS, No. 05179 09250.K11 METAL END CAP date 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM SHEATHING 16 JANUARY 2006 D Job number 2037.04 drawn by KHS checked by JWB revisions E sheet title/contents 061OO.CO9 DOOR AND 09100.D03 WINDOW DETAILS 07210.R20 (3 1/2", R-15) 09250.A01 drawing number 0 1 „ 290 6„ 12" 3'1 = 1'-0" ■ sheet 00 of 7 8 , Fffl') po Ft 2 07( 07! 09; 092 092 071 WINDOW HEAD DETAIL A4.41A7.12 3" 1'- 09250.AO1 07210.R20 (3 1/2", R-15) 09100.DO3 09250.KO1 06100.CO1 (1 x6) 09250.K11 07920.QO1 06100.009 08520.AO1 08800.101 03300.AO2 09250.AO1 09100.DO1 (6 09212.NO4 06402.MO1 07920.QO1 06402.MO7 06402.MO1 WINDOW SILL DETAIL -off A4.4 A7.12 3 07600.1-101 07920.QO1 09250.K11 061 OO.CO1 (1 x6) 09100.DO3 03300.AO2 07210.R20 (3 1/2to , R-15) 09250.AO1 04200.DO6 rn_DOOR HEAD A4.51 A7.12 3 = it -oil I IILIL J_ 3 4 5 07210.R20 Q (3 1/2", R-15) 03300.AO203300 09100.D03 09225.PO1 09225103 07131.V12 09250.AO1 09100.DO3 0925( 0792( 0610C 079: 0761 092 033( 092: 092' 071% rA3 WINDOW HEAD DETAIL Y A4.5 A7.12 3 -oil 03" 092 091, 072 (3 1 064, 06402.MO1 06402.MO1 07920.QO1 06402.MO7 06402.MO1 Mot o3 "� WINDOW SILL DETAIL A4.5 I A7.12 3 rF3DOOR HEAD DETAIL A4.51 A7.12 3" = 1 1-u19 09225.PO1 09225103 07131.V1 2 ).K11 I. Q01 03 20 R-15) X01 IoI 4 5 Lf 0954E 09250 09100 0954E 09212 0925( 09250 0925C 07920 07920.QO1 09250.K1 1 09250.KO1 09250.AO1 091 OO.DO1 (6") 06100. COQ 09212.NO' i1 CURTAIN WALL HEAD -DETA A4.51 A7.12 3" = 1 A6.0 09225.PO1 09225103 07131.V1 2 033QO.AO2 NOTES: KEYNOTES: CONTINUOUS 3/8" DRIP REVEAL MATERIAL NOTES: DIV 3 CONCRETE 03300.AO2 CONCRETE BEAM DIV 4 MASONRY 04200.DO5 CMU 8 04200.DO6 CMU 12" DIV 6 WOOD AND PLASTICS 06100.001 WOOD BLOCKING 06100.CO9 WOOD SHIM 06402.MO1 WOOD TRIM 06402.MO6 WOOD CASING 06402.MO7 WOOD JAMB .DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R20 BLANKET INSULATION 07600.1-101 METAL FLASHING 07920.QO1 JOINT SEALANT DIV 8 DOORS AND WINDOWS 08520.AO1 ALUMINUM WINDOW IL 08800.101 INSULATING GLASS UNITS 08900.AO1 GLAZED ALUMINUM CURTAIN WALL DIV 9 FINISHES 09100.D01 STEEL STUD 08800.101 09100.DO3 STEEL STUD 3 5/8" 08900.AO1 09225.KO3 CASING BEAD 09225103 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO 09250.KO1 09250.AO1 GYPSUM BOARD, REGULAR 5/8" 09250.KO1 CORNERBEAD 09250.K11 METAL END CAP 09548.A01 LINEAR WOOD CEILING, OPEN 09250.AO1 09100.DO1 (4 03300.AO2 04200.DO6 ,,.URTAIN WALL SILL DETAIL A4.51 A7.12 3 A6.0 rA 04200.DO5 09225.PO1 09225103 07131.V12 11A, "N V 131 ROGMS, LOVELOCK 8c FRTZ, NC. Architecture A Engineering Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park. Florida 32790-0730 (407) 847-1039 Telefax (407) 629-9409 License Number AA C000564 License Number EB 0000029 � project title & owner's name CATHOLIC DIOCESE OF ORLANDO xj No. 05179a. date 16 JANUARY ALL SOULS B CATHOLIC COMMUNITY D Job number CHURCH -'BUILDING M; ,.M 2037.04 SANFORD, FLORIDA Fn Nth C seal/signature E zt sheet title/contents DOOR AND j} WINDOW DETAILS qy (7�6 OPENING HEAD DETAIL A4.51 A7.12 3' it -off JOHN H. ROGERS, No. 05179a. date 16 JANUARY 2006 D Job number M; ,.M 2037.04 drawn by hfi K H S chocked by JWB revisions E zt sheet title/contents DOOR AND j} WINDOW DETAILS qy (7�6 OPENING HEAD DETAIL A4.51 A7.12 3' it -off C D E 0420( 0420( 0420( 09251 0721( (3 1/ 0910( r- 09251 0925( 0910C ..,-. ,. I 2 3 4 Q its 04200.DO6 09250.AO1 07210.R20 (3 1/2", R-15) 09100.DO3 rAlN� MECHANICAL OPENING HEAD DE A4.51 A7.13 i - i. -o' 09250.AO1 09250.AO1 07210.R22 (3 1 /2") 09100.DO3 04200.DO6 %1 MECHANICAL OPENI _L TAIL 03300.AO2 09250.AO1 07210.1320 (3 1 /2", R-15) 09100.DO3 DETAIL 1� DOOR SILL DETAIL 5OO.J11 300.1301 v-rwv. u w 07210.1' (3 1 /2' 09100.1 09250. 079 092 0911 072 (3 1 092 5 7 W 3 It = 11-012 INDOW HEAD DETAIL ass az,a .101 .A01 C09 .Q01 .HO1 D3 WINDOW SILL DETAIL A4.5 A7.13 3 rF4 FOUNDATION DETAIL 3 4 )225.PO1 225103 '131.V12 -200.D05 300.B05 300.AO2 042 033 092 091 072 (3 091 072 0; 0C 0( 00 (3 NOTES: k _,. .__:_,..:..,.....,...,��........._._,.-:....-:_•_.______,:_,.._....:.�....,4:.��..............: .. 'L4:._....._. .:;.L.�...�._.-. .�"`' .F.... i 1 IIS t;E� ��7i , "� �`"-"`•hvarr.uG' n ,..,.ea..• t '��8 (y�,d7d; tffl('Y rh=i a, l; KEYNOTES: 09250.A01 CONTINUOUS 3/8" DRIP REVEAL 091DO.D03 O RUNNER SET IN 2 BEADS OF ELASTIC SEALANT 07210.R20 (3 1/2", R-15) MATERIAL NOTES: 09250.KO1 09250.AO1 07920.QO1 06100.009 08800.101 08520.A01 09250.AO1 WINDOW HEAD DETAIL A4.51 A7.13T = it -off 02300.AO3 rm FLOOR/WINDOW SILL DETAIL GER ROS, LOVELOCK & FMTZ, NC. a` Architecture Engineering Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florlda 32790-0750 (407) 647-1039 Telefax (407) 629-9409 DIV 2 SITEWORK 7 License Number AA C000564 02300.A02 BACKFILL MATERIAL License Number EB 0000629 02300.AO3 FILL MATERIAL project title & owner's name DIV 3 CONCRETE CATHOLIC DIOCESE 03300.AO2 CONCRETE BEAM OF ORLANDO 03300.801 CONCRETE SLAB 03300.1302 CONCRETE SLAB ON METAL DECK 03300.605 CONCRETE FILL 03300.J11 JOINT FILLER{ 03300.VO1 VAPOR BARRIER ALL SOULS t DIV 4 MASONRY CATHOLIC COMMUNITY 04200.Do5 CMU 8" CHURCH -BUDDING �a 04200.DO6 CMU 12" SANFORD, FLORIDA { 04200.GO2 GROUT SOLID 04200.KO1 PRECAST "U" LINTEL 04200.W01 REINFORCING STEEL DIV 5 METALS 05120.E01 STEEL ANGLE 05500.T04 STEEL EXPANSION BOLT DIV 6 WOOD AND PLASTICS��, ISI 06100.CO9 WOOD SHIM DIV 7 THERMAL AND MOISTURE PROTEC110N 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R20 BLANKET INSULATION 07210.R22 SOUND ATTENUATION BATTS see/signature �' 07600.1-101 METAL FLASHING 07920.QO1 JOINT SEALANT j z' DIV 8 DOORS AND WINDOWS 08120.S20 THRESHOLD 08520.AO1 ALUMINUM WINDOW . 08800.101 INSULATING GLASS UNITS DIV 9 FINISHES ._ 091 OO.D02 STEEL STUD 2 1/2 09100.DO3 STEEL STUD 3 5/8" 09225.KO4 PLASTERING BEAD 09225103 SELF -FURRING DIAMOND MESH LATH' 09225.PO1 STUCCO JOHN H. ROGERS, No. 05179 09250.AO1 GYPSUM BOARD, REGULAR 5/8"date 09250.KO1 CORNERBEAD ` 09250.K11 METAL END CAP 16 JANUARY 2006F D Job number }; 2037.04 drawn by KHS checked by JWB revisions 4 r sheet title/contents WINDOW DETAILS Vl F 319 11-0 drawing number 0 1 » 291 6" 121$ ,I 31' A70 3 sheet 00 of Y i f A 0331 092 092 071 " s s 092 079 B 061 l 0 08800 C 08520. 06100. 07920. 07600. r i D 03300. 09225. 09225. 07131. E 0 � "Al WINDOW HEAD DETAIL A4.61 A7.14 3" = 1'-0' WINDOW SILL DETAIL A4.61 A7.14 3" 1'-0- E "-0" 14 3 .0 R-15) )1 \ 04200.D06 03300.A02 07210.R20 (3 1/2 R 09100.D01 (6� 09225.PO1 09225103 07131.V12 09250.P13 09250.P13 (2 LAYERS z 09250.K11 07920.QO1 06100. CO9 A3 WINDOW n9.4 08520.AO1 07920.QO1 07600.HO1 07920.QO1 04200.S10 N HEAD DETAIL 1'-5., 5 1 /2" 3/4" a d ° d G 4 1 ° d a. N 1 Q 04200.G02 D 09225.P01 09225103 07131.V12 04200 D06 . I Q 09250.K11 2" Q ,a a D � I 03300.805 04200.D06 WINDOW A4.61 A7.14 3" = 1'-0 L DETAIL 07210.R20 (3 1/2", R-15) 09100.DO3 09250.A01 09250.K01 09100.D03 09250.K11 07920.Q01 08520.AO1 08800.101 08800.101 07131.V12 07920.Q01 06100.001 06200.S10 r - 06200.M10 09100.D03 07210.R20 09250.A01 03300.801 03300.V01 02300.A02 09225.P0 0922510 07131. V1 � 04200.DC 04200.K0 04200.G0 04200.WC 09250.K1 07920.Q( 06100. CC 08520.A( 07920.QI 07600.H1 07920.QI ,IQPilI$]&I04 DIV 2 SITEWORK h? 02300.A02 7 2 3 4 5 A 0331 092 092 071 " s s 092 079 B 061 l 0 08800 C 08520. 06100. 07920. 07600. r i D 03300. 09225. 09225. 07131. E 0 � "Al WINDOW HEAD DETAIL A4.61 A7.14 3" = 1'-0' WINDOW SILL DETAIL A4.61 A7.14 3" 1'-0- E "-0" 14 3 .0 R-15) )1 \ 04200.D06 03300.A02 07210.R20 (3 1/2 R 09100.D01 (6� 09225.PO1 09225103 07131.V12 09250.P13 09250.P13 (2 LAYERS z 09250.K11 07920.QO1 06100. CO9 A3 WINDOW n9.4 08520.AO1 07920.QO1 07600.HO1 07920.QO1 04200.S10 N HEAD DETAIL 1'-5., 5 1 /2" 3/4" a d ° d G 4 1 ° d a. N 1 Q 04200.G02 D 09225.P01 09225103 07131.V12 04200 D06 . I Q 09250.K11 2" Q ,a a D � I 03300.805 04200.D06 WINDOW A4.61 A7.14 3" = 1'-0 L DETAIL 07210.R20 (3 1/2", R-15) 09100.DO3 09250.A01 09250.K01 09100.D03 09250.K11 07920.Q01 08520.AO1 08800.101 08800.101 07131.V12 07920.Q01 06100.001 06200.S10 r - 06200.M10 09100.D03 07210.R20 09250.A01 03300.801 03300.V01 02300.A02 09225.P0 0922510 07131. V1 � 04200.DC 04200.K0 04200.G0 04200.WC 09250.K1 07920.Q( 06100. CC 08520.A( 07920.QI 07600.H1 07920.QI ,IQPilI$]&I04 A6 WINDOW D DETAIL B 07210.R20 (3 1/2 R-15) 091 GO.D03 NOTES: KEY NOTES: CONTINUOUS 3/8 DRIP REVEAL MATERIAL NOTES: DIV 2 SITEWORK h? 02300.A02 7 B DIV 3 CONCRETE A6 WINDOW D DETAIL B 07210.R20 (3 1/2 R-15) 091 GO.D03 NOTES: KEY NOTES: CONTINUOUS 3/8 DRIP REVEAL MATERIAL NOTES: 09225.P0 09225101 07131.V12 09250.K1 03300.B( OW SILL DETAIL A4.61 A7.14 3" V-0" )9250.K11 )7920.QO2 )3300.1301 3300.VO1 „ 3300.J11 02300.AO2 1,.� %1.,..r ROGERS, LOVELOCK FRITZ, SIC. Architecture A Engineering �r Interior Design 146 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0750 (407) 847-1039 Telefax (407) 829-9409 License Number AA C000564 License Number EB 0000829 project title & owner's name ,Y CATHOLIC DIOCESE 7` OF ORLANDO r I N ALL SOULS CATHOLIC COMMUNITY CHURCH 'BUILDING SANFORD, FLORIDA DIV 2 SITEWORK h? 02300.A02 BACKFILL MATERIAL DIV 3 CONCRETE 09250.A01 03300.A02 CONCRETE BEAM f� 03300.1301 CONCRETE SLAB 03300.605 CONCRETE FILL 03300.J11 JOINT FILLER It 03300.V01 VAPOR BARRIER 09250.K01 DIV 4 MASONRY 09250.A01 04200.D06 CMU 12" 09250.K11 04200.G02 GROUT SOLID No. 05179 r 04200.K01 PRECAST "U" LINTEL 07920.QO1 04200.S10 PRECAST CONCRETE SILL 08520.AO1 04200.W01 REINFORCING STEEL 08800.101 lob number DIV 6 WOOD AND PLASTICS 06100.001 WOOD BLOCKING 06100.CO9 WOOD SHIM 0620000 MOLDING 06200.S10 WOOD SILL AND DIV 7 THERMAL 07131.V12 MOISTURE PROTECTION COMPOSITE, SELF -ADHERING SHEET MEMBRANE revisions WATERPROOFING 07210.R20 BLANKET INSULATION 07600.H01 METAL FLASHING 07131.V12 07920.Q01 JOINT SEALANT 07920.Q02 BACKSTOP AND SEALANT 07920.Q01 06100.001 DIV 8 DOORS AND WINDOWS 06200.S10 08520.A01 ALUMINUM WINDOW 08800.101 INSULATING GLASS UNITS 06200.M10 DIV 9 FINISHES sheet title/contents 09100.DO1 STEEL STUD 09100.D03 STEEL STUD 3 5/8" 09212.N04 ACOUSTICAL PLASTER FINISH 09225103 SELF -FURRING DIAMOND MESH LATH 09225.P01 STUCCO D9100.D03 09250.A01 GYPSUM BOARD, REGULAR 5/8' 09250.K01 CORNERBEAD 09250.K11 METAL END CAP D9100.DO3 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM )7210.R20 SHEATHING 3 1/2 , R-15) 09225.P0 09225101 07131.V12 09250.K1 03300.B( OW SILL DETAIL A4.61 A7.14 3" V-0" )9250.K11 )7920.QO2 )3300.1301 3300.VO1 „ 3300.J11 02300.AO2 1,.� %1.,..r ROGERS, LOVELOCK FRITZ, SIC. Architecture A Engineering �r Interior Design 146 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0750 (407) 847-1039 Telefax (407) 829-9409 License Number AA C000564 License Number EB 0000829 project title & owner's name ,Y CATHOLIC DIOCESE 7` OF ORLANDO r I N ALL SOULS CATHOLIC COMMUNITY CHURCH 'BUILDING SANFORD, FLORIDA F h? seal/signature z I f� It s JOHN H. ROGERS, No. 05179 r data 16 JANUARY 2006 D lob number 2037.04 drawn by KHS checked by JWBf; revisions i` �s �hl r sheet title/contents WINDOW DETAILS F 2 07210.R20 (3 1/2 of , R. 09100.DO3 09250.AO1 06200.MO1 A 06200.MO1 07920.QO1 B 07210.R20 (3 1/2 of , R- 09100.DO3 04200.WO1 09250.AO1 06200.MO1 C D E HEAD 04200.DO6 04200.KO1 07210.R20 (3 1/2", R-15) 09100.D03 09250.AO1 06200.MO1 06200.MO1 07920.QO1 06200.MO7 06200.MO1 04200.GO2 n4200.DO6 7210.R20 i 1/2", R-15) 3100.D03 9250.AO1 6200.M01 A co Lo JANE K`c_, DOOR DETAIL A6.01 A7.15 3 is-oll 04200.D05 04200.K01 09215.D12 11) (36 09250.A01 06200.M01 HEAD 06200.MO1 07920.QO1 06200.MO7 06200.MO1 04200.GO2 04200.DO5 04200.WO1 09215.D12 09250.AO1 06200.MO1 06200.MO1 07920.QO1 06200.MO7 06200.MO1 JAMB rFi DOOR DETAIL A6.01A7.15 3 It it-off 2 06200.MO1 07920.QO1 06200.MO7 06200.MO1 04200.DO5 04200.KO1 00 Lo 04200.G0; 04200.DO 04200. WO' 00 Lo 04200.DO5 0420O.KO1 07920.QO1 08110.1)14 i 04200.DO5 04200.KO1 04200.WO1 07920.QO1 0811 Q. T12 0811O.D14 HEAD JAMB K�c_3 DOOR DETAIL A6.01 A7.15 3 of 11-011 BEAD JAMB 73 DOOR DETAIL 06200.MO1 06200.MO1 07920.QO1 06200.MO7 06200.MO1 04200.WO1 07210.R20 (3 1/2", R-15) 09100.DO3 09250.A01 06200.MO1 06200.MO1 07920.QO1 06200.MO7 06200.MO1 04200.DO5 04200.KO1 09225.PO1 09225.1_03 07131.V12 09225.KO3 07920.QO1 07600.H01 06100. CO9 09225.PO1 09225.1_03 07131.V12 09225.KO3 07920.QO1 06100.CO9 10201. AO1 07920.QO1 07600.HO1 06100. CO9 09225.PO1 09225.1_03 07131.V12 07210.R20 09100.D03 09250.A01 07920.Q01 08110.D10 06110.T21 5 3/4" 08110.G02 JAMB rB5 DOOR DETAIL A6.01A7.15 .3" = 1'-0'f 05500. TO4 (D 10201.EO2 �1 05500. F11 �2 10201. AO1 10201.SO1 6" __ 2 3/8" HEAD 04200.DO5 04200.GO2 04200.WO1 05500.T04 02 10201.EO2 05500111 2� 10201. AO1 10201.SO1 JAMB 6» 2 3/8 SILL K`F5 LOUVER DETAIL 10201.SO1 05500111 10201.E02 �1 05500. TO4 ( 04200.KO2 04200.GO2 7 8 NOTES: KEY NOTES: �1 INSTALL CLIP ANGLES SO LOUVER CAN BE REMOVED WITHOUT DAMAGING ADJACENT SURFACE U2 SIZE AND SPACE REMOVABLE CONNECTORS AS REQUIRED FOR DESIGN WINDLOAD MATERIAL NOTES: DIV 4 MASONRY 04200.DO5 CMU 8" 04200.DO6 CMU 12" 04200.GO2 GROUT SOLID 04200.KO1 PRECAST "U" LINTEL 04200.KO2 KNOCK -OUT BLOCK COURSE 04200.WO1 REINFORCING STEEL DIV 5 METALS 05500.F11 STEEL FASTENER 05500.TO4 STEEL EXPANSION BOLT DIV 6 WOOD AND PLASTICS 06100.009 WOOD SHIM 06200.MO1 WOOD TRIM 06200.MO7 WOOD JAMB AND DIV 7 THERMAL .07131.V12 MOISTURE PROTECTION COMPOSITE, SELF -ADHERING SHEET MEMS WATERPROOFING 07210.R20 BLANKET INSULATION 07600.1-101 METAL FLASHING 07920.QO1 JOINT SEALANT DIV 8 DOORS 08110.D10 AND WINDOWS STEEL DOOR FRAME 08110.D14 GROUTED STEEL FRAME 08110.GO2 SPOT GROUT 0811O.T12 MASONRY ANCHOR 08110.T21 METAL STUD ANCHOR DIV 9 FINISHES 091OO.D03 STEEL STUD 3 5/8" 09215.1)12 HAT -SHAPED FURRING CHANNEL 09225.KO3 CASING BEAD 09225.1_03 SELF -FURRING DIAMOND MESH LATH 09225.PO1 STUCCO 09250.AO1 GYPSUM BOARD, REGULAR 5/8" DIV 10 SPECIALTIES 10201.AO1 EXTRUDED ALUMINUM WALL LOUVER 10201.EO2 REMOVABLE CLIP ANGLE 10201.SO1 WIRE BIRD SCREEN 0 1" 290 6" 12„ 7m7mm7===" 3n _ i, -O„ A At D E 9 { U 07550./A 07320.P' 07210.R1 I f I I III it 05310. AO1 05120.EO1 07840. CO1 03300.AO2 P i i i i i i i i i i it I I I I I I 07550.AO1 07320.P10 07210.R10 05310. A01 05210. TO1 07210.R20 (3 1/2", R-15) 09250.A01 09100.DO3 = 07210.R20 (3 1/2", R-15) rB 2 ROOF DETAIL rD2 ROOF DETAIL D9250.K11 5120.F24 7210.R20 1/2", R-15) 9250.AO1 ""09100.DO3 05210. T01 05120.EO1 - 03300.A02 05120.EO1 07210.R20 (3 1/2", R-15) 09100.D03 -------------- 04200.D05 09250.AO1 09100.001 2 D9250.K11 07920.QO1 03300.805 03300.801 03300.1301 100, _ 0„ FIN FLOOR'-,wa Q D a Q 03300. J1 1 D Q D 03300.V01 HA R IrA 03300.J11 rF2 FOUNDATION DETAIL 1 2 V/VVV.I VI 05120. TO4 07131.V1 2 07600.FO2 07600.EO2 09225.PO1 09225103 07131.V12 09225.KO3 07600.Y11 07612.QO1 07600.HO2 07550.HO4 07550.SO1 07320.P10 07550.AO1 07210.R10 05310. AO1 05210.TO1 05120.E01 07550.E ^' 07320.F 07210.R 05310. A 05120.E 03300.A( rB 4 PARAPET DETAIL I 07600.MO4 07600.EO2 07920.QO1 076OO.FO1 06100.C12 09225.KO3 ° o 04200.KO2 04200.GO2 04200.WO1 042OO.DO5 09225.PO1 09225103 07131.V12 300.AO2 02 ROOF DETAIL 07210.R20 94.1 97.16 3" = 1'-01' (3 1/2", R-15) 09100.DO3 09250.A01 D9250.K11 07920.Q01 100,_0„ FIN FLOOR a a a Q 4 2 a ° a 4 03300.601 I 03300.J11 03300. V01 a 4 a� 4 rF4 FOUNDATION DETAIL A4.9 A7.16 3" _ 1,-0" 3 4 5 09225.JO4 09225.KO3 MASO A7.16 I A7.16 3" = V-0 7 3/8" 04200.G02 04200.DO5 04200. W01 09225.PO1 09225103 07131.V12 07920.QO1 Y CONTROL JOINT DETAIL r.TE&r.TAN T.TA rc _6"� STUCCO CONTROL JOINT DETAIL 05400.DO4 07210.R20 (6", R-30) 04200.DO5 04200.GO2 '0"'7"1_31""""' I I I I I I I I I i l l l l l l l l l l I( I I I I I I I I I I I I I I I I I I I V ( I I I ( I I IZT Q I 09225. L03 09250.P13 0 09225.JO41 07920.QO1 09225.KO3 0 3 0 07550.AO1 07320.P10 07210.R10 05310. A01 05210. TO1 07210.R20 (3 1/2", R-15) 09250.A01 09100.DO3 = 07210.R20 (3 1/2", R-15) rB 2 ROOF DETAIL rD2 ROOF DETAIL D9250.K11 5120.F24 7210.R20 1/2", R-15) 9250.AO1 ""09100.DO3 05210. T01 05120.EO1 - 03300.A02 05120.EO1 07210.R20 (3 1/2", R-15) 09100.D03 -------------- 04200.D05 09250.AO1 09100.001 2 D9250.K11 07920.QO1 03300.805 03300.801 03300.1301 100, _ 0„ FIN FLOOR'-,wa Q D a Q 03300. J1 1 D Q D 03300.V01 HA R IrA 03300.J11 rF2 FOUNDATION DETAIL 1 2 V/VVV.I VI 05120. TO4 07131.V1 2 07600.FO2 07600.EO2 09225.PO1 09225103 07131.V12 09225.KO3 07600.Y11 07612.QO1 07600.HO2 07550.HO4 07550.SO1 07320.P10 07550.AO1 07210.R10 05310. AO1 05210.TO1 05120.E01 07550.E ^' 07320.F 07210.R 05310. A 05120.E 03300.A( rB 4 PARAPET DETAIL I 07600.MO4 07600.EO2 07920.QO1 076OO.FO1 06100.C12 09225.KO3 ° o 04200.KO2 04200.GO2 04200.WO1 042OO.DO5 09225.PO1 09225103 07131.V12 300.AO2 02 ROOF DETAIL 07210.R20 94.1 97.16 3" = 1'-01' (3 1/2", R-15) 09100.DO3 09250.A01 D9250.K11 07920.Q01 100,_0„ FIN FLOOR a a a Q 4 2 a ° a 4 03300.601 I 03300.J11 03300. V01 a 4 a� 4 rF4 FOUNDATION DETAIL A4.9 A7.16 3" _ 1,-0" 3 4 5 09225.JO4 09225.KO3 MASO A7.16 I A7.16 3" = V-0 7 3/8" 04200.G02 04200.DO5 04200. W01 09225.PO1 09225103 07131.V12 07920.QO1 Y CONTROL JOINT DETAIL r.TE&r.TAN T.TA rc _6"� STUCCO CONTROL JOINT DETAIL 05400.DO4 07210.R20 (6", R-30) 04200.DO5 04200.GO2 '0"'7"1_31""""' 09225.PO1 V12 09225. L03 09250.P13 07131.V12 09225.JO41 07920.QO1 09225.KO3 lafyq�l�d?in4r�ir;�ag�l{, brS� �� tdSy� NOTES: SHEET 'NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER GO.1 ROGERS, LOVELOCK & FRITZ, NSC. KEY NOTES: 3/8" CONTINUOUS DRIP REVEAL Architecture RUNNER SET IN 2 BEADS OF ELASTIC SEALANT A Engineering interior Design g MATERIAL NOTES: 146 Lincoln Avenue P.O. Box 730 SIV 3 CONCRETE Winter Perk, Florida 82790-0730 (407) 847-1086 03300.AO2 CONCRETE BEAM Telefax (407) 629-e40e 03300.801 CONCRETE SLAB 03300.605 CONCRETE FILL License Number AA 0000664 03300. J11 JOINT FILLER License Number ES 0000629 03300.VO1 VAPOR BARRIER project title d owner's name DIV 4 MASONRY CATHOLIC DIOCESE 04200.DO5 CMU 8" OF ORLANDO 04200.602 GROUT SOLID 04200.KO2 KNOCK -OUT BLOCK COURSE 04200.WO1 REINFORCING STEEL DIV 5 METALS � ALL .SOULS 05120.EO1 STEEL ANGLE CATHOLIC COMMUNITY 05120.F24 WELDED SHEAR STUD CONNECTOR 05120.T04 STEEL EXPANSION BOLT CHURCH -.---BU LDING 05210.T01 STEEL JOIST SANFORD, FLORIDA 05310.A01 STEEL DECK 05400.DO4 STEEL STUD 6" DIV 6 WOOD AND PLASTICS 06100.C12 CONTINUOUS P.T. WOOD BLOCKING DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION 07210.R20 BLANKET INSULATION 07320.P10 FIBERGLASS FACED GYPSUM ROOF BOARD 07550.AO1 MODIFIED BITUMEN ROOFING SYSTEM 07550.HO4 MODIFIED BITUMEN WALL FLASHING 07550.SO1 CANT 07600.EO2 CONTINUOUS CLEAT C 07600.FO1 FASTENER seal/e(pnature 07600.FO2 FASTENER WITH NEOPRENE WASHER 07600.HO2 COUNTERFLASHING 07600.MO4 METAL COPING CAP 07600.Y11 SOFT METAL WEDGE 07612.QO1 JOINT SEALANT 07840.CO1 FIRE SAFING 07920.QO1 JOINT SEALANT 07920.QO2 BACKSTOP AND SEALANT DIV 9 FINISHES Z. 091OO.001 STEEL STUD RUNNER TRACK 09100.DO3 STEEL STUD 3 5/8" 09225.JO4 CONTROL JOINT \ 09225.KO3 CASING BEAD 09225103 SELF -FURRING DIAMOND MESH LATH JOHN H. ROGERS, No. 05179 09225.PO1 STUCCO 09250.AO1 GYPSUM BOARD, REGULAR 5/8" date 09250.K11 METAL END CAP 16 JANUARY 2006 09250.P13 GLASS MAT COVERED OR REINFORCED GYPSUM SHEATHING D lob number' 2037.04 drawn by KHS checked by JWB revisions K`C�2MTL STUD/MASONRY CONTROL JOINT DET 04200.D05 07210.R20 09100.D03 09250.A01 03300.805 09250.K11 07920.Q02 03300.801 Meet title/contents 99'-4° FIN FLOOR PARAPET DETAILS, ROOF DETAILS, FOUNDATION DETAIL 03300.J11 F 0330O.V01 39t 19-091 drawing number 3 _ if -099 A7016 sheet pQ of U M N A 10 Q 11111-I1 IMA 1 .111-1 k,t 11: ..!i 11 2 3 12 2 11 3 )4 )i )2 rczPARAPET DETAIL A4.91A7.17 3" = V-0" 1 2 091 OO.DO3 09100.DO1 (6") 07210.R20 (6", R-19) 09212.NO4 05120.EO1 09250.AO1 T 7 7 8 NOTES: SHEET NOTES: 1 FOR ARHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER G0.1 ROGERS 1OVELOCK & FRITZ, INC. KEYNOTES: CONTINUOUS 3/8" SCORED "V—REVEAL" IN STUCCO Architecture of A Engineerin CONTINUOUS 3/8 DRIP REVEAL IN STUCCO g Interior Design MATERIAL NOTES: 145 Lincoln Avenue DIV 5 METALS P.O. Box 730 Winter Park, Florida 32700-0730 05120.A01 STEEL BEAM (407) 847-1039 Telefax (407) 629-9409 05120.EO1 STEEL ANGLE 05120.TO4 STEEL EXPANSION BOLT License Number AA C000584 05310.AO1 STEEL DECK License Number E8 0000829 05400.D04 STEEL STUD 6" project title & owner's name DIV 6 WOOD AND PLASMS CATHOLIC DIOCESE 06100.C12 CONTINUOUS P.T. WOOD BLOCKING OF ORLANDO DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF—ADHERING SHEET MEMBRANE WATERPROOFING 07210.R10 RIGID BOARD THERMAL INSULATION ALL SOULS 07210.R20 BLANKET INSULATION B 07320.P10 FIBERGLASS -FACED GYPSUM ROOF BOARD CATHOLIC COMMUNITY 07550.AO1 MODIFIED BITUMEN ROOFING SYSTEM 07550.1-104 MODIFIED BITUMEN WALL FLASHING CHURCH SUILDING, - 07550.SO1 CANT SANFORD, FLORIDA 07600.EO2 CONTINUOUS CLEAT 07600.1701 FASTENER 07600102 FASTENER WITH NEOPRENE WASHER 07600.1-101 METAL FLASHING 07600.1-102 COUNTERFLASHING 07600.MO4 METAL COPING CAP 07600.UO2 DOWNSPOUT DIV 9 FINISHES 09100.DO1 STEEL STUD 091 OO.DO3 STEEL STUD 3 5/8 09212.NO4 ACOUSTICAL PLASTER FINISH 09225.KO3 CASING BEAD 09225103 SELF—FURRING DIAMOND MESH LATH 09225.PO1 STUCCO 09250.AO1 GYPSUM BOARD, REGULAR 5/811 09250.P13 CLASS MAT COVERED OR REINFORCED GYPSUM C seal/signature SHEATHING JOHN H. ROGERS, No. 05179 date 16 JANUARY 2006 D Jobnumber 2037.04 drawn by KHS chocked by JWB revIslons ,ii I i i I 6 I I I I 2 3 4 "F 3 � A8.0 I A8.1 � A N D A .-------------------------------- ------------------------------1 C�_9_ 9- 4" B FLOOR 7,_6�, GO9 MECHANICAL G39 ROOM ELECTRICAL ROOM C) FD 1 B 100 -0 iuiuuuul��� iiiuu111UP a �uu�iiiiiiuu��i�i� �iiiuiiiuuiuii 10800.H02 FIN FLOOR 0 10800.DO1 10800.D10 --------- G11 9 JAN. _ HC 10800.D11 He 3,-2» 3,_1» 3'-1 3,_1 4'_6 3'_1» TYP. 6'-11" O HC 10800.D01 ) C2. 10800.607 6 A8.0 15.01 ° Fl (3HC FD 10153.AO2 G13 FD C) d- 1 TYP. F. TLT. Fl _ 10800.D07 0 CO HC F TYP. 4 i 1YPOO.W13 5 _ 8 N L2 9-1 ,norm nn -7 10800.Dnnn 0� it K > 5 G10 CORR. CD ----- ---- 8 o i 8 � I 8 1 00 g C12 N COMM. i HC 76'-5 IJ --------------------------------- ----------------------------- - KA2 ENLARGED FLOOR PLAN A2.0 A8.0 1/4It =1'-0" N I� 1'-2" �' 1 ------------------------------------.� 10800.1307 I 7 - I r 0800.001 G43 L10�80_10.1)07 10800. D10 FAM.0.W3 10800.M07 TOILET `�'10800.D01-0800.1306 HC .� I 3k 0800.D11, TYP. _ 8 6 r—HC] rF ENLARGED FLOOR PLAN 2 3 G03 CORR. .B07 .D07 n rD6 A8.0 I A8.1 I I r1ENLARGED FLOOR PLAI A2.OjA8.O 1/4" = 1 011 B c, ENLARGED FLOOR PLAN Pt 11-011A2.11A8.0 1/45 - 10 fj 7 8Ila� NOTES: I� SHEET NOTES: rr a 1, FOR PARTITION TYPES REFER TO SHEETS F A8.2 AND A8.3 6 I titan KEY NOTES: ROOMS, 'LOVELOCK FRITZ, N IC. "1 Ff'` Q VCT -1 Architecture V I �2 VCT -2 A Engineering 0 VCT -3 Interior Design °. ALIGN WITH WALL 145 Lincoln Avenue PROVIDE FULL LENGTH x 4'-0" HIGH MIRROR OVER COUNTER WntePark.o Florida 82790-0750i`y MATERIAL NOTES: (407) 847-103e '° Telefax (407) 629-9409 DIV 10 SPECIALTIES r "' License Number AA C000564 10153.AO2 FLOOR SUPPORTED TOILET ENCLOSURE License Number ES 0000829 10153.CO1 URINAL SCREEN project title & owner's name , 10800.1306 GRAD BAR, SS, 1 1/2 DIA, STRAIGHT,36;; CATHOLIC DIOCESE 10800.607 GRAD BAR, SS, 1 1/2 DIA, STRAIGHT,42 10800.CO1 DIAPER CHANGING STATION, SURFACE MOUNTED OF ORLANDO 10800.D01 PAPER TOWEL DISPENSER, SURFACE MOUNTED, TYP 9 10800.D07 TOILET TISSUE DISPENSER, SURFACE MOUNTED, TYP t 10800.D10 SOAP DISPENSER, SURFACE MOUNTED, TYP 10800.D11 LAVATORY MOUNTED SOAP DISPENSER ALL SOULS B 10800.HO2 MOP AND BROOM HOLDER CATHOLIC COMMUNITY 10800.M07 GLASS MIRROR, 18"06" SANITARY NAPKIN DISPOSER SURFACE CHURCH BUILDING 10800.W13 u MOUNTED, TYP SANFORD, FLORIDA 14H r y seal/signature Q JOHN H. ROGERS, No. 05179 l date I 16 JANUARY 2006 D job number 2037.04 drawn by LEM checked by JWB revisions E sheet title/contents rF6 ENLARGED FL 7 R PLAN ENLARGED FLOOR PLANS F SCALE: 1/4"=l'—O" drawing number A A; D E 0 I I � d it 1 ' SII I �l 2 00 I C) I CN 3 i 5 G17 SHRINE 4'-8" 2'-0 q a a ENLARGED 4" = 1"-0 rEi1ENLARGED SHRINE FLOOR PLAN rF 3 ENLARGED FLOOR PLAN D6 ENLARGED FLOOR P rF 6 ENLARGED FLOOR PLAN SHEET NOTES: 1. FOR PARTITION TYPES REFER TO SHEETS A8.3 AND A8.4 KEY NOTES: CONCRETE SLAB EDGE MATERIAL NOTES: DIV 5 METALS 05720.RO1 METAL RAILING DIV 6 WOOD AND PLASTICS 06200.RO1 WOOD HANDRAIL 06200.R10 NEWEL POST r 61u4 it r,. 5 y aY� rti yti w`a i kkr, G, ROCERS, LOVELOCK FRITZ, NC. Architecture A Engineering Interior Design x 146 Lincoln Avenue „a P.O. Box 730 Winter Park, Florida 32790-.0730 (407) 847-1039 Telefax (407) 629-9409 License Number AA C000684 I" License Number EB 0000829 project title & owner's name CATHOLIC DIOCESE OF ORLANDO 4 5 G17 SHRINE 4'-8" 2'-0 q a a ENLARGED 4" = 1"-0 rEi1ENLARGED SHRINE FLOOR PLAN rF 3 ENLARGED FLOOR PLAN D6 ENLARGED FLOOR P rF 6 ENLARGED FLOOR PLAN SHEET NOTES: 1. FOR PARTITION TYPES REFER TO SHEETS A8.3 AND A8.4 KEY NOTES: CONCRETE SLAB EDGE MATERIAL NOTES: DIV 5 METALS 05720.RO1 METAL RAILING DIV 6 WOOD AND PLASTICS 06200.RO1 WOOD HANDRAIL 06200.R10 NEWEL POST r 61u4 it r,. 5 y aY� rti yti w`a i kkr, G, ROCERS, LOVELOCK FRITZ, NC. Architecture A Engineering Interior Design x 146 Lincoln Avenue „a P.O. Box 730 Winter Park, Florida 32790-.0730 (407) 847-1039 Telefax (407) 629-9409 License Number AA C000684 I" License Number EB 0000829 project title & owner's name CATHOLIC DIOCESE OF ORLANDO A C D E I I co 07920.QO4 F5 na,l rni A8.2 A8."' TYP 09100.DO3 09250.A01 07210.R22 09215.001�9 2 07920.Q04 O1 FIRE RESISTANCE RATING: NONE STC RATING 49 (SA WALL: G2) OFIRE RESISTANCE RATING: 1 HOUR UL DESIGN NUMBER: U465 O 09215.001 2 I p I 1 I' 8t I I 4 5 7 8 NOTES: 1 KEY NOTES: I BOTTOM OF FLOOR/ ROOF DECK 1 07920.QO4 07920.QO4 - 07920.QO4 07920.QO4 � TOP of SLAB 09215.001 09215.001 F5 09215.001 09215.001 A8.2 A8.3 CEILING WHERE SCHEDULED ON FINISH SCHEDULE TYP SECTION WHERE APPLICABLE, REFER TO FINISH SCHEDULE FOR FLOOR FINISH TYPE - - - - - COORDINATE TILE HEIGHT WITH FINISH SCHEDULE 09100.D03 091OO.D03 09100.D03 6� CONTINUOUS ANGLE, ATTACH TO DECK ONLY 09100.D03 09100.D13 091OO.D03 PLAN 7 PROVIDE 1" CLEAR SEPARATION TO MINIMIZE 09250.903 09250.AO1 SOUND AND VIBRATION TRANSFER 09250.AO1 09250.AO1 09250.A03 ® PROVIDE BLOCK CONTROL JOINTS MAXIMUM 30' - - - - - SPACING, REFER TO STRUCTURAL DRAWINGS FOR TYPICAL --d 5 09310.A01 O5 09310.A01 BLOCK REINFORCEMENT INFORMATION. 09310.A01 Q(D 7210 R22 07210 R22 RUNNER SET IN 2 BEADS OF ELASTIC SEALANT U/ZIU.KZL - 04200.K02 :a viciv.ncc 09215.001 I I i IyI„+ 09215.001 09 it I 2 07920.Q04 2 07920.Q04 2 2 A C D E I I co 07920.QO4 F5 na,l rni A8.2 A8."' TYP 09100.DO3 09250.A01 07210.R22 09215.001�9 2 07920.Q04 O1 FIRE RESISTANCE RATING: NONE STC RATING 49 (SA WALL: G2) OFIRE RESISTANCE RATING: 1 HOUR UL DESIGN NUMBER: U465 O 09215.001 2 I p I 1 I' 8t I I 4 5 7 8 NOTES: 1 KEY NOTES: I BOTTOM OF FLOOR/ ROOF DECK 1 07920.QO4 07920.QO4 - 07920.QO4 07920.QO4 � TOP of SLAB 09215.001 09215.001 F5 09215.001 09215.001 A8.2 A8.3 CEILING WHERE SCHEDULED ON FINISH SCHEDULE TYP SECTION WHERE APPLICABLE, REFER TO FINISH SCHEDULE FOR FLOOR FINISH TYPE - - - - - COORDINATE TILE HEIGHT WITH FINISH SCHEDULE 09100.D03 091OO.D03 09100.D03 6� CONTINUOUS ANGLE, ATTACH TO DECK ONLY 09100.D03 09100.D13 091OO.D03 PLAN 7 PROVIDE 1" CLEAR SEPARATION TO MINIMIZE 09250.903 09250.AO1 SOUND AND VIBRATION TRANSFER 09250.AO1 09250.AO1 09250.A03 ® PROVIDE BLOCK CONTROL JOINTS MAXIMUM 30' - - - - - SPACING, REFER TO STRUCTURAL DRAWINGS FOR TYPICAL --d 5 09310.A01 O5 09310.A01 BLOCK REINFORCEMENT INFORMATION. 09310.A01 Q(D 7210 R22 07210 R22 RUNNER SET IN 2 BEADS OF ELASTIC SEALANT U/ZIU.KZL - 04200.K02 U/ZIU.KLL viciv.ncc 09215.001 09215.CO1 K0 09215.D13 09215.001 09 09310.A01rA 09215.001 ro 2 07920.Q04 2 07920.Q04 2 2 O FIRE NONE O FIRE (SARATING: GWALOLN OFIREO5 RESISTANCE RATING: NONE FIRE RESISTANCE RATING: NONE SC RATING55 (SA WALL:G4) STC RATING G4-R) 07920.Q04 07920.Q04 09215.001 �e o•o�o- �� o• o ` O 07920.QO4 09215.001 CV 04200.W01 04200.G02 05500.EO1 Q (4" x 3 1/2" x 1/4") 07210. R 22 04200. WC 0420O.GC 0420O.K02 VA 3 3 3 3 3 09100.D03 � 8 09100.D03 ' 04200.D05 �8 09310.A0105 i 09215.D13 09100.D03 09100.D03 09250.A01 i 09250.A01 09215.D12 (7/8") i 09250.A01 09250.A03 009310.A01 � 07210.R22 07210.R22 07210.R22 09250.A01 09250.A03 r.�n�c nn, �1 rn1 mol i-09215.001 n 07920.Q04 09215.001 09215.001 07920.Q04 07920.QO4 2 2 : i 2 07920.QO4 07920.QO4 2 - 2 <9> RESISTANCE RATING: NONE<@>FIRE RESISTANCE RATING: NONE FIRE RESISTANCE RATING: NONE FIRE RESISTANCE RATING: NONE g FIRE RESISTANCE RATING: NONE OFIRE STC RATING 49 SA -870717 STC RATING 55-60 SA WALL: G4 -R) < FIRE RESISTANCE RATING: NONE A TOP OF WALL TO BE 12'-6" ABOVE SANCTUARY FLOOR, (102'-0") BRACE BACK TO WALL 481, OC FIRE RESISTANCE RATING: NONE B PROVIDE TWO LAYERS OF GYPSUM BOARD 6 05500. E01 © 05500. EO1 05500.EO1 Q " " 4" x 3 1 /2" x 1 /4") (4" x 3 1 /2" x 1/4") (4 x 3 1/2" x 1 /4) �- 07920.Q04 .�07920.04 04200.WO1- 04200.GO2 - 09215.CO1 - ( 6 11) _ 09100.DO4 - 09212.NO4- 07210.R22 - 09250.AO1 - 09215.001 C� (611) 07920.QO4- N 1 07920.QO4 04200. 0721.0. R22 04200. 04200.KO2 - 04200.DO6 Q8 09215.D12- 09100. D 03 09250.AO1- 09250.AO1 09212.NO4 07210.R22 07920.Q04 07920.Q04 2 1 FIRE RESISTANCE RATING: NONE � FIRE RESISTANCE RATING: NONE (SA WALL: C8 -G1) 0 N 1 09215.CO1 04200.W01 04200. GO 07210 R22 V/LIV.I\GL 04200.K02 F.W.4 110.000 9 Me N - 09215.001 04200.W01 - 07210.R22 04200.G02 04200.K02 �3 04200.D06 O 09100.D05 09250.A01 07210.R22 lJ 09215.001 (D 07920.Q04 09215.001 SECTION O FIRE RESISTANCE RATING: NONE STC RATING 48 (SA -840321) MATERIAL NOTES: DIV 4 MASONRY 04200.D05 CMU 8" 04200. D06 CMU 12" 04200.G02 GROUT SOLID 04200.K22 KNOCK -OUT BLOCK COURSE 6 04200.WO1 REINFORCING STEEL 05500.EO1 (4" x 3 1/2 11 x 1/4") DIV 5 METALS 07920.QO4 05500.E01 CONTINUOUS STEEL ANGLE 11 12 07920.QO4 DIV 7 THERMAL AND MOISTURE PROTECTION 09215.001 07210.R22 SOUND ATTENUATION BATTS 07840.A01 FIRESTOPPING MATERIAL 07840.A01 07920.Q04 ELASTOMERIC JOINT SEALANT - 04200.K02 04200.D06�8 09100.D03- (D 09310.A01 09100.D03 09250.A03- � 09310. A01 �5 No. 05179 -- 09250. A03 STEEL STUD 3 5/8" 16 JANUARY 07210.R22 07210.R22 STEEL STUD 6" 3 - - - - - 09100.D05 09215.001�9 07920.Q04 04200.D05 ® 2 /-07920.Q04 F.W.4 110.000 9 Me N - 09215.001 04200.W01 - 07210.R22 04200.G02 04200.K02 �3 04200.D06 O 09100.D05 09250.A01 07210.R22 lJ 09215.001 (D 07920.Q04 09215.001 SECTION O FIRE RESISTANCE RATING: NONE STC RATING 48 (SA -840321) MATERIAL NOTES: DIV 4 MASONRY 04200.D05 CMU 8" 04200. D06 CMU 12" 04200.G02 GROUT SOLID 04200.K22 KNOCK -OUT BLOCK COURSE 6 04200.WO1 REINFORCING STEEL 05500.EO1 (4" x 3 1/2 11 x 1/4") DIV 5 METALS 07920.QO4 05500.E01 CONTINUOUS STEEL ANGLE 11 12 07920.QO4 DIV 7 THERMAL AND MOISTURE PROTECTION 09215.001 07210.R22 SOUND ATTENUATION BATTS 07840.A01 FIRESTOPPING MATERIAL 07840.A01 07920.Q04 ELASTOMERIC JOINT SEALANT FIRE RESISTANCE RATING: NONE (SA WALL: C8 -G1) <0>FIRE RESISTANCE RATING 1 HOUR B UL DESIGN NUMBER: U905 05500.EO1 (4" x 3 1/2 x 1/4") 07920.QO4 1 09215.CO1 Q9 07210.R22 0420O.K02 SECTION - 04200.D06 �8 PLAN - 09100.D05 O.A01 O.R22 SECTION 5.001 �9 O.Q04 FIRE RESISTANCE .RATING: NONE (SA WALL: C8 -G1) tv�, t�lr. AAs`J� fi$S` dtl i w�4 t, ti u ROGERS, LOVELOCK & FRITZ, NC. Architecture A Engineering � Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park. Florida 32790-0730 (407) 647-1039 Telefax (407) 629-9409 " y License Number AA C000564 License Number EB 0000629 project title & owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS < CATHOLIC COMMUNITY CHURCH ---BUILDING SANFORD, FLORIDA - 04200.K02 DIV 9 FINISHES MW SECTION JOHN H. ROGERS, No. 05179 09100. D03 STEEL STUD 3 5/8" 16 JANUARY 2006 09100.D04 STEEL STUD 6" 3 - - - - - 09100.D05 STEEL STUD 8" 04200.D05 ® 09100.D13 09212.N04 FURRING CHANNEL, RESILIENT ACOUSTICAL PLASTER FINISH JWB PLAN 09215.001 STEEL STUD RUNNER TRACK 09215.D12 HAT -SHAPED FURRING CHANNEL s 09100.D03 09215.D13 RESILIENT FURRING CHANNEL 09250.A01 GYPSUM BOARD, REGULAR 5/8" - - - - 09250.903 GYPSUM BOARD, WATER RESISTANT 5/8" , 09250.901 09310.A01 CERAMIC TILE 07210.R22 SECTION 7 sheet title/contents 09215.001 Q9 PARTITION TYPES 0792O.Q04 FIRE RESISTANCE RATING: NONE (SA WALL: C8 -G1) <0>FIRE RESISTANCE RATING 1 HOUR B UL DESIGN NUMBER: U905 05500.EO1 (4" x 3 1/2 x 1/4") 07920.QO4 1 09215.CO1 Q9 07210.R22 0420O.K02 SECTION - 04200.D06 �8 PLAN - 09100.D05 O.A01 O.R22 SECTION 5.001 �9 O.Q04 FIRE RESISTANCE .RATING: NONE (SA WALL: C8 -G1) tv�, t�lr. AAs`J� fi$S` dtl i w�4 t, ti u ROGERS, LOVELOCK & FRITZ, NC. Architecture A Engineering � Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park. Florida 32790-0730 (407) 647-1039 Telefax (407) 629-9409 " y License Number AA C000564 License Number EB 0000629 project title & owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS < CATHOLIC COMMUNITY CHURCH ---BUILDING SANFORD, FLORIDA 1 1/291=11-010 0 2" 6" 12" 24" drawing number 1 1/21' = 1'-0" 0 sheet OQ of V, MW JOHN H. ROGERS, No. 05179 date 16 JANUARY 2006 D Job. number 2037.04 drawn by LEM checked by JWB revisions C sheet title/contents PARTITION TYPES 1 1/291=11-010 0 2" 6" 12" 24" drawing number 1 1/21' = 1'-0" 0 sheet OQ of C D E �i I. t I I ' I I 1 2 N 04200.W01 04200.G02 07920.QO4 N 091 00. C01 04200.W01 04200:G02 3 09250.A01 - 07210.R22 - 10 09100.001C9 07920.Q04 - 05500.E01.��/ (4" x 3 1/2" x 1/4") p 1 • 1 111,E I FIRE RESISTANCE RATING: NONE FIRE RESISTANCE RATING: NONE (SA WALL: C8 -G1) 14 a N 04200.WO1 04200.GO2 I I I � -- - - ___--- - - - .._-- - 3 4 5 ro 05500.EO1 © 05500.E01 ®'', 05500.E01 (4" x 3 1 /2" x 1 /4") (4" x 3.1 /2" x 1 /4") (4" x 3 1/2 " x 1/4") 07920.QO4 (V N "07920.Q04 1 04200.W01 04200.W01 ~ - ` 09100.001 07210.R22 04200.G02 04200.G02 07210.R22 07210.R22 --- _ 04200.KO2 04200.KO2 07920.Q04 FIRE RESISTANCE RATING: NONE 05500.EO1 0 07920.Q04 07920.Q04 N 1 09100. C01 ` 09100.001 04200.WO1 07210.R22 04200.GO2 04200.KO2 D 04200.D06 09100.DO3 09100.D03 09250.A01 09250.AO1 - 07210.R22 07210.R22 09100.001 09100.001 C 07920.Q04 07920.QO4 (T - 05500/01 0 (4" x 3 1/2 x 1/4") N 07920.QO4 04200.W01 - 04200.GO2 07210.R22 04200.KO2 04200.DO5 091 OO.DO2 09250.AO1 07210.R22 07920.QO4 z FIRE RESISTANCE RATING: NONE <* FIRE RESISTANCE RATING: NONE (SA WALL: C8 -G1) 05500.EO1 (4" x 3 1/2" x 1/4") FIRE RESISTANCE RATING: NONE 05500.EO1 1/2" x 1/4") i 07920.QO4 It N N O79ZO.QO4 04200.w01 - 04200.W0' 04200.G02 07210.R22 04200.G0: 04200.K02 07210.R22 3 04200.D05 O$ 0921 092: 09100.D02 09250.A03 io 09310.A01 O 09100.001 07920.Q04-� 2 07920.Q04 FIRE RESISTANCE RATING: NONE 09100. C01 07210.R22. 04200.KO2 07920.Q04 N 09100.CO1 04200.WO1 04200.GO2 3 09215.D12 09250.A01 07 � 04200.K02 \-(:D 04200.D06 8O 09100.D03 09250.A01 07210.R22 09100.001 07920.Q04 FIRE RESISTANCE RATING: NONE (SA WALL: C8 -G1) e ee 1 1 • 1 �1 r N 1 09100.001 04200.WO1 07210.R22 04200.GO2 04200.KO2 3 loll. FIRE'll RESISTANCE RATING: NONE (SA ;WALL: C8 -G1) 05500.E01 � (4" x 3 1/2 x 1/4") �- 07920.Q04 1 09215.001 07840.AO1 NOTES: 2.D6 09215.D12O804200.D06 O8 MIN NOTES: 16,li 09100.D03 09100.D03 1. 09100.D03 09250.A01 09310.A01 O KNOCK -OUT BLOCK COURSE 09250.A01 09250.A01 09250.A03 09212.N04- SECTION O 07210.R22 07210.R22 Q 07210.R22 10 ostoo.col0910o.Co1 9 CEILING WHERE SCHEDULED ON FINISH SCHEDULE 10 09100 Col 07920.go4 WHERE APPLICABLE, REFER TO FINISH SCHEDULE FOR 07920.004 07920.Q04 FLOOR FINISH TYPE 07920.Q04 u loll. FIRE'll RESISTANCE RATING: NONE (SA ;WALL: C8 -G1) 05500.E01 � (4" x 3 1/2 x 1/4") �- 07920.Q04 1 09215.001 07840.AO1 <02 X05 0 07840.AO1 103 07920.QO4 - - 09250.AO1 ,r 07210. R22 09250.AO1 09215.001 9� V -07920.4Q0 1'_5., 0 FIRE RESISTANCE RATING: NONE (SA WALL: C8 -G1) 4 NOTES: it� MIN NOTES: 16,li NOTES: <02 X05 0 07840.AO1 103 07920.QO4 - - 09250.AO1 ,r 07210. R22 09250.AO1 09215.001 9� V -07920.4Q0 1'_5., 0 FIRE RESISTANCE RATING: NONE (SA WALL: C8 -G1) 4 05500.E01 (4" x 3 1/2" x 1/4") �- 07920.QO4 1 09100.001 "----07210.R22 04200.KO2 \-(D 04200.DO6 09100.DO3 09250.A01 07210.R22 09100. C01 r,.,1_07920.Q.4 FIRE RESISTANCE RATING: NONE (SA WALL: C8 -G1) MATERIAL DIV 4 MASONRY NOTES: 7 8 NOTES: SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER KNOCK -OUT BLOCK COURSE TO DRAWING NUMBER GO.1 KEY NOTES: SECTION O BOTTOM OF FLOOR/ ROOF DECK Q TOP OF SLAB 0 CEILING WHERE SCHEDULED ON FINISH SCHEDULE PLAN ® WHERE APPLICABLE, REFER TO FINISH SCHEDULE FOR SOUND ATTENUATION BATTS FLOOR FINISH TYPE O COORDINATE TILE HEIGHT WITH FINISH SCHEDULE © CONTINUOUS ANGLE, ATTACH TO DECK ONLY SECTION PROVIDE SLOTTED SLIDE METAL CLIP TO ALLOW FOR PARTITION 09100.001 VERTICAL MOVEMENT, WHERE APPLICABLE ® PROVIDE BLOCK CONTROL JOINTS MAXIMUM 30' 09100.DO2 SPACING, REFER TO STRUCTURAL DRAWINGS FOR TYPICAL 09100.DO3 BLOCK REINFORCEMENT INFORMATION. 09100.DO7 RUNNER SET IN 2 BEADS OF ELASTIC SEALANT 10 PROVIDE 1" CLEAR SEPARATION TO MINIMIZE SOUND 09215.D12 AND VIBRATION TRANSFER 11 CUT STUDS LESS THAN FULL HEIGHT TO ALLOW 09250.AO3 VERTICAL MOVEMENT 05500.E01 (4" x 3 1/2" x 1/4") �- 07920.QO4 1 09100.001 "----07210.R22 04200.KO2 \-(D 04200.DO6 09100.DO3 09250.A01 07210.R22 09100. C01 r,.,1_07920.Q.4 FIRE RESISTANCE RATING: NONE (SA WALL: C8 -G1) MATERIAL DIV 4 MASONRY NOTES: 04200.DO5 CMU 8" 04200.DO6 CMU 12" 04200.GO2 GROUT SOLID 04200.K02 KNOCK -OUT BLOCK COURSE 04200.WO1 REINFORCING STEEL DIV 5 METALS 05500.EO1 CONTINUOUS STEEL ANGLE SECTION DIV 7 THERMAL AND MOISTURE PROTEC11ON - - - - - 07210.R22 SOUND ATTENUATION BATTS 07840.AO1 FIRESTOPPING MATERIAL 07920.QO4 ELASTOMERIC JOINT SEALANT PLAN DTIV 9 ONISHES 09100.001 STEEL STUD RUNNER TRACK - - - - - 09100.DO1 STEEL STUD 09100.DO2 STEEL STUD 2 1/2 09100.DO3 STEEL STUD 3 5/8" 09100.DO7 STEEL STUD 1 5/8" SECTION 09212.NO4 ACOUSTICAL PLASTER FINISH 09215.D12 HAT -SHAPED FURRING CHANNEL 09250.AO1 GYPSUM BOARD, REGULAR 5/8" 09250.AO3 GYPSUM BOARD, WATER RESISTANT 5/8" 09310.AO1 CERAMIC TILE SECTION PLAN SECTION ROGERS, LOVELOCK FRITZ, INC. Architecture f A Engineering Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 847-1039 Telefax (407) 829-9409 License Number AA C000504 License Number EB 0000829 project title a owner's name CATHOLIC DIOCESE OF ORLANDO B ALL SOULS CATHOLIC COMMUNITY CHURCHBUILDING ro SANFORD, FLORIDA seal/signature JOHN H. ROGERS, No. 05179 date 16 JANUARY 2006 D Job number 2037.04 drawn by LEM checked by JWB revisions sheet title/contents PARTITION TYPES ------------------------------ 7 091OO.D01 1 1/2 _ 1, _ O" O 2„ 6„ 12„ 24„ drawing 'number_ rF5�� D ETAIL A8.2 A8.3 N.T.S. 1 1/2" = it -Opp sheet 00' of n v a C m -' --"'-' UJLUU.AUI 03300.Q01 0572O.Rl O 0572O.GOl 10N D 0572O.R32 ww'1 � 4L a / o 03300.'V01 D I- 023OO.AO2 Az STAIR TREAD DETAILA4.7 A8.4 3 if -011 ALTAR FIN FL naonn 910 -710 N \ Ez TYPICAL A4.7 A8.4 3 11-oll 13/16" 5/ :Mi .�® 111q 11111 .11 N 109 3 1/2 of 1,o N - �1 /4» �1/4Lo „ \ s \ 6 1/2" A8.4 I A8.4 ATYPICAL CAP DETAIL r N \ A/C GRILLE SECTION A4.7 I A8.4 3" = 1'-0 all 10" • of POST PLAN DETAIL A8.41 A8.4 3 Is -i -o pp 1 1A 1, 06200.M11 d- s 00 r N /A" TYPICAL BASE DETAIL 11 1/400 00 c� r`5 DETAILA4.7 A8.4 3 of 11-oll 200.M01 1 x 8 A6 DETAIL A4.7IA8.4 3" 1'-0" 09100.DO3 0925O.AOl 06200.M01 2 x 12 06200.M01 2U � qP' 06200.M01 3/4" x 9" 06: 1x s co \ c c TYPICAL COLUMN CAP A4.3 I A8.4 3" 1'- 1'- 4 1'-4 -1 /4" um s c NOTES: ).D07 ).P03 ).A03 ).M11 rE 7 TYPICAL BASE SECTION A8.4 A8.4 3 It it -Olt SHEET NOTES: 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER GO.1 KEY NOTES: A/C SIDEWALL SUPPLY REGISTER �2 SOFFIT �3 BEYOND MATERIAL NOTES: DIV 2 SITEWORK 023OO.AO2 BACKFILL MATERIAL DIV 3 CONCRETE 033OO.AO8 CONCRETE CURB 03300.Q01 CONCRETE STAIR 03300.V01 VAPOR BARRIER DIV 5 METALS 05120.803 STEEL TUBE COLUMN 05720.G01 NON -SHRINK GROUT 0572O.ROl METAL RAILING 0572O.RlO FLANGE 05720.R32 PIPE SLEEVE WOOD PLASTICS DIV _6 AND 06200.M01 WOOD TRIM 06200.M09 WOOD RAIL 06200.M10 MOLDING 06200.M11 ONE-PIECE WOOD BASE 062OO.ROl WOOD HANDRAIL 06200.R10 NEWEL POST 06200.R11 BALUSTER DIV 9 FINISHES 091OO.DO3 STEEL STUD 3 5/8" 09100.DO7 STEEL STUD 1 5/8"' 09212.NO4 ACOUSTICAL PLASTER FINISH 09215.PO3 GYPSUM VENEER PLASTER 09215.D12 HAT. -SHAPED FURRING CHANNEL 09225.JO4 CONTROL JOINT 09225.1_03 SELF -FURRING DIAMOND MESH LATH 09225.P01 STUCCO 0925O.AOl GYPSUM BOARD, REGULAR 5/8" 0925O.AO3 GYPSUM BOARD, WATER RESISTANT 5/8" 09225.1_03 09225.P01 09215.D12 7/8" 09225.JO4 ).D07 ).P03 ).A03 ).M11 rE 7 TYPICAL BASE SECTION A8.4 A8.4 3 It it -Olt A C D I I h{ I L. 06200.MO5 DOOR TRIM I u DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 t all I _�_l� I ! -ITT!pp.�.�.�.� 6 4 L 3/47];j F --L,1.. Koc_z COLUMN DETAIL A2.01A8.5 So = it -opt A8.4 aff A4.7 A8.4 3" _ 1f_OPp 1 3 00 r i T a rr. 033( 071: 092; 092: 042( 11-811 a4 COLUMN DE'TAIL-m ; A8.4 3/4„ L 15.D12 3") ?O.BO3 25.PO1 25.NO5 M 3") _ 7 I 25103 )0. C01 OO.M11 i$ mm 20.803 15.P03 50.A0 ___0 OO.M11 1 -8" �4 COLUMN DETAIL - BASE A2.01 A8.5 3 A8.4 raIrr.T.NTI`■ I iz p c F< COLUMN DETAIL A2.01 A8.5 3b B6 COLUMN DET U r.� os,00.co, NOTES: SHEET NOTES: 09100.D02 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER G0.1 09225.PO1 09225.NO5 (3/811) 03300.GO2 04200. D 06 [6*41111kiII 09225/03 09215.D12 (7/8„) AIL - SHAFT 1'-8" r s COLUMN DETAIL ff A:oAes 3 _,-o 1116111011111 09215.PO3 09250.AO3 03300.GO2 04200.DO6 06200.M11 09100.DO7 BASE MATERIAL NOTES: DIV 3 CONCRETE 03300.GO2 GROUT SOLID DIV 4 MASONRY 04200.DO6 CMU 12" DIV 5 METALS 05120.1303 STEEL TUBE COLUMN 06100.001 WOOD BLOCKING 06200.MO1 WOOD TRIM 06200.MO5 DOOR TRIM 062O0.M11 ONE-PIECE WOOD BASE DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE WATERPROOFING 0721O.R20 BLANKET INSULATION 07920.Q02 BACKSTOP AND SEALANT DIV 8 DOORS AND WINDOWS 0811O.D14 GROUTED STEEL FRAME 0811O.T12 MASONRY ANCHOR DIV 9 FINISHES 09100.D02 STEEL STUD 2 1/2" 09100.DO3 STEEL STUD 3 5/8" 09100.D07 STEEL STUD 1 5/8" 09215.PO3 GYPSUM VENEER PLASTER 09215.D12 HAT -SHAPED FURRING CHANNEL 09225.KO4 PLASTERING BEAD 09225.1_03 SELF -FURRING DIAMOND MESH LATH 09225.NO5 SAND FLOAT FINISH 09225.PO1 STUCCO 09250.AO3 GYPSUM BOARD, WATER RESISTANT 5/8° rF 6 COLUMN DETAIL ly sheet title/contents INTERIOR DETAILS F 0 1" 2" 6" 12" drawing number 74mm7mmm" 3" if -091 O sheet 00 of 1 I F' ..- i : � I, .I.L.. I �.,� . , i , .,�..: 1 ....; R , . ..,..,, .{,.1 . ...,..,..,�. h L .rs, . .� „n .. .,.,..,,..__ 1_,__.,,..�.,',_.,-,.__mk__::_ ..-I_ .., l ._. rvF.. ......!. _:.ru I ...,., �-Y.. , ._ . ,v.,rv., .rr««".r,.. ._. »•..w,. . ,..':.. .K.. r, h•.. .,I, sf , '- r 2 3 4r F C D LM 0 rB 2 COLUMN DETAIL 06100.001 09100.DO2 09225.PO1 09225.NO5 (3/8„) 4 09225/03 06200.M11 09250.AO3 06200.M11 09100.D03 09250.A01 091 OO.DO3 rF 2*� COLUMN DETAIL A2.01 A8.6 3 _ 1 -o 91 1 2 06200.M11 rB 4 COLUMN DETAIL Aq n AR F v= 1'-n" in 1 /4" 09100.DO4 03300.AO3 06200.M05 06200.MO1 COLUMN DETAIL 06200.MO1 06200.MO5 10*01114 09225.PO1 09225.N0. (3/8") 09225. L03 5.2 06200.M11 09215.P03 09250.A03 06200.M11 5.2 09100.D03 X71 nni _ i imm nFT 011_ 09250.AO 06200.M11 07210.R2( 09250.AO1 091 OO.D0: 06200.M1' 091 OO.DO3 5 06200.MO 06200.MO d, t. NOTES: I f SHEET NOTES:k 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER G0.1 ROG10S, LOVELOCK & FRITZ, SIC. I f I MATERIAL NOTES: Architecture I . A €��Ineering DIV 3 CONCRETE Interior Design 03300.AO3 CONCRETE COLUMN 145 Lincoln Avenue f. 03300.GO2 GROUT SOLID P.O., Box »o Winter Park, Florida 32790-0780 DIV 4 MASONRY (407) 647-1039 Telefax 14071 629-9409 04200.D06 CMU 12" License Number AA C000664". DIV 6 WOOD AND PLASTICS License Number E9 0000629 I. C 06100.001 WOOD .BLOCKING project title 8 owner's name 06100.CO2 CONTINUOUS WOOD BLOCKING CATHOLIC DIOCESE 06200.MO1 WOOD TRIM 09225.PO1 06200.M05 DOOR TRIM OF ORLANDO 09225/03 06200.MO7 WOOD JAMB 07131.V12 06200.M11 ONE-PIECE WOOD BASE DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE ALL SOULS WATERPROOFING CATHOLIC COMMUNITY] 07210.R20 BLANKET INSULATION I. 07920.QO1 JOINT SEALANT CHURCH- rBUILDNG 07920.Q02 BACKSTOP AND SEALANT $ANFORD, FLORIDA DIV 9 FINISHES 1/20' 09100.DO2 STEEL STUD 2 1/2 09100.DO3 STEEL STUD 3 5/8" 09100.DO4 STEEL STUD 6" 09100.DO6 STEEL STUD 4" 0921b.P03 GYPSUM VENEER PLASTER 09215.D12 HAT -SHAPED FURRING CHANNEL 09225/03 SELF -FURRING DIAMOND MESH LATH r` 09225.NO5 SAND FLOAT FINISH 09225.PO1 STUCCO 09250.AO1 GYPSUM BOARD, REGULAR 5/8" 09250.AO3 GYPSUM BOARD, WATER RESISTANT 5/8" C seal/signature Y: 04200.D06 0330O.GO2 JOHN H. ROGERS, No. 05179 09225.P01 date 09225103 ° 07131.V12 16 JANUARY 2006 D job number 2037.04 drawn by LE M checked by 1/2" JWB revisions I D7 COLUMN DETAIL A2.0 A8.6 3" = 1'-0" �r A.8 4 . , /R" 1 1/2 BQ KT7� COLUMN DETAIL A2.01 ne.s a' = r -o' 7 03300.A03 09225.P01 09225103 07131.V12 4 I.� I'. sheet title/contents i INTERIOR DETAILS k F 3 it -off drawing number O 119 2" 6to 12311 A " 8m6 sheet 00 of 1 k. ': .t t ., I , I Y vt� , t 10*01114 09225.PO1 09225.N0. (3/8") 09225. L03 5.2 06200.M11 09215.P03 09250.A03 06200.M11 5.2 09100.D03 X71 nni _ i imm nFT 011_ 09250.AO 06200.M11 07210.R2( 09250.AO1 091 OO.D0: 06200.M1' 091 OO.DO3 5 06200.MO 06200.MO d, t. NOTES: I f SHEET NOTES:k 1. FOR ARCHITECTURAL ABBREVIATIONS REFER TO DRAWING NUMBER G0.1 ROG10S, LOVELOCK & FRITZ, SIC. I f I MATERIAL NOTES: Architecture I . A €��Ineering DIV 3 CONCRETE Interior Design 03300.AO3 CONCRETE COLUMN 145 Lincoln Avenue f. 03300.GO2 GROUT SOLID P.O., Box »o Winter Park, Florida 32790-0780 DIV 4 MASONRY (407) 647-1039 Telefax 14071 629-9409 04200.D06 CMU 12" License Number AA C000664". DIV 6 WOOD AND PLASTICS License Number E9 0000629 I. C 06100.001 WOOD .BLOCKING project title 8 owner's name 06100.CO2 CONTINUOUS WOOD BLOCKING CATHOLIC DIOCESE 06200.MO1 WOOD TRIM 09225.PO1 06200.M05 DOOR TRIM OF ORLANDO 09225/03 06200.MO7 WOOD JAMB 07131.V12 06200.M11 ONE-PIECE WOOD BASE DIV 7 THERMAL AND MOISTURE PROTECTION 07131.V12 COMPOSITE, SELF -ADHERING SHEET MEMBRANE ALL SOULS WATERPROOFING CATHOLIC COMMUNITY] 07210.R20 BLANKET INSULATION I. 07920.QO1 JOINT SEALANT CHURCH- rBUILDNG 07920.Q02 BACKSTOP AND SEALANT $ANFORD, FLORIDA DIV 9 FINISHES 1/20' 09100.DO2 STEEL STUD 2 1/2 09100.DO3 STEEL STUD 3 5/8" 09100.DO4 STEEL STUD 6" 09100.DO6 STEEL STUD 4" 0921b.P03 GYPSUM VENEER PLASTER 09215.D12 HAT -SHAPED FURRING CHANNEL 09225/03 SELF -FURRING DIAMOND MESH LATH r` 09225.NO5 SAND FLOAT FINISH 09225.PO1 STUCCO 09250.AO1 GYPSUM BOARD, REGULAR 5/8" 09250.AO3 GYPSUM BOARD, WATER RESISTANT 5/8" C seal/signature Y: 04200.D06 0330O.GO2 JOHN H. ROGERS, No. 05179 09225.P01 date 09225103 ° 07131.V12 16 JANUARY 2006 D job number 2037.04 drawn by LE M checked by 1/2" JWB revisions I D7 COLUMN DETAIL A2.0 A8.6 3" = 1'-0" �r A.8 4 . , /R" 1 1/2 BQ KT7� COLUMN DETAIL A2.01 ne.s a' = r -o' 7 03300.A03 09225.P01 09225103 07131.V12 4 I.� I'. sheet title/contents i INTERIOR DETAILS k F 3 it -off drawing number O 119 2" 6to 12311 A " 8m6 sheet 00 of 1 k. �_ 0 C W 0 0 ,. .-. �, .a..4. a...-. k !Irlr)M) 1A11 0 rB2 COLUMN DETAIL A2.01 A8.7 3 _i -o 07210.R20 (3 1/2", R 09548.A03 06200.M01 2 x 12 06200.M01 na')r%n AM 104 rF2 BEAM DETAIL ,, 103 )014 A01 101 03 X01 101 101 3300.G02 17131.V12 3225103 9225.P01 �200.D06 �200.D05 91 A2.0 A8.7 3" = 1'-0" F4 COLUMN DETAIL A4.2 4 06100.001 ,,- 09250.A03 09225.P01 09225.N05 (3/801) 03300.G02 04200.D06 09215.D12 (7/811) 04200.D06 9 I C 1 NMI yjTM�- Fy7 Till p6 , I III .!LI. I I I :. �I 3 0 11 _ _ __ _ REFLECTED CEILING LEGEND: NOTES: � EXIT LIGHT 2'-0" x 2'-0" ACOUSTICAL SHEET NOTES: � TRACK LIGHT FIXTURE MATERIAL NOTES: CEILING UNITS 1. SPRINKLER HEADS TO BE CENTERED IN MIDDLE RECESSED OF WOOD PLANK DIV 9 FINISHES FLUORESCENT LIGHT FIXTURE 2. SPRINKLER HEADS TO BE CENTERED IN MIDDLE GYPSUM BOARD, INTERIOR OF CEILING TILES 09225.NO5 SAND FLOAT FINISH EMERGENCY LIGHT FIXTURE KEY NOTES: 09225.PO1 STUCCO FS SMOKE DETECTOR OPEN TO STRUCTURE ABOVE LINEAR WOOD CEILING SYSTEM 09250.AO1 GYPSUM BOARD, REGULAR 5/8" 2 �, PROVIDE 3 1 2 SOUND .BATT INSULATION lefslSUPPLY AIR DIFFUSER O / OVER WOOD PLANK AT CEILING CAVITY 09510.AO1 ACOUSTICAL CEILING UNITS 2' x 4' FLUORESCENT LIGHT z RETURN AIR REGISTER 3 14"x16" DECORATIVE FALSE WOOD BEAM 09510.PO1 ACCESS PANEL FIXTURE ® EXHAUST AIR REGISTER ® 10x12" DECORATIVE FALSE WOOD BEAM 09548.AO1 LINEAR WOOD CEILING, OPEN 09548.AO2 LINEAR WOOD CEILING, CLOSED 0 2' x 2' FLUORESCENT LIGHT 09548.AO3 FALSE WOOD BEAM FIXTURE ® REMOTE DIFFUSER ACCESS 0 INCANDESCENT LIGHT FIXTURE 9 SPRINKLER HEAD fio— RECESSED DIRECTIONAL LIGHT El 2'-0" x 2'-0" ACCESS FIXTURE PANEL ® STRIP FLUORESCENT LIGHT FIXTURE L K H G F E D C B A.8 A i I I . ....... . .. . ..... I I I I I I I i I 1 D C A 3 r drawing number 0 4' 8' 24' 1/811 = 1 1 _ O„ A9mo' Meet 00 of C) `a AL[ Q 10524.802 10800.1-102 N; A E 0 GENERAL Ed A8.01A13.0 1/4"=1 0" 311 10800.606 I --- I Ln co N IN WATE R CLOSET E I i t 2 3 CV e O O I 10800.001 10800.1306 T 3'-6" 01 1-011 10800.1307 10800.D07 10800.W13* *WHERE SHOWN 1 TYPICAL MOUNTING HEIGHTS A13.01/4'=110' e O I 0 LO 10800.1307 10800.1-103 10800.MO7 10800.D01 10800.D1 10800.D LAVATORY C) I I DRINKING FOUNTAIN 01 10800. W1; r NOTES: GENERAL NOTES: 1. MOUNTING HEIGHTS ARE TYPICAL UNLESS NOTED OTHERWISE. �y KEY NOTES: ROGERS, LOVELOCK FRITZ SIC. 33 1/2" TO BABY CHANGING SURFACE f MAXIMUM HEIGHT TO TOP OF FIRE EXTINGUISHER Architecture �kr 5-0" MINIMUM A Engineering interior Design r 145 Lincoln Avenue P.O Box 730 MATERIALS LIST: Winter Park, Florida 32790-0730;. (407) 847-1039 h' DIV 10 SPECIALTIES Telefax (407) 629-9409 10524.802 FIRE EXTINGUISHER CABINET License Number AA 0000564 License Number EB 0000829 10800.806 GRAD BAR, SS, 1 1/2 DIA, STRAIGHT,36" project title & owner's name 10800.1307 GRAD BAR, SS, 1 1/2 DIA, STRAIGHT,42" 10800.CO1 DIAPER CHANGING STATION, SURFACE MOUNTED CATHOLIC DIOCESE 10800.DO1 PAPER TOWEL DISPENSER, SURFACE MOUNTED, OF ORLANDO TYP 10800.DO7 TOILET TISSUE DISPENSER, SURFACE MOUNTED, TYP 10800.D10 SOAP DISPENSER, SURFACE MOUNTED, TYP 10800.H02 MOP AND BROOM HOLDER 10800.H03 ROBE HOOK, TYP ALL SOULS 10800.M07 GLASS MIRROR, 18"x36" 10800.W13 SANITARY NAPKIN DISPOSER, SURFACE CATHOLIC COMMUNITY MOUNTED, TYP ingi IQrf"-L& RIM FflRfr A ICI N, E W E .& 1 I:1 F, ELEVATI A8.0112.11 1/2" = 1'-0" �01 ROOM G3 L- fill 11-i I CN CD n LO 7 CORRIDOR TY - r CV 0 ori bCV 0 CD 5 7 0ir tk tip d NOTES:° } SHEET NOTES: a 1. REFER TO SHEET 16.11 FOR FINISH IDENTIFICATION. ROOM-%'LOVELOCK & FRITZ, WC. 2. ALL COLORS, FINISHES AND MATERIALS TO BE VERIFIED' BY OWNER. Architecture 3. REFER TO SHEET A8.0 FOR ENLARGED FLOOR PLANS / A Engineering MILLWORK LOCATIONS. 4. ADJUSTABLE SHELVES IN CABINETS TO BE Interior Design { PL -2 ALL SIDES. 145 Lincoln Avenue P.O. Box 730 I r a KEY NOTES: Winer Park, Florida 82790-0750 (407) 847-1039 �1 PL -2 Telefax 1407) 829-9409' C: 0 WD -1 License Number AA C000584 License Number EB 0000829 A , LEGEND: project title d owner's name RECEPTACLE, VERIFY LOCATION. CATHOLIC DIOCESE OF ORLANDO } ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA {' I p 4 AlOaan end Conrad, One. Structural Engineers j AR Miller Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture k' seal/signature a Cc, I? DEBRA LEE SELLERS, ID0003438 date 16JANUARY 2006 D lob number 2037.04 I drawn by c BLR checked by JWB revisions I. pp k I sheet title/contents MILLWORK ELEVATIONS F 1/2.,_1,_0., drawing number 0 1, 2' 4' 6' 1/2 11-01P 8 5 r CV 0 ori bCV 0 CD 5 7 0ir tk tip d NOTES:° } SHEET NOTES: a 1. REFER TO SHEET 16.11 FOR FINISH IDENTIFICATION. ROOM-%'LOVELOCK & FRITZ, WC. 2. ALL COLORS, FINISHES AND MATERIALS TO BE VERIFIED' BY OWNER. Architecture 3. REFER TO SHEET A8.0 FOR ENLARGED FLOOR PLANS / A Engineering MILLWORK LOCATIONS. 4. ADJUSTABLE SHELVES IN CABINETS TO BE Interior Design { PL -2 ALL SIDES. 145 Lincoln Avenue P.O. Box 730 I r a KEY NOTES: Winer Park, Florida 82790-0750 (407) 847-1039 �1 PL -2 Telefax 1407) 829-9409' C: 0 WD -1 License Number AA C000584 License Number EB 0000829 A , LEGEND: project title d owner's name RECEPTACLE, VERIFY LOCATION. CATHOLIC DIOCESE OF ORLANDO } ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA {' I p 4 AlOaan end Conrad, One. Structural Engineers j AR Miller Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture k' seal/signature a Cc, I? DEBRA LEE SELLERS, ID0003438 date 16JANUARY 2006 D lob number 2037.04 I drawn by c BLR checked by JWB revisions I. pp k I sheet title/contents MILLWORK ELEVATIONS F 1/2.,_1,_0., drawing number 0 1, 2' 4' 6' 1/2 11-01P 8 A 0 D E W IE I. 1 i I I I � L �Ikl 111 1 fI !i � I Iih . I 10" 10 10 4 3/4" 4 3/4" 6 10400. Q01 0* Ir 10400.DO1 16 0 3 0 �r ao 4 WOMEN.. 2 0 *— X141.1:::a: 3 AA 9 10400.AO7 rB-1 ROOM IDENTIFICATION. A6.0112.21 3 4-011 1/ 10" 9 1/2" MECHANICAL - ROOM CA l MEN 17-)10430. TO1 9 16 m NS )400.504 �,14411,X y+fi I r { r1 ( I —00 4 5 AO RESTROOM AC EXTERIOR DOOR — ROOM IDENTIFICATION CD A6.0112.21 3"=1'- 1' iD E� PREFERRED SIGN LOCATION ELEVATION 12.21112.21 3/4 =is-oll 1 2 ez ALTERNATE SIGN LOCA 10 9 1/2 C r fl a � 3 10400.SO4 `--ASSOCIATE— DIRECTOR SSOCIA DIRECTOR 10400.S02 16 10400.K03 BA B 4 ROOM IDENTIFICATION SIGNSof 3 4-011 � _ENATION I t4j, v Y rh NOTES: SHEET NOTES: 1. ALL COLORS, MATERIALS AND FINISHES TO BE VERIFIED BY OWNER. RO�RS, LOVELOCK & FRITZ, MIC. 2. SIGNAGE IS BASED ON SYSYETM 2/90 SIGN SYSYTEMS. 1 3. ALL CHARACTERS, LETTERS AND NUMERALS WILL BE HELVETICA MEDIUM FONT, UPPER CASE, UNLESS NOTED- Architecture OTHERWISE. A Engineering 4. CHARACTERS, LETTERS AND NUMERAL WILL BE TACTILE Interi®r Design (RAISED 1/32 INCH), OF CONTRASTING COLOR AND ACCOMPANIED BY GRADE 2 BRAILLE, AS NOTED. 145 Lincoln Avenue 5. ALL FASTENERS TO BE CONCEALED AND P.O. Box 730 VANDAL -RESISTANT. Winter Park, Florida 32790-0730 j 6. TEXT ON SIGN ELEVATIONS IS FOR EXAMPLE ONLY coon 847-103e CONTRACTOR SHALL VERIFY SIGNAGE CONTENT WITH Telefax (407) 829-9409 OWNER PRIOR TO FABRICATING SIGNS. 7. ALL EDGES TO BE FINISHED AND PAINTED. License Number AA C000504 8. FABRICATOR TO FIELD VERIFY ALL BUILT CONDITIONS License Number ES 0000828 AND DIMENSIONS PRIOR TO FABRICATION. 9. SIGN LOCATIONS TO BE VERIFIED WITH OWNER. project title d owner's name 10. REFER TO DOOR SCHEDULE, SHEET A6.0 FOR SIGN LOCATIONS. CATHOLIC DIOCESE OF ORLANDO KEY NOTES: �1 NOT USED. 20 5/8 INCH HIGH CHARACTERS, SYSTEM 2/90, ALL SOULS COLOR: 285 DURANDONIC �3 SIGN FACE. COLOR: SYSTEM. 2/90, COLOR: 222 BEIGE. CATHOLIC COMMUNITY CHURCH ISUILDING 4� 1/8 INCH REVEAL, SYSTEM 2/90, COLOR: 243 CAYENNE. SANFORD FLORIDA 0 SEE ELEVATION E1/12.21 FOR PREFERRED SIGN MOUNTING LOCATIONS AND MOUNTING HEIGHTS. © CLEAR ACRYLIC, FRISK AND BACK SPRAY 0 NOT USED. ® TEXT/GRAPHIC TO BE REVERSE SILKSCREEN. 9� GRADE 2 BRAILLE 10 GRAPHIC IMAGE COLOR: SYSTEM 2/90 Alia n and Conrad, Irflc. COLOR: 285 DURANDONIC. Structural Engineers }1 NOT USED. AR Miller Engineering, Inc. NOT USED. Civil Engineering 12 MAI Landscape Architects, Inc. 13 SEE ELEVATION E2/12.21 FOR ALTERNATE Landscape Architecture SIGN MOUNTING LOCATION. 14 LOCATE SIGN ON THE HINGE SIDE OF THE DOOR WHEN SIGNS CAN NOT BE MOUNTED ON THE STRIKE SIDE OF C THE DOOR. LOCATE SIGN IN THE CENTER OF THE DOOR seal/signature WHEN SIGN CAN NOT BE MOUNTED ON THE WALL. 15 NOT USED. 16 ALUMINUM FRAME, SQUARE EDGE, SYSTEM 2/90, - COLOR: 105 ANODIZED BRONZE. (JD SIGN PANEL COLOR: SYSTEM 2/90, COLOR; MATCH 105 ANODIZED BRONZE. T ° MATERIAL NOTES: DIV 10 SPECIALTIES 10400.AO7 ROOM IDENTIFICATION SIGN 10400.DO1 SILKSCREEN TEXT AND GRAPHIC DEBRA LEE SELLERS, ID0003438 10400.KO3 ALUMINUM SIGN FRAME data 10400.QO1 INTERNATIONAL PICTOGRAM SYMBOL, 6" FIELD 10400.S02 PAINTED PHOTOPOLYMER-PLAQUE, CHEMICALLY 16 JANUARY 2006 WELDED TO 3MMACRYLIC PANEL D job number 10400.SO4 CLEAR ACRYLIC, 1/8". REVERSE BACKSPRAY, FRISK 2037.04 10430.T01 PAINTED ETCHED ZINC WALL PLAQUE drawn by BLR checked by JM D revisions E sheet title/contents SIGNAGE ELEVATIONS 4" 0 8" 20" 40 60" 3/4"4-0"GRAPHIC SCALE 1 It 0 2" 5" 1011 15of drawing number 3"-1'-O" GRAPHIC SCALE 1:2021 8 7 8 sheet 00 of jj__. � 3 10400.SO4 `--ASSOCIATE— DIRECTOR SSOCIA DIRECTOR 10400.S02 16 10400.K03 BA B 4 ROOM IDENTIFICATION SIGNSof 3 4-011 � _ENATION I t4j, v Y rh NOTES: SHEET NOTES: 1. ALL COLORS, MATERIALS AND FINISHES TO BE VERIFIED BY OWNER. RO�RS, LOVELOCK & FRITZ, MIC. 2. SIGNAGE IS BASED ON SYSYETM 2/90 SIGN SYSYTEMS. 1 3. ALL CHARACTERS, LETTERS AND NUMERALS WILL BE HELVETICA MEDIUM FONT, UPPER CASE, UNLESS NOTED- Architecture OTHERWISE. A Engineering 4. CHARACTERS, LETTERS AND NUMERAL WILL BE TACTILE Interi®r Design (RAISED 1/32 INCH), OF CONTRASTING COLOR AND ACCOMPANIED BY GRADE 2 BRAILLE, AS NOTED. 145 Lincoln Avenue 5. ALL FASTENERS TO BE CONCEALED AND P.O. Box 730 VANDAL -RESISTANT. Winter Park, Florida 32790-0730 j 6. TEXT ON SIGN ELEVATIONS IS FOR EXAMPLE ONLY coon 847-103e CONTRACTOR SHALL VERIFY SIGNAGE CONTENT WITH Telefax (407) 829-9409 OWNER PRIOR TO FABRICATING SIGNS. 7. ALL EDGES TO BE FINISHED AND PAINTED. License Number AA C000504 8. FABRICATOR TO FIELD VERIFY ALL BUILT CONDITIONS License Number ES 0000828 AND DIMENSIONS PRIOR TO FABRICATION. 9. SIGN LOCATIONS TO BE VERIFIED WITH OWNER. project title d owner's name 10. REFER TO DOOR SCHEDULE, SHEET A6.0 FOR SIGN LOCATIONS. CATHOLIC DIOCESE OF ORLANDO KEY NOTES: �1 NOT USED. 20 5/8 INCH HIGH CHARACTERS, SYSTEM 2/90, ALL SOULS COLOR: 285 DURANDONIC �3 SIGN FACE. COLOR: SYSTEM. 2/90, COLOR: 222 BEIGE. CATHOLIC COMMUNITY CHURCH ISUILDING 4� 1/8 INCH REVEAL, SYSTEM 2/90, COLOR: 243 CAYENNE. SANFORD FLORIDA 0 SEE ELEVATION E1/12.21 FOR PREFERRED SIGN MOUNTING LOCATIONS AND MOUNTING HEIGHTS. © CLEAR ACRYLIC, FRISK AND BACK SPRAY 0 NOT USED. ® TEXT/GRAPHIC TO BE REVERSE SILKSCREEN. 9� GRADE 2 BRAILLE 10 GRAPHIC IMAGE COLOR: SYSTEM 2/90 Alia n and Conrad, Irflc. COLOR: 285 DURANDONIC. Structural Engineers }1 NOT USED. AR Miller Engineering, Inc. NOT USED. Civil Engineering 12 MAI Landscape Architects, Inc. 13 SEE ELEVATION E2/12.21 FOR ALTERNATE Landscape Architecture SIGN MOUNTING LOCATION. 14 LOCATE SIGN ON THE HINGE SIDE OF THE DOOR WHEN SIGNS CAN NOT BE MOUNTED ON THE STRIKE SIDE OF C THE DOOR. LOCATE SIGN IN THE CENTER OF THE DOOR seal/signature WHEN SIGN CAN NOT BE MOUNTED ON THE WALL. 15 NOT USED. 16 ALUMINUM FRAME, SQUARE EDGE, SYSTEM 2/90, - COLOR: 105 ANODIZED BRONZE. (JD SIGN PANEL COLOR: SYSTEM 2/90, COLOR; MATCH 105 ANODIZED BRONZE. T ° MATERIAL NOTES: DIV 10 SPECIALTIES 10400.AO7 ROOM IDENTIFICATION SIGN 10400.DO1 SILKSCREEN TEXT AND GRAPHIC DEBRA LEE SELLERS, ID0003438 10400.KO3 ALUMINUM SIGN FRAME data 10400.QO1 INTERNATIONAL PICTOGRAM SYMBOL, 6" FIELD 10400.S02 PAINTED PHOTOPOLYMER-PLAQUE, CHEMICALLY 16 JANUARY 2006 WELDED TO 3MMACRYLIC PANEL D job number 10400.SO4 CLEAR ACRYLIC, 1/8". REVERSE BACKSPRAY, FRISK 2037.04 10430.T01 PAINTED ETCHED ZINC WALL PLAQUE drawn by BLR checked by JM D revisions E sheet title/contents SIGNAGE ELEVATIONS 4" 0 8" 20" 40 60" 3/4"4-0"GRAPHIC SCALE 1 It 0 2" 5" 1011 15of drawing number 3"-1'-O" GRAPHIC SCALE 1:2021 8 7 8 sheet 00 of jj__. A M D E 0 O 06200.HO1 06200.NO2 06100.D3 I r ca N 06100.D34 06200.V10 06200.V03 06100.D34 B, WALL CABINET z.,, X5.0, 1-1/2 =11-011 06200.Ni 0620O.H 06100.1) 06100. D 71 i It 6200.NO2 O3 )6200:609 O4 )6200.P01 )6200.612 rD­1 BASE CABINET 12.11115.01 1-1/2 01=11= -On rF, RESTROOM A8.01115.01 1-1/2 $$=if= -0$1 IO.0O2 O IO.NO2 5 :OUNTER 1' x I i I a i c i � 4 5 7 I NOTES: SHEET NOTES: t 1. REFER TO SHEET 16.11 FOR FINISH IDENTIFICATION 2'-1" 06200.0O2 n3 AND MILLWORK FINISH LOCATIONS. 2. REFER TO SHEET 12.11 FOR MILLWORK ELEVATIONS. 1 06200.NO2 ROC�RS LOVELOCK &(RITZ, SIC. -p -- 06200.809 '/� CN Architectur®. A Engineering 06200.P01 KEY NOTES: Interior Design k g C 06100.D34 06100.D34 (D FINISHED FLOOR 145 Lincoln _Avenue P.O. Box 730 06200.612 06200.V03 2 RUBBER BASE Winter Park, Florida 32790-0750 06200.812 (40n 847-039 O PLASTIC LAMINATE (PL -2) ALL SIDES 06200.P01 Telefax (407) 829-9409 06200.V10 _ WOOD, STAINED (WD -1) COLOR TO BE VERIFIED WITH CLIENT ;n � License Number AA C000664 It / PLASTIC LAMINATE (PL -1) ALL SIDES. License Number EB 0000829 N �I - - - - - - - - r� project title & owner's name � II 0620o.NO2 (a) MATERIAL NOTES: 06200.V03 CATHOLIC DIOCESE I REF DIV 6 WOOD AND PLASTICS OF ORLANDO NIC I 06200.1309 06100.D34 ® 0610o.D34 WOOD NAILER 06200.B09 CABINET DOOR �O 06200.1310 CABINET DRAWER 06200.1312 CASEWORK PULL ALL SOULS 0620O.CO2 PLASTIC LAMINATE COUNTERTOP 1 06200.1-101 BACKSPLASH CATHOLIC COMMUNITY 06200.No2 PLASTIC LAMINATE 06200.Po1 PLYWOOD CHURCH BUILDING 0620o.V03 ADJUSTABLE SHELF SANFORD, FLORIDA 06200.V10 ADJUSTABLE SHELF STANDARD 133 WALL CABINETK�B5BASE CABINET 12.11 15.01 1-1/2"=11-011 12.11 15.01 1-1/2'=11_091 Allen and Conrad, Onc. Structural Engineers AIR Miller Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture 3 06200.NO23 06200.NO2 06200.CO2 �3 _1tt Q t_1tt 06200.H 2 01 06200.H01 2 06200.0O2 3� Goal/signature 06200.NO2 (D06200.1402 �3 CV a I 6200.1312 06100.D34 6 ,,200.1310 0610O.D34 .- 06200.612 06200.1312 06100.D34.. 06200.P01 06200.VO3 06200.1402 Ln oCD06200.VO3 �, -ol 06200.P01 CV 06200.V10 06200.V103 DEBRA LEE SELLERS, ID0003438 06200.1309(D 06200.1402 � date 06100.D34 06200.1309 (D 16 JANUARY 2006 06100.D34 D job number _ 2 -�0C142037.04 drawn by 3 KD3' BASE CABINET 12.11 115.01 1-1/2 =r -o• rD�5 BASE CABINET 12.11115.01 1-1/2"=1 off BLR checked by JWB revisions W C D M I � I 61 - - - ---- - LTJ_ �I 4 5 7 0 FINISH SCHEDLUE RM ROOM NAME FLOOR BASE WALLS CONCS CONCRETE, STAINED CP CARPET CT CERAMIC TILE EP EPDXY PAINT P PAINT CEILING PORCELAIN TILE REMARKS NO RB .RUBBER BASE VCT NORTH WD EAST WM SOUTH WCS WEST JM D MATERIAL HEIGHT GROUND FLOOR G01 EXTERIOR NARTHEX CONCS / WM-1 WD -1 P-1 P-1 P-1 P -L WCS-1 VARIES 4, 7, 8- G02 NARTHEX CONCS WD -1 P-1 P-1 P-1 P-1 WCS-1 VARIES 7, 10 G03 CORR CONCS WD -1 P-1 -- P-1 P-1 ACT -1/ P-1 10'-0/9'-0 6, 10 G04 M. TLT PCT -2 CT -1 CT -1,2 / P-1 CT -1,2 / P-1 CT -1,2 / P-1 CT -1,2 / P-1 P-5 8'-0 1, 10 G05 TOILET PCT -2 CT -1 CT -1,2 / P-1 CT -1,2 / P-1 CT -1,2 / P-1 CT -1,2 / P-1 P-5 8'-0 1, 10 G06 MULTI PUPOSE CP -1 / VCT -1,2 RB -1 P-1 P-1 P-1 P-1 ACT -1 10'-0 2, 3, 9 G07 RECON. CP -1 RB -1 P-1 P-1 P-1 P-1 ACT -1 9'-0 9 G08 PRIEST'S SACRISTY CP -1 RB -1 P-1 P-1 P-1 P-1 ACT -1 9'-0 9 G09 MECHANICAL ROOM CONC -- P-1 P-1 P-1 P-1 -- -- 9 G10 CORR CONCS WD -1 P-1 P-1 P-1 P-1 ACT -1/ P-1 10'-0/ 9'-0 6, 9 G11 JAN. CLOSET VCT -1 RB -1 P-1 P-1 P-1 P-1 P-5 -- 10 G12 COMM. VCT -1 RB -1 P-1 P-1 P-1 P-1 P-5 9'-0 9 G13 F. TLT. PCT -2 CT -1 CT -1,2 / P-1 CT -1,2 / P-1 CT -1,2 / P-1 CT -1,2 / P-1 P-5 9'-0 1, 10 G14 NAVE CONCS WD -1 P-1 P-1 P-1 P-1 WCS-1 VARIES 7, 8 G15 SIDE AISLE CONCS WD -1 -- -- P-1 P-1 P-5 10'-6 5, 8 G16 SIDE AISLE CONCS WD -1 -- P-1 P-1 -- P-5 10'-6 5, 8 G17 SHRINE CONCS WD -1 -- -- P-1 P-1 P-5 10'-6 8 G18 SIDE AISLE CONCS WD -1 -- -- P-1 P-1 P-5 10'-6 5, 8 G19 SHRINE CONCS WD -1 -- P-1 P-1 -- P-5 10'-6 8 G20 SIDE AISLE CONCS WD -1 -- P-1 P-1 -- P-5 10'-6 5, 8 G21 TRANS. CONCS WD -1 P-1 P-1 P-1 -- WCS-1 VARIES 5, 7, 8 G22 RAPT. CONCS WD -1 -- -- -- -- WCS-1 VARIES 7 G23 SIDE AISLE CONCS WD -1 P-1 P-1 -- -- P-5 10'-6 5, 8 G24 SHRINE CONCS WD -1 P-1 P-1 -- -- P-5 10'-6 5, 8 G25 SHRINE CONCS WD -1 P-1 P-1 P-1 -- P-5 10'-6 8 G26 SANCTUARY PCT -1 WD -1 P-1 -- -- -- WCS-1 VARIES 7 G27 TABERNACLE PCT -1 WD -1 P-1 P-1 -- P-1 WCS-1 VARIES 7, 8 G28 SIDE AISLE CONCS WD -1 P-1 -- -- P-1 P-5 10-6 5, 8 G29 SHRINE CONCS WD -1 P-1 -- -- P-1 P-5 10'-6 5, 8 G30 TRANS. CONCS WD -1 P-1 -- P-1 P-1 WCS-1 VARIES 7, 8 G31 SHRINE CONCS WD -1 P-1 -- P-1 P-1 P-5 10'-6 5, 8 G32 WORKING SACRISTY CP -1 RB -1 P-1 P-1 P-1 P-1 ACT -1 9'-0 2, 9 G33 CLOSET VCT -1 RB -1 P-1 P-1 P-1 P-1 ACT -1 9'-0 9 G34 TLT. PCT -2 CT -1 CT -1,2 / P-1 CT -1,2 / P-1 CT -1,2 / P-1 CT -1,2 / P-1 P-5 8'-0 1, 10 G35 SHELL SPACE CONC -- P-1 P-1 P-1 P-1 -- -- 9 G36 NOT USED -- -- -- -- -- -- -- -- G37 CORR. VCT -1 RB -1 P-1 P-1 P-1 P-1 ACT -1 9'-0 2, 9 G38 MECHANICAL ROOM CONC -- P-1 P-1 -- P-1 -- -- 9 G39 ELECTRICAL ROOM CONC -- P-1 P-1 P-1 P-1 -- -- 9 G40 ORGAN CHAMBER PCT -1 WD -1 P-1 P-1 P-1 P-1 -- -- 8 G41 ORGAN CHAMBER PCT -1 WD -1 P-1 P-1 P-1 P-1 -- -- 8 G42 MECHANICAL ROOM CONC -- P-1 P-1 P-1 P-1 -- -- 9 G43 I FAM. TOILET PCT -1 CT -1 CT -1,2 / P-1 CT -1,2 / P-1 CT -1,2 / P-1 CT -1,2 / P-1 P-5 8'-0 1, 10 G44 COMM CLOSET VCT -1 RB -1 P-1 P-1 P-1 P-1 ACT -1 9'-0 9 1 2 3 7 ABBREVIATIONS ACT ACOUSTICAL CEILING TILE CONC CONCRETE, SEALED CONCS CONCRETE, STAINED CP CARPET CT CERAMIC TILE EP EPDXY PAINT P PAINT PCT PORCELAIN TILE PL PLASTIC LAMINATE RB .RUBBER BASE VCT VINYL COMPOSITION TILE WD WOOD, STAINED TO MATCH WM WALK -OFF MAT WCS WOOD PLANK CEILING SYSTEM 91 REMARKS 1. TILE WALL TO BE CT -1 FROM FLOOR TO 4'-0", CT -2 FROM 4'-0" TO 4'-39', THEN BULLNOSE TRIM PIECE TO MATCH CT -1. PAINT WALL ABOVE BULLNOSE TO CEILING. 2. REFER TO SHEET 16.11 FOR MILLWORK FINISH LOCATIONS. 3. REFER TO F4/ A8.0 FOR FLOOR PATTERN. 4. REFER TO SHEET A2A FOR WALK OFF MAT DIMENSIONS. 5. PAINT COLUMS P-1. WOOD COLUMN BASE TO BE WD -1. 6. PAINT SOFFIT P-1 ALL SIDES. 7. WOOD PLANK CEILING SYSTEM BY RULON. 8. PAINT FINISH TO BE FLAT. 9. PAINT FINISH TO BE EGGSHELL 10. PAINT FINISH TO BE SEMI -GLOSS. GENERAL NOTES 1. ALL COLORS, MATERIALS, AND FINISHES TO BE VERIFIED BY OWNER PRIOR TO FABRICATION /INSTALLATION. 2. REFER TO SHEET A9A FOR CEILING MATERIAL LOCATIONS. 3. INTERIOR DOOR FRAMES TO BE PAINTED P -t, SEMI -GLOSS FINISH. • COLOR AND LOCATION / PLACEMENT OF ACCENT PAINT COLORS ON WALLS TO BE DETERMINED AND VERIFIED WITH THE OWNER 8 N '4 hi rA rh s ROGERS LOVELOCK & FRIT4 SIC. Architecture I A Engineering f' Interior Design 146 Lincoln Avenue P.O; Box 730 Winter Park, Florida 32790-0730 (407) 847-1039 Telefax (407) 629-9409 License Number AA C000684 47 License Number ES 0000829 ' I;. project title & owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA Aliaean and Conrad, Once Structural Engineers AIS M1110er Engineering, Inc. Civil. Engineering MAI Landscape Architects, Inc. Landscape Architecture Cseal/signature y; DEBRA LEE SELLERS, ID0003438 date 1 16 JANUARY 2006 D Job number 2037.04 drawn by B LR checked by JM D revisions sheet title/contents FINISH SCHEDULE drawing number 16E01 sheet 00 of I I I I ; I I a I i 9 i 1 , 61 �I 2 3 4 FINISH IDENTIFICATION INTERIOR FINISH MATERIALS: MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE TO IDENTIFY COLORS, FINISHES, TEXTURES AND PATTERNS. SUBJECT TO APPROVAL OF THE OWNER AND THE DESIGNER, PRODUCTS OF OTHER MANUFACTURERS WILL BE CONSIDERED, PROVIDED THEY ARE EQUIVALENT TO THE COLORS, FINISHES, TEXTURES AND PATTERNS LISTED BELOW, AND MEET THE REQUIREMENTS OF THE SPECIFICATIONS AND THE DRAWINGS. BASIS OF DESIGN: 1 2 3 5 ra 7 y �r R OGERS LOVELOCK FRITZ, NC. ALL COLORS, FINISHES AND FINISH LOCATIONS TO BE Architecture � Engineering WNER PRIOIR TO PURCHASE / INSTALLATION VERIFIED BY O Interior Design g 146Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 347-1039 Telefax (407) 829-9409 License Number AA C000504 License Number EB 0000329 project title & owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING- SANFORD, FLORIDA Allan and Conrad, Onc. Structural Engineers AR Miller Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/signature DEBRA LEE SELLERS, ID0003438 date 16 JANUARY 2006 D job number 2037.04 drawn by 13LR checked by JMD revisions sheet title/contents FINISH IDENTIFICATION F drawing number 16mil 8 sheet 00 of ACT -1 ACOUSTICAL CEILING TILE, ARMSTRONG, ULTIMA TILE & LAY -IN, FINE TEXTURE, #1911, 24 X 24 X 3/4 INCH, BEVELED TEGULAR LAY -1N, NRC:0.70, CAC: 35. COLOR: WHITE. PRELUDE XL 15/16 INCH EXPOSED TEE SYSTEM, COLOR: WHITE (WH). CONCS CONCRETE STAINED TO MATCH DAL TILE LA COST COLOR BODY PORCELAIN TILE, COLOR: LC04 RUST (COLOR MATCH IS NOT SPECIFIC). CONCRETE STAIN COLOR TO BE VERIFIED WITH CLIENT AND ARCHITECT. SAMPLE OF CONCRETE STAIN COLOR TO BE SUBMITTED FOR VERIFICATION AND APPROVAL PRIOR TO APPLICATION. (OWNER TO VERIFY COLOR). CP -1 CARPET, MONTEREY, STYLE: 1050 ALPACA, COLOR: 00795 MISTY BLUE, 100% DUPONT ANTRON LEGACY NYLON, LOOP PILE -TIP SHEARED, BROADLOOM. (OWNER TO VERIFY FINISH COLOR AND LOCATION). CONCS CONCRETE STAINED (AND SEALED) TO MATCH DAL TILE LA COST COLOR BODY PORCELAIN TILE, COLOR: LC04 RUST (COLOR MATCH IS NOT SPECIFIC).CONCRETE B STAIN COLOR TO BE VERIFIED WITH CLIENT AND ARCHITECT. SAMPLE OF CONCRETE STAIN COLOR TO BE SUBMITTED FOR APPROVAL PRIOR TO APPLICATION. CT -1 CERAMIC TILE, WALL TILE, DALTILE, GOLD RUSH, GLAZED WALL TILE, SIZE: 6 x 6 INCH. COLOR: 5208 GOLD NUGGET. PROVIDE BASE AND TRIM PIECES TO MATCH. EPDXY MORTAR AND GROUT. GROUT COLOR TO MATCH: CUSTOM BUILDING PRODUCTS, 122 LINEN. CT -2 CERAMIC TILE, ACCENT WALL TILE, DALTILE, FESTIVA, GLAZED WALL TILE, SIZE: 3 X 6 INCH. COLOR: QF42 WILLOW. EPDXY MORTAR AND GROUT. GROUT COLOR TO MATCH: CUSTOM BUILDING PRODUCTS, 122 LINEN. P-1 PAINT (FIELD COLOR), BENJAMIN MOORE, COLOR: 915 CAMEO WHITE. REFER TO FINISH SCHEDULE FOR PAINT TYPE. P-2 PAINT, (ACCENT COLOR), BENJAMIN MOORE, COLOR: 719 HEMLOCK. REFER TO FINISH SCHEDULE FOR PAINT TYPE. P-3 PAINT, (ACCENT COLOR), BENJAMIN MOORE, COLOR: HC 136 WATERBURY GREEN. REFER TO FINISH SCHEDULE FOR PAINT TYPE. P-5 PAINT, (CEILING), BENJAMIN MOORE, COLOR: 1-02 SUPER WHITE. REFER TO FINSH SCHEDULE FOR PAINT TYPE. PCT -1 PORCELAIN TILE, FLOOR TILE, DALTILE, LANDSCAPE COLOR BODY PORCELAIN TILE, SIZE: 12 X 12 INCH, COLOR: LS03 DELFI, UNPOLISHED. LATEX PORTLAND CEMENT MORTAR AND GROUT. GROUT COLOR TO MATCH: CUSTOM BUILDING PRODUCTS, 156 FAWN. TILE ON STAIR TREADS TO BE TEXTURED PER SPECIFICATION. PCT -2 PORCELAIN TILE, FLOOR TILE, DALTILE, LA COSTA COLOR BODY PORCELAIN TILE, SIZE: 12 X 12 INCH, COLOR: LC04 RUST. LATEX PORTLAND CEMENT MORTAR AND GROUT. GROUT TO MATCH: CUSTOM BUILDING PRODUCTS, 50 NUTMEG. C PL -1 PLASTIC LAMINATE, WILSONART, COLOR: BRAZILIAN TOPAZ, 4584-07, MATTE FINISH. PL -2 PLASTIC LAMINATE, NEVAMAR, COLOR: OCHRE TEMPERA, TM 2001T, MATTE FINISH. RB -1 RUBBER BASE, JOHNSONITE, 4 INCHES COVED, 1/8 INCH GAUGE, COLOR: 72 HARBOUR. VCT -1 VINYL COMPOSITION TILE, ARMSTONG, IMPERIAL TEXTURE STANDARD EXCELON, COLOR: 51942 CURRIED CARAMEL, SIZE: 12 X 12 INCHES, GAUGE: 1/8 INCH. VCT -2 VINYL COMPOSITION TILE, ARMSTRONG, IMPERIAL TEXTURE STANDARD EXCELON, COLOR: 51884 GREENERY, SIZE: 12 X 12 INCH, GAUGE: 1/8 INCH. VCT -3 VINYL COMPOSITION TILE, ARMSTRONG, IMPERIAL TEXTURE STANDARD EXCELON, COLOR: 51814 POMEGRANATE RED, SIZE: 12 X 12 INCHES, GAUGE: 1/8 INCH. WD -1 WOOD, SATIN FINISH, STAIN TO MATCH OWNERS SAMPLE. WM-1 WALK -OFF MAT, SURFACE MOUNTED, C/S ACROVYN, PEDIMAT # M1 -D -CP -SM, CARPET TREAD INSERT #9305 EXPRESSO, SURFACE MOUNT INTEGRATED VINLY EDGE. WCS-1 WOOD PLANK CEILING SYSTEM BY RULON, WOOD STAIN TO BE VERIFIED BY OWNER PRIOR TO FABRICATION AND INSTALLATION. REFER TO SPECIFICATIONS FOR CEILING SYSTEM TYPES. MISCELLANEOUS: MILLWORK: G06 MULTI-PURPOSE ROOM: CABINETS BELOW: WD -1 CABINETS ABOVE: WD -1 COUNTERTOPS: PL -2 G32 WORKING SCARISTY: CABINETS BELOW: WD -1 CABINETS ABOVE: WD -1 COUNTERTOPS: PL -2 G37 CORR.: CABINETS BELOW: WD -1 COUNTERTOPS: PL -2 G04 M.TLT, G13 F. TLT: TOILET PARTITIONS: PL -1 COUNTERTOPS: PL -1 DOORS: INTERIOR DOOR FRAMES TO BE PAINTED P-1 WOOD DOORS: WD -1 INTERIOR SIGNAGE: SIGN FACE / FRAME: SYSTEM 2/90, COLOR: 222 BEIGE SIGN REVEAL: SYSTEM 2/90, COLOR: 243 CAYENNE TEXT / GRAPHIC COLOR: 285 DURANDONIC EXTERIOR SIGNAGE: SIGN TYPE AND COLORS TO BE DETERMINED AT A LATER DATE. EXTERIOR COLORS: TO BE SELECTED BY ARCHITECT 1 2 3 5 ra 7 y �r R OGERS LOVELOCK FRITZ, NC. ALL COLORS, FINISHES AND FINISH LOCATIONS TO BE Architecture � Engineering WNER PRIOIR TO PURCHASE / INSTALLATION VERIFIED BY O Interior Design g 146Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 347-1039 Telefax (407) 829-9409 License Number AA C000504 License Number EB 0000329 project title & owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING- SANFORD, FLORIDA Allan and Conrad, Onc. Structural Engineers AR Miller Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/signature DEBRA LEE SELLERS, ID0003438 date 16 JANUARY 2006 D job number 2037.04 drawn by 13LR checked by JMD revisions sheet title/contents FINISH IDENTIFICATION F drawing number 16mil 8 sheet 00 of E i 2 A) GENERAL IDENTIFICATION ��-EQUIPMENT TYPE 8.1"- EQUIPMENT MARK SCHEDULE REFERENCE PDI -A WATER HAMMER ARRESTER MARK '*�PLUMBING DRAINAGE INSTITUTE WATER HAMMER ARRESTER SIZE 0.0 RISER CONTiNUATiON MARK POINT OF CONNECTION BETWEEN NEW AND EXISTING CONSTRUCTION G POINT OF REMOVAL -DEMOLITION (E) EXISTING EQUIPMENT/PIPING DESIGNATION ABBREVIATIONS ABB DESCRIPTION ABB DESCRIPTION AC AIR COMPRESSOR I HVAC 7 8 ABBREVIATIONS ABB DESCRIPTION ABB DESCRIPTION AC AIR COMPRESSOR I HVAC HEATING/VENTILATING/AIR CONDITIONING. AD AREA DRAW ' HW HOT WATER AFF ABOVE FINISHED FLOOR HWR HOT WATER RETURN AUTO AUTOMATIC INV INVERT BCW BOOSTED COLD WATER , JS JANITOR'S SINK BFF BELOW FINISHED FLOOR LAV LAVATORY BFP BACKFLOW PREVENTER LVL LEVEL BHW BOOSTED HOT WATER MAX. MAXIMUM BLV BALANCING VALVE MED MEDICAL BSMT BASEMENT MIN MINIMUM BT BATH TUB ' MX MIXING VALVE BV BALL VALVE ', (N.C.) NORMALLY CLOSED BWV BACKWATER VALVE (N.O.) NORMALLY OPEN CA COMPRESSED AIR NPT NATIONAL PIPE TREAD CAI COMPRESSED AIR INTAKE PB PRESSURE BOOSTER CAP CAPACITY PDI PLUMBING DRAINAGE INSTITUTE CD CONDENSATE WASTE PRESS. PRESSURE CFM CUBIC FEET PER MINUTE PRV PRESSURE REDUCING VALVE CGA COMPRESSED GAS ASSOCIATION PSI POUNDS PER SQUARE INCH CO CLEANOUT PV PLUG VALVE CONN CONNECTION PNB PLUMBING WALL BOX CONT CONTINUATION RD ROOF DRAIN CV CHECK VALVE REF REFERENCE CW COLD WATER REG REGULATING DEPT DEPARTMENT READ REQUIRED DN DOWN RPM ROTATIONS PER MINUTE DRN DRAIN RW RAINWATER DWG DRAWING SAN SANITARY EA EACH SCW SOFT COLD WATER ECO EXTERIOR CLEANOUT SH SHOWER ELEC ELECTRIC SP SUMP PUMP ELEV ELEVATION SQ SQUARE EWC ELECTRIC WATER COOLER SRW SECONDARY RAINWATER FCO FLOOR CLEANOUT STR STRAINER FD FLOOR DRAIN TEMP TEMPERATURE FFE FINISHED FLOOR ELEVATION TP TRAP PRIMER fLR FLOOR TW TREATED WATER FM FORCE MAIN V VENT FS FLOOR SINK VTR VENT THROUGH ROOF FVT FLUSH VALVE TRANSFORMER W WASTE G GAS W/ WITH GAL GALLON WC WATER CLOSET GN GATE VALVE WCO WALL CLEAN OUT GV GLOBE VALVE WH WATER HEATER HB HOSE BBB WHA WATER HAMMER ARRESTER HD HUB DRAIN WHY WALL HYDRANT HP HORSE POWER WM WATER METER .� r f{{ Ijtp`Y r �. 4q, rh 1r�? Zig J,T {y i .d? jl y Ik ROGERS, LOVELOCK & FRITZ INC.Alk', f Architecture G; A Engineering Interior Design , of 146 Lincoln Avenue P.O. Box 730 Winter Parka Florida 32790-0780 I, (407) 847-1089 Telefax (407) 629-9409 ' License Number AA C000664 License Number EB 0000629 project titler & owners name CATHOLIC DIOCESE OF ORLANDO sheet title/contents PLUMBING SYMBOLS AND ABBREVIATIONS PLUMBING SYMBOLS PIPING VALVES SANITARY OR WASTE PIPING ABOVE PLUG VALVE 2 3 GRADE/SLAB —� r�--- 7 8 BALL VALVE — SANITARY OR WASTE PIPING BELOW GRADE/SLAB BUTTERFLY VALVE -------- VENT PIPING ><— GATE VALVE – COLD WATER PIPING �— GLOBE VALVE HOT WATER PIPING � PRESSURE REDUCING VALVE — HOT WATER RETURN PIPING moi^— MANUAL BALANCING VALVE G GAS PIPING ABOVE GRADE/SLAB �I � CHECK VALVE — —G— — GAS PIPING BELOW GRADE/SLAB �'— STRAINER —� BACKWATER VALVE HOSE BIBS � WALL HYDRANT (FREEZEPROOF) SPECIALTIES FITTINGS � FLUSH VALVE TRANSFORMER C RISER DOWN (ELBOW) � HOT WATER MIXING VALVE RISER UP (ELBOW) OR � FLOOR SINK RISE OR DROP 00 OR FLOOR DRAIN/HUB DRAIN --{� BRANCH TOP CONNECTION OR ROOF DRAIN/AREA DRAIN/DECK DRAIN '� BRANCH BOTTOM CONNECTION Q ROOF DRAIN UNION HUB DRAIN ] CAP VENT THROUGH ROOF --moi CLEANOUT � i FLOW (IN DIRECTION OF ARROW) � FLOOR/EXTERIOR CLEANOUT %c BOOR PENETRATION DUCTWORK DAMPER LOCATION .� r f{{ Ijtp`Y r �. 4q, rh 1r�? Zig J,T {y i .d? jl y Ik ROGERS, LOVELOCK & FRITZ INC.Alk', f Architecture G; A Engineering Interior Design , of 146 Lincoln Avenue P.O. Box 730 Winter Parka Florida 32790-0780 I, (407) 847-1089 Telefax (407) 629-9409 ' License Number AA C000664 License Number EB 0000629 project titler & owners name CATHOLIC DIOCESE OF ORLANDO sheet title/contents PLUMBING SYMBOLS AND ABBREVIATIONS 2 3 4 5 7 8 .� r f{{ Ijtp`Y r �. 4q, rh 1r�? Zig J,T {y i .d? jl y Ik ROGERS, LOVELOCK & FRITZ INC.Alk', f Architecture G; A Engineering Interior Design , of 146 Lincoln Avenue P.O. Box 730 Winter Parka Florida 32790-0780 I, (407) 847-1089 Telefax (407) 629-9409 ' License Number AA C000664 License Number EB 0000629 project titler & owners name CATHOLIC DIOCESE OF ORLANDO sheet title/contents PLUMBING SYMBOLS AND ABBREVIATIONS 0 H114 A 10 W 1 L. 2 3 Rq, 170M V 4 5 V 5 0 4' 80 24' %%M:MMWMWM7 1/8 is = 10-000 a7 5 7 8 NOTES: Architecture � ilii A Engineering SHEET NOTES: Interior Design A10an and Conrad, Onc. 1. REFER TO DIVISION 15 SPECIFICATIONS FOR ALL Structural Engineers PIPING CONSTRUCTION AND, INSTALLATION .......... ....... . .... .. . .. ....... . .......... AR I M110er Engineering, Inc. REQUIREMENTS. P.O. Box 730 Civil Engineering 2. REFER TO TYPICAL DETAIL 'SHEETS FOR ADDITIONAL H T ......................... .... (407) 847-1039 VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS, .......... ...... ....... .......... . .............. .. .............. . .............. . . . ................ . ........ . .. Telefax (407) 829-9409 AND ASSEMBLY DETAILS. .......... C 3. PIPING LOCATIONS SHOWN ARE SCHEMATIC. REFER ............ TO SPECIFICATIONS FOR OP DRAWING AND L- COORDINATION DRAWING REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION OF PIPING UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT THE SITE. 4. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE k P GENERAL CONSTRUCTION SUBSTRATES FOR T_ MAINTENANCE AND ADJUSTMENT OF ALL CONCEALED N N VALVES, FLOW CONTROL DEVICES AND EQUIPMENT. . . . . . . ........ REFER TO SPECIFICATIONS.'WOOD, GYPSUM DRYWALL 1777,7::11"'."� . ....... . ........ . ..... ........ .. AND CONCEALED PLINE TILE ARE . ... .... . ..... CONSIDERED NONSACCESSIBLE,CEILINGS 5. PROVIDE FIRE RATED SLEEVES FOR PIPING D Job number PENETRATIONS THROUGH RATED ASSEMBLIES. 2037.04Ifi COORDINATE WITH LIFESAFETY PLANS. REFER TO II I TYPICAL PIPE SLEEVE DETAILS. .... .. . . ...... ................... KEY NOTES: ............ ....... . ....... TCC 1 CW BELOW GRADE. REFER TO SHEET P2.0 ........... . . . . . . . ........... ................. . . . ............... . . ........... ..... . ................... .. --- ------ I ........... - ---- - FOR CONTINUATION. chocked by M J T HVAC PIPING BELOW GRADE. revisions nr 1" HVAC MAKE-UP WATER. 1"CW BELOW GRADE. pr 1"CW UP. REFER TO F4/M1.4 FOR: PIPE SUPPORT DETAIL. ....................................... . ....... .... . . . . . . . . ..... .................. .. . ............................ . ......... .......... . ... ........................... - ....... .... .. .. ....... .... 5 0 4' 80 24' %%M:MMWMWM7 1/8 is = 10-000 gt. ULM IraUKPf a2�,I pp�r y' ROGERS, LOVELOCK & 'FRITZ, INC. 7 gt. ULM IraUKPf a2�,I pp�r y' ROGERS, LOVELOCK & 'FRITZ, INC. A$rF, pY Architecture � ilii A Engineering 5, Interior Design A10an and Conrad, Onc. Structural Engineers 145 Lincoln Avenue AR I M110er Engineering, Inc. P.O. Box 730 Civil Engineering Winter Park, Florida 32700-0730 MAI Landscape Architects, Inc. (407) 847-1039 Landscape Architecture Telefax (407) 829-9409 License Number AA C000564 License Number EB 0000029 project title & owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS B CATHOLIC COMMUNITY xw CHURCH BUILDN SANFORD, FLORIDA (1111,111'1k sheet title/contents PLUMBING SITE PLAN pY � ilii A10an and Conrad, Onc. Structural Engineers AR I M110er Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/signature k P tl N N STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006,x' D Job number 2037.04Ifi drawn by TCC chocked by M J T jj revisions nr pr E (1111,111'1k sheet title/contents PLUMBING SITE PLAN I UV E1�11 A41 A,, [A 2 3$ 10 V WHY -1 P2.0 M1 2" hj 't IL 1A 1�1 11-illu ------ - -------- 2 (: Q P N M L SHEET NOTES: KEY NOTES: 1. REFER TO DIVISION 15 SPECIFICATIONS FOR ALL 5. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE 6"SAN BELOW GRADE. I.E. = 22.40'. 4 YV UP TO 3"VTR. 5cS GENERAL CONSTRUCTION SUBSTRATES FOR 7 8 CONTINUATION. NOTES: REQUIREMENTS. MAINTENANCE AND ADJUSTMENT OF ALL CONCEALED SHEET NOTES: KEY NOTES: 1. REFER TO DIVISION 15 SPECIFICATIONS FOR ALL 5. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE 6"SAN BELOW GRADE. I.E. = 22.40'. (D YV UP TO 3"VTR. PIPING CONSTRUCTION AND INSTALLATION GENERAL CONSTRUCTION SUBSTRATES FOR REFER TO CIVIL SHEETS FOR CONTINUATION. REQUIREMENTS. MAINTENANCE AND ADJUSTMENT OF ALL CONCEALED (j) DOMESTIC WATER PIPING ABOVE SLAB. VALVES, FLOW CONTROL DEVICES AND EQUIPMENT. 4"SAN BELOW GRADE. I.E. = 24.00'. 2. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL REFER TO SPECIFICATIONS. WOOD, GYPSUM DRYWALL REFER TO CIVIL SHEETS FOR CONTINUATION. (a) ICEMAKER CONNECTION. VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS, AND CONCEALED SPLINE TILE CEILINGS ARE AND ASSEMBLY DETAILS. CONSIDERED NON -ACCESSIBLE. 3"CW BELOW GRADE. REFER TO CIVIL 10 1" CW BELOW GRADE. REFER TO SHEET SHEETS FOR CONTINUATION. P1.1 FOR CONTINUATION. 3. PIPING LOCATIONS SHOWN ARE SCHEMATIC. REFER 6. PROVIDE FIRE RATED SLEEVES FOR PIPING TO SPECIFICATIONS FOR SHOP DRAWING AND PENETRATIONS THROUGH RATED ASSEMBLIES. 2"CW BELOW GRADE. REFER TO CIVIL 11 MECHANICAL ROOM FIFE = 27.33'. COORDINATION DRAWING REQUIREMENTS. DO NOT COORDINATE WITH LIFESAFETY PLANS. REFER TO SHEETS FOR CONTINUATION. PROCEED WITH INSTALLATION OF PIPING UNTIL TYPICAL PIPE SLEEVE DETAILS. (12 4"SAN A YV UP TO 3"VTR. APPROVED SHOP DRAWINGS ARE AVAILABLE AT DRYWELL. REFER TO DETAIL B5/P8.2. THE SITE. 7. DOMESTIC WATER PIPING INDICATED IS BELOW SLAB 13 4"SAN DN, 2"V UP TO 2"VTR. UNLESS NOTED OTHERWISE. 2"V UP TO 2"VTR. 4. FINISHED FLOOR ELEVATION IS 28.00' UNLESS 14 SET BALANCING VALVE AT 10 GPM. NOTED OTHERWISE. K i H G F E D C rF5*� P2.0 I P5.1 1 2 3 2 D 3" 21 R cr Fa ROCKERS, LOVELOCK & FRITZ NC. .......... Architecture AEngineering Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 847-1039 ............. Telefax (407) 829-9409 License Number AA C000564 License Number EB 0000829 OrsA m project title & owner's name it k$, CATHOLIC DIOCESE i4'a' OFORLANDOi. A Sid ALL SOULS B CATHOLIC COMMUNITY CHURCH "BUL-DING 1 SANFORD, FLORIDA 'Nii ,.R Allan and Conrad, Inc. Structural Engineera 2.4 AR Miller Engineering, Inc. 3 Civil Engineering rF5\ MAI Landscape Architects, Inc. P2.0 P6.1 Landscape Architecture I �R, -1-1/4 C 2 seal/signature -7 5 cS 7 �A -EWC-1 -1 /4" 0 a Am [A A 2 3 4 5 7 8 2 IL211m 2" IN, 2 ECO 2 < FS -1 4" 411 2 1 S-1 411 / : 11 ff— �3» 4 3 > 311` - 2" 311 Ile2I / < lo, L-2 WC -2 411 FCO 4" 2 not 1-% 41 N. N. 2- 2" I` —2" 2 S-3 1 11 2 2" I00--� 211 it'�21' TO DRYWELL—""' oz SANITARY RISER DIAGRAM P2.0 I P5.1 NOT TO SCALE FS -1 2 to 1 < 2 N, N. 2 N, N, 3"VTR 211 2,1M N. 3" of ! 01 > N%l 3 10 lo, 2 of of 00.- of 2" 3 2 2 of WC -2 11 1 401 ECO 3 of WC -1I T I it FS -1 of 3"VTR 4 + 3 2"VTR < 2 .0 2" to 1 1%. -, ��� 4" 2 2"��6 to N. 3" 4 0-V WC -1 T 1�1 1-1 IN 3 we% %-, 3" to 211 331 to 3 e N, 6" to FD—�� WC -1 2 of I 000"L > 3" 2 4" j�3FS L" to '*> WC—1 —1 2 2- C-2 4 4" 1-1 >oo' 2 to 1 .11 , $-"-3 N, 3" r> 100, 411 "�< I.-, '4�FS-1 !I>- 1 6" 4" 2 L-2 olo, INC -1 IN. 2" L-1 Z!�` 4 to 3 to WC— IN, FD IL 1 4� op --i 1 1 —2" 4'> 111 2 to L-1 2 4'3 S-1 I WC—1 01 N, I >-I'lo, 4" WC— 1 211 > FCO L— 1. 1 Ll� < S-2 01 4" > 3 .0 10 11 419 2" > 2" 2 of " 311VTR 4 I L 3" 3" o, EWC-1 311 v�� 00 211 i `\ 2„ 2„ " 2 3"— > / 4 N. WC -2 2 2" 4`� 2" UR -2 L-2 IS 00 0, 00 01 0 of L-2 2 2 > e)"VTR FD -1 2"VTR -I' , " 4 L-1 01 loe .00 FS -1 to JIL 2 211 00 100, 10 > it 3" 00 41# 4" ool Ile 2" K 7-2o 1 2" —2- 2" 4 4" 2 2 EWC-1 i-2 > L-2 2 I 411 I ��00000,.,-, 2 op .0 oo FCO 411 —2 4" 2" WC -2 it -:�� i4" 1---� 4 S-1 > 2" 0o��__4• 2" 1 2 3 N L 14 *-9 F'51 SANITARY RIS P2.01P5.1 NOT TO SCALE Pic 7 E�141 L iyy ROCKERS, LOVELOCK & FRITZ, INC. C Architecture A Engineering Interior Design M 145 Lincoln Avenue R P.O. Box 730 Winter Park, Florida 32790-0730 44! (407), 847-1039 Telefax (407) 629-9409 License Number AA 0000684 License Number EB 0000829 project title & owner's name CATHOLIC DIOCESE OF'ORLANDOaM ALL SOULS B CATHOLIC COMMUNITY CHURCH BUILDING,_:_ "K ISANFORD, FLORIDA 2 rel kg A10an and Conradll Onc. Structural Engineers AR Mi ler Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/signature Ea I chocked by MJT 5 6t revisions a rl STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 ;� D job number 2037.04 drawn by TCC chocked by MJT 5 6t revisions ,p 10 U AS NOTED drawing number ■ shoot 00 of u K, m Xt 0 HVAC MAKE—UP WATER--,,". 1" BFP P.2 1 41 -1 4 5 WHY -1 HB -1 / 1„ol 1-1 /2" 1-1 /2 1-1/4 1/2" L-2 WHY -1 3/4 3/4 S-3 1/2 1/2 N, < " ol rc-3"\ DOMESTIC WATER RISER DIAGRAM WHY -1 PDI—C P2P1.1 P6.1 NOT TO SCALE 3/4„1-1/211 .0 WC -2 1/2" FD -1 WC -1 2 Wc_i wc<—, 2" 1/2 wc,7-1�"',_ 2 WC -1 WC -2 PDI—C L-2 1-1/4- N, 1/2 FD -1 2 t�� 1-1/4» WC > Wc_ 1 1_1/2„ 2" N, 3/4 L-1 1/2" WC -1 WC—1 2 2 2 L-1 WC -1 1/2" 1/2 1/2 2" L 1 INS L-1 TP \ � 2" 1/2 1/2' 3 1-1/4" EWC-1 1-1/4 WC -2z PDI—B —� / //� 2-1/2" 1-1/2 WC -1 2/� 1-1/4 UR 1 TP L-2 UR -2 ,2% PDI—A 3/4 — 1/2- L-1 Ilool FD—1 UR 2" —1 TP 2 UR -2 FD -1 L 2 L-2 lo, 2,. 3/4" /� WC -2 1/2- EWC-1 'o .1 ol ol .1 1/2 <2" L-2 11-1 1— 1 /4" 1/2 000- PDI—A 1 /4" HB -1 1/2 1 1-1/4 —1/4 2" S-1 1/2" 1-, 1-1/4 3/4" BFP 1" /� -11 P.1 j� 1/2 WHY-1� 1„ //� 1/2" 1-1/4 3/, —3 4 4 1r)" IIN P2rF5�6DOMESTIC WATER RISER DIAGRAM .01 P.1 NOT TO SCALE 3 m PR hi I 141 i; Cl i E 1 t I I I I. I I I I C I L l VIII IL ! - --- -- ----. -- - _ - ----- �---- ---- ---�--1-1 U . I -L III 2 3 4 VTM 1 LR %jLVJL I UMRRILR /-3/4"COLD WATER LINE SIDE VIEW WALL FACE URINAL CARRIER FINISHED FLOOF TYPICAL CARRI P8.11 P8.1 NOT TO SCALE FREEZELESS CLOSE COUPLED WALL HYDRANT WITH APPROVED VACUUM BREAKER -BACKFLOW PREVENTER, TEE KEY, CHROME FINISH. FINISHED FLOOR FRONT VIEW K oz_ WALL HYDRANT DETAIL P8.1 I P8.1 NOT TO SCALE SEALING AND ANCHORING COLLAR CENTER PIPE IN SLEEVE - 1� SEAL SLEEVE WITH SEALANT STANDARD WEIGHT �! v 1 'COAT EXTERIOR STEEL PIPE -° ° SURFACES WITH ANCHORED IN - - TAR COMPOUND PLACE BACK UP MATERIAL EXTERIOR WALL rid r 1 ¢ r nF p ..tea•. �.� . � ,.: ,. �,....�, All :: � d °�i?'kJ�d, i�2 r?���f,,.» Mw+w�ty,!�Yyyfy h �YFawnwti l(sr�' . ..,. ,. ., -.... 1 f5 tt%Yk f,err,�ly�`'rYk�J7yd'�p.Y:,PfPfluu;;°° �•'r i; rT FINISHED WALL CARRIER LAVATORY --\BEARING 1/2' CW & HW _ _ _ PLATE SUPPLIES WITH STOP. INSULATE CW & HW SUPPLIES. 1-1/4- WASTE & "P" TRAP INSULATED BLOCK FINISHED BASE FLOOR PLATES TAILS FINISHED FLOOR FLOOR STRAINER, FLUSH p D i A 1/2" TRAP PRIMER TAPPING IF REQUIRED i DRAIN LINE CAST IRON BODY, 7" DIA. TO "P" TRAP STRAINER, STAINLESS STEEL 01 FLOOR DRAIN P8.11 P8.1 NOT TO SCALE TERMINATED SLEEVE (LUSH WITH FINISHED WALL SURFACES. SEAL OR CAULK SLEEVES THRU FIRE WALLS IN A SMOKE TIGHT MANNER, WITH FIRE STOP MATERIAL. PIPE AND INSULATION TO BE CENTERED IN SLEEVE. DO NOT SUPPORT PIPE FROM SLEEVE. rFi� TYPICAL PIPE SLEEVES THRU W P8.11P8.1 NOT i0 SCALE 2 3 4 'AIL STEEL PIPE SLEEVE OF SIZE TO PASS PIPE AND INSULATION FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL, AND OF SIZE TO COMPLETELY COVER OPENING. M 1-1/4" WASTE & "P" TRAP 1/2" SHUT OFF VALVE FINISHED WALL LINE FLOOR LINE WATER INLET 3/8" 0. D. COMPRESSION SIDE ELEVATION FRONT ELEVATION B6 HI/LO ELECTRIC WATERICOOLER DETAI PB.I 1 P8.1 NOT N KALE DRAIN LINE FROM APPLIANCE FURNISHED FINISHED FLOOR AIR GAP SHALL BE TWICE THE DIAMETER OF THE DRAIN SERVED EJ 6" DEEP ENAMELED CAST IRON FLOOR DRAIN LINE SINK DRAIN WITH TO P -TRAP 12" SQ. TOP rD 6 FLOOR SINK DETAIL P8.1 1 P8.1 NOT TO SCALE SEALANT - BACKUP MATERIAL PIPE / SLEEVE J PIPE F6 TYPICAL PIP P8.1 1 P8.1 NOT TO SCALE E� INSULATION SEALANT (FIRE STOP MATERIAL) (TYPICAL) BACKUP MATERIAL PIPE SLEEVE ESCUTCHEON METAL JACKET INSULATION IPE WITH INSULATION .EEVES THRU FLOOR 0 A E I I i i I _- __...- LIJ I_L�11_. I_� _� lI 4 1/2" HOT WATER LINE TO LAVATORY dam— 1/2° COLD WATER � LINE FROM DUAL r� OUTLET ANGLE VALVE III BELOW LAVATORY IWH HOT 1 COLDPmiuPRESSION 0 FITTINGS MOUNTING FLANGES- ACCESS COVER FOUR(4) FOR MOUNTING UNIT TO WALL ELECTRICAL CONDUIT ELECTRICAL JUNCTION BY DIV. 16 BOX, BY DIV. 16 NOTE: INSTANTANEOUS WATER HEATER MOUNTED TO WALL BELOW LAVATORY. INSTANTANEOUS WATER HEATER DET P8.2 I P8.2 NOT TO SCALE EXTENSION TO SEWER LINE EXTERIOR WALL rE 2 CLEANOUT P8.2 I P8.2 NOT TO SCALE PROVIDE STAINLESS STEEL FLOOR ..0. TEE PLATE TO BE COMPATIBLE W/TYPE FLOOR INSTALLED CHROME PLATED BRONZE WALL PLATE e ;OIL OR EXTENSION TO VASTE SOIL OR WASTE LINE DETAILS FLOOR FINISHED GRADE — 2'DRAIN GROUT AROUND PIPE 24" DIA. PIPE CRUSHED STONE C STAINLESS STEEL CASING SUPPLY WATER PIPING CONCRETE COVER WITH 2 2"0 VENT HOLES REINF. W/6 X 6 10/10 M. �f®m� F1 9 'i B5 DRYWELL DETAIL P2.0 P8.2 NOT TO SCALE PDI (PLUMBING AND DRAINAGE INSTiNTE) WATER HAMMER ARRESTER. BELLOWS EXPANDED UNDER SHOCK PRESSURE. STAINLESS STEEL BELLOWS UNDER NORMAL CONDITIONS. E4 WATER HAMMER P8.2 I P8.2 NOT TO SCALE 4 STOR DETAIL m ,,,,--VACUUM RELIEF VALVE z~ z f T T EXPANSION TANK (2.0 GAL CAPACITY). TEMP. & PRESS. RELIEF VALVE DRAIN VALVE CONCRETE PAD FLOOR--\ a.. •._ • • 8 , a ,. ,d ,. FLOOR SINK TERMINATE 3/4" TEMP & PRESS. RELIEF VALVE AND 1" DRAIN PIPING OVER FLOOR SINK WITH INDIRECT CONNECTION. B7 ELECTRIC x HE. P8.2 I P8.2 NOT TO SCALE CONCRETE COVER WITH 2 2"0 VENT HOLES REINF. W/6 X 6 10/10 M. �f®m� F1 9 'i B5 DRYWELL DETAIL P2.0 P8.2 NOT TO SCALE PDI (PLUMBING AND DRAINAGE INSTiNTE) WATER HAMMER ARRESTER. BELLOWS EXPANDED UNDER SHOCK PRESSURE. STAINLESS STEEL BELLOWS UNDER NORMAL CONDITIONS. E4 WATER HAMMER P8.2 I P8.2 NOT TO SCALE 4 STOR DETAIL m ,,,,--VACUUM RELIEF VALVE z~ z f T T EXPANSION TANK (2.0 GAL CAPACITY). TEMP. & PRESS. RELIEF VALVE DRAIN VALVE CONCRETE PAD FLOOR--\ a.. •._ • • 8 , a ,. ,d ,. FLOOR SINK TERMINATE 3/4" TEMP & PRESS. RELIEF VALVE AND 1" DRAIN PIPING OVER FLOOR SINK WITH INDIRECT CONNECTION. B7 ELECTRIC WATER HE. P8.2 I P8.2 NOT TO SCALE DETAIL .J 2W /.U4 drawn by KEY NOTES: TCC HOT WATER RECIRCULATION PUMP. 0 BALANCING VALVE. checked by �2 MAINTAIN ACCESS RECCOMMENDED BY (D BALL VALVE. M JT MANUFACTURER. D STRAINER.revisions { DISCHARGE SIDE. 10 DEGREASER. ®INCREASER. 11 PROVIDE DISTANCE UPSTREAM & DOWNSTREAM �5 FLEXIBLE CONNECTOR. O OF FLOW BALANCING VALVE AS RECOMMENDED I; BY MANUFACTURER. © CHECK VALVE. 12 SUPPORT FROM PUMP CASING, NOT PIPING. C PUMP DETAILEZ RECIRCULATION P8.2 P8.2 NOT TO SCALE sheet title/contents PLUMBING DETAILS AS; NOTED drawing number P802 sheet 00 of A 0 CD) E A rB2 ACCESS P8.31 P8.3 NOT TO SCALE ---1 /2"CW 1/2- TRAP PRIMER ? DRAIN ,R AND TRAP PRIMER DETAIL TEST COCKS WATER INLET cc STRAINER BALL VALVE IN CLOSED POSITION RELIEF VALVE rD 2 _ REDUCED PR P8.3 I P8.3 NOT TO SCALE _el FIRST CHECK TEST COCK e*> WATER OUTLET � —BALL VALVE IN CLOSED POSITION SECOND CHECK VENT PORT ACKFLOW PREVENTER DETAIL 1 2 3 TO FIXTURE � COLD WATER SUPPLY UNE LINE PRESSURE ADJUSTMENT TRAP PRIMER VALVE VACUUM BREAKER PORT OPENINGS 1/2" SUPPLY LINE TO FLOOR DRAIN M. Ld PIPE SLEEVE FINISHED FLOOR PRIMER FLOOR DRAIN CONNECTION 1/211 rB 4 TRAP PRIMER ;. I I P8.3 2 3 4 5 7 3 A 0 CD) E A rB2 ACCESS P8.31 P8.3 NOT TO SCALE ---1 /2"CW 1/2- TRAP PRIMER ? DRAIN ,R AND TRAP PRIMER DETAIL TEST COCKS WATER INLET cc STRAINER BALL VALVE IN CLOSED POSITION RELIEF VALVE rD 2 _ REDUCED PR P8.3 I P8.3 NOT TO SCALE _el FIRST CHECK TEST COCK e*> WATER OUTLET � —BALL VALVE IN CLOSED POSITION SECOND CHECK VENT PORT ACKFLOW PREVENTER DETAIL 1 2 3 TO FIXTURE � COLD WATER SUPPLY UNE LINE PRESSURE ADJUSTMENT TRAP PRIMER VALVE VACUUM BREAKER PORT OPENINGS 1/2" SUPPLY LINE TO FLOOR DRAIN M. Ld PIPE SLEEVE FINISHED FLOOR PRIMER FLOOR DRAIN CONNECTION 1/211 rB 4 TRAP PRIMER DETAIL P8.3 I P8.3 NOT TO SCALE COLD � TO FIXTURE WATER SUPPLY �GN TRAP PRIMER � AIR PORT TO PREVENT SIPHONAGE. 1/2" SUPPLY LINE TO FLOOR DRAIN TRAP. COLD � TO FIXTURE WATER SUPPLY_ �GN TRAP PRIMER � AIR PORT TO 1/2" PREVENT SUPPLY SIPHONAGE. DISTRIBUTION ��2� UNIT. SUPPLY (Jyp) LINES TO FLOOR DRAW TRAPS • P8.3 I P8.3 NOT TO SCALE COLA TO FIXTURE FIXTURE WATER SUPPLY —AGN TRAP PRIMER � AIR PORT TO PREVENT DISTRIBUTION SIPHONAGE. UNIT. SUPPLY LINES TO FLOOR DRAIN TRAPS NOTE: DISTRIBUTION UNITS MAY BE USED FOR TWO (2) THRU EIGHT (8) TRAPS AS REQUIRED PER JOB. TWO (2) -DISTRIBUTION UNITS MAXIMUM PER STANDARD TRAP PRIMER. ACCESS MUST BE MAINTAINED TO PRIMER. PROVIDE FACTORY MANUFACTURED ACCESS DOOR WITH ENGRAVED NAMEPLATE AS REQUIRED. xri°s ra r w f �1 7r� b I i� tji bpi 1 ROOKS, LOVELOCK & FRITZ, INC. kf' In NA Architecture �s A Ensneering kv,! Interior Design 145 Lincoln Avenue P.O. Box 730 �pr Winter Park, Florida. 32790-0750 dj (407) 647-1039 Telefax (407) 629,9J09it II ` «, License Number AA C000584 License Number EB . 0000629 AR project title l & ownei'r's name P CATHOLIC DIOCESE ,i,' OF ORLANDO f„ n G ALL SOULIS ail" CATHOLIO COMMUNITY f �I 5 CHURCH BWLDING SANFORD, FLORIDA , 551 5d ri Its? �3 AIII an and Conrado Onc. �R Structural Engineers AIS Miller Engineering, Inc. a Civil Engineering �i MAI Landscape Architects. Inc. Landscape Architecture ,{ seal/signature 4d r4Y f� i# iry�t� fiht GI Opp aro, STEVEN M. HINGTGEN, PE 0040024 u' r!I date 4 �F� 16 JANUARY 2006:F D job number 2037.04 y�l ,I drawn by * �r i TCC P checked by kA M JT r revisions ' T , i yt j s� I�pp'qq E I i?1 it i 1�4 r y �Ir 1k sheet title/contents 2 PLUMBING �1 4� DETAILSFh U11 � 1�1 E IFA 2 3 4 1 2 3 4 8 PLUMBING FIXTURE SCHEDULE MARK DOMESTIC WATER TEMP. NUMBER OF ELEMENTS 5 CW HW 7 8 PLUMBING FIXTURE SCHEDULE MARK DOMESTIC WATER TEMP. NUMBER OF ELEMENTS SANITARY OR CW HW VOLTAGE SYMBOL FIXTURE DESCRIPTION WASTE (INCHES) (INCHES) REMARKS 120 2 4.5 kW (INCHES) 76 GPH 480 60 Co WC -1 WATER CLOSET 4 1-1/4 277 60 1 WC -2 WATER CLOSET 4 1-1/4 MOUNT AT HANDICAPPED HEIGHT. UR -1 URINAL 2 1 UR -2 URINAL 2 1 - MOUNT AT HANDICAPPED HEIGHT. L-1 LAVATORY 1-1/2 1/2 1/2 L-2 LAVATORY 1-1/2 1/2 1/2 MOUNT AT HANDICAPPED HEIGHT. S-1 SINGLE COMPARTMENT SINK 1-1/2 1/2 1/2 S-2 UTILITY SINK 2 1/2 1/2 M S-3 SACRISTY SINK 1-1/2 1/2 - - CE -11 JS -1 JANITOR'S SINK 3 3/4 3/4 EWC-1 ELECTRIC WATER COOLER 1-1/2 1/2 - OR 00 FD -1 FLOOR DRAIN 2, 3, OR 4 - - E OR � FS -1 FLOOR SINK 4 - - PROVIDE HALF GRATE. HB -1 HOSE BIBS - 3/4 - WHY -1 WALL HYDRANT 3/4 - S4� AV', N Z, rh ti IT ROGER& 'LOVELOCK & FRIT4 WC. Architecture A Engineering Interior Design 145 Lincoln Avenue P.O. "T Box 730 Winter Park, Florida 32790-0730 IP (407) 847-1039 Telefax (407) 829-9409 Fra License Number AA C000564 License Number EB 0000629 project title & owner's name X, CATHOLIC DIOCESE OF ORLANDO ALL SOULS B CATHOLIC COMMUNITY CHURCH- BUILDING SANFORD, FLORIDA IN ELECTRIC WATER HEATER SCHEDULE MARK DOMESTIC WATER TEMP. NUMBER OF ELEMENTS INPUT RATING EACH ELEMENT TANK CAPACITY RECOVERY RATE VOLTAGE CYCLE PHASE BASIS OF DESIGN INLET (7) OUTLET ('F) WH/1 70 120 2 4.5 kW 40 GAL 76 GPH 480 60 3 A.O. SMITH DEN -40 NTANEOUS WATER HEATER SCHEDULE INSTANTANEOUS MARK ENTERING TEMP. RISE TEMP. RISE NUMBER OF INPUT RATING VOLTAGE CYCLE PHASE BASIS OF DESIGN PHASE WATER TEMP FLOW 0.3 GPM FLOW 0.5 GPM ELEMENTS EACH ELEMENT 0.25 HP 120 1 60 1 1 IWH/1 70IF 68OF 407 1 3 kW 277 60 1 CHRONOMITE S -30L RECIRCULATION PUMP SCHEDULE MARK FLOW (GPM) OPERATING HEAD (FT) SHUT-OFF HEAD (FT) RPM MOTORS REMARKS RATED OUTPUT VOLTAGE CYCLE PHASE RP/1 10 20 22 1725 0.25 HP 120 1 60 1 1 B & G SERIES 90, 1 AA NOTE: PUMP CURVE SHALL STEADILY RISE FROM OPERATING POINT TO SHUT-OFF. BACKFLOW PR'EVENTER SCHEDULE MARK SIZE (INCHES) FLOW (GPM) MAX. PRESS. LOSS (PSIG) TYPE BASIS OF DESIGN BFP/P.1 1/2 1 4 DOUBLE CHECK WATTS SERIES 007 BFP/P.2 1 4 11.8 REDUCED PRESSURE � WATTS SERIES 909 I 0 Allan and Conrad, Onc. Structural Engineers AR Miller Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/signature 11"11"11 III g ti pro z� I MW STEVEN M. HINGTGEN, PE 0040024 fir date [I�m�:a�rrinr:� 14, D Job number 2037.04 R drawn by TCC chocked by U R FE� A 2 __ _. 3 4 5 1 2 3 42 7 8 FIRE PROTECTION SYMBOLS DESCRIPTION SPRINKLERS 0 1557 CENTRAL SERIES TY -FRB, 5.6 K -FACTOR, ABOVE FINISHED FLOOR QUICK RESPONSE, SEMI -RECESSED PENDANT, AUTOMATIC WHITE FINISH. BACKFLOW PREVENTER 2007 CENTRAL SERIES TY -FRB, 5.6 K -FACTOR, CAPACITY QUICK RESPONSE, UPRIGHT TYPE, BRASS FINISH CAST IRON WITH HEAD GUARD. • 1557 CENTRAL SERIES RFII, 5.6 K -FACTOR, QUICK CONTINUATION RESPONSE, CONCEALED TYPE WITH 135- COVER DRAWING PLATE. MATCH COVER PLATE COLOR WITH CEILING EACH COLOR. PIPING AND VALVES —FW— FIRE WATER PIPING BELOW GRADE FDC GATE VALVE WITH TAMPER SWITCH FFE CHECK VALVE FH RELIEF VALVE FHV FIRE HYDRANT FLR PIPE FITTINGS y FLOW SWITCH GAL PRESSURE GAGE HP FLANGED HVAC HEATING/VENTILATING/AIR CONDITIONING IPS ELBOW (90') LVL LEVEL MAX ELBOW (45') 0— ELBOW (TURNED UP) C_ ELBOW (TURNED DOWN) NO. TEE >_ TEE (TURNED UP) NPT TEE (TURNED DOWN) PIV UNION -.GROUND JOINT PRESS REDUCER -CONCENTRIC. PSI REDUCER - ECCENTRIC, STRAIGHT CROWN REF REDUCER - ECCENTRIC, STRAIGHT INVERT REG CAPPED LINE READ BLIND FLANGED CAP ABBREVIATIONS ABB DESCRIPTION A/S AUTOMATIC SPRINKLER SYSTEM AFF ABOVE FINISHED FLOOR AUTO AUTOMATIC BFP BACKFLOW PREVENTER CAP CAPACITY C1 CAST IRON CONN CONNECTION CONT CONTINUATION DWG DRAWING EA EACH ELEC ELECTRIC ELEV ELEVATION FDC FIRE DEPARTMENT CONNECTION FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FHV FIRE HOSE VALVE FLR FLOOR FW FIRE WATER GAL GALLON HP HORSE POWER HVAC HEATING/VENTILATING/AIR CONDITIONING IPS IRON PIPE SIZE LVL LEVEL MAX MAXIMUM MIN MINIMUM (N.C.) NORMALLY CLOSED NO. NUMBER (N.O.) NORMALLY OPEN NPT NATIONAL PIPE THREAD PIV POST INDICATOR VALVE PRESS PRESSURE PSI POUNDS PER SQUARE INCH REF REFERENCE REG REGULATING READ REQUIRED RPM ROTATIONS PER MINUTE SID STANDPIPE SPR SPRINKLER RISER SQ SQUARE TEMP TEMPERATURE W/ WITH GENERAL IDENTIFICATION FIP EQUIPMENT TYPE EQUIPMENT MARK SCHEDULE REFERENCE NODE NUMBER/LETTER 00 HYDRAULIC CALCULATION NODE PSI' ROMRS, LOVELOCK & FRIT7. WC. V M Architecture A Engineering Interior Design 146 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 847-1039 Tolefax 1407) 629-9409 gA License Number AA C000504 License Number EB 0000829 project title & owner's name 16 JANUARY 2006 N01 CATHOLIC DIOCESE D Job number 2037.04 OF ORLANDO ALL SOULSti B CATHOLIC COMMUNITY CHURCH"- BUILDING SANFORD, FLORIDA W, Ise ,,. A00an and Conrad, Onc. Structural Engineers AR M1110er Engineering, Onc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/signature I !A1�1'1'1, J "" gflnv BRADON P. CAIN, PE 0056561 data 16 JANUARY 2006 N01 J "" gflnv BRADON P. CAIN, PE 0056561 data 16 JANUARY 2006 L`` D Job number 2037.04 drawn by MJT E chocked by BPC ry revisions sheet title/contents FIRE PROTECTION SYMBOLS AND YrsS ABBREVIATION Ilii ffi Wn F drawing number shoot 00 of 5 7 8 NIN, E sheet title/contents FIRE PROTECTION SYMBOLS AND YrsS ABBREVIATION Ilii ffi Wn F drawing number shoot 00 of 5 7 8 NIN, U, h I 11�t�l��Jll� ji [t HiI. III ------------ -1-L—I.- U 1 —lit 11� L 3 4 5 .......... ...--... ......... . ................... . .. . ............... . . ...... . . .... . . .. FH(E l7 A E A M,"T'N rI ff 7 I IIINOTES: SHEET NOTES: m� . .. . ............... . . ...... . . .... . . .. FH(E l7 A E A FLOW TEST STATIC 80 PSIG RESIDUAL 60 PSIG FLOW 1730 GPM FLOW TEST PERFORMED SEPT., 2005 N A110an and Conrad, Onc. Structural Engineers "Al AR Mifler Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Ardhitecture C seal/sionature rI FLOW TEST STATIC 80 PSIG RESIDUAL 60 PSIG FLOW 1730 GPM FLOW TEST PERFORMED SEPT., 2005 N A110an and Conrad, Onc. Structural Engineers "Al AR Mifler Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Ardhitecture C seal/sionature ff I IIINOTES: SHEET NOTES: m� 1. PROVIDE ELECTRONIC TAMPER SWITCH FOR ALL CONTROL VALVES.f. ROGIMIERS9 LOVELOCK & FRIT7. NC 2. CENTER SPRINKLER HEADS IN CEILING TILES. NU II Architecture 3. COORDINATE THE PLACEMENT OF ADDITIONAL SPRINKLERS A Engineering BELOW DUCTWORK WITH THE FINAL HVAC LAYOUT IN Interior Design ACCORDANCE WITH NFPA 13. 145 Lincoln Avenue 4. SHOP DRAWINGS OF SPRINKLER PIPING SYSTEM ARE P.O. BOX 730 REQUIRED. REFER TO SPECIFICATIONS. DO NOT PROCEED Winter Park, Florida 32790-0730 UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT (407) 847-1039 THE SITE. Telefax (407) 629-9409 M 5. ALL PIPE SIZES SHOWN ON THESE DRAWINGS ARE License Number AA C000504 MINIMUMS AND SHALL NOT BE REDUCED. License Number ES 0000029 6. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL project title & owner's name VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS, CATHOLIC DIOCESE Y AND ASSEMBLY DETAILS. OF ORLANDO hA KEY NOTES: NZ lU WATER PIPING BELOW GRADE. REFER TO CIVIL DRAWING C1.4 FOR EXACT LOCATION. nl ALL SOULS REFER TO CIVIL DRAWING C1.4 FOR EXACT B CATHOLIC COMMUNITY LOCATION OF PIV. , CHURCH BUILDING'­ SAWORD, FLORIDA FLOW TEST STATIC 80 PSIG RESIDUAL 60 PSIG FLOW 1730 GPM FLOW TEST PERFORMED SEPT., 2005 N A110an and Conrad, Onc. Structural Engineers "Al AR Mifler Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Ardhitecture C seal/sionature N p I I 2 3 S R Q P N M L K J H G F E D C B A.8 1 I I I I I I I I I I I I FDC d-�' ( BFP 8FP.1 I I' — O " 1 I�111k 4AA —1-1 /A s A 4f�r 4 ,7 rh yi Pill 1� �r { �,A ROGERS, LOVELOCK & FRITZ, SIC. Architecture r A Engineering Interior Design �t 145 Lincoln Avenue P.O.; Box 730 Winter Park, Florida 52790-0730 (40„7)391 Teleiaxk 1407):,,629=A409 License Number AA C000664 License Number EB 0000829 project title & owner's name r CATHOLIC DIOCESE OF ORLANDO a ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA N r, A10aE'aw and Conrad. Inc. Structural Engineers AR Miiier Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture [A 1 2 3 24 M f 1-4/2” 2" .AAA�!I�AlI.II� ,, ...��. 4 5 7 NOTES: SHEET NOTES: KEY NOTES: 1. PROVIDE ELECTRONIC TAMPER SWITCH FOR ALL CONTROL 5. ALL PIPE SIZES SHOWN ON THESE DRAWINGS ARE 6"FIRE WATER BELOW GRADE. REFER TO VALVES. MINIMUMS AND SHALL NOT BE REDUCED. CIVIL DRAWINGS FOR CONT. 2. CENTER SPRINKLER HEADS IN CEILING TILES. 6. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL (2 INSPECTORS TEST. VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS, 3. COORDINATE THE PLACEMENT OF ADDITIONAL SPRINKLERS AND ASSEMBLY DETAILS. BELOW DUCTWORK WITH THE FINAL HVAC LAYOUT IN ACCORDANCE WITH NFPA 13. 4. SHOP DRAWINGS OF SPRINKLER PIPING SYSTEM ARE REQUIRED. REFER TO SPECIFICATIONS. DO NOT PROCEED UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT THE SITE. S R Q P N M L K J H G F E D C B A.8 1 I I I I I I I I I I I I FDC d-�' ( BFP 8FP.1 I I' — O " 1 I�111k 4AA —1-1 /A s A 4f�r 4 ,7 rh yi Pill 1� �r { �,A ROGERS, LOVELOCK & FRITZ, SIC. Architecture r A Engineering Interior Design �t 145 Lincoln Avenue P.O.; Box 730 Winter Park, Florida 52790-0730 (40„7)391 Teleiaxk 1407):,,629=A409 License Number AA C000664 License Number EB 0000829 project title & owner's name r CATHOLIC DIOCESE OF ORLANDO a ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA N r, A10aE'aw and Conrad. Inc. Structural Engineers AR Miiier Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture [A 1 2 3 24 M f 1-4/2” 2" .AAA�!I�AlI.II� ,, ...��. .� 11 n a i D A 0 SPRINKLER PIPING DUCTWORK SPRINKLER PIPING -=-rte CONCEALED SPRINKLER HEAD li ull GHT I rc_4 SECTION FP2.0 FP4.1 1/4 = i' -o° SPRINKLER PIPING /—DUCTWORK -SPRINKLER PIPING CONCEALED SPRINKLER HEAD r,�F r +` v�.i � ,�" , 4 .& 1 SV4x,r C N i NOTES: 4$ F SHEET NOTES: T`fFa E s 1A 1. PROVIDE ELECTRONIC TAMPER SWITCH FOR ALL CONTROL VALVES. g: 2. CENTER SPRINKLER HEADS IN CEILING TILES. ROGERS, LOVELOCK A FRIT7. NC. At 3. COORDINATE THE PLACEMENT OF ADDITIONAL SPRINKLERS Architecture BELOW DUCTWORK WITH THE FINAL HVAC LAYOUT IN Engineering ACCORDANCE WITH NEPA 13. Inte1rlor. Design 4. SHOP DRAWINGS OF SPRINKLER PIPING SYSTEM ARE 145: Lincoln Avenue REQUIRED. REFER TO SPECIFICATIONS. DO NOT PROCEED P.O.l Box Tao �a UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT Winter Park, Florida 32790-0730 THE SITE. (407) 547-1039 Telefax (407) 829-9409 e 5. ALL PIPE SIZES SHOWN ON THESE DRAWINGS ARE MINIMUMS AND SHALL NOT BE REDUCED. License Number AA C000584 's License Number ES 0000829 6. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL protect title b owner's: name t VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS, AND ASSEMBLY DETAILS. CATHOLIC DIOCESE KEY NOTES: OF ORLANDO ,V 0 CENTER SPRINKLER HEAD IN WOOD SLAT (TYPICAL): ALL SOULS CATHOLIC COMMUNITY CHURCHBUILDING ; r SANFORD, FLORIDA Allan and Conrad, Onc. Structural Engineers AIS, M1110er Engineering, Inc. Civil, Engineering l MAI Landscape Architects, Inc. Landscape Architecture seal/signature 7 r,�F r +` v�.i � ,�" , 4 .& 1 SV4x,r C N i NOTES: 4$ F SHEET NOTES: T`fFa E s 1A 1. PROVIDE ELECTRONIC TAMPER SWITCH FOR ALL CONTROL VALVES. g: 2. CENTER SPRINKLER HEADS IN CEILING TILES. ROGERS, LOVELOCK A FRIT7. NC. At 3. COORDINATE THE PLACEMENT OF ADDITIONAL SPRINKLERS Architecture BELOW DUCTWORK WITH THE FINAL HVAC LAYOUT IN Engineering ACCORDANCE WITH NEPA 13. Inte1rlor. Design 4. SHOP DRAWINGS OF SPRINKLER PIPING SYSTEM ARE 145: Lincoln Avenue REQUIRED. REFER TO SPECIFICATIONS. DO NOT PROCEED P.O.l Box Tao �a UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT Winter Park, Florida 32790-0730 THE SITE. (407) 547-1039 Telefax (407) 829-9409 e 5. ALL PIPE SIZES SHOWN ON THESE DRAWINGS ARE MINIMUMS AND SHALL NOT BE REDUCED. License Number AA C000584 's License Number ES 0000829 6. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL protect title b owner's: name t VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS, AND ASSEMBLY DETAILS. CATHOLIC DIOCESE KEY NOTES: OF ORLANDO ,V 0 CENTER SPRINKLER HEAD IN WOOD SLAT (TYPICAL): ALL SOULS CATHOLIC COMMUNITY CHURCHBUILDING ; r SANFORD, FLORIDA Allan and Conrad, Onc. Structural Engineers AIS, M1110er Engineering, Inc. Civil, Engineering l MAI Landscape Architects, Inc. Landscape Architecture seal/signature 41 All I FROM END OF REMOTE BRANCH LINE TEST VALVE IN READILY ACCESSIBLE LOCATION FLOOR rB 2 SPRINKLEI FP2.01 FP5.1 NOT TO SCALE 00 i� YSTEM SMOOTH BORE CORROSION RESISTANT OUTLET WITH ORIFICE SAME DIAMETER AS SPRINKLER HEAD 7 z t: 45' ELBOW 24" x 24" x 2" CONCRETE SPLASH BLOCK T CONNECTION DETAIL /-4" TO SYSTEM 2-1/2" CAPS ELEVATION WITH CHAINS B5 FIRE DEPARTMENT CO FP5.1IFP5.1 NOT TO SCALE PLAN ECTION FLOW SWITCH PRESSURE GAGE--\. 6" 6" 4. 1-1/2" 4" 6" 2"MAW sp DRAIN BFP IUILDING 7 FP•1 VALL FDC �. 6. r� RISER DIAGRAM FP5.1 I FP5.1 NOT TO SCALE BACKFLOW PREVENTER SCHEDULE I r I { I MAXIMUM PRESSURE DROP TYPE 4e REMARKS FROM END OF REMOTE BRANCH LINE TEST VALVE IN READILY ACCESSIBLE LOCATION FLOOR rB 2 SPRINKLEI FP2.01 FP5.1 NOT TO SCALE 00 i� YSTEM SMOOTH BORE CORROSION RESISTANT OUTLET WITH ORIFICE SAME DIAMETER AS SPRINKLER HEAD 7 z t: 45' ELBOW 24" x 24" x 2" CONCRETE SPLASH BLOCK T CONNECTION DETAIL /-4" TO SYSTEM 2-1/2" CAPS ELEVATION WITH CHAINS B5 FIRE DEPARTMENT CO FP5.1IFP5.1 NOT TO SCALE PLAN ECTION FLOW SWITCH PRESSURE GAGE--\. 6" 6" 4. 1-1/2" 4" 6" 2"MAW sp DRAIN BFP IUILDING 7 FP•1 VALL FDC �. 6. r� RISER DIAGRAM FP5.1 I FP5.1 NOT TO SCALE BACKFLOW PREVENTER SCHEDULE MARK FLOW SIZE MAXIMUM PRESSURE DROP TYPE BASIS OF DESIGN REMARKS BFP/FP.1 350 GPM 6" 4.5 PSIG DOUBLE CHECK WATTS SERIES 709 - 00 I_ WE V Id Ili I Ili i i I ii 0 dl. I VALVES TEMPERATURE CONTROLS —411-- BALL �-- BUTTERFLY VFD VARIABLE FREQUENCY DRIVE (DIV 16) 4&JCHECK -SPRING LOADED STR MOTOR STARTER (DIV 16) —1-� CHECK -SWING GATE POWER CONTACTOR INTEGRAL TO —D� GATE �N EQUIPMENT (DIV 15) GLOBE DPS DIFFERENTIAL PRESSURE SWITCH GLOBE.- ANGLE PATTERN DPT DIFFERENTIAL PRESSURE TRANSDUCER —Ivy PLUG -SQUARE HEAD COCK TS TEMPERATURE SENSOR THREE-WAY CONTROL VALVE HS HUMIDITY SENSOR M TWO-WAY CONTROL VALVE DM DAMPER MOTOR -ELECTRIC VALVE MOTOR -ELECTRIC VALVES —SPECIAL DUTY DUCT SMOKE DETECTOR (civ is) SD INSTALLED BY DIV 15 —per BLOW -DOWN SPT STATIC PRESSURE TRANSDUCER �— FLOW BALANCING SPL STATIC PRESSURE HIGH LIMIT GAS COCK FMS AIRFLOW MEASURING STATION —CE93-- POST INDICATOR —44— PRESSURE REDUCING/REGULATING SFD SMOKE/FIRE DAMPER SAFETY RELIEF VPS VELOCITY PRESSURE SENSOR TRIPLE DUTY SPRING WOUND TIMER PIPING SPECIALTIES HDF HUMIDIFIER EPT ELECTRONIC/PNEUMATIC TRANSDUCER MV iZH-- AIR VENT -MANUAL VMP VALVE MOTOR -PNEUMATIC ALIGNMENT PIPE GUIDES —�� ANCHOR -PIPING DMP DAMPER MOTOR -PNEUMATIC AV MC AUTOMATIC AIR VENT W/BALL VALVE MOTOR CONTACTOR EXPANSION LOOP CTC CONDUCTIVITY CONTROLLER � FLEXIBLE CONNECTION -BRAIDED RL RELAY —W�— FLEXIBLE CONNECTION - ELASTOMERIC SV SOLENOID VALVE DIRECTION OF FLOW r+ DIRECTION OF PIPING PITCH � PNEUMATIC ROOM THERMOSTAT EP ELECTRIC/PNEUMATIC SWITCH PRESSURE GAGE FAN PRESSURE GAGE W/SNUBBER --�— FLOAT AND THERMOSTATIC STEAM TRAP HEAT TRANSFER COIL INVERTED BUCKET STEAM TRAP --(�— THERMODYNAMIC STEAM TRAP —�-- THERMOSTATIC STEAM TRAP CONTROL DAMPER 1 1 STRAINER - Y PATTERN n STRAINER - Y PATTERN WITH SLOWDOWN j§L AIR FILTER SECTION �— (3/4" BALL VALVE AND CAP) �J PUMP THERMOMETER —C*— VENTURI FLOW METER � 90% AIR FILTER SECTION NOTE: THIS SHEET IS A MASTER SYMBOLS AND ABBREVIATIONS —LAN— SHIELDED COAXIAL COMPUTER CABLE LIST. REFER TO FLOOR PLANS FOR SYMBOLS AND ABBREVIATIONS APPLICABLE TO THIS PROJECT. —F/0— FIBER OPTIC COMPUTER CABLE N.O. NORMALLY OPEN DEVICE ON POWER FAILURE N.C. NORMALLY CLOSED DEVICE ON POWER FAILURE HVAC PIPING 2 VALVES TEMPERATURE CONTROLS —411-- BALL �-- BUTTERFLY VFD VARIABLE FREQUENCY DRIVE (DIV 16) 4&JCHECK -SPRING LOADED STR MOTOR STARTER (DIV 16) —1-� CHECK -SWING GATE POWER CONTACTOR INTEGRAL TO —D� GATE �N EQUIPMENT (DIV 15) GLOBE DPS DIFFERENTIAL PRESSURE SWITCH GLOBE.- ANGLE PATTERN DPT DIFFERENTIAL PRESSURE TRANSDUCER —Ivy PLUG -SQUARE HEAD COCK TS TEMPERATURE SENSOR THREE-WAY CONTROL VALVE HS HUMIDITY SENSOR M TWO-WAY CONTROL VALVE DM DAMPER MOTOR -ELECTRIC VALVE MOTOR -ELECTRIC VALVES —SPECIAL DUTY DUCT SMOKE DETECTOR (civ is) SD INSTALLED BY DIV 15 —per BLOW -DOWN SPT STATIC PRESSURE TRANSDUCER �— FLOW BALANCING SPL STATIC PRESSURE HIGH LIMIT GAS COCK FMS AIRFLOW MEASURING STATION —CE93-- POST INDICATOR —44— PRESSURE REDUCING/REGULATING SFD SMOKE/FIRE DAMPER SAFETY RELIEF VPS VELOCITY PRESSURE SENSOR TRIPLE DUTY SPRING WOUND TIMER PIPING SPECIALTIES HDF HUMIDIFIER EPT ELECTRONIC/PNEUMATIC TRANSDUCER MV iZH-- AIR VENT -MANUAL VMP VALVE MOTOR -PNEUMATIC ALIGNMENT PIPE GUIDES —�� ANCHOR -PIPING DMP DAMPER MOTOR -PNEUMATIC AV MC AUTOMATIC AIR VENT W/BALL VALVE MOTOR CONTACTOR EXPANSION LOOP CTC CONDUCTIVITY CONTROLLER � FLEXIBLE CONNECTION -BRAIDED RL RELAY —W�— FLEXIBLE CONNECTION - ELASTOMERIC SV SOLENOID VALVE DIRECTION OF FLOW r+ DIRECTION OF PIPING PITCH � PNEUMATIC ROOM THERMOSTAT EP ELECTRIC/PNEUMATIC SWITCH PRESSURE GAGE FAN PRESSURE GAGE W/SNUBBER --�— FLOAT AND THERMOSTATIC STEAM TRAP HEAT TRANSFER COIL INVERTED BUCKET STEAM TRAP --(�— THERMODYNAMIC STEAM TRAP —�-- THERMOSTATIC STEAM TRAP CONTROL DAMPER 1 1 STRAINER - Y PATTERN n STRAINER - Y PATTERN WITH SLOWDOWN j§L AIR FILTER SECTION �— (3/4" BALL VALVE AND CAP) �J PUMP THERMOMETER —C*— VENTURI FLOW METER � 90% AIR FILTER SECTION NOTE: THIS SHEET IS A MASTER SYMBOLS AND ABBREVIATIONS —LAN— SHIELDED COAXIAL COMPUTER CABLE LIST. REFER TO FLOOR PLANS FOR SYMBOLS AND ABBREVIATIONS APPLICABLE TO THIS PROJECT. —F/0— FIBER OPTIC COMPUTER CABLE N.O. NORMALLY OPEN DEVICE ON POWER FAILURE N.C. NORMALLY CLOSED DEVICE ON POWER FAILURE HVAC PIPING ABBREVIATIONS A COMPRESSED AIR AC ALTERNATING CURRENT, AIR COMPRESSOR FS FLOOR SINK PSI POUNDS PER SQUARE INCH DAMPERS 3 DIFFUSER, REGISTER, DIFFUSER, ACU 4 F/SD FIRE/SMOKE DAMPER PSIG 5 FIRE BF BOILER FEEDWATER 8 VALVES TEMPERATURE CONTROLS —411-- BALL �-- BUTTERFLY VFD VARIABLE FREQUENCY DRIVE (DIV 16) 4&JCHECK -SPRING LOADED STR MOTOR STARTER (DIV 16) —1-� CHECK -SWING GATE POWER CONTACTOR INTEGRAL TO —D� GATE �N EQUIPMENT (DIV 15) GLOBE DPS DIFFERENTIAL PRESSURE SWITCH GLOBE.- ANGLE PATTERN DPT DIFFERENTIAL PRESSURE TRANSDUCER —Ivy PLUG -SQUARE HEAD COCK TS TEMPERATURE SENSOR THREE-WAY CONTROL VALVE HS HUMIDITY SENSOR M TWO-WAY CONTROL VALVE DM DAMPER MOTOR -ELECTRIC VALVE MOTOR -ELECTRIC VALVES —SPECIAL DUTY DUCT SMOKE DETECTOR (civ is) SD INSTALLED BY DIV 15 —per BLOW -DOWN SPT STATIC PRESSURE TRANSDUCER �— FLOW BALANCING SPL STATIC PRESSURE HIGH LIMIT GAS COCK FMS AIRFLOW MEASURING STATION —CE93-- POST INDICATOR —44— PRESSURE REDUCING/REGULATING SFD SMOKE/FIRE DAMPER SAFETY RELIEF VPS VELOCITY PRESSURE SENSOR TRIPLE DUTY SPRING WOUND TIMER PIPING SPECIALTIES HDF HUMIDIFIER EPT ELECTRONIC/PNEUMATIC TRANSDUCER MV iZH-- AIR VENT -MANUAL VMP VALVE MOTOR -PNEUMATIC ALIGNMENT PIPE GUIDES —�� ANCHOR -PIPING DMP DAMPER MOTOR -PNEUMATIC AV MC AUTOMATIC AIR VENT W/BALL VALVE MOTOR CONTACTOR EXPANSION LOOP CTC CONDUCTIVITY CONTROLLER � FLEXIBLE CONNECTION -BRAIDED RL RELAY —W�— FLEXIBLE CONNECTION - ELASTOMERIC SV SOLENOID VALVE DIRECTION OF FLOW r+ DIRECTION OF PIPING PITCH � PNEUMATIC ROOM THERMOSTAT EP ELECTRIC/PNEUMATIC SWITCH PRESSURE GAGE FAN PRESSURE GAGE W/SNUBBER --�— FLOAT AND THERMOSTATIC STEAM TRAP HEAT TRANSFER COIL INVERTED BUCKET STEAM TRAP --(�— THERMODYNAMIC STEAM TRAP —�-- THERMOSTATIC STEAM TRAP CONTROL DAMPER 1 1 STRAINER - Y PATTERN n STRAINER - Y PATTERN WITH SLOWDOWN j§L AIR FILTER SECTION �— (3/4" BALL VALVE AND CAP) �J PUMP THERMOMETER —C*— VENTURI FLOW METER � 90% AIR FILTER SECTION NOTE: THIS SHEET IS A MASTER SYMBOLS AND ABBREVIATIONS —LAN— SHIELDED COAXIAL COMPUTER CABLE LIST. REFER TO FLOOR PLANS FOR SYMBOLS AND ABBREVIATIONS APPLICABLE TO THIS PROJECT. —F/0— FIBER OPTIC COMPUTER CABLE N.O. NORMALLY OPEN DEVICE ON POWER FAILURE N.C. NORMALLY CLOSED DEVICE ON POWER FAILURE GENERAL IDENTIFICATION HVAC PIPING ABBREVIATIONS A COMPRESSED AIR AC ALTERNATING CURRENT, AIR COMPRESSOR FS FLOOR SINK PSI POUNDS PER SQUARE INCH DAMPERS CD -A DIFFUSER, REGISTER, DIFFUSER, ACU AIR CONDITIONING UNIT F/SD FIRE/SMOKE DAMPER PSIG POUNDS PER SQUARE INCH GAUGE FIRE BF BOILER FEEDWATER AD ACCESS DOOR, AIR DRYER, AREA DRAIN FV FLUSH VALVE PVC POLYVINYL CHLORIDE EQUIPMENT TYPE AFG ABOVE FINISHED GRADE FW FIRE WATER R TO BE REMOVED COMBINATION FIRE / BFS BOILER FEED PUMP SUCTION AHU AIR HANDLING UNIT G GRILLE, GAS RA RETURN AIR SMOKE DAMPER PIPE FITTINGS `'' SCHEDULE REFERENCE AP ACCESS PANEL GIV GRAVITY INTAKE VENTILATOR REF REFERENCE BO BLOWOFF ATC AUTOMATIC TEMPERATURE CONTROL GN GENERATOR REG REGISTER --II— FLANGED CA COMPRESSED AIR B BOILER GLV GLOBE VALVE RF RETURN FAN 3.1 REFERENCE AIR VALVE MARK, BDD BACK DRAFT DAMPER GPH GALLONS PER HOUR RH REHEAT,- RELATIVE HUMIDITY —+-- SCREWED/SOLDERED/WELDED CBO CONTINUOUS BOILER BLOWOFF BP BACKFLOW PREVENTER GPM GALLONS PER MINUTE RHC REHEAT COIL AIR QUANTITY(CFM) BTU BRITISH THERMAL UNIT GRV GRAVITY RELIEF VENTILATOR RO REVERSE OSMOSIS ELBOW 90' ( ) CCWR CLINAC COOLING WATER RETURN BV BALANCING VALVE GTV GATE VALVE RR RETURN AIR REGISTER --ECWS CLINAC COOLING WATER SUPPLY C CELSIUS, DEGREE CELSIUS GW GREASE WASTE RTU RWL ROOF TOP UNIT RAIN WATER LEADER AIR VALVE SCHEDULE ELBOW (45') CAC COMPUTER ROOM AIR CONDITIONER H HUMIDIFIER 3.1 REFERENCE AIR VALVE MARK, CF CHEMICAL FEED CAP CAPACITY HB HOSE BIBB S SOIL 0.8 WATER QUANTITY(GPM) ELBOW (TURNED UP) x � TEE TURNED DOWN CB CATCH BASIN HC HANDICAPPED SA SUPPLY AIR CR CONDENSATE RETURN CD CEILING DIFFUSER HD HUB DRAIN SAN SANITARY C ELBOW (TURNED DOWN) F3 ROUND DUCT, DIAMETER SHOWN CENT CENTRIFUGAL HE HEAT EXCHANGER SD SMOKE DAMPER, SMOKE DETECTOR, MANUAL DAMPER - OPPOSED BLADE CW DOMESTIC WATER CFM CUBIC FEET PER MINUTE HOA HAND -OFF -AUTOMATIC STORM DRAIN ELBOW (BASE) =TZ: WATER) (MAKE-UP WATER) CH CHICLE R HOR HORIZONTAL SER SIDEWALL EXHAUST REGISTER MOTOR ACTIVATED CONTROL DAMPER CWR CONDENSER WATER RETURN CHW CHILLED WATER CAST IRON HP HPCW HORSEPOWER, HEAT PUMP HIGH PRESSURE COLD WATER (DOMESTIC) SF S/FD SUPPLY FAN SMOKE/FIRE DAMPER ---I}-- LATERAL CI CHWR CHILLED WATER RETURN CO CLEAN OUT HSW HOT SOFT WATER SG SUPPLY GRILLE --+�+— TEE CPU CONDENSATE PUMP UNIT HVAC HEATING/VENTILATING/AIR CONDITIONING SH SHOWER —CHWS — CHILLED WATER SUPPLY CRU COMPUTER ROOM UNIT HW HOT WATER, HEATING WATER SP STANDPIPE, STATIC PRESSURE --�p+--- TEE (TURNED UP) CSW COLD SOFT WATER HWR HOT WATER RETURN SPKR SPRINKLER CWS CONDENSER WATER SUPPLY CT COOLING TOWER HX HEAT EXCHANGER SR SIDEWALL REGISTER TEE (TURNED DOWN) CU CONDENSING UNIT HZ HERTZ (CYCLES PER SECOND) SS SERVICE SINK— D DRAIN CW COLD WATER ID INDIRECT DRAIN SSR SIDEWALL SUPPLY REGISTER --� Il— UNION - GROUND JOINT FOG FUEL OIL GAGE DA DEAERATOR, DENTAL AIR INV INVERT ST STORM DB DRY BULB IPS IRON PIPE SIZE STG SIDEWALL TRANSFER GRILLE —D-- REDUCER -- CONCENTRIC FOR FUEL OIL RETURN DD DIRECT DRIVE, DECK DRAIN KW KILOWATT STR STRAINER DEG DEGREE LA LABORATORY AIR (30 PSI) SW SWITCH, SOFT WATER —�- REDUCER - ECCENTRIC, STRAIGHT CROWN FOS FUEL OIL SUPPLY DG DOOR GRILLE LD LINEAR DIFFUSER SWB SECURITY WALL BARRIER FOV FUEL OIL VENT DH DUCT HEATER LED LIGHT EMITTING DIODE SWP SECURITY WALL PENETRATION REDUCER - ECCENTRIC, STRAIGHT INVERT DWV DRAIN, WASTE AND VENT PIPING LFD LAMINAR FLOW DIFFUSER T TANK, THERMOSTAT FWS FEED WATER SAMPLE E EXISTING TO REMAIN LV LABORATORY VACUUM TD TRENCH DRAIN E CAPPED LINE EA EXHAUST AIR LWT LEAVING WATER TEMPERATURE TEF TEMPORARY EXHAUST FAN HPC HIGH PRESSURE CONDENSATE EAT ENTERING AIR TEMPERATURE MA MEDICAL AIR TEMP TEMPERATURE II--- BLIND FLANGED . CAP ECD ELECTRIC CONTROL DAMPER MBH THOUSAND BTU PER HOUR TG TRANSFER GRILLE — HPS (100) — HIGH PRESSURE STEAM (PSIG) EF EXHAUST FAN MD MANUAL DAMPER TH THERMOMETER PLUGGED LINE HRR HEAT RECOVERY RETURN EFF ELEV EFFICIENCY ELEVATION MED MH MEDICAL MANHOLE TP TMV TRAP PRIMER THERMOSTATIC MIXING VALVE --��---��-- SPOOL PIECE - FLANGED HRS HEAT RECOVERY SUPPLY ENCL ENCLOSE (ENCLOSURE) MM MILLIMETERS TS TAMPER SWITCH ENT ENTERING M/S METERS PER SECOND TSP TOTAL STATIC PRESSURE VALVE IN RISER HWR HOT WATER RETURN ER EXHAUST REGISTER MV MEDICAL VACUUM TW TREATED WATER ESP EXTERNAL STATIC PRESSURE N NITROGEN UB UP BLOW HWS HOT WATER SUPPLY ET EXPANSION TANK NC NOISE CRITERIA/NORMALLY CLOSED UH UNIT HEATER LPC LOW PRESSURE CONDENSATE ETO ETHYLENE OXIDE NO NORMALLY OPEN, NITROUS OXIDE UN UNION EWT ENTERING WATER TEMPERATURE NPTS NATIONAL PIPE TREAD STANDARD UR URINAL LPS (5) LOW PRESSURE STEAM (PSIG) EXH EXHAUST 0 OXYGEN V VENT, VOLT DESIGN CONDITIONS: F FAHRENHEIT, DEGREE FAHRENHEIT/FILTER OA OUTSIDE AIR VAC VACUUM MPC MEDIUM PRESSURE CONDENSATE FA FIRE ALARM OBD OPPOSED BLADE DAMPER VB VACUUM BRAKER FC FAN COIL UNIT OD OVERFLOW DRAIN VD VOLUME DAMPER — MPS (70) — MEDIUM PRESSURE STEAM (PSIG) FCO FLOOR CLEAN OUT OE ORAL EVACUATION VTR VENT THROUGH ROOF OUTSIDE: FD FIRE DAMPER, FLOOR DRAIN OPER OPERATING W WASTE SUMMER: 947 db, 747 wb OFL OVER FLOW FDC FIRE DEPARTMENT CONNECTION P PUMP WB WET BULB WINTER: 357 db PC PUMPED CONDENSATE FDV FIRE DEPARTMENT VALVE PCD PNEUMATIC CONTROL DAMPER WC WATER CLOSET INDOORS: FFE FINISHED FLOOR ELEVATION PCV PNEUMATIC CONTROL VALVE WCO WALL CLEANOUT P(LPG) PROPANE (LIQUEFIED PETROLEUM GAS) FH FIRE HYDRANT PDI PLUMBING DRAIN INSTITUTE WH WALL HYDRANT SUMMER: 75-F db, 50% RH FL FLOORING) PH PHASE WM WATER METER WINTER: 70-F db, 30% RH R PUMP CIRCULATION FM FLOOR MOUNTED PIV POST INDICATOR VALVE WPD WATER PRESSURE DROP SW DOMESTIC SOFT WATER FO FLAT OVAL PROP PROPELLER WWF WELDED WIRE FABRIC (MAKE-UP WATER) FPM FEET PER MINUTE PRS PRESSURE REDUCING STATION FPS FEET PER SECOND PRV PRESSURE REDUCING VALVE, PRESSURE V VENT REGULATING VALVE, POWER ROOF VENTILATOR GENERAL IDENTIFICATION DUCTWORK ,..- —TYPE Z SQUARE SUPPLY AIR DIFFUSER U� OFFSET IN DUCTWORK - UP —/ VERTICAL POSITION DAMPERS CD -A DIFFUSER, REGISTER, DIFFUSER, FIRE 100 QUANTITY GRILLE MARK Z RETURN AIR REGISTER/GRILLE D OFFSET 1N DUCTWORK - DOWN HORIZONTAL POSITION EQUIPMENT TYPE Z EXHAUST AIR REGISTER TURNING VANES - SQUARE ELBOW F/SD VERTICAL POSITION COMBINATION FIRE / E1 "'�� EQUIPMENT MARK SMOKE DAMPER `'' SCHEDULE REFERENCE SUPPLY AIR DUCT - SECTION - CEILING DIFFUSER BOTTOM �F/SD HORIZONTAL POSITION DUCT. CONNECTION AIR VALVE SCHEDULE � RETURN AIR DUCT -SECTION © Ii" DUCT ACCESS DOOR TOP/SIDE/BOTTOM 3.1 REFERENCE AIR VALVE MARK, EXHAUST AIR DUCT - SECTION �— STANDARD BRANCH TAKEOFF 3.1 HVAC PLANS LINEAR SLOT DIFFUSER HUMIDIFIER AIR QUANTITY(CFM) ELBOW TURNED UP HvwwV FLEXIBLE DUCT ELBOW TURNED DOWN HARD CEILING EQUIPMENT ACCESS PANEL AIR VALVE SCHEDULE RECTANGULAR DUCT, FIRST 3.1 REFERENCE AIR VALVE MARK, TEE TURNED UP 24X12 FIGURE IS SIDE SHOWN 0.8 WATER QUANTITY(GPM) PIPING PLANS x � TEE TURNED DOWN � FLAT OVAL DUCT IN SEC TION CONTROLS MANUAL DAMPER -SINGLE 24X120 DIMENSIONS SHOWN —III— FLOW METERING ORIFICE LEAF TYPE F3 ROUND DUCT, DIAMETER SHOWN O HUMIDISTAT MANUAL DAMPER - OPPOSED BLADE 12"0 SD SMOKE DETECTOR TYPE UNLESS NOTED .OTHERWISE) ( =TZ: -ECCENTRIC MOTOR ACTIVATED CONTROL DAMPER .TRANSITION TO THERMOSTAT OR SENSOR TRANSITION - CONCENTRIC © CARBON DIOXIDE SENSOR/CONTROLLER FLEXIBLE CONNECTION 1 2 3 4 B ALL SOULS CATHOLIC COMMUNITY CHURCH- BUILDING SANFORD, FLORIDA Allan and Conrad, Onc. Structural Engineers AIR Millar Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/signature l I �blo STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 D lob number 2037.04 drawn by AEW checked by MEY revisions W sheet title/contente MECHANICAL SYMBOLS AND ABBREVIATIONS NOT TO SCALE drawing number M001 sheet 00. of ��... L... :Y. I. L _ I I L _ _�1 I . � l ___..,.LP_IVl � 111_. _ 1- _ ,. : .. �.... _....<. —I ..�.. .:.,, , �' i ____________ LOCATIONS/ELEVATIONS INDICATED ON CONTRACT DRAWINGS I it II I 2 3 4 5 7 REFER TO DIVISION 2 AND 15 SPECIFICATIONS FOR I' ! MECHANICAL PIPING CONSTRUCTION AND INSTALLATION. i ,i ------- 3. NOTES: MAI, Landscape Architects, Inc. ` IIIUIiit 111.,1 n r .4'I�ry uIulVuVllllll6ullllllllllllr C•l .-----------------`---------------------- ------------------- I 2 3 F3 M1.1 I M1.3 f.; SHEET NOTES: 1. FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING ' I7 UTILITIES. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN �' i ____________ LOCATIONS/ELEVATIONS INDICATED ON CONTRACT DRAWINGS I it II I AND FIELD VERIFIED CONDITIONS. 2. REFER TO DIVISION 2 AND 15 SPECIFICATIONS FOR I' ! MECHANICAL PIPING CONSTRUCTION AND INSTALLATION. i ,i ------- 3. PIPE SIZES INDICATE REQUIRED SERVICE LINE SIZE OR MAI, Landscape Architects, Inc. ` CARRIER (INTERNAL) LINE SIZE OF CONDUIT PIPING Landscape Architecture'! SYSTEMS. REFER TO SPECIFICATIONS FOR INSULATION " - THICKNESSES REQUIRED FOR CONDUIT PIPING SYSTEMS AND fah CONDUIT (OUTER) PIPING SIZE. �- - 4. ALL PIPING INDICATED EXTERIOR TO BUILDING SHALL BE drawn by INSTALLED BELOW GROUND UNLESS NOTED OTHERWISE: 5. COORDINATE WORK AT EXISTING UTILITY LOCATIONS WITH CITY OF SANFORD, FLORIDA POWER AND LIGHT, BRIGHT HOUSE, BELL SOUTH AND FLORIDA PUBLIC UTILITIES GAS COMPANY - lA� A r b, SERVICE INTERRUPTIONS (IF REQUIRED) SHALL BE SCHEDULED 1 WITH THE RESPECTIVE UTILITY PROVIDER. WORK TO EXISTING MEY UTILITIES- SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS {' "II OF THE RESPECTIVE PROVIDER. i d I�ii� .' --_._.—,._._ .... . .. , . .....�............:._.... . . .......... .-.. 1 ..... .. .......: , ............ ... ........ M Z Ft ,� �y l C rh i slkl� aJm p� �Il Mo {{A f l ry#I�Ir ROGNERS, LOVELOCK FRITZ, NSC. x$ itYrJ Arch, ltectur® F`#" s. t� A Engineering I, { Interior Design f4, to a,fy�r� YgJ � 145 Lincoln Avenue } tl F.O. Box 730 In Winter Park, Florida 32790-0780 a (407) 847-1039 �I Telefax (407) 829-9409r �t r� License Number AA C000584 License Number EB 0000829 fl;0 project 'title & owner's name CATHOLIC DIOCESE OF ORLANDO az 4� k ,1 B ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDINO SANFORD, FLORIDA �r ti j w aA� .. :� OR 9 7yt �l ..gill Allan and Conrad, Linc. I �' Structural Engineers (1, � AIR Miller Engineering, Inc. Civil Engineering MAI, Landscape Architects, Inc. ` D job number Landscape Architecture'! JAt{ r w 2037.04 fah rax. Y4 `. drawn by Goal/signature P J R �r ti j w aA� .. :� OR 9 I e7u# sheet title/contents it, MECHANICAL 1, �r V ,Z SITE PLAN' # al �d } F pgtk 116"=10 4h li# j 1 x� drawing number Yt6y' r 6�1 0 8' 16' 48' F y, 1/16 it -019 A�. 1 1.. ! f �l, 4krt i sheet 00 of �; �f �. STEVEN M. HINGTGEN, PE 00400241 1; date " y:, 16 JANUARY 2006 1f r {1 D job number JAt{ r w 2037.04 fah I drawn by P J R I xy { lA� A r b, checked by �n F� MEY revisions r y JS# r, f� I e7u# sheet title/contents it, MECHANICAL 1, �r V ,Z SITE PLAN' # al �d } F pgtk 116"=10 4h li# j 1 x� drawing number Yt6y' r 6�1 0 8' 16' 48' F y, 1/16 it -019 A�. 1 1.. ! f �l, 4krt i sheet 00 of �; �f �. 1; jPtjtj " y:, 1 MAf " If }� C I { I e7u# sheet title/contents it, MECHANICAL 1, �r V ,Z SITE PLAN' # al �d } F pgtk 116"=10 4h li# j 1 x� drawing number Yt6y' r 6�1 0 8' 16' 48' F y, 1/16 it -019 A�. 1 1.. ! f �l, 4krt i sheet 00 of �; �f �. 0 IL E A 2 00 j I 0 0 00 1 00 M1.2 M1.4 I I 00 L__ __j CF4- ...... .... ---------------- B2 M1.2 M1.5 ....... ... ..... .. ........... ... ................. ..................... .......... IJi "' Illlllli„illi . ......... .................. ...................... III ...................... ...................... Rjl�i ............. .................... ............... .................... .................. .. . ........... I ................. ............... .. ............ ..... ... . ... ........... ............ .............. II. . .. .. .... .. .. .. .... .. ......... ill �I In. ....... .. ..uI i Til . ............... ............ ................. .................. .................... ..... . ..... ........... ............ ..... .. .... .. ........ . ........... . ... ...... ....... . . . . ............ ... ............ . . .................... . . . .... ...... p MIX .. .. ........... CH!E- rp w.1; ;Pi, A 5 a 7 i"' NOTES: 3" SHEET NOTES: . ............... ...... ...... 4. . . . .. . .... . ir ii ...... ... .. .. ...... . . .. ...... .......IIa,_ ..... .I .... ....... III ................ . . ............ . . ;Pi, A 5 a 7 i"' NOTES: 3" SHEET NOTES: I I , . ............... ...... ...... 4. . . . .. . .... . ir ii ...... ... .. .. ...... . . .. ...... .......IIa,_ ..... .I II ................ . . ............ . . .... ...... ... ..... ... - - T ..... ...... ... .... ...... ... .... ...... ..... ..... ..... ..... . I 1.... II I ... ...... ........ .... . .. ...... .... . . .. ... ... ... .. .... .. . . ........ ...... ..... .. ...... ... _j .. . .... ...... ....... .... ..... . . ...... .. ..... ...... I I , . ............... ................. I I , 17 ii ...... ... .. .. ...... . . .. ...... .......IIa,_ ..... .I II . . ... ........... ... . . . . . . . . . . iIl ................... ............... .................... ........... ........... .... ................... ........................ ..................... ................ . .............. :::::::::, .... . . . ............ .............. .......... . ......... ........................ ............... ........................ 61 F- 3” CHIWS CHWR 1 2 3 rF3ENLAR M1 . 11M1.2 1/8 =11 1. FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING "N UTILITIES. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN RO.P.-MRS, LOVELOCK & FRIT7. INC. LOCATIONS/ELEVATIONS INDICATED ON CONTRACT DRAWINGS AND FIELD VERIFIED CONDITIONS. Arb hitecture A 2. REFER TO DIVISION 2 AND 15 SPECIFICATIONS FOR Engineering MECHANICAL PIPING CONSTRUCTION AND INSTALLATION. Interior Designty 43 3. PIPE SIZES INDICATE REQUIRED SERVICE LINE SIZE OR 146 Lincoln Avenue � CARRIER (INTERNAL) LINE SIZE OF CONDUIT PIPING 12.0.Box 730 SYSTEMS. REFER TO SPECIFICATIONS FOR INSULATION Winter Park, Florida 32700-0730 THICKNESSES REQUIRED FOR CONDUIT PIPING SYSTEMS AND (407) 847-1039 CONDUIT (OUTER) PIPING SIZE. Telefax (407) 029-9409 4. ALL PIPING INDICATED EXTERIOR TO BUILDING SHALL BE License Number AA C000564 INSTALLED BELOW GROUND UNLESS OTHERWISE NOTED. License Number EB 0000029 project title & owner's name 5. COORDINATE WORK AT EXISTING UTILITY LOCATIONS WITH CITY OF SANFORD, FLORIDA POWER AND LIGHT, BRIGHT HOUSE, CATHOLIC DIOCESE BELL SOUTH AND FLORIDA PUBLIC UTILITIES GAS COMPANY OF ORLANDO SERVICE INTERRUP11ONS (IF REQUIRED) SHALL BE SCHEDULED WITH THE RESPECTIVE UTILITY PROVIDER. WORK TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE RESPECTIVE PROVIDER. 6. MINIMUM BRANCH PIPING SIZE SHALL BE 3/4 ALL SOULS B 7. MOUNT ROOM THERMOSTATS/SENSORS AT 48 INCHES AFF, CATHOLIC COMMUNITY UNLESS OTHERWISE NOTED. CHURCH- BUILDING' 8. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL SANFORD, FLORIDA VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS AND ASSEMBLY DETAILS. II 9. PIPING LOCATIONS SHOWN ARE SCHEMATIC. REFER TO SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION DRAWING REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION OF PIPING UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT THE SITE. A00an and Conrad, Onc. 10. PROVIDE ACCESS PANELS IN NON—ACCESSIBLE GENERAL Structural Engineers CONSTRUCTION SUBSTRATES FOR MAINTENANCE AND ADJUSTMENT OF ALL CONCEALED VALVES, FLOW CONTROL AR M1110er Engineering, Inc. Clvll Engineering DEVICES AND EQUIPMENT. REFER TO SPECIFICATIONS. WOOD, GYPSUM DRYWALL AND CONCEALED SPLINE 11LE CEILINGS MAI Landscape Architects, Inc. ARE CONSIDERED NON—ACCESSIBLE. Landscape Architecture 11. PROVIDE FIRE RATED SLEEVES FOR PIPING PENETRATIONS THROUGH RATED ASSEMBLIES. COORDINATE WITH LIFE C SAFETY PLANS. REFER TO TYPICAL PIPE SLEEVE DETAILS. seal/signature KEY NOTES: CONCRETE THRUST BLOCK. 5 (DTO AHU/1.1 CONTROLLER. CONCRETE PIPE GUIDE. STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 D Job number 2037.04 drawn by PJR chocked by MEY ti revisions 41 E ra sheet title/contents ENLARGED MECHANICAL SITE PLAN F 1/8 drawing number 0 4# 81 24' 1/8 M102 A sheet 00 of 8 17 . . ... ........... ... . . . . . . . . . . iIl ................... ............... .................... ........... ........... .... ................... ........................ ..................... ................ . .............. :::::::::, .... . . . ............ .............. .......... . ......... ........................ ............... ........................ 61 F- 3” CHIWS CHWR 1 2 3 rF3ENLAR M1 . 11M1.2 1/8 =11 1. FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING "N UTILITIES. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN RO.P.-MRS, LOVELOCK & FRIT7. INC. LOCATIONS/ELEVATIONS INDICATED ON CONTRACT DRAWINGS AND FIELD VERIFIED CONDITIONS. Arb hitecture A 2. REFER TO DIVISION 2 AND 15 SPECIFICATIONS FOR Engineering MECHANICAL PIPING CONSTRUCTION AND INSTALLATION. Interior Designty 43 3. PIPE SIZES INDICATE REQUIRED SERVICE LINE SIZE OR 146 Lincoln Avenue � CARRIER (INTERNAL) LINE SIZE OF CONDUIT PIPING 12.0.Box 730 SYSTEMS. REFER TO SPECIFICATIONS FOR INSULATION Winter Park, Florida 32700-0730 THICKNESSES REQUIRED FOR CONDUIT PIPING SYSTEMS AND (407) 847-1039 CONDUIT (OUTER) PIPING SIZE. Telefax (407) 029-9409 4. ALL PIPING INDICATED EXTERIOR TO BUILDING SHALL BE License Number AA C000564 INSTALLED BELOW GROUND UNLESS OTHERWISE NOTED. License Number EB 0000029 project title & owner's name 5. COORDINATE WORK AT EXISTING UTILITY LOCATIONS WITH CITY OF SANFORD, FLORIDA POWER AND LIGHT, BRIGHT HOUSE, CATHOLIC DIOCESE BELL SOUTH AND FLORIDA PUBLIC UTILITIES GAS COMPANY OF ORLANDO SERVICE INTERRUP11ONS (IF REQUIRED) SHALL BE SCHEDULED WITH THE RESPECTIVE UTILITY PROVIDER. WORK TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE RESPECTIVE PROVIDER. 6. MINIMUM BRANCH PIPING SIZE SHALL BE 3/4 ALL SOULS B 7. MOUNT ROOM THERMOSTATS/SENSORS AT 48 INCHES AFF, CATHOLIC COMMUNITY UNLESS OTHERWISE NOTED. CHURCH- BUILDING' 8. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL SANFORD, FLORIDA VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS AND ASSEMBLY DETAILS. II 9. PIPING LOCATIONS SHOWN ARE SCHEMATIC. REFER TO SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION DRAWING REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION OF PIPING UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT THE SITE. A00an and Conrad, Onc. 10. PROVIDE ACCESS PANELS IN NON—ACCESSIBLE GENERAL Structural Engineers CONSTRUCTION SUBSTRATES FOR MAINTENANCE AND ADJUSTMENT OF ALL CONCEALED VALVES, FLOW CONTROL AR M1110er Engineering, Inc. Clvll Engineering DEVICES AND EQUIPMENT. REFER TO SPECIFICATIONS. WOOD, GYPSUM DRYWALL AND CONCEALED SPLINE 11LE CEILINGS MAI Landscape Architects, Inc. ARE CONSIDERED NON—ACCESSIBLE. Landscape Architecture 11. PROVIDE FIRE RATED SLEEVES FOR PIPING PENETRATIONS THROUGH RATED ASSEMBLIES. COORDINATE WITH LIFE C SAFETY PLANS. REFER TO TYPICAL PIPE SLEEVE DETAILS. seal/signature KEY NOTES: CONCRETE THRUST BLOCK. 5 (DTO AHU/1.1 CONTROLLER. CONCRETE PIPE GUIDE. STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 D Job number 2037.04 drawn by PJR chocked by MEY ti revisions 41 E ra sheet title/contents ENLARGED MECHANICAL SITE PLAN F 1/8 drawing number 0 4# 81 24' 1/8 M102 A sheet 00 of 8 , 11 ..�.._�_.�__. .._...�_____. _.._L_..--- ._._. ..._5... '� ...i----� ..._.....__......._--- --. .._.__......----- -...----.�..._..-- -...__.___L_--_�._ti ._.�_._.....�..1_11L..�.J_�� __.�.1.�. L.L_._��_LL._.�-_..1_....--�-.__..- --�. --- � --------------�--I-"-----------,-L-'-`__:-.__ 2 3 4 5 7 0 9 14 1 NMCIA rn ENLARGED SITE PIPING — CHILL M1.11M1.3 1/8 9 2 3 b ATER PIPING A fJ N Nil" NOTES: SHEET NOTES: k 1. FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN ROGERS,LOVELOCK & FRITZ, SIC LOCATIONS/ELEVATIONS INDICATED ON CONTRACT DRAWINGS AND FIELD VERIFIED CONDITIONS. ArchitectureAy' 2. REFER TO DIVISION 2 AND 15- SPECIFICATIONS FOR A Engineering MECHANICAL PIPING CONSTRUCTION AND INSTALLATION. Int®rior Design 3. PIPE SIZES INDICATE REQUIRED SERVICE LINE SIZE OR 146, Lincoln Avenue CARRIER (INTERNAL) LINE SIZE OF CONDUIT PIPING P.O. Box 730 I' Winter Park, Florida 82790-0730 [' SYSTEMS. REFER TO SPECIFICATIONS FOR INSULATION THICKNESSES REQUIRED FOR CONDUIT PIPING SYSTEMS AND (407) 647-1039 CONDUIT (OUTER) PIPING SIZE. Telefax (407) 629-e409 4. ALL PIPING INDICATED EXTERIOR TO 'BUILDING SHALL BE License Number AA C000664 INSTALLED BELOW GROUND UNLESS OTHERWISE NOTED. License Number EB 0000828 project title & owner's name 5. COORDINATE WORK AT EXISTING UTILITY LOCATIONS WITH CITY OF SANFORD, FLORIDA POWER AND LIGHT, BRIGHT HOUSE, CATHOLIC DIOCESE BELL SOUTH AND FLORIDA PUBLIC UTILITIES GAS COMPANY OF ORLANDO SERVICE INTERRUPTIONS (IF REQUIRED) SHALL BE SCHEDULED WITH THE RESPECTIVE UTILITY PROVIDER. WORK TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE RESPECTIVE PROVIDER. 6. MINIMUM BRANCH PIPING SIZE SHALL BE 3/4 ALL SOULS 7. MOUNT ROOM THERMOSTATS/SENSORS AT 48 INCHES AFF, CATHOLIC COMMUNITY UNLESS OTHERWISE NOTED. CHURCH - BUILDING t . 8. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL SANFORD, FLORIDA{ VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS AND ASSEMBLY DETAILS. 9. PIPING LOCATIONS SHOWN ARE SCHEMATIC. REFER TO SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION DRAWING REQUIREMENTS. DO NOT PROCEED WITH '! INSTALLATION OF PIPING UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT THE SITE. 10. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE GENERAL A10�4rv°�� ���°��� ���' Structural Enpinsers CONSTRUCTION SUBSTRATES FOR MAINTENANCE AND ADJUSTMENT OF ALL CONCEALED VALVES, FLOW CONTROL AR M1110®r Engin®ering, Inc, Civil Engineering DEVICES AND EQUIPMENT. REFER TO SPECIFICATIONS. WOOD, GYPSUM DRYWALL AND CONCEALED SPLINE 11LE CEILINGS MAI Landscape Architects Inc. ARE CONSIDERED NON -ACCESSIBLE. Landscape. Architecture 11. PROVIDE FIRE RATED SLEEVES FOR PIPING PENETRATIONS THROUGH RATED ASSEMBLIES. COORDINATE WITH LIFE SAFETY PLANS. REFER TO TYPICAL PIPE SLEEVE DETAILS. seal/signature KEY NOTES: h' Q CONCRETE THRUST BLOCK.Fj 2� TO AHU/1.2 CONTROLLER. 3 TO AHU 1.3 CONTROLLER., ® DROP 3/4" RS AND 3/8" RL DOWN 1N PLUMBING CHASE. BREAK 90' THRU EXTERIOR WALL AND EXTEND TO CU/1. 1 f �64 05 DROP 7/8" RS AND 1/2" RL DOWN BREAK 90' THRU EXTERIOR WALL AND EXTEND TO CU/2. I. Q DROP 3/4" DRAIN DOWN - TERMINATE 12" ABOVE JANITOR'S STEVEN M. HINGTGEN, PE 0040024 RECEPTOR, dater 0 CAP FOR CLEAN OUT. 16 JANUARY 2006 ( RACK PIPING TO EXTERIOR WALL ON UNISTRUT TYPE D Job number FRAMING WITH CLIPS AT APPROXIMATELY' 18" ABOVE GRADE. 2037.04 d CONCRETE PIPE GUIDE: drawn by P J R checked by l ME 0 4' 8' 24' 1/8 - if -019 U 570 E 2 L'" nullic• ninlikir% c" numm ninikin STEEL FLANGE—,,""" a 00 DOUBLE NUTS WITH WASHERS/ TYP. SLEEVE 3/8- GALVANIZE STEEL THREADED ROD TYP. OF TWO CONCRETE TEE THRUST BLOCK %jV17V1%L_1L_ V111LAA-11% 1 11 L_ SYSTEM PAD SUPPORT TYP. K'C`iSECTION M1.41M1.4 1/4 4-011 i cy APPROX. EXTERIOR WALL r PVC FLANGE FLOOR GRADE PRE -INSULATED PIPING SLEEVE WITH LINK SEAL 8" T7 0 0 -7 — FOUNDATION A 'q HOOK TYP. 24 #9 BARS BOTH WAYS NOTE: PIPE RISERS TO WATER CHILLER ARE SIMILAR EXEPT NO FOUNDATION, WALL OR FLOOR PENETRATION. SECTION FK`F�iRISER TI IM1.4 NOT TO SCALE T BLOCK ANCHOR DEI 1 ISI 3 4 5 1" MAKE UP WATER PIPING CH 6" CHWR PIPING 1 6" CHWS PIPING r---1 17`� E`IIIIIIIIIIIII711 E-71 17-77771 AS P 2 3/4 GRADE RACK PIPE CONCRETE PEDESTAL RACK PIPE CONCRETE CHILLER SUPPORT BLOCK TYP. SUPPORT TYP. SYSTEM PAD 1" MAKE UP WATER PIPING PROVIDE DIELECTRIC ISOLATION AS REQUIRED 6" CHWS PIPING 6" CHWR PIPING 1/2- GALVANIZED STEEL TYP. THREADED U -BOLT TYP. 2" X 2- X 3/16" STEEL ANGLE FRAMING. ALL WELDED WITH MITERED JOINTS SECURE TO CONCRETE WITH (4) 1/2 X 4- ANCHOR BOLTS (TYPICAL OF EACH BASE PLATE). 4- X 4" X 3/16" STEEL BASE PLATE WELDED TO ANGLE LEGS --. M TYPICAL 0 rc4 SECTION M1.4jM1.4 1/4 4—on ANCHOR TO SUPPOR 1/2" NUTS AND LOC REINFORCED CONCRE 171 171 01 F— — — — — — — — — F 1 0 0 00 C I I CH 3/4" BELL SOUTH AND FLORIDA PUBLIC UTILITIES GAS COMPANY - OF ORLANDO SERVICE INTERRUPTIONS (IF REQUIRED) SHALL BE SCHEDULED B B WITH THE RESPECTIVE UTILITY PROVIDER. WORK TO EXISTING +1 b UTILITIES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS 2 OF THE RESPECTIVE PROVIDER. 6. MINIMUM BRANCH PIPING SIZE SHALL BE 3/4 . ALL SOULS B 7. MOUNT ROOM THERMOSTATS/SENSORS AT 48 INCHES AFF, CATHOLIC COMMUNITY L P UNLESS OTHERWISE 2 CHURCH NOTED. -BUILDING 00 8. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL SANFORD, FLORIDA ic- VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS AND i U 00 5 1 1 ASSEMBLY DETAILS. ^Ci 9. PIPING LOCATIONS SHOWN ARE SCHEMATIC. REFER TO - ET M1.4 M1.4 SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION L _J 1 DRAWING REQUIREMENTS. DO NOT PROCEED WITH E I INSTALLATION OF PIPING UNTIL APPROVED SHOP DRAWINGS 3/411 AS - ARE AVAILABLE AT THE SITE. 2 i Allan and Conrad, Onc. I .................... 10. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE GENERAL Structural Engineers CIF ........ .. . . 1111-t- . 0% CONSTRUCTION SUBSTRATES FOR MAINTENANCE AND L4� AR Miller Engineering, Inc. �- CHWSADJUSTMENT OF ALL CONCEALED VALVES, FLOW CONTROL Civil Engineering A DEVICES AND EQUIPMENT. REFER TO SPECIFICATIONS. WOOD, MAI Landscape Architects, Inc. GYPSUM DRYWALL AND CONCEALED SPLINE TILE CEILINGS Landscape Architecture ARE CONSIDERED NON -ACCESSIBLE. 11. PROVIDE FIRE RATED SLEEVES FOR PIPING PENETRATIONS THROUGH RATED ASSEMBLIES. COORDINATE WITH LIFE C SAFETY PLANS. REFER TO TYPICAL PIPE SLEEVE DETAILS. seal/signature 12. REFER TO TYPICAL DETAIL SHEETS FOR SEISMIC BRACING DETAILS. COORDINATE BRACING WITH DUCTWORK AND CABLE TRAY LOCATIONS. rc_5CHILLER4-YARD PLAN KEY NOTES: M1.2 M1.4 1/4 RISER THRUST BLOCK ANCHOR. COORDINATE FINAL LOCATION OF MAKE-UP WATER WITH PLUMBING DRAWINGS. RACK PIPE SUPPORT - TYPICAL. CHEMICAL SHOT FEEDER - PROVIDE STEEL ANGLE MOUNTING RACKWORK SIMILAR TO RACK PIPE SUPPORT. STEVEN M. HINGTGEN, PE 0040024 O5 CRADLE PIPE SUPPORT - TYPICAL. date 16 JANUARY 2006 D job number FULL FILLET WELD STAND STEEL FLOOR FLANGE TO 203 7.04 TO FLOOR FLANGE BASE NOT LESS THAN THREE (3) drawn by PIPE DIAMETERS IN WIDTH AND NOT LESS THAN 1/2" THICK P J R 7 8r Yl Iai NOTES: r 6 ! SHEET NOTES: 1. FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN ROGIERsi LOVELOCK & FRITZ, WC. LOCATIONS/ELEVATIONS INDICATED ON CONTRACT DRAWINGS AND FIELD VERIFIED CONDITIONS. Architecture A Engineering 2. REFER TO DIVISION 2 AND 15 SPECIFICATIONS FOR MECHANICAL PIPING CONSTRUCTION AND INSTALLATION. Interior Design 3. PIPE SIZES INDICATE REQUIRED SERVICE LINE SIZE OR 145 Lincoln Avenue CARRIER (INTERNAL) LINE SIZE OF CONDUIT PIPING P.O. Box 730 SYSTEMS. REFER TO SPECIFICATIONS FOR INSULATION Winter Park, Florida 32790-0730 THICKNESSES REQUIRED FOR CONDUIT PIPING SYSTEMS AND (407) 847-1039 Telefax (407) 629-9409 CONCRETE CHILLER CONDUIT (OUTER) PIPING SIZE. SYSTEM PAD License Number AA C000584 4. ALL PIPING INDICATED EXTERIOR TO BUILDING SHALL BE License Number ES 0000629 INSTALLED BELOW GROUND UNLESS OTHERWISE NOTED. project title & owner's name 5. COORDINATE WORK AT EXISTING UTILITY LOCATIONS WITH CITY OF SANFORD, FLORIDA POWER AND LIGHT, BRIGHT HOUSE, CATHOLIC DIOCESE FRONT ELEVATION I SIDE ELEVATION F4 RACK PIPE SUPPORT DETA P1.1jM1.4 NOT TO SCALE � 4 ANCHOR FLOOR FLANGE �OT TO CONCRETE FLOOR, NOT LESS THAN FOUR (4)�Z ANCHOR BOLTS V11110hl'l NO FULL FILLET WELD SCH 40 PIPE SUPPORT 1/2 PIPE SIZE OF CARRIER PIPE REINFORCED CONCRETE CARRIER PIPE TO BE SUPPORTED chocked by PIPE SADDLE FOR INSULATED MEY PIPE LENGTH 1.5 TIMES revisions 1113ULMHUN UIMMLILR \1\_SCH 40 STEEL PIPE CRADLE ONE SIZE LARGER THAN PIPE E 'P.R I ADE,:Irr­��'11�11:rlrl�­ 0 sheet title/contents .1 �F 0 C) 1CRADLE PIPE M1.4 NOT TO SCALE 2 3 4 5 7 PI I U M 0- 28.00 0- 26.00 0- 24.00 0- 22.00 0- 20.00 CHURCH BUILDING 0- 28.00 0- 26.00 D 9A 24.00 MV 0- 22.00 20.00 18.00 16.00 E [A (`c_�2SITE "PIPING PROFILE M1.21M1.5 1/4 4 -on 28.00 GRADE . 0- . . . ............ . ............ 0- 26.00 �24.00 _ 1111wilwil %) Firlimu I I 11%%J%J I LJL—%J%if% I I I . oz SITE PROFILE u1.3 ups 1/4 =1 0-000 REINFORCED CONCRETE TYP. A 7T77 r r7 -..L- 4, 36 PLAN- SECTION'HORIZONTAL TEE_ F2 SITE PIP M1.31M1.5 1/4 11=1 1-0 SO PROFILE 2 3 4 M-) PRE -INSULATED PIPING TYP. 7� _777-. 07-4 4 -P \00 SECTION - PARALLEL RISER - 18 #25 REINFORCING BARS 3000 PSIG6" CENTER TO CENTER CONCRETE 4 ZSPACED EVENLY BOTH 6WAYS - TYPICAL. PROVIDE ON TOP AND BOTTOM OF PIPE ALSO. 4 C14 CARRIER PIPING TYPICAL PIPE CASING TYPICAL 04 PROVIDE MINIMUM DIMENSION FROM PIPE CASING TO BASE OF CONCRETE - TYPICAL. CONCRETE PIPE GUIDE DETAIL IM1.5 NOT TO SCALE 4 REINFORCED CONCRETE TYP. 04 PLAN- SECTION - PARALLEL HORIZONTAL RUN 1CONCRETE THRUST BLOCKS DETAIL M1.5 NOT TO SCALE GRADE CHURCH BUILDING FLOOR 3" CHWS/CHWR PIPING K7�6SITE PIPING PROFILE M1.21 M1.5 1/4 4-011 R� RISER THRUST BLOCK TYP. LOVELOCK FRIT7q INC. Architecture A IlErigineering Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 847-1039 Telefax (407) 629-9409 License Number AA C000584 License Number EB 0000629 project title & owner's name CATHOLIC DIOCESE OF ORLANDO B ALL SOULS CATHOLIC COMMUNITY CHURCH -BUILDING SANFORD, FLORIDA Allan nand ConreLd, lace. Structural Engineers AR Mil er Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/signature �vU STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 D job number 2037.04 drawn by PJR chocked by MEY revisions BURIED UTILITY WARNING AND IDENTIFICATION TAPE GRADE 77rE BACKFILL MATERIALS PER SPECIFICATIONS 02300 AND 02551. 1 MAKE UP WATER PIPING PIPINGTION INSULA + + f sheet title/contents 6" CHILLED WATER PIPING BOTTOM OF TRENCH PIPING PROFILES 1-777-7- oqo AND DETAILS CHWS/CHWR P Mi 21M1.5 NOT TO SCALE Pi.1 7 IPING TRENCH DETAIL F AS NOTED drawing number 0 2' 4' 8' 12 ■ 1/4 to = it -Opp 8 shoot 00 of 7 CHURCH BUILDING I U M 0- 28.00 0- 26.00 0- 24.00 0- 22.00 0- 20.00 CHURCH BUILDING 0- 28.00 0- 26.00 D 9A 24.00 MV 0- 22.00 20.00 18.00 16.00 E [A (`c_�2SITE "PIPING PROFILE M1.21M1.5 1/4 4 -on 28.00 GRADE . 0- . . . ............ . ............ 0- 26.00 �24.00 _ 1111wilwil %) Firlimu I I 11%%J%J I LJL—%J%if% I I I . oz SITE PROFILE u1.3 ups 1/4 =1 0-000 REINFORCED CONCRETE TYP. A 7T77 r r7 -..L- 4, 36 PLAN- SECTION'HORIZONTAL TEE_ F2 SITE PIP M1.31M1.5 1/4 11=1 1-0 SO PROFILE 2 3 4 M-) PRE -INSULATED PIPING TYP. 7� _777-. 07-4 4 -P \00 SECTION - PARALLEL RISER - 18 #25 REINFORCING BARS 3000 PSIG6" CENTER TO CENTER CONCRETE 4 ZSPACED EVENLY BOTH 6WAYS - TYPICAL. PROVIDE ON TOP AND BOTTOM OF PIPE ALSO. 4 C14 CARRIER PIPING TYPICAL PIPE CASING TYPICAL 04 PROVIDE MINIMUM DIMENSION FROM PIPE CASING TO BASE OF CONCRETE - TYPICAL. CONCRETE PIPE GUIDE DETAIL IM1.5 NOT TO SCALE 4 REINFORCED CONCRETE TYP. 04 PLAN- SECTION - PARALLEL HORIZONTAL RUN 1CONCRETE THRUST BLOCKS DETAIL M1.5 NOT TO SCALE GRADE CHURCH BUILDING FLOOR 3" CHWS/CHWR PIPING K7�6SITE PIPING PROFILE M1.21 M1.5 1/4 4-011 R� RISER THRUST BLOCK TYP. LOVELOCK FRIT7q INC. Architecture A IlErigineering Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 847-1039 Telefax (407) 629-9409 License Number AA C000584 License Number EB 0000629 project title & owner's name CATHOLIC DIOCESE OF ORLANDO B ALL SOULS CATHOLIC COMMUNITY CHURCH -BUILDING SANFORD, FLORIDA Allan nand ConreLd, lace. Structural Engineers AR Mil er Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/signature �vU STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 D job number 2037.04 drawn by PJR chocked by MEY revisions BURIED UTILITY WARNING AND IDENTIFICATION TAPE GRADE 77rE BACKFILL MATERIALS PER SPECIFICATIONS 02300 AND 02551. 1 MAKE UP WATER PIPING PIPINGTION INSULA + + f sheet title/contents 6" CHILLED WATER PIPING BOTTOM OF TRENCH PIPING PROFILES 1-777-7- oqo AND DETAILS CHWS/CHWR P Mi 21M1.5 NOT TO SCALE Pi.1 7 IPING TRENCH DETAIL F AS NOTED drawing number 0 2' 4' 8' 12 ■ 1/4 to = it -Opp 8 shoot 00 of U2 I F E AF S R Q p N M L K H G F E D C M2.1 . .. ... I 8.6 ... A9 '1, -T . . .... ..... ...... - .. ... ..... ...... ........ ...... TYP.(D 1 1, 1 480,_ 5 5 . ...... .. ..... .. ............ ..... ........... .. . . . .......... . ..................... .................. . . .... .... . ....... .. 9 - ! ............. 9.4 rC 6*� M2.1 M4. NOTES: SHEET NOTES: KEY NOTES: 1. DUCT SIZES NOTED INDICATE MINIMUM INSIDE DIMENSIONS. 7. PROVIDE ACCESS DOORS IN DUCTWORK FOR VISUAL 60X30 RELIEF AIR DUCT UP - TRANSITION TO GRV/1.1.1 (1) DDC SYSTEM FILE SERVER SHELF UNIT. INSPECTION OF ALL CONTROL DAMPERS, TEMPERATURE ABOVE. PROVIDE DUCT ACCESS DOOR AT RISER BASE. 2. MINIMUM DUCT SIZE IS 10X6 EXCEPT WHERE SPECIFICALLY CONTROL DEVICES, SMOKE DETECTORS, FIRE DAMPERS AND (D 1OX10 EXHAUST DUCT UP TO EF/1.3.1 ON ROOF. INDICATED OTHERWISE. SMOKE DAMPERS. (D RETURN AND RELIEF DUCTS OPEN TO ORGAN CHAMBER TERMINATE WITH 1/2 X 1/2 X 18 GA WWF SERVED 3. DUCTWORK LOCATIONS SHOWN ARE SCHEMATIC. REFER TO 8. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE GENERAL TO END. SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION CONSTRUCTION SUBSTRATES FOR MAINTENANCE AND DRAWING REQUIREMENTS. DO NOT PROCEED WITH ADJUSTMENT OF ALL CONCEALED DAMPERS, AIR CONTROL BALANCE TO 4170 CFM RA. INSTALLATION OF DUCTWORK UNTIL APPROVED SHOP DEVICES, EQUIPMENT AND DUCTWORK ACCESS DOORS. DRAWINGS ARE AVAILABLE AT THE SITE, WOOD, GYPSUM DRYWALL AND CONCEALED SPLINE TILE (a) TO EF/1.2.2 DDC CONTROLLER. 4. COORDINATE CEILING DIFFUSER, REGISTER AND GRILLE CEILINGS ARE CONSIDERED NON -ACCESSIBLE. (D CAP DUCT END. LOCATIONS WITH REFLECTED CEILING PLANS. 9. REFER TO TYPICAL DETAIL SHEETS FOR GENERAL DUCTWORK CONSTRUCTION, INSTALLATION, ASSEMBLY DETAILS, AND PROVIDE REMOTE ACTUATOR FOR BALANCING DAMPER 5. SIDEWALL REGISTERS AND LINEAR TYPE DIFFUSERS SHALL CONNECTIONS TO AIR TERMINALS. DAMPER - TYPICAL. BE INSTALLED PLUMB AND LEVEL ALONG A COMMON ELEVATION IN SPACE SERVED. 10. REFER TO MECHANICAL PIPING FLOOR PLANS FOR SANCTUARY SIDEWALL SUPPLY REGISTER 22X6 FACE - THERMOSTAT AND TEMPERATURE SENSOR LOCATIONS. TYPICAL. 6. INSIDE AREAS OF DUCTWORK VISIBLE THROUGH DIFFUSERS, REGISTERS, GRILLES AND LOUVERS SHALL BE PAINTED FLAT BLACK. 2 3 4 5 7 N OA8 I I I . . ................................. 5.8 .......... ...... . .... ..................... . . . 6 ... ........... ... .. — . ..... .......... STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 R I, D Job number 2037.04 CD—A drawn by 190 AEW RR—A chocked by 760 CD -C 120 MEY revisions E I 10 rd GROUND FLOOR PLAN DUCTWORK I sheet 00 of 8 , U, 2 3 4 5 S R Q p N M L K H G F E D C M2.1 . .. ... I 8.6 ... A9 '1, -T . . .... ..... ...... - .. ... ..... ...... ........ ...... TYP.(D 1 1, 1 480,_ 5 5 . ...... .. ..... .. ............ ..... ........... .. . . . .......... . ..................... .................. . . .... .... . ....... .. 9 - ! ............. 9.4 rC 6*� M2.1 M4. NOTES: SHEET NOTES: KEY NOTES: 1. DUCT SIZES NOTED INDICATE MINIMUM INSIDE DIMENSIONS. 7. PROVIDE ACCESS DOORS IN DUCTWORK FOR VISUAL 60X30 RELIEF AIR DUCT UP - TRANSITION TO GRV/1.1.1 (1) DDC SYSTEM FILE SERVER SHELF UNIT. INSPECTION OF ALL CONTROL DAMPERS, TEMPERATURE ABOVE. PROVIDE DUCT ACCESS DOOR AT RISER BASE. 2. MINIMUM DUCT SIZE IS 10X6 EXCEPT WHERE SPECIFICALLY CONTROL DEVICES, SMOKE DETECTORS, FIRE DAMPERS AND (D 1OX10 EXHAUST DUCT UP TO EF/1.3.1 ON ROOF. INDICATED OTHERWISE. SMOKE DAMPERS. (D RETURN AND RELIEF DUCTS OPEN TO ORGAN CHAMBER TERMINATE WITH 1/2 X 1/2 X 18 GA WWF SERVED 3. DUCTWORK LOCATIONS SHOWN ARE SCHEMATIC. REFER TO 8. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE GENERAL TO END. SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION CONSTRUCTION SUBSTRATES FOR MAINTENANCE AND DRAWING REQUIREMENTS. DO NOT PROCEED WITH ADJUSTMENT OF ALL CONCEALED DAMPERS, AIR CONTROL BALANCE TO 4170 CFM RA. INSTALLATION OF DUCTWORK UNTIL APPROVED SHOP DEVICES, EQUIPMENT AND DUCTWORK ACCESS DOORS. DRAWINGS ARE AVAILABLE AT THE SITE, WOOD, GYPSUM DRYWALL AND CONCEALED SPLINE TILE (a) TO EF/1.2.2 DDC CONTROLLER. 4. COORDINATE CEILING DIFFUSER, REGISTER AND GRILLE CEILINGS ARE CONSIDERED NON -ACCESSIBLE. (D CAP DUCT END. LOCATIONS WITH REFLECTED CEILING PLANS. 9. REFER TO TYPICAL DETAIL SHEETS FOR GENERAL DUCTWORK CONSTRUCTION, INSTALLATION, ASSEMBLY DETAILS, AND PROVIDE REMOTE ACTUATOR FOR BALANCING DAMPER 5. SIDEWALL REGISTERS AND LINEAR TYPE DIFFUSERS SHALL CONNECTIONS TO AIR TERMINALS. DAMPER - TYPICAL. BE INSTALLED PLUMB AND LEVEL ALONG A COMMON ELEVATION IN SPACE SERVED. 10. REFER TO MECHANICAL PIPING FLOOR PLANS FOR SANCTUARY SIDEWALL SUPPLY REGISTER 22X6 FACE - THERMOSTAT AND TEMPERATURE SENSOR LOCATIONS. TYPICAL. 6. INSIDE AREAS OF DUCTWORK VISIBLE THROUGH DIFFUSERS, REGISTERS, GRILLES AND LOUVERS SHALL BE PAINTED FLAT BLACK. 2 3 4 5 7 N OA8 I I I . . ................................. 5.8 .......... ...... . .... ..................... . . . 6 ... ........... ... .. — . ..... .......... STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 R I, D Job number 2037.04 CD—A drawn by 190 AEW RR—A chocked by 760 CD -C 120 MEY revisions E I 10 rd GROUND FLOOR PLAN DUCTWORK I sheet 00 of 8 , U, 0 4 S R 1. DUCT SIZES NOTED INDICATE MINIMUM INSIDE DIMENSIONS. r" I LI IIII Y I I i b I44 py I I 1 i� �' 9 M, i I' i DUCTWORK LOCATIONS SHOWN ARE SCHEMATIC. REFER TO SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION 2 0 4 S R 7 NOTES: SHEET NOTES: 1. DUCT SIZES NOTED INDICATE MINIMUM INSIDE DIMENSIONS. I a 6 ,.r I { I INDICATED OTHERWISE. 3. DUCTWORK LOCATIONS SHOWN ARE SCHEMATIC. REFER TO SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION 3 4 5 7 NOTES: SHEET NOTES: 1. DUCT SIZES NOTED INDICATE MINIMUM INSIDE DIMENSIONS. 2. MINIMUM DUCT SIZE IS 10X6 EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. 3. DUCTWORK LOCATIONS SHOWN ARE SCHEMATIC. REFER TO SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION DRAWING REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION OF DUCTWORK UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT THE SITE. F 4. COORDINATE CEILING DIFFUSER, REGISTER AND GRILLE LOCATIONS WITH REFLECTED CEILING PLANS. 5. SIDEWALL REGISTERS AND LINEAR TYPE DIFFUSERS SHALL BE INSTALLED PLUMB AND LEVEL ALONG A COMMON ELEVATION IN SPACE SERVED. 6. INSIDE AREAS OF DUCTWORK VISIBLE THROUGH DIFFUSERS, REGISTERS, GRILLES AND LOUVERS SHALL BE PAINTED FLAT BLACK. 2 7. PROVIDE ACCESS DOORS IN DUCTWORK FOR VISUAL INSPECTION OF ALL CONTROL DAMPERS, TEMPERATURE CONTROL DEVICES, SMOKE DETECTORS, FIRE DAMPERS AND SMOKE DAMPERS. 8. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE GENERAL CONSTRUCTION SUBSTRATES FOR MAINTENANCE AND ADJUSTMENT OF ALL CONCEALED DAMPERS, AIR CONTROL DEVICES, EQUIPMENT AND DUCTWORK ACCESS DOORS. WOOD, GYPSUM DRYWALL AND CONCEALED SPLINE TILE CEILINGS ARE CONSIDERED NON -ACCESSIBLE. 9. REFER TO TYPICAL DETAIL SHEETS FOR GENERAL DUCTWORK CONSTRUCTION, INSTALLATION, ASSEMBLY DETAILS, AND CONNECTIONS TO AIR VALVES AND AIR TERMINALS. 10. REFER TO MECHANICAL PIPING FLOOR PLANS FOR THERMOSTAT AND TEMPERATURE SENSOR LOCATIONS. hi ROOKS, LOVELOCK & FMT7q SIC. E Architecture A Engineering Interior Design 146 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0750 f (407) 847-1039 E Telefax (407) 829-9409 License Number AA C000684' License Number EB 0000829 1 project title d owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS CATHOLIC COMMUNITY 2.04 CHURCH - BUILDING SANFORD, FLORIDA Allan and Conrad, Onc. Structural Engineers 4 AIR Miller (Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture _ 5 T C seal/signature 5.2 v 5.8 6 STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 D job number 2037.04 drawn by AEW checked by M EY revisions - 10 E sheet title/contents ROOF PLAN DUCTWORK F "T 4M, 14 10 F rc-2ENLARGED PLAN M2.1 I M4.1 1/4 = 11-01f 4 2 M4.1 I M4.1 17EN11111111ITZA rDi"'\ ENLARGED PLAN M4.11M4.1 1/4 = it -011 M4.2 YP. EA. SIDE K`F�i ENLARGED PLAN M4.11 M4.1 1/4 = it -on F4 M4.1 M, KO`C�4 ENLARGED PLAN M 2.11 M 4.1 1/4 = 19-010 ENLARGED PLAN M4.11M4.1 1/4 = it -on K F-4 ENLARGED� PLAN M4.11M4.1 1/4 M4.2 1 2 3 U-4 7 -0 ^F7 M4.1 I M4.1 i 01,111 . ...... . 1.7 7 lark 40i A." NOTES: SHEET NOTES: 1 DUCT SIZES NOTED INDICATE MINIMUM INSIDE DIMENSIONS. ROGERS, LOVELOCK & FRIT7,INC. 5 2. MINIMUM DUCT SIZE IS 10X6 EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. Architecture A Engineering C 3. DUCTWORK LOCATIONS SHOWN ARE SCHEMATIC. REFER TOfN SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION Interior Design DRAWING REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION OF DUCTWORK UNTIL APPROVED SHOP 145 Lincoln Avenue r)RAWK]r.q ARE AVAILABLE F AT THE SITE. P.O. Box 730 Winter Park, Florida 32700-0730 (407) 647-1039 4. LOCATE PIPING AND DUCTWORK CLEAR OF ELECTRICAL PANELS AND EQUIPMENT INCLUDING SERVICE ACCESS Telefax (407) 629-9409 SPACES. xi License Number AA C000564 of 5. MINIMUM BRANCH PIPING SIZE SHALL BE 3/4 License Number ES 0000029 . project title & owner's name 6. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS AND CATHOLIC DIOCESE ASSEMBLY DETAILS. OF ORLANDO 7. PIPING LOCATIONS SHOWN ARE SCHEMATIC. REFER TO R. SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION DRAWING REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION OF PIPING UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT THE SITE. ALL SOULSu. B KEY NOTES: CATHOLIC COMMUNITY M CHURCH "BUILDING FLOOR. SANFORD, FLORIDA (DUNDERSIDE OF STRUCTURE. IXk 4" HIGH REINFORCED CONCRETE PAD. rA') un nPPP qPPPT METAL PLENUM FULL WIDTH AND wFir.PT OF LOUVER. R11 C6 ENLARGED PLAN TRANSITION TO LOUVER. N, -on Allan aa and Conrad, Onc. M2.1 M4.1 1/4 (DOUTDOOR AIR LOUVER ABOVE DOOR. Structural Engineers EnInc. COIL REMOVAL SPACE - DO NOT OBSTRUCT. AR Miller gineering, Civil Encinserina os ENLARGED PLAN M4.1 I M4.1 1/4 = it -on M4.2 rF 5*ENLARGED PLAN M4.11M4.1 1/4 = 1 0 M4.2 5 SLOPE BOTTOM TYPICAL. MAI Landscape Architects, Inc. Landscape Architecture i. vw ACCESS DOOR. (1D 10X8 EXH DUCT UP TRANSITION TO INLET OF EF/1.1.1 C S R ABOVE. seal/signature (1-1) 18X8 EXH DUCT UP TRANSITION TO INLET OF EF/1.2.1 ABOVE. P. 011 (1DSERVICE CLEARANCE FOR ELECTRIC DUCT HEATER. (ID REMOTELY MOUNTED ELECTRIC DUCT HEATER. 14 MINIMUM OA CONTROL DAMPER. ps}' (1D MAXIMUM OA CONTROL DAMPER. 16 AHU/1.1 MINIMUM OA MANUAL DAMPER BALANCE TO 1310 CFM CURRENT. (I7AHU/1.1 MAXIMUM OA MANUAL DAMPER BALANCE TO 350 CFM CURRENT. STEVEN M. HINGTGEN, PE 0040024 date 18 O AHU/1.2 MINIMUM OA MANUAL DAMPER BALANCE TO 2530 f%PkA MPPMT 16 JANUARY 2006 19 AHU/1.2 MAXIMUM OA MANUAL DAMPER BALANCE TO 1225 D Job number CFM CURRENT. 2 0 3 7.0 4 (a AHU/1.3 MINIMUM OA MANUAL DAMPER BALANCE TO 2480 drawn by CFM CURRENT. AEW rD7*ENLARGED PLAN (2D AHU/1.3 MAXIMUM OA MANUAL DAMPER BALANCE TO 775 chocked by CFM CURRENT. if -099 M4.1 M4.1 1/4 MEY revisions I I 2 K�c-2 ENLARGED PLAN C M1.21M4.2 1/4 = if -on D 7= an" I Ju INLET ELEVATION 1 13 96 M1.2 I M4.1 SF 1.1.1 1 1 A 2 K�c-2 ENLARGED PLAN C M1.21M4.2 1/4 = if -on D 7= an" I Ju INLET ELEVATION 1 13 96 M1.2 I M4.1 PLAN 16 -SF 4 < F IN 1-T L 10 D -;1 F 07 Z I -1 1 1 1 01 1 11 I j H lo j L -!J —55 C-1)- L(-6) -(1-4) \-(-9) \-(-5) 1 AHU/7.1 COMPO M4.2 1/4 =11-011 00 SIDE ELEVATION HENT LAYOUT K I Z19611111101 D Le 64ENLARGED PLAN M1.3 14.2 1/4 = it -on 5 104" 13 SF 1.2.1 E H11 200 E:)EII C) IN L 3 --j I -j I--(:!) PLAN Lo 5 G)— F fill L -- — — — L _-j 10 D QD(D 01 EF-2 I -1 z i l 10 1 n F- 7- U L -j 1 6 1-0 9 5 1)U INLET ELEVATION SIDE ELEVATION K73 AHU/1.2 COMPONENT LAYOUT M4.2 1/4"=1'-0" D N z d. nLA 4,4 a 7 NOTES: SHEET NOTES: 1. DUCT SIZES NOTED INDICATE MINIMUM INSIDE DIMENSIONS. ROGMS, "LOVELOCK & FRIT7. WC. 2. MINIMUM DUCT SIZE IS 10X6 EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. Architecture 3. DUCTWORK LOCATIONS SHOWN ARE SCHEMATIC. REFER TO A Engineering SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION Interior Design DRAWING REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION OF DUCTWORK UNTIL APPROVED SHOP 145 Lincoln Avenue C DRAWINGS ARE AVAILABLE AT THE SITE. P.O. Box 730 LO Winter Park, Florida 32790-0730 U - CN (407) 847-1039 4. LOCATE PIPING AND DUCTWORK CLEAR OF ELECTRICAL PANELS AND EQUIPMENT INCLUDING SERVICE ACCESS Telefax (407) 029-9409 SPACES. ..... .. ........ . . ..... ............ .... License Number AA C000684 . ......... . . ...... 5. MINIMUM BRANCH PIPING SIZE SHALL BE 3/4 License Number EB 0000829 ..... .. ...... .. . .. . . ...... . . ..... ...... project title & owner's name 12 6. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS AND --D. CATHOLIC DIOCESE ASSEMBLY DETAILS. OF ORLANDO �LiEi'11111 Al .')'�L 7. PIPING LOCATIONS SHOWN ARE SCHEMATIC. REFER TO SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION DRAWING REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION OF PIPING UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT THE SITE. AHU ALL SOULS B 1.3 KEY NOTES: CATHOLIC COMMUNITY VFD 0 1.3 CHURCH BUILDING- -1 ^F7 in FILTER SECTION. SANFORD, FLORIDA (DRETURN AIR DUCT CONNECTION ........ . . �-- i. 3 Lj 7 (a) SUPPLY AIR DUCT CONNECTION .... ....... .... .... ...... .... ...... rL ot 7 (a) PLUG FAN Tl (5 ACCESS DOOR TYPICAL CHANNEL BASE RAIL A119an and Conrad, Inc. 3" CHWS/CHWR DOWN TO BELOW GRADE. PROVIDE RISER Structural Engineers THRUST BLOCK ANCHOR AT BASE BELOW GRADE. AR M11111er Engineering, Inc. Civil Engineering RETURN AIR COOLING COIL MAI Landscape Architects, Inc. Landecans Architecture K`C�6 ENARGED PLAN (1) OUTDOOR AIR COOLING COIL M1.3 M4.2 1/4.,= it -off r CD C) PO QV -MPA UC.M%jU1'41 ar C seal/signature 11 OUTDOOR AIR DUCT CONNECTION. 12 O EXTEND AND DISCHARGE TO FLOOR DRAIN 13 ELECTRIC HEATING COIL CONTROL PANEL - COORDINATE LOCATION WITH PIPING INSTALLATION TO AHU. FIELD RELOCATE PANEL AND WRING IF REQUIRED. 14 ELECTRIC HEATING COIL YET SF 1.3.1 STEVEN M. HINGTGEN, PE 0040024 -IT-,. date CSI 200 C) �4({NIIL-z T- 16 JANUARY 2006 L D Job; number 2037.04 3 drawn by PJR 104 chocked by PLAN MEY revisions rr%ll 1. 3.1 i� , / INLET ELEVATION F6`*� AHU/1.3 C011 I M4.2 1/4 =1 1-001 SIDE ELEVATION ENT LAYOUT SF 1.1.1 1 1 IN PLAN 16 -SF 4 < F IN 1-T L 10 D -;1 F 07 Z I -1 1 1 1 01 1 11 I j H lo j L -!J —55 C-1)- L(-6) -(1-4) \-(-9) \-(-5) 1 AHU/7.1 COMPO M4.2 1/4 =11-011 00 SIDE ELEVATION HENT LAYOUT K I Z19611111101 D Le 64ENLARGED PLAN M1.3 14.2 1/4 = it -on 5 104" 13 SF 1.2.1 E H11 200 E:)EII C) IN L 3 --j I -j I--(:!) PLAN Lo 5 G)— F fill L -- — — — L _-j 10 D QD(D 01 EF-2 I -1 z i l 10 1 n F- 7- U L -j 1 6 1-0 9 5 1)U INLET ELEVATION SIDE ELEVATION K73 AHU/1.2 COMPONENT LAYOUT M4.2 1/4"=1'-0" D N z d. nLA 4,4 a 7 NOTES: SHEET NOTES: 1. DUCT SIZES NOTED INDICATE MINIMUM INSIDE DIMENSIONS. ROGMS, "LOVELOCK & FRIT7. WC. 2. MINIMUM DUCT SIZE IS 10X6 EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. Architecture 3. DUCTWORK LOCATIONS SHOWN ARE SCHEMATIC. REFER TO A Engineering SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION Interior Design DRAWING REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION OF DUCTWORK UNTIL APPROVED SHOP 145 Lincoln Avenue C DRAWINGS ARE AVAILABLE AT THE SITE. P.O. Box 730 LO Winter Park, Florida 32790-0730 U - CN (407) 847-1039 4. LOCATE PIPING AND DUCTWORK CLEAR OF ELECTRICAL PANELS AND EQUIPMENT INCLUDING SERVICE ACCESS Telefax (407) 029-9409 SPACES. ..... .. ........ . . ..... ............ .... License Number AA C000684 . ......... . . ...... 5. MINIMUM BRANCH PIPING SIZE SHALL BE 3/4 License Number EB 0000829 ..... .. ...... .. . .. . . ...... . . ..... ...... project title & owner's name 12 6. REFER TO TYPICAL DETAIL SHEETS FOR ADDITIONAL VALVING, ACCESSORIES, EQUIPMENT CONNECTIONS AND --D. CATHOLIC DIOCESE ASSEMBLY DETAILS. OF ORLANDO �LiEi'11111 Al .')'�L 7. PIPING LOCATIONS SHOWN ARE SCHEMATIC. REFER TO SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION DRAWING REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION OF PIPING UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT THE SITE. AHU ALL SOULS B 1.3 KEY NOTES: CATHOLIC COMMUNITY VFD 0 1.3 CHURCH BUILDING- -1 ^F7 in FILTER SECTION. SANFORD, FLORIDA (DRETURN AIR DUCT CONNECTION ........ . . �-- i. 3 Lj 7 (a) SUPPLY AIR DUCT CONNECTION .... ....... .... .... ...... .... ...... rL ot 7 (a) PLUG FAN Tl (5 ACCESS DOOR TYPICAL CHANNEL BASE RAIL A119an and Conrad, Inc. 3" CHWS/CHWR DOWN TO BELOW GRADE. PROVIDE RISER Structural Engineers THRUST BLOCK ANCHOR AT BASE BELOW GRADE. AR M11111er Engineering, Inc. Civil Engineering RETURN AIR COOLING COIL MAI Landscape Architects, Inc. Landecans Architecture K`C�6 ENARGED PLAN (1) OUTDOOR AIR COOLING COIL M1.3 M4.2 1/4.,= it -off r CD C) PO QV -MPA UC.M%jU1'41 ar C seal/signature 11 OUTDOOR AIR DUCT CONNECTION. 12 O EXTEND AND DISCHARGE TO FLOOR DRAIN 13 ELECTRIC HEATING COIL CONTROL PANEL - COORDINATE LOCATION WITH PIPING INSTALLATION TO AHU. FIELD RELOCATE PANEL AND WRING IF REQUIRED. 14 ELECTRIC HEATING COIL YET SF 1.3.1 STEVEN M. HINGTGEN, PE 0040024 -IT-,. date CSI 200 C) �4({NIIL-z T- 16 JANUARY 2006 L D Job; number 2037.04 3 drawn by PJR 104 chocked by PLAN MEY revisions rr%ll 1. 3.1 i� , / INLET ELEVATION F6`*� AHU/1.3 C011 I M4.2 1/4 =1 1-001 SIDE ELEVATION ENT LAYOUT 0 E 4 X E 1� .. .... ----------- 2 az SECTION SECTION 12.1 M4.3 1/4" = 1'-0" o, SECTION M2.11M4.3 1/4 = is 1 0 6X SSR - 4F5 K`Dz SECTION M2.111014.3 1/4 = 1 3 4 5 /C4� SECTION M2.111014.3 1/4" = 11-011 63SECTION M 2.11 M 4.3 1/4 = it 7 rD 4SECTION M2.1 I M4.3 1/4' = 1' 7 8 ro NOTES: r I SHEET NOTES: 1. DUCT SIZES NOTED INDICATE MINIMUM INSIDE DIMENSIONS. ROGMS, LOVELOCK & FRIT7. WC. 2. MINIMUM DUCT SIZE IS 10X6 EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. Architecture 3. DUCTWORK LOCATION I S SHOWN ARE SCHEMATIC. REFER TO A Engineering SPECIFICATIONS FOR SHOP DRAWING AND COORDINATION Interior Design DRAWING REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION OF DUCTWORK UNTIL APPROVED SHOP 145 Lincoln Avenue DRAWINGS ARE AVAILABLE AT THE SITE. P.O. Box 730 Winter Park, Florida 32700-0730 4. PROVIDE ACCESS DOORS IN DUCTWORK FOR VISUAL (407) 847-11039 INSPECTION OF ALL CONTROL DAMPERS, TEMPERATURE Telefax (407) 029-9409 CONTROL DEVICES, SMOKE DETECTORS, FIRE DAMPERS AND SMOKE DAMPERS. License Number AA 0000584 License Number EB 0000829 5. PROVIDE ACCESS PANELS IN NON—ACCESSIBLE GENERAL project title & owner's name CONSTRUCTION SUBSTRATES FOR MAINTENANCE AND ADJUSTMENT OF ALL CONCEALED DAMPERS, AIR CONTROL CATHOLIC DIOCESE DEVICES, EQUIPMENT AND DUCTWORK ACCESS DOORS. WOOD, GYPSUM DRYWALL AND CONCEALED SPLINE TILE OF ORLANDO CEILINGS ARE CONSIDERED NON—ACCESSIBLE. 6. REFER TO TYPICAL DETAIL SHEETS FOR GENERAL DUCTWORK CONSTRUCTION, INSTALLATION, ASSEMBLY DETAILS, AND CONNECTIONS TO AIR TERMINALS. B ALL SOULS 7. COORDINATE INSTALLATION OF TEMPERATURE CONTROL CATHOLIC COMMUNITY COMPONENTS FOR MECHANICAL DUCTWORK, PIPING AND EQUIPMENT. CHURCH - BUILDING 8. DUCTWORK AND PIPING TO MECHANICAL EQUIPMENT SHALL SANFORD, FLORIDA BE INSTALLED IN A MANNER THAT DOES NOT OBSTRUCT EQUIPMENT SERVICE CLEARANCES. 9. PROVIDE FIRE RATED SLEEVES FOR PIPING PENETRATIONS THROUGH RATED ASSEMBLIES. COORDINATE WITH LIFE SAFETY PLANS, REFER TO TYPICAL PIPE SLEEVE DETAILS. KEY NOTES: A00 an and Conrad. Onc. 01 FLOOR. Structural Engineers AR M1111er Engineering, Inc. (T) CEILING. Civil Engineering MAI Landscape Architects, Inc. RECESSED LIGHT FIXTURE. Landscape Architecture SUPPLY DUCT RUNOUT TO SIDEWALL SUPPLY REGISTER. (a) UNDERSIDE OF STRUCTURE. C seal/signature (E) SIDEWALL SUPPLY REGISTER. (a) CONSTRUCT DUCT SECTION CHAMFERED TO DIMENSIONS INDICATED. STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 L) job number 2037.04 drawn by AEW chocked by MEY SECTIONrsvialone M2.1 I M4.3 1/4" = 1 rci-SECTION M2.1 M4.3 1/4" = 10-011 D5 SECTION M2.1 I M4.3 1/4 it Q E Le P c 2 3 5 7 A D E 19 .,.... - �. i is L tl A __Ill - ILl I_ uAL C + MAIN SUPPLY DUCT , _ UST MAIN EXHAUST/RETURN RETURN DUCT (OR SUB -MAI (OR SU1.B-MAIN) PROVIDE VOLUME 3/4" W, 4" MIN. 3/4" W, 4 MIN. DAMPER BRANCH DUCT j'' W PROVIDE VOLUME BRANCH DUCT DAMPER (OBMVD) W SUPPLY AIR DUCT EXHAUST/RETURN AIR DUCT NOTES: 1. PROVIDE MANUAL DAMPER IN EACH BRANCH DUCT AS INDICATED ABOVE AND AT OTHER LOCATIONS ON FLOOR PLANS. Bi BRANCH DUCT CONNECTION M7.1 NOT i0 SCALE 6X22 DUCT ^ENTER REGISTER N DECORATIVE SECTION 1 SANCTUARY E M7.1 NOT TO SCALE BRANCH DUCT BRANCH DUCT OR SUB -MAIN CEILING TILE AND SUSPENSION --r-, ELEVATION, LY REGISTER SECTION 1 CEILING DIFFUSER AN[ NOT TO scnLc 1 2 U0 _NTER REGISTER _TWEEN DECORATIVE DOD TRIM POINTS SPIN -IN FITTING -- FLEXIBLE DUCT CONNECTOR MAX 60" LENGTH 2" THICK DUCT WRAP INSULATION `-SUPPLY AIR DIFFUSER _T H 1. r/H EQUALS A MINIMUM OF 1.5 2. 45' SMOOTH RADIUS ELBOWS I i �. I I _: s Q �7 A T �r MANIFOLD INLET PROVIDE END SUPPORT FOR DUCTS EXCEEDING 36" y�r DUCT R GER L 4' AIR 0 S, OVELOCK & FRITZ, SIC. FLOW �I I EXHAUST TUBE w, 1/2 OF DUCT WIDTH Architecture n Engineering Interior Design df ACCESS DOOR -/- 145 Lincoln Avenue' P.O. Box 730 y J_ Winter' Park, Florida 32790-0730 DUCT INSULATION L J FIRESTOPPIN t4o7� 847-1036 11 STEEL SLEEVE G Teletex 1407) ®29-9409 SHEETMETAL BRACKET DISTANCE REFER TO FROM -DUCT OT MATCH ONE HOUR FIRE SPECIFICATIONS $ EXTERIOR OF INSULATION RATED PARTITION ----_`0' - License Number AA C000se4 PLAN License Number EB 0000629 project title d owner's name NOTE: INSTALL DUCT SMOKE DETECTORS IN ACCORDANCE WITH DETECTOR MANUFACTURERS INSTALLATION INSTRUCTIONS, NOTE: PROVIDE WHERE DUCTS PENETRATE FIRE RATED OR SMOKE CATHOLIC DIOCESE G= AND REQUIREMENTS INDICATED ABOVE. WHERE TIGHT WALLS AND PARTITIONS WHERE FIRE DAMPER IS REQUIREMENTS ARE IN CONFLICT, THE MORE STRINGENT NOT INDICATED. OF ORLANDO I.. WILL GOVERN. PROVIDE DIFFERENTIAL PRESSURE TEST OF SMOKE DETECTOR INDICATE COMPLIANCE WITH MANUFACTURE'S RECOMMENDED DIFFERENTIAL PRESSURE. B3 TYPICAL DUCTWORK OFFSET M7.1 NOT TO SCALE NOTE: ATTACH POWER ROOF VENTILATORS AND CURBS TO COMPLY WITH WIND MOTOR RESISTANCE INDICATED IN FLORIDA BUILDING CODE. VIBRATION ABSORBING MOUNT BIRD SCREEN INTEGRAL UNFUSED M. DISCONNECT SWITC a PROVIDE 1/8" THICK X 1" WIDE NEOPRENE GASKET ON TOP.' TER CONNECTION D4 POWER ROOF M7.1 NOT TO SCALE BRANCH DUCT OR SUB -MAIN MANUAL DAMPER CAM AND OPERATOR B5 DUCT ; M7.1 NOT TO SCALE KE DETECTOR SECURE FAN TO CURB 12" HIGH INSULATED FACTORY FABRICATED CURB SECURED TO ROOF. REFER TO ARCH DWGS FOR FLASHING. //7ROOF BACKDRAFT DAMPER .----- EXHAUST DUCT TRANSITION TO FAN THROAT DIMENSIONS TILATOR FACTORY FABRICATED MANUAL DAMPER OPERATOR WITH LINKAGE ASSEMBLY BRANCH DUCT OPERATING CABLE NOTE: PROVIDE FOR EACH MANUAL DAMPER INDICATED/LOCATED ABOVE GYPSUM DRYWALL AND PLASTER CEILINGS. JAL DANDER - C + R MTM CE IRDER I C g yy 1 SANCTUARY E M7.1 NOT TO SCALE BRANCH DUCT BRANCH DUCT OR SUB -MAIN CEILING TILE AND SUSPENSION --r-, ELEVATION, LY REGISTER SECTION 1 CEILING DIFFUSER AN[ NOT TO scnLc 1 2 U0 _NTER REGISTER _TWEEN DECORATIVE DOD TRIM POINTS SPIN -IN FITTING -- FLEXIBLE DUCT CONNECTOR MAX 60" LENGTH 2" THICK DUCT WRAP INSULATION `-SUPPLY AIR DIFFUSER _T H 1. r/H EQUALS A MINIMUM OF 1.5 2. 45' SMOOTH RADIUS ELBOWS I i �. I I _: s Q �7 A T �r MANIFOLD INLET PROVIDE END SUPPORT FOR DUCTS EXCEEDING 36" y�r DUCT R GER L 4' AIR 0 S, OVELOCK & FRITZ, SIC. FLOW �I I EXHAUST TUBE w, 1/2 OF DUCT WIDTH Architecture n Engineering Interior Design df ACCESS DOOR -/- 145 Lincoln Avenue' P.O. Box 730 y J_ Winter' Park, Florida 32790-0730 DUCT INSULATION L J FIRESTOPPIN t4o7� 847-1036 11 STEEL SLEEVE G Teletex 1407) ®29-9409 SHEETMETAL BRACKET DISTANCE REFER TO FROM -DUCT OT MATCH ONE HOUR FIRE SPECIFICATIONS $ EXTERIOR OF INSULATION RATED PARTITION ----_`0' - License Number AA C000se4 PLAN License Number EB 0000629 project title d owner's name NOTE: INSTALL DUCT SMOKE DETECTORS IN ACCORDANCE WITH DETECTOR MANUFACTURERS INSTALLATION INSTRUCTIONS, NOTE: PROVIDE WHERE DUCTS PENETRATE FIRE RATED OR SMOKE CATHOLIC DIOCESE G= AND REQUIREMENTS INDICATED ABOVE. WHERE TIGHT WALLS AND PARTITIONS WHERE FIRE DAMPER IS REQUIREMENTS ARE IN CONFLICT, THE MORE STRINGENT NOT INDICATED. OF ORLANDO I.. WILL GOVERN. PROVIDE DIFFERENTIAL PRESSURE TEST OF SMOKE DETECTOR INDICATE COMPLIANCE WITH MANUFACTURE'S RECOMMENDED DIFFERENTIAL PRESSURE. B3 TYPICAL DUCTWORK OFFSET M7.1 NOT TO SCALE NOTE: ATTACH POWER ROOF VENTILATORS AND CURBS TO COMPLY WITH WIND MOTOR RESISTANCE INDICATED IN FLORIDA BUILDING CODE. VIBRATION ABSORBING MOUNT BIRD SCREEN INTEGRAL UNFUSED M. DISCONNECT SWITC a PROVIDE 1/8" THICK X 1" WIDE NEOPRENE GASKET ON TOP.' TER CONNECTION D4 POWER ROOF M7.1 NOT TO SCALE BRANCH DUCT OR SUB -MAIN MANUAL DAMPER CAM AND OPERATOR B5 DUCT ; M7.1 NOT TO SCALE KE DETECTOR SECURE FAN TO CURB 12" HIGH INSULATED FACTORY FABRICATED CURB SECURED TO ROOF. REFER TO ARCH DWGS FOR FLASHING. //7ROOF BACKDRAFT DAMPER .----- EXHAUST DUCT TRANSITION TO FAN THROAT DIMENSIONS TILATOR FACTORY FABRICATED MANUAL DAMPER OPERATOR WITH LINKAGE ASSEMBLY BRANCH DUCT OPERATING CABLE NOTE: PROVIDE FOR EACH MANUAL DAMPER INDICATED/LOCATED ABOVE GYPSUM DRYWALL AND PLASTER CEILINGS. JAL DANDER U A Frim, E 0 i I J y � I { I I I. li I I: I i � I II. IFI! I i 3 NOTE: REFER TO PLAN AND SECTION DRAWINGS FOR INSTALLATION. ALL PIPING AND PIPELINE ACCESSORIES SHALL BE INSTALLED ON PIPE CRADLES AND RACKS ABOVE SLAB. f%uwc ROOF OR FLOOR DECK 6" 6" VI 1 T►J COMPOUND PRESS GAGE TYP. P 1 P 2 FIELD FABRICATED AND INSULATED PIPING 'Nl\ CHILLED M8.1 NOT TO SCALE SPAN TWO JOISTS MINIMUM -�� JOIST JL JL JL DOUBLE NUTS AND WASHERS THREADED HANGAR RODS FOR ALL DUCTWORK SIZES AND PIPES UNDER 2" IN SIZE. USE 1-1/2" X 1-1/2" X 1/4" ANGLE. ALL PIPES 2" AND LARGER USE 3" X 3" X 1/4" ANGLE NOTE: REFER TO SPECIFICATIONS FOR PIPE/DUCT HANGER TYPES AND SPACING REQUIREMENTS. SPACE HANGER RODS EVENLY. PROVIDE ADDITIONAL HANGER RODS AT SPACINGS WHICH CONFLICT WITH CONCRETE JOIST. M �CIF PC— t" MAKE-UP ,-� WATER -REFER Y TO PLUMBING DRAWINGS. I � PRV 1 CF I I I f F 1 1/4 1" V V 6„ 6" 3/4 CHEM SHOT •� FEEDER I 3/4" BALL VALVE 3/4" LW/HOSE END CONN. AAV I I r 6" AS rHIL_ ._�. 1 341 WATER FLOW DIAGRAM HANGER ROD MOUTING=BAR JOIST CONSTRUCTION M8.1 NOT TO SCALE STANDING SEAM W/ STOVE BOLTS & NUTS 3/4" HOSE END CONN. STRAINER BODY SIZE (IN) DRAIN SIZE (IN) 2-1/2 3/4 3 7 4 34 6 3 M �CIF PC— t" MAKE-UP ,-� WATER -REFER Y TO PLUMBING DRAWINGS. I � PRV 1 CF I I I f F 1 1/4 1" V V 6„ 6" 3/4 CHEM SHOT •� FEEDER I 3/4" BALL VALVE 3/4" LW/HOSE END CONN. AAV I I r 6" AS rHIL_ ._�. 1 341 WATER FLOW DIAGRAM HANGER ROD MOUTING=BAR JOIST CONSTRUCTION M8.1 NOT TO SCALE STANDING SEAM W/ STOVE BOLTS & NUTS 3/4" HOSE END CONN. STRAINER BODY SIZE (IN) DRAIN SIZE (IN) 2-1/2 3/4 3 3/4 4 34 6 1 3/4" BALL VALVE PIPE SLEEVE WITH ANCHOR MINIMUM OF 1/2" WIDE SPACE LUGS OR FORMED ROUND PACKED TIGHT WITH FIRE OPENING. SAFING INSULATION. UNNSULATED PIPE WATER TIGHT SEAL, ALL AROUND, BOTH ENDS OF PIPE SLEEVE. PIPE INSULATION MINIMUMid " 6 INSULATING MATERIAL i III, I AS SPECIFIED FOR PIPING SYSTEM. METAL JACKET SHIELD AROUND PIPE INSULATION WITH BANDS AT EACH END. 04 RATED WALL PENE' I M8.1 NOT TO SCALE JH p "w. ......::.... PROVIDE OPERATIONAL — — CONSTRUCT INSULATION TAG WITH INSTALLED OF 18 GA. GALV. SHEETMETAL PUMP CHARACTERISTICS- SEAMS SIDES TOP & BOTTOM INSULATION AS SPECIFIED TYPICAL OF CATAGORIES "'''' SEALED WATERTIGHT AND SEALED 20 GA. GALV. SHEET METAL IN PUMP SCHEDULE. TO CONCRETE BASE. REMOVABLE ENCLOSURE LINED WITH SPECIFIED INSULATION CONCRETE BASE RADIUS TO SUIT FLANGE AND STRAINER BODY DIMENSIONS _`�STRAINER INSTALLATION DIAGRAM we.i NOT TO sca¢ 2 3 SIDE ELEVATION F3 IN-LINE PUMP INSULATION DIAGRAM M8.1 NOT TO SCALE 20mm THICK FINISHED PLYWOOD SHELF UNIT \ I�� 24"± FRONT ELEVATION K as DDC FILE SERVER M8.1 NOT TO SCALE UNINTERRUPTIBLE POWER SUPPLY FLAT PAt DISPLAY OPTICAL MOUSE WORKST/ COMPUTE SERVER CLEVIS HANGER CUT SECTIO SPECIFIED IP TO FILL V01� SIDE ELEVATION =LF UNIT PROVIDE SPRING SUSPENSION ISOLATORS WHERE SPECIFIED. THREADED ROD -TO ATTACHMENT AS SPECIFIED (TYIPCAL). DOUBLE NUTS AND WASHERS 3/8" TYP. SUCTION SIDE INSULATION PIPING 1 TYPICAL PIPE CLEVIS M8.1 NOT TO SCALE ROUTER ANCHOR SHELF UNIT TO PARTITION MAINTAIN 12" CLEAR I HEIGHT ABOVE PUMP COMPOUND PRESSURE GAGE PROVIDE DISTANCE UPSTREAM AND DOWNSTREAM OF FLOW BALANCING VALVE AS 1 r RECOMMENDED BY MANUFACTURER. INSULATE SHUTOFF VALVE GAGE PIPING INCREASER tl u, w } s{ .dloVA �, xni'k a ti,.,jze,F'k ud s''auErx'"...A�i✓,j�Yr?' ixt i{3 �+'3de''Sr �tiAr) .r , as•; a a g" f q± Y nF. t ROGERS LOVELOCK & FRITZ, INC. '. Architecture A Engineering Interior Design 145 Lincoln Avenue UI P.O. sox 730 Winter Park, Florida 32700-0730 (407) 547-1039 Telefax (407) 829-9409 License Number AA C000564 License Number EB 0000629` project title b owner's name CATHOLIC DIOCESE OF ORLANDO I I' ALL SOULS S CATHOLIC COMMUNITY CHURCH BUILDING - SANFORD, FLORIDA _a i Allan and Conrad, Ince Structural Engineers AIS Miller Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. c. Landscape Architecture C seal/signature STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 D job number 2037.04 drawn by AEW checked by M EY revisions 10 sheet title/contents SPRING LOADED FLOW BALANCING VALVE CHECK VALVE HVAC PIPING DETAILS SIDE ELEVATION E i _.L.L L! —I-1L]i 1._.1111 L--- — I d I 2 4 5 7 REFRIGERANT LINE PIPING 3/8" EXTEND TO FLOOR DRAIN rBl AC/1 A M8.2 NOT TO SCALE EXTERIOR WALL - STOP SCHRAEDER VALVE ACCESS FITTING TYPICAL MOISTURE/LIQUID SITE CLAS � 5��UNITARY FAN COIL UNIT CONDENSATE P -TRAP CU/1 REFR PIPE SLEEVE TYP. 3/8" 3/4" ooll 3/4" LIQUID LINE FILTER/DRYER PROVIDE MINIMUM LENGTHS OF STRAIGHT THERMOMETER PIPE UP AND DOWN STREAM OF FLOW 30' TO 240' F BALANCING VALVES -TYP. A THREE-WAY CONTROL VALVE I rr COOLING COIL MANUAL AIR I rr� VENT W/CAP_� AIR �� I 1�1 GAGE COCK FLOW W/CAP �\ I AIR PROVIDE SHUTOFF AND FLOW 1 �1I ` I BALANCING VALVE FOR EACH COIL PROVIDE ADDITIONAL VALVING 81INCIONGOECQR AHU'S WITH I ����.�� ti - 3/4" RISER DRAIN AT BOTTOM COIL - TYP. J NOTES 1. INSTALL PIPING TO ALLOW REMOVAL OF COIL FROM UNIT WITH MINIMUM DISRUPTION OF PIPING. 2. PIPE SUPPLY/RETURN IN COUNTERFLOW CONFIGURATION TO AIRFLOW. 3 PROVIDE FOR EACH AHU AND FCU CHILLED WATER COIL. B4 PIPING DIAGRAM PROVIDE P&T FITTING AT EACH PIPING TEMPERATURE AND PRESSURE SENSOR LOCATION REMOVABLE CAP PRESSURE/TEMPERATURE CONTROL DEVICE/ TEST FITTING SENSOR SENSOR WELL LJ PIPING SIDE ELEVATION NOTES: 1. PROVIDE P&T FITTINGS AT ADDITIONAL LOCATIONS INDICATED ON COIL AND EQUIPMENT CONNEC11ON DETAILS. 1 PIPING PRESSURE/TEMPERATURE M8.2 NOT i0 SCALE AHU NIPPLE AND CAP TEE FROM HUMIDIFIER 2-1/2" MIN. HEIGHT / DRAIN WHERE APPLICABLE OR 1509 OF TOTAL � OPEN TEE UNIT S.P. rUNION SCHEDULED 1 71 IF VERTICAL CLEARANCE IS NOT AVAILABLE ABOVE FLOOR. PROVIDE ADDITIONAL STRUCTURAL STEEL CHANNEL -ENTIRE LENGTH OF AHU CHANNEL - OF HEIGHT TO ACCOMMODATE TRAP. EXISTING FLOOR DRAIN WHERE INDICATED. NOTE: PROVIDE CONDENSATE DRAIN FROM EACH AHU AND FCU COOLING COIL DRAIN PAN. EXTEND TO FLOOR DRAIN ADJACENT TO UNIT SERVED. COORDINATE LOCA110N WITH PLUMBING. F, CONDENSATE TRAP M8.2 NOT TO SCALE T FIT REMOVABLE CAP 1/8" AUXIL GAGE COCK HYDRON M8.2 NOT TO SCALE :OIL DIAGRAM W/ 3—WAY VALVE PRESSURE GAGE WITH DUAL (METRIC/ENGLISH) DISPLAY 1/8" TUBING (SNUBBER FOR STEAM/CONDENSATE APPLICATIONS ONLY) 1/8" BALL VALVE PIPING NOTES: 1. PROVIDE AUXILIARY GAGE COCK AT EACH PRESSURE GAGE LOCATION. 2. INSTALL PRESSURE GAGES (AND SNUBBERS) IN VERTICAL POSI11ON - ADD ELBOW FOR VERTICAL PIPING. 04 PIPING PRESSURE GA M8.2 NOT TO SCALE AUTOMATIC AIR VENT 6" OPEN END FUNNEL 1/2" 1/2.. — MIN 12" ��- D3/8" LENGTH BALL VALVE EXTEND TO REDUCER PIPE APPROVED PIPE -�. LOCATION AUTOMATIC AIR VENT MANUAL AIR VENT rF3 AIR VENT M8.2 NOT TO SCALE 48" I b14f, I i P I 9 % ) I i , a�s, rA1 }` Yj Sr{3, lklkff� yft THREADED ROD WITH ANCHOR ROCMS,LOVELOCK & FRIT7. INC. BOLT SLEEVE CAST INTO O O CONCRETE HOUSEKEEPING PAD h, (FOUR TYPICAL). OUTLINE OF - 4" HIGH REINFORCED Architecture DIV. 15 CONCRETE PAD. A Engineering i M1 EQUIPMENT CNAMFER EDGES - Interior Design TYPICAL.' 145 Lincoln Avenue Vi54, P.O. Box 730 i O O Winter Park, Florida 32790-0730 8" TYP. (407) 847-1039 Telefax (407) 829-9409 8" MIN. PLAN PUMP BASE License Number AA C000564 ' 8" MIN. 8" MSN, License Number ES 0000029 project title b owner's name VIBRATIONAHU ISOLATOR = IsoLA110N CATHOLIC DIOCESE' 4" PAD 4" . OF ORLANDO I #4 REINF ® 8" CTR EPDXY COATED ISOLATION TO CTR MAX BOTH THREADED ROD DOWEL PAD WAYS.(TYPICAL) WITH ANCHOR BOLT SLEEVE ' IN FLOOR SLAB - TYPICAL. SECTION - AHU PAD SECTION - PUMP PAD S ALL SOULS CATHOLIC COMMUNITYfi JS CHURCH BUILDING SANFORD, FLORIDA NOTES: 1. ALL DIVISION 15 EQUIPMENT INDICATED AS PAD -MOUNTED ON FLOOR SHALL BE SECURED TO REINFORCED CONCRETE PAD WITH ANCHOR BOLTS. 2. DIVISION 15 CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANCHOR BOLTS. " f DIVISION 15 CONTRACTOR SHALL USE TEMPLATES OF APPROVED EQUIPMENT INDICATED' FOR PAD MOUNTING. -n All Ian and Conrad, Linc. Structural Engineers ' as REINFORCED M8.2 NOT TO SCALE AR Miller Engineering, Inc. Civil Engineering's I 7 INCRETE PAD SAI Landscape Architects, Inc. i Landscape Architecture I, r s:' seal/signature SIDE OF EQUIPMENT CONCRETE PAD #5 BARS AT 6" CENTER TO CENTER TOP AND BOTTOMf,E` 1" CHAMFER la EDGES (TYPICAL)--,,," of GRADE - �a ElI .TAMPED EARTH i tl — I - I____ = STEVEN M. HINGTGEN, PE 0040024 date Vis` 16 JANUARY 2006 D Job number NOTES: 2037:04 � 1. SECURE EQUIPMENT TO REINFORCED CONCRETE PAD WITH ANCHOR BOLTS. drawn by h� � dlA 2. PROVIDE SUPPLEMENTAL CONCRETE' PEDESTAL BLOCKS FOR PUMPS AND EQUIPMENT WHERE INDICATED IN DRAWING SECTIONS. AEWu, {f checked by 3. DIVISION 15 CONTRACTOR SHALL VERIFY SIZE AND LOCA11ON OF ANCHOR BOLTS. ' DIVISION 15 CONTRACTOR SHALL USE TEMPLATES OF APPROVED EQUIPMENT INDICATED M EY I FOR PAD MOUNTING. A,, , revisions WATER SAMPLING POINT WITH HOSE CONNECTION. �r�PUMP SUCTION PIPING. � UNION «T, � BALL VALVE K 7—PUMP DISCHARGE PIPING. i. PIPE TO FLOOR DRAIN. 75 CHEMICAL M8.2 NOT TO SCALE T FEEDER D6 CONCRETE CHILLER SYSTEM PAD A10.2 NOT i0 SCALE - TYPICAL WATER PIPING REDUCER, IF REQUIRED 3/4" BALL VALVE ADAPTER TO 3/4" HOSE THREAD. PROVIDE HOSE CAP NUT THREADED PIPING F6 DRAIN VALVE t M8.2 NOT TO SCALE K TYPICAL WATER PIPING 3/4" BALL VALVE ADAPTER TO 3/4" HOSE THREAD. PROVIDE HOSE CAP NUT WELDED PIPING ON C� E-] M 0 E A CHILLER MICROPROCESSOR CONTROLLER INTEGRAL TO CHILLER CH 1 N CHILLED WATER SYSTEM -� DC 01 CONDUCTORS BELOW GROUND IN RIGID STEEL CONDUIT. PROVIDE NUMBER OF CONDUCTORS TO ACCOMPLISH SEQUENCES. PHONE MODEM LAN LAN LAPTOP COMPUTER WORKSTATION LON BUSS TYPICAL. C== ROUTER NETWORK BC CABLE Ot E3 DDG SYSTEM'AR M9.1 NOT TO SCALE 4 CT DC 02 SCF R DC 03 TIC LAN DC 04 DC 05 LAN -----<—END OF LON BUSS M W) Architecture A Engineering Interior Design 146 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 847-1039 Telefax 1407) 629-9409 License Number AA C000564 License Number ES 0000828 project title & owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS B CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA Allen and Conrad. lour. Structural Engineers BAR Miller Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture Cseal/signature STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 D job number 2037.04 drawn by PJR checked by MEY revisions sheet title/contents CONTROL DIAGRAMS G' NOT TO SCALE drawing number M1901 shoot 00 of CONTROLS SPYMBOLS ABBREVIATIONS SYMBOLS ', GENERAL REFERENCE VLV VALVE NO NORMALLY OPEN AIR DAMPER NC NORMALLY CLOSED FAN ', N.O. NORMALLY OPEN DEVICE ON POWER FAILURE VFD � VARIABLE FREQUENCY DRIVE DIV 15 C ) SFD � SMOKE /FIRE DAMPER CN CONTACTOR SF SUPPLY FAN LAN LOCAL AREA NETWORK RF RETURN FAN � I N.C. NORMALLY CLOSED DEVICE ON POWER FAILURE STR MAGNETIC MOTOR STARTER (DIV 16) VPS VELOCITY SENSOR AD AIR DAMPER EF EXHAUST FAN DA DAMPER ACTIVATOR IP DDC INPUT POINT AB AIR BLENDER OP DDC OUTPUT POINT ' —LAN— SHIELDED COAXIAL COMPUTER CABLE SM MANUAL MOTOR STARTER (DIV 16) � SPRING WOUND TIMER FA FIRE ALARM VAV VARIABLE AIR VOLUME � HEAT TRANSFER COIL —F/O— FIBER OPTIC COMPUTER CABLE DD DUAL DUCT CAV CONSTANT AIR VOLUME DC DIGITAL CONTROLLER �N POWER CONTACTOR INTEGRAL TO HDF HUMIDIFIER � DPS EQUIPMENT (DIV 15) DIFFERENTIAL PRESSURE SWITCH EPT ELECTRONIC/PNEUMATIC TRANSDUCER NOTES CONTROL DAMPER DPT DIFFERENTIAL PRESSURE TRANSDUCER Vb1P VALVE MOTOR - PNUEMATIC n LOW EFFICIENCY TS TEMPERATURE SENSOR DMP DAMPER MOTOR - PNUEMATIC GENERAL NOTES -DIRECT DIGITAL CONTROL SYSTEM -� j�— AIR FILTER SECTION 1. THE CHILLER, PUMPS, AIR HANDLING UNITS (AHU'S), FANS AND FAN COIL UNITS SHALL BE CONTROLLED THROUGH DIRECT DIGITAL CONTROL (DDC) SYSTEM. PROVIDE SENSORS, CONTROL PANELS, HS HUMIDITY SENSOR MC MOTOR CONTACTOR TRANSFORMERS, SOFTWARE, PROGRAMMING AND COMMISSIONING FOR A COMPLETE AND OPERATIONAL SYSTEM. 2. CHILLER SHALL BE EQUIPPED WITH AUNIT-MOUNTED MICROPROCESSOR CONTROL PANEL. PUMP DM DAMPER MOTOR -ELECTRIC CTC CONDUCTIVITY CONTROLLER 3. DESCRIPTION: PROVIDE A NEW DISTRIBUTED CONTROL SYSTEM CONSISTING OF DDC CONTROLLERS, � VALVE MOTOR - ELECTRIC RL RELAY ELECTRIC VALVE/DAMPER ACTUATORS AND CONVENTIONAL ELECTRIC CONTROL COMPONENTS AS INDICATED. INTERMEDIATE SD ❑ DUCT SMOKE DETECTOR (DIV 16) SV ❑ SOLENOID VALVE 4. ALARMS/STATUS: ON A START SIGNAL TO ANY CHILLER, AIR MOVING DEVICE OR PUMP, AIR FILTER SECTION INSTALLED BY DIV 15 ALL ALARMS MUST BE CLEAR FOR THE UNIT TO START, OTHERWISE AN ALARM SHALL BE REPORTED (VISIBLE IN THE DDC SYSTEM) INDICATING THE FAILURE AND IDENTIFYING SPT STATIC PRESSURE TRANSDUCER � PNEUMATIC ROOM THERMOSTAT THE ALARM, OR ALARMS, WHICH PREVENTED THE UNIT FROM STARTING. 5. OUTDOOR AIR DRY BULB TEMP AND HUMIDITY SENSORS AT CHILLED WATER SYSTEM CONTROLLER SPL STATIC PRESSURE HIGH LIMIT CT CURRENT TRANSDUCER SHALL BE UTILIZED AS REFERENCE POINTS IN EACH AIR HANDLING SYSTEM. AIRFLOW MEASURING STATION FT FREEZE THERMOSTAT 6. PROVIDE NUMBER AND ARRANGEMENT OF DIGITAL CONTROLLERS INDICATED. EACH CONTROLLER SHALL BE CAPABLE OF INDEPENDENT CONTROL ' �C CONTACTOR SW SWITCH SPST EP ELECTRIC/PNEUMATIC SWITCH LS PROBE TYPE LEVEL SENSOR CHILLER MICROPROCESSOR CONTROLLER INTEGRAL TO CHILLER CH 1 N CHILLED WATER SYSTEM -� DC 01 CONDUCTORS BELOW GROUND IN RIGID STEEL CONDUIT. PROVIDE NUMBER OF CONDUCTORS TO ACCOMPLISH SEQUENCES. PHONE MODEM LAN LAN LAPTOP COMPUTER WORKSTATION LON BUSS TYPICAL. C== ROUTER NETWORK BC CABLE Ot E3 DDG SYSTEM'AR M9.1 NOT TO SCALE 4 CT DC 02 SCF R DC 03 TIC LAN DC 04 DC 05 LAN -----<—END OF LON BUSS M W) Architecture A Engineering Interior Design 146 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 847-1039 Telefax 1407) 629-9409 License Number AA C000564 License Number ES 0000828 project title & owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS B CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA Allen and Conrad. lour. Structural Engineers BAR Miller Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture Cseal/signature STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 D job number 2037.04 drawn by PJR checked by MEY revisions sheet title/contents CONTROL DIAGRAMS G' NOT TO SCALE drawing number M1901 shoot 00 of UT C A, E W 0 CHILLED WATER SYSTEM SEQUENCE OF OPERATION A. OPERATING MODES — GENERAL: 1. PROVIDE FOR SYSTEM, TWO OPERATIONAL MODES: UNOCCUPIED OPERATION AND OCCUPIED OPERATION. OPERATING MODES SHALL BE AUTOMATICALLY COMMANDED BY THE DDC, OR MANUALLY COMMANDED THROUGH THE OPERATOR WORKSTATION. 2. OCCUPIED MODE: WHEN AUTOMATICALLY COMMANDED BY THE DDC, OR MANUALLY ENABLED AT THE OPERATOR WORKSTATION, THE SYSTEM ENTERS THE OCCUPIED MODE. PUMP AND CHILLER CONTROL ALGORITHMS ARE ENABLED, SUBJECT TO SEQUENCES OF OPERATION. 3. UNOCCUPIED MODE: WHEN AUTOMATICALLY COMMANDED BY THE DDC, OR MANUALLY DISABLED AT THE OPERATOR WORKSTATION, THE SYSTEM ENTERS THE UNOCCUPIED MODE. THE CHILLER AND PUMPS SHALL STOP, AND ALL CONTROL ALGORITHMS DISABLED. B. CHILLED WATER SYSTEM 1. DESCRIPTION: SYSTEM CONSISTS OF A PACKAGED AIR—COOLED WATER CHILLER AND CONSTANT VOLUME CHILLED WATER PUMPS. PUMPS ARE CONSTANT VOLUME, EACH WITH A MAGNETIC MOTOR STARTER. PACKAGED WATER CHILLER CONTAINS COMPRESSOR CONTACTORS, CONDENSER FAN MOTOR STARTERS, AND MICROPROCESSOR BASED CHILLER CONTROLLER. PRIMARY CHILLER CONTROL IS THROUGH A FACTORY MOUNTED MICROPROCESSOR BASED CONTROL PANEL INTEGRAL TO CHILLER. 2. PROVIDE INTERLOCKS, CABLE AND CONTROL SOFTWARE TO FACILITATE THE SHARING OF INFORMATION BETWEEN THE CHILLER AND THE DDC TO ACCOMPLISH THE SEQUENCES INDICATED. 3. PROVIDE SOFTWARE AND ADDITIONAL CONTACTORS INDICATED. 4. CHILLER CONTROL: THE OCCUPIED MODE SHALL BE ENABLED THROUGH THE DDC BASED ON THE PROGRAMMED OCCUPANCY SCHEDULE OF THE BUILDING, THROUGH THE OUTDOOR AIR TEMPERATURE, AND AS INTERLOCKED WITH AIR HANDLING EQUIPMENT IS ACTIVATED TO MAINTAIN BUILDING TEMPERATURES. SELECTION OF LEAD AND LAG CHILLED WATER PUMPS SHALL BE MADE AT THE CHILLER CONTROL PANEL. a. WHEN SYSTEM IS ENABLED, THE DDC ENABLES THE WATER CHILLER MICROPROCESSOR CONTROLLER. THE CHILLER CONTROLLER VERIFIES CHILLED WATER PUMP OPERATION AND INITIATES STARTUP OF THE CHILLER; THE "LEAD" CHILLED WATER PUMP SHALL START AND RUN CONTINUOUSLY. FLOW THROUGH EVAPORATOR BUNDLE IS PROVEN THROUGH A DIFFERENTIAL PRESSURE SWITCH. ONCE FLOW IS PROVEN, THE CHILLER START CIRCUIT SHALL BE ENABLED. AFTER CHILLER INTERNAL SAFETY CIRCUITS ARE DIAGNOSTICALLY SATISFIED, THE COMPRESSOR MOTOR(S) AND CONDENSER MOTOR(S) START, AND THE CHILLER CAPACITY CONTROL SYSTEM MODULATES TO MAINTAIN THE PROGRAMMED CHILLLER LEAVING WATER SET POINT. b. PROGRAM CHILLER TO HAVE A MINIMUM ON—TIME OF 10 MINUTES AND A MINIMUM OFF—TIME OF 5 MINUTES UNLESS OTHERWISE RECOMMENDED BY THE CHILLER MANUFACTURER. c. TIME DELAYS DESCRIBED IN THE SEQUENCE SHALL BE FULLY ADJUSTABLE THROUGH THE DDC OPERATOR WORKSTATION AND, PRIOR TO INITIAL STARTUP, VALIDATED THROUGH THE RECOMMENDATIONS OF THE CHILLER MANUFACTURER. d. SYSTEM STATUS SCREEN: PROVIDE DDC PROGRAMMED CHILLED WATER SYSTEM STATUS SCREEN CONTAINING THE FOLLOWING INFORMATION: CHILLER STATUS (ON/OFF/FAILED) CURRENT TIME AND DATE CURRENT OUTDOOR DRY BULB TEMPERATURE AND RELATIVE HUMIDITY CHILLER SYSTEM STATUS (ON/OFF) CHILLER REQUEST AND STATUS CHILLER SETPOINT CHW SUPPLY AND RETURN TEMPERATURE e. INTERLOCK THE DDC SYSTEM TO THE CHILLER. THE FOLLOWING MONITORING, TRENDING, AND ALARM CAPABILITIES SHALL BE INDICATED ON THE SYSTEM STATUS SCREEN PROVIDE SOFTWARE, AND INTERLOCKS TO INDICATE THE FOLLOWING INFORMATION ON THE DDC WORKSTATION: CHILLED WATER SETPOINT f. PROVIDE SOFTWARE ADJUSTABLE MINIMUM ON AND OFF TIMES FOR THE CHILLER TO PREVENT SHORT CYCLING. 5. TRENDING: DURING SYSTEM OPERATION, PROVIDE THE FOLLOWING TREND LOGS PREPROGRAMMED: TREND INTERVAL SAVE TO FILE OUTSIDE AIR TEMP 15 MINUTES YES OUTSIDE AIR RELATIVE HUMIDITY 15 MINUTES YES CH/1 SETPOINT 15 MINUTES YES CH/1 CHW LEAVING 15 MINUTES YES CH/1 CHW ENTERING 15 MINUTES YES 6. PUMP CONTROL: SYSTEM INCLUDES TWO PUMPS; EACH WILL PROVIDE 100% OF THE CONNECTED LOAD. PROVIDE INTERLOCK OF THE CHILLED WATER PUMPS TO THE CHILLER MICROPROCESSOR CONTROLLER. a. INITIAL CHILLED WATER PUMP STARTUP SHALL BE ACCOMPLISHED THROUGH A MANUAL COMMAND AT THE WATER CHILLER OR AS ENABLED THROUGH CHILLER ACTIVATION. WHEN THE CHILLER INITIATES A START SIGNAL OF THE PUMP, THE PUMP SHALL START AND RUN CONTINUOUSLY. WHEN THE CHILLER INITIATES A STOP SIGNAL OF THE PUMP, THE PUMP SHALL STOP. PROVIDE INTERLOCK WIRING OF THE PUMPS TO THE WATER CHILLER. THE OPERATION OF THE STANDBY "LAG" PUMP SHALL BE SIMILAR. b. PRIMARY/STANDBY SELECTION SHALL BE DECIDED BASED UPON NUMBER OF STARTS AND TOTAL RUN TIMES. THE PUMP WITH THE LEAST NUMBER OF STARTS SHALL ALWAYS BE STARTED FIRST, WHILE THE PUMP WITH THE GREATEST RUN TIME SHALL BE STOPPED FIRST. 7. ALARMS: PRINT DIAGNOSTIC ALARM TO DDC IF SEQUENCE OF OPERATION CANNOT BE ACCOMPLISHED. OPERATORS SHALL BE ABLE TO VIEW ALL POINTS OF CONTROL PRIOR TO FAILURE. PROVIDE OTHER DIAGNOSTIC AND MAINTENANCE ALARMS AS NOTED IN SEQUENCES. a. ON A START SIGNAL TO THE CHILLER, ALL ALARMS MUST BE CLEAR PRIOR TO UNIT START—UP. ALL ALARMS MUST BE AVAILABLE FOR DISPLAY IN THE DDC SYSTEM. b. IF THE DDC SYSTEM IS COMMANDING THE CHILLER OFF DUE TO AN OUT OF TOLERANCE OPERATION POINT, THE DDC SHALL INDICATE THE ALARM THROUGH THE EQUIPMENT STATUS POINT. c. ALARMS: PROVIDE THE FOLLOWING ALARMS: ALARM AUDIBLE REPORT ACTION CHILLER FAILURE YES YES MARK CHILLER AS "FAILED" CHILLER IN UNCOMMANDED STATE YES YES MARK CHILLER AS "FAILED" CHWS HIGH TEMPERATURE YES YES NONE CHWR HIGH TEMPERATURE YES YES NONE CHWS LOW TEMPERATURE YES YES NONE CHWR LOW TEMPERATURE YES YES NONE COMMAND LOSS TO ANY YES YES NONE FIELD CONTROLLER YES YES REVERSE TO STAND ALONE OPERATION 8. UNOCCUPIED SETBACK OPERATION (DURING UNOCCUPIED MODE): DURING THE SYSTEM UNOCCUPIED MODE, THROUGH THE AHU SYSTEM OVERRIDE MODE, THE SYSTEM SHALL ENTER AN UNOCCUPIED SETBACK OPERATION MODE. THE CHILLER SYSTEM SHALL BE ACTIVATED, TEMPERATURE CONTROL ALGORITHMS SHALL BE ENABLED, AND SYSTEM SHALL OPERATE AS IN THE OCCUPIED MODE. PROVIDE SOFTWARE TIME DELAY RELAYS FOR MINIMUM ON/OFF TIMES (DDC OPERATOR ADJUSTABLE; SET FOR 15 MINUTES ON, AND 15 MINUTES OFF) FOR UNOCCUIPED SETBACK OPERATION. 9. EVENT LOG: MAINTAIN IN THE DDC SYSTEM, A HISTORICAL RECORD OF ALL ALARMS AND SIGNIFICANT CONTROL CHANGES IMPLEMENTED OR RECEIVED BY THE DDC SYSTEM. MAINTAIN ARECORD OF ALL LOG -ON REQUESTS AND OPERATOR CHANGES. a. RUN-TIME MAINTENANCE: MAINTAIN FOR CHILLER SYSTEM A RECORD OF THE RUN TIME AND NUMBER OF STARTS. 2 K" El _ .�, ..........w..... �....,......,.....�..' � ��_._._.�...............,.a.w..,.....n. w, �-....r „ ��" e �_�,�....:,..,...d.....W...�..�............._................�...xww...N.a..w..-.w.o..aw«..�...-...,.....'� _ Y "{; QA ❑B ©�O�F ©❑H 1A 1B 1C 1D 1E �� 3Q® Al B1 C1 D1 0 0 ; � CL �w N ANALOG INPUTS DIGITAL INPUTS ANALOG OUTPUTS DIGITAL OUTPUTS DC/01 os1SCHEMATIC CONTROL DIAGRAM — C M92 NOT t0 SCALE 5 D WATER SYSTE 7 SWITCH AND. DCK DIRECT /1 CONTROL PROVIDE DCK WIRING DNDUIT. DCK CHWS/CHWR RS DIRECTLY TO ;ONTROL PANEL. U �l ' A F MINIMUM OUTSIDE AIR INTAKE MAXIMUM OUTSIDE AIR INTAKE I 1131 : I I 2 i I F Ii I EO�F ' ©❑H �I ,1❑0© EXHAUST AIR EF 1.1.1 EXHAUST FAN EXHAUST TO OUTDOORS A❑©©0 EO�F ©❑H �I ,1❑0© MDO QP Al B1 C1 D1 E1 000®0 1A 1B 1C 1D 1E 1F 1G 1H w U en 0 CL w w Q LLJW CL I! N J �W.,� J CL LLJ Q N UJ Q W Z J w i2 Q UJ P_'�' Q CL — WW�� N U IQ— Z Q Q N Q J Q J z Q a- W (n w U) W Q Q Q L > 3 > 3 Z w LQ�. c ¢ w O 3 O o Q >- �j Q Z v Z v = v C-6Z ) W Z U F— J W C.� U N 1CL\ � C� C� O X __J CL \ Z W W W O c4 U U o I f I I (= w U_ I I o I i w M 0 (n (n ANALOG INPUTS DIGITAL INPUTS ANALOG OUTPUTS DIGITAL OUTPUTS DC/02 LAYOUT I' F� SCHEMATIC CON' M9.3 NOT TO SCALE L DIAGRAM - AHU/101 RETURN AIR F.A. ;TEM SUPPLY AIR F.A. STEM SUPPLY AIR PROVIDE POWER S PROVIDE DISCONNE INTEGRAL SENSOR 7 )E/COORDINATE JTERLOCK "NOSE" SERIES CO2 MONITOR LOCATE WHERE INDICATED ON FLOOR PLANS. CO2 SENSING SYSTEM i I r c i is a c 1 4 7 R ROGERS, LOVELOCK & FRITZ, WC. i Architecture A Engineering Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 647-1039 Telefax (407) 629-9408 License Number AA C000504 License Number EB 0000625 project title 5 owner's name CATHOLIC DIOCESE OF ORLANDO E M16 D A W I 2 0 . ___ _L _L.� .0 . I I I date I �T 4 16 JANUARY 2006 h° AHU/1.1 SEQUENCE OF OPERATION a A. AHU OPERATING MODES - GENERAL: 1. PROVIDE FOR AIR HANDLING UNIT SYSTEM FOUR PRINCIPAL OPERATIONAL MODES: UNOCCUPIED 12. ALARMS: P T i PRINT DIAGNOSTIC ALARM 0 DDC F SEQUENCE OF OPERATION CANNOT BE ACCOMPLISHED OPERATION, FIRE ALARM 'SHUTDOWN, WARMUP/COOLDOWN OPERATION, AND OCCUPIED OPERATION. THE DURING NORMAL SCHEDULED HOURS OF OPERATION. OPERATORS SHALL BE ABLE TO VIEW ALL POINTS UNOCCUPIED OPERATION, WARMUP 000LDOWN OPERATION AND OCCUPIED OPERATION MODES SHALLBEOF CONTROL PRIOR TO FAILURE. PROVIDE OTHERDIAGNOSTIC AND MAINTENANCE ALARMS AS NOTED COMMANDED BY THE DDC, AND. THE FIRE ALARM .SHUTDOWN SHALL BE COMMANDED. BY A SIGNAL FROM IN SEQUENCES. , I„ THE FIRE ALARM SYSTEM. MANUAL AHU SAFETY SHUTDOWN DEVICES REQUIRE RESET AT THE AHU r rrt STARTER OVERLOADS, ELECTRIC HEATER OVERLOADS ETC.. PROVIDE OPTIMUM START STOP a. ON A START SIGNAL TO ANY AIR -MOVING DEVICE, ALL ALARMS MUST BE CLEAR PRIOR TO UNIT SMOTOR CHEDULES BASED ON ADAPTIVE CONTROL; OCCUPIED AND UNOCCUPIED MODE HIGH AND LOW/ START-UP. ALL ALARMS MUST BE AVAILABLE FOR DISPLAY IN THE DDC SYSTEM. TEMPERATURE SET POINTS, AND OPERATOR ADJUSTABLE OVERRIDE TIMES. b. IF THE DDC SYSTEM IS COMMANDING THE SUPPLY OR EXHAUST FAN ` OFF DUE TO AN OUT OF 2. WARMUP/COOLDOWN MODE: WHEN SCHEDULED BY THE DDC, THE SYSTEM OPERATION SHALL BE TOLERANCE OPERATION POINT, THE DDC SHALL INDICATE THE ALARM THROUGH THE EQUIPMENT STATUS ENABLED FOR COOLING AND HEATING ONLY; AFTER FAN OPERATION 1S PROVEN ENABLE TEMPERATURE POINT. CONTROL. OUTDOOR AIR DAMPER SHALL REMAIN CLOSED DURING THIS OPERATION.. c. WITH THE H -0-A SWITCH IN; THE "AUTO" POSITION, THE DDC SHALL COMMAND THE RELATED 3. OCCUPIED MODE: WHEN SCHEDULED BY THE DDC OR MANUALLY COMMANDED AT THE OPERATOR EQUIPMENT; SUBJECT TO ALARMS STATUS OF ANY OUT OF TOLERANCE PARAMETER. WORKSTATION, THE SYSTEM ENTERS THE OCCUPIED MODE. OPERATION IN THE MODE IS IDENTICAL TO THE WARMUP/COOLDOWN MODE EXCEPT THAT THE OUTSIDE AIR DAMPER CONTROL ALGORITHMS ARE d. "HAND" WITH THE H- 0- A SWITCH IN THE HAND POSITION, THE EQUIPMENT SHALL OPERATE REGARDLESS OF ENABLED; MINIMUM OUTDOOR AIR DAMPER IS OPENED AND INTERLOCKED EXHAUST FAN IS ACTIVATED. THE DDC SYSTEM COMMAND; IF THE DDC SYSTEM IS COMMANDING THE SYSTEM "OFF", THE DDC SHALL INDICATE AN ALARM THROUGH THE AHU/EF STATUS POINT. ALARMS SHALL CLEAR WHEN THE 4. UNOCCUPIED MODE: WHEN SCHEDULED BY THE DDC OR MANUALLY COMMANDED AT THE OPERATOR RESPECTIVE H -0-A SWITCH IS MOVED FROM THE "HAND" TO THE "OFF" OR "AUTO" POSITION. WORKSTATION, ACTIVE SYSTEM OPERATION SHALL BE DISABLED. THE SUPPLY FAN SHALL STOP, EXHAUST FAN SHALL STOP, CONTROL ALGORITHMS DEACTIVATED AND THROUGH AN ADJUSTABLE TIME e. WITH THE H -O -A SWITCH IN THE "OFF" POSITION, THE EQUIPMENT SHALL BE DEACTIVATED DELAY ALL CONTROL DAMPERS SHALL CLOSE. DURING THIS OPERATIONAL MODE, THE SYSTEM MAY BE REGARDLESS OF THE DDC SYSTEM COMMAND; IF THE DDC SYSTEM IS COMMANDING THE SYSTEM "ON", INTERMITTENTLY STARTED AND STOPPED AS NECESSARY TO MAINTAIN THE UNOCCUPIED SET POINT "UNOCCUPIED THE DDC SHALL INDICATE AN ALARM THROUGH THE AHU/EF STATUS POINT. ALARMS SHALL CLEAR TEMPERATURE AND HUMIDITY; REFER TO SETBACK OPERATION". WHEN THE RESPECTIVE H -O -A SWITCH IS MOVED FROM THE "OFF" TO THE "AUTO" POSITION. 5. FIRE ALARM SHUTDOWN, MODE: ALL FANS SHALL STOP, CONTROL ALGORITHMS DISABLED, AND f. THE DDC SHALL MONITOR AND DISPLAY FOR AHU: THROUGH AN ADJUSTABLE TIME DELAY ALL CONTROL DAMPERS SHALL CLOSE. 1. SUPPLY AIR FAN STATUS (ON/OFF). B. AHU CONTROL: 2. INTERLOCKED EXHAUST FAN STATUS (ON/OFF). 3. AHU SUPPLY AIR TEMPERATURE. 1. DESCRIPTION: SYSTEM CONSISTS OF MOTORIZED OUTDOOR AIR DAMPERS, LOW EFFICIENCY 4. OUTSIDE AIR TEMPERATURE (FROM GLOBAL SENSOR). PRE -FILTERS, CHILLED WATER COOLING COIL IN THE RETURN AIR SECTION OF THE AHU, CHILLED WATER 5. OUTSIDE AIR RELATIVE HUMIDITY (FROM GLOBAL SENSOR). COIL IN THE OUTDOOR AIR SECTION OF THE AHU, ELECTRIC RESISTANCE HEATING COIL IN THE 6. RETURN AIR TEMPERATURE. OUTDOOR AIR SECTION OF THE AHU, SUPPLY FAN, AND ELECTRIC RESISTANCE HEATING COIL IN THE 7. RETURN AIR RELATIVE HUMIDITY. SUPPLY AIR DUCTWORK. UNIT IS DRAW -THROUGH CONFIGURATION. SUPPLY FAN MOTOR IS PROVIDED 8. OUTDOOR AIR COIL DECK TEMPERATURE. WITH A VARIABLE FREQUENCY DRIVE MOTOR STARTER FOR CONSTANT VOLUME CONTROL; 9. RETURN AIR COIL DECK TEMPERATURE. SOFT -STARTING AND DIRECT DRIVE FAN CONTROL. EXHAUST FAN IS INTERLOCKED TO AHU FOR 10. MINIMUM OUTSIDE AIR DAMPER COMMAND. SIMULTANEOUS OPERATION DURING THE "OCCUPIED MODE". CHILLED WATER COOLING COILS ARE EACH 11. MAXIMUM OUTSIDE AIR DAMPER POSITION. EQUIPPED WITH 'THREE-WAY CONTROL VALVES. 12. RETURN AIR CHILLED WATER COIL VALVE, PERCENT OPEN. 13. OUTDOOR AIR CHILLED WATER COIL VALVE, PERCENT OPEN. 2. AHU START CONTROL: WHEN THE HAND -OFF -AUTO (H -O -A) SWITCH INITIATES A START SIGNAL 14. OUTDOOR AIR ELECTRIC HEATING COIL ENABLED/DISABLED, THROUGH THE "HAND" POSITION, OR THE DDC INITIATES A START SIGNAL WITH THE H -O -A IN THE 15. SUPPLY AIR ELECTRIC HEATING COIL ENABLED/DISABLED. "AUTO" POSITION, THE SYSTEM SHALL ENTER THE "WARMUP/COODOWN MODE"; AFTER A 20 SECOND 16. DIFFERENTIAL PRESSURE ACROSS EACH FILTER STAGE. SOFTWARE TIME DELAY (ADJUSTABLE, 0 TO 60 SECONDS), THE DDC SHALL START THE SUPPLY FAN; 17. DATE AND TIME. 18. PROCESS ALARMS. THE FAN SHALL START I AND RUN CONTINUOUSLY. WHEN FAN STATUS IS PROVEN, TEMPERATURE CONTROL ALGORITHMS SHALL BE ENABLED. AFTER A 15 MINUTE TIME DELAY (SOFTWARE ADJUSTABLE, g• DDC SHALL ALARM THE FOLLOWING FOR AHU: 1, SUPPLY AIR FAN FAILURE.; 0 TO 60 MINUTES), THE SYSTEM SHALL ENTER THE "OCCUPIED MODE"THE MINIMUM OUTDOOR AIR 2. EXHAUST FAN FAILURE. DAMPER SHALL OPEN FULLY AND INTERLOCKED EXHAUST FAN SHALL START. DURING THE 3. AHU SUPPLY AIR TEMPERATURE HIGH TEMPERATURE. "UNOCCUPIED MODE" TIME SCHEDULE, 1F THE SYSTEM IS REQUIRED TO OPERATE TO SATISFY THE 4. RETURN AIR TEMPERATURE, HIGH TEMPERATURE UNOCCUPIED BUILDING TEMPERATURE, THE SYSTEM SHALL FUNCTION INTERMITTENTLY IN THE 5. RETURN AIR RELATIVE HUMIDITY, HIGH HUMIDITY "WARMUP/COOLDOWN MODE". 6. FILTER PRESSURE DROP (SOILED). 7. OUTDOOR AIR TEMPERATURE, LOW TEMPERATURE. a. PROVIDE POSITIVE FAN S TATUS VLA CURRENT SENSING RELAY AT VARIABLE FREQUENCY DRIVE. 8. STATUS OF INTERLOCKED FANS, FAILURE. b. REFER TO "ALARMS" PARAGRAPH FOR H -O -A SWITCH WIRING/SOFTWARE CRITERIA. 13. TRENDING: DURING SYSTEM OPERATION, PROVIDE THE FOLLOWING TREND LOGS PREPROGRAMMED: 3. OUTDOOR AIR CONTROL: WHEN THE SYSTEM IS IN THE "OCCUPIED MODE"; THE TWO -POSITION MINIMUM TREND INTERVAL SAVE TO FILE OUTDOOR AIR DAMPER SHALL OPEN, FULLY. WHEN THE DDC RECEIVES A SIGNAL FROM THE CO2 SENSING SYSTEM INDICATING THE NEED FOR ADDITIONAL VENTILATION, THE AHU MAXIMUM OUTDOOR AIR OUTSIDE AIR TEMP 15 MINUTES YES DAMPER SHALL MODULATE OPEN/CLOSED ONLY TO MEET THE CO2 SETPOINT. ADJUST THE CO2 OUTSIDE AIR RELATIVE HUMIDITY 15 MINUTES YES SENSING SYSTEM TO A SETPOINT OF 1030 PPM. AHU SUPPLY AIR TEMP. 15 MINUTES YES RETURN AIR TEMP 15 MINUTES YES 4. PRE -HEAT COIL CONTROL: WHEN OUTDOOR AIR COOLING COIL THREE-WAY CONTROL VALVE IS RETURN AIR % RH 15 MINUTES YES COMMANDED TO FULL BYPASS, SUBJECT TO THE AIRFLOW SWITCH, THE ELECTRIC RESISTANCE HEATING OUTDOOR AIR COIL DECK TEMP. 15 MINUTES YES COIL CONTACTOR AND COIL SHALL BE ENABLED/DISABLED TO MAINTAIN 50 DEGREES COIL LEAVING AIR RETURN AIR COIL DECK TEMP. 15 MINUTES YES SETPOINT. OA CHW COIL VALVE POSITION 15 MINUTES YES RA CHW COIL VALVE POSITION 15 MINUTES YES 5. OUTDOOR. AIR COOLING 'COIL CONTROL; FAN STATUS IS 'PROVEN, COOLING COIL TEMPERATURE .WHEN CONTROL ALGORITHMS ARE ACTIVATED. THE CHILLED WATER COIL THREE-WAY CONTROL VALVE SHALL a. RUN-TLME MAINTENANCE: MAINTAIN FOR EACH FAN A RECORD OF THE RUN TIME AND NUMBER OF MODULATE TO MAINTAIN 52 DEGREES F COIL LEAVING AIR SETPOINT . STARTS. 6. RETURN AIR -COOLING COIL CONTROL: WHEN FAN STATUS IS PROVEN, COOLING COIL TEMPERATURE 14. UNOCCUPIED SETBACK OPERATION (DURING UNOCCUPIED MODE): DURING THE SYSTEM "UNOCCUPIED CONTROL ALGORITHMS ARE ACTIVATED. THE CHILLED WATER COIL THREE-WAY CONTROL VALVE SHALL MODE", AS SPACE TEMPERATURE AND OR HUMIDITY LEVEL SET POINTS ARE EXCEEDED THE SYSTEM MODULATE TO MAINTAIN, THE 75 DEGREES F SPACE COOLING SETPOINT WITH A DESIGN AHU SUPPLY SHALL ENTER AN UNOCCUPIED SETBACK OPERATION MODE. THE AHU SHALL BE ACTIVATED AS TEMPERATURE OF 55 DEGREES F. DESCRIBED IN THE "AHU START CONTROL" SEQUENCE, TEMPERATURE CONTROL ALGORITHMS SHALL BE . " ENABLED, ANDSYSTEM SHALL OPERATE AS DESCRIBED IN THE "WARM MODE . PROVIDE a.,.THE DDC, THROUGH THE RETURN AIR HUMIDITY .SENSOR. SHALL RAISE THE SUPPLY AIR TEMPERATURE SOFTWARE TIME DELAY RELAYS FOR MINIMUM ON/OFF TIMES (DDC OPERATOR ADJUSTABLE; SET FOR 15 SETPOINT WHILE MAINTAINING A MAXIMUM OF 50% RELATIVE HUMIDITY IN RETURN AIR, REGARDLESS OF MINUTES ON, AND 15 MINUTES OFF) FOR AHU SETBACK OPERATION. SUPPLY AIR TEMPERATURE COOLING COIL ALGORITHM COMMAND. 7. SUPPLY AIR HEATING COIL CONTROL: WHEN OUTDOOR AIR AND RETURN AIR COOLING COIL C. EXHAUST FAN CONTROL: THREE-WAY CONTROL VALVES ARE COMMANDED TO FULL BYPASS, SUBJECT TO THE AIRFLOW SWITCHES, 1. DESCRIPTION; EXHAUST FAN IS CONSTANT VOLUME WITH MAGNETIC MOTOR STARTER. EXHAUST FAN THE ELECTRIC RESISTANCE HEATING COIL CONTACTORS AND COILS SHALL BE ENABLED/DISABLED SHALL BE INTERLOCKED TO ACTIVATE/DEACTIVATE WITH AHU. WHEN SCHEDULED ON BY THE DDC, FAN SIMULTANEOUSLY TO MAINTAIN THE 'SPACE HEATING SETPOINT OF 72 DEGREES F. SHALL START AND RUN CONTINUOUSLY. 8. AHU SHUTDOWN CONTROL: WHEN THE H -O -A SWITCH INITIATES A STOP SIGNAL THROUGH THE "OFF" a. PROVIDE POSITIVE FAN OPERATIONAL STATUS THROUGH A CURRENT SENSING RELAY AT FAN MOTOR POSITION, OR THE DDC ',INITIATES A STOP SIGNAL WITH THE H -O -A IN THE "AUTO" POSITION, THE STARTER. SUPPLY FAN AND EXHAUST FAN SHALL BE DEACTIVATED, AND ALL TEMPERATURE CONTROL ALGORITHMS DISABLED. THROUGH AN ADJUSTABLE SOFTWARE TIME DELAY, SET TOR 20 SECONDS 2. FAN CONTROL: WHEN THE HAND OFF AUTO (H -O -A) SWITCH INITIATES A START SIGNAL THROUGH (ADJUSTABLE, O TO 60 SECONDS), THE OUTDOOR AIR DAMPER SHALL CLOSE AND THE RETURN AIR - THE "HAND" POSITION, OR THE DDC INITIATES A START SIGNAL WITH THE H -O -A IN THE "AUTO" DAMPER SHALL OPEN: THIS SAME SEQUENCE FOR FAN SHUTDOWN CONTROL SHALL ALSO OCCUR ON A POSITION, THE FAN SHALL START AND RUN CONTINUOUSLY. WHEN THE H -O -A SWITCH INITIATES A SIGNAL FROM THE FIRE ,ALARM SYSTEM: STOP SIGNAL THROUGH THE "OFF" POSITION, OR THE DDC INITIATES A STOP SIGNAL WITH THE H -0-A 9. LOW TEMPERATURE CONTROL: PROVIDE AN AHU LOW OUTDOOR AIR TEMPERATURE ALGORITHM WITH IN THE "AUTO" POSITION, THE FAN SHALL STOP. THREE 'FIELD ADJUSTABLE SETTINGS; TEMPERATURE AT OA COOLING COIL LEAVING TEMPERATURE SENSOR AS FOLLOWS: a. SETTING #1: 40 DEGREES F; LEVEL ONE DIAGNOSTIC ALARM PRINTS TO DDC. b. SETTING #2: 38 DEGREES F CHANGES AHU TO "WARMUP/COOLDOWN" MODE. LEVEL TWO DIAGNOSTIC ALARM PRINTS TO DDG AUTOMATIC RESET AFTER 120 SECONDS ABOVE 40 -DEGREES F (0-30 SECONDS ADJUSTABLE). c. SETTING #3: 35 DEGREES F A LEVEL THREE DIAGNOSTIC ALARM PRINTS TO DDC AND INDICATES AHU SHUTDOWN DUE TO A LOW AMBIENT CONDITION. 10. FILTER STATUS: FURNISH AND INSTALL DIFFERENTIAL PRESSURE SENSOR/TRANSMITTER ACROSS EACH AHU FILTER SECTION. THE DDC SHALL INDICATE EACH FILTER SECTION STATUS FROM CLEAN MEDIA AT STARTUP TO SOILED MEDIA CONDITION. a. DDC SHALL INDICATE PERCENTAGE LOADED; INITIAL PRESSURE DROP IN ACCORDANCE WITH FILTER MEDIA MANUFACTURER'S RECOMMENDATION, SOILED FILTER VALUE OF 1.0 INCHES WATER COLUMN. b. DDC SHALL PRINT A MAINTENANCE ALARM AT A PRESSURE DROP OF 0.9 INCHES WATER COLUMN 0-2 INCHES WATER COLUMN FIELD ADJUSTABLE. 11. EXHAUST FAN INTERLOCK: PROVIDE' SOFTWARE TO INTERLOCK OPERATION OF EXHAUST FAN WITH AIR HANDLING UNIT AS INDICATED ON DRAWINGS. PROVIDE POSITIVE EXHAUST FAN STATUS VIA CURRENT SENSING RELAY AT FAN MOTOR STARTER. INTERLOCK EF TO AHU FOR SIMULTANEOUS FAN OPERATION. 3 4 5 7 8 w I , $ I � f 3 1 t i:� 1• '� ,v„'� G, la.,, 4..,:i x �{�;rt�,{�I,r�,rs"a�{��`�i''• ,r-:, vel '�',Pnr���;"�`.i!��Ca�`ry � 1b ROGERS, LOVELOCK & FRITZ, INC. Architecturea �, Engineering Interior Design ' ''" 145 Lincoln Avenue P.O. Box 730 Winter ;Park, Florida 52790-0730 (407) 047-1038 , Telefax (407) 829-9409 ° License Number AA C000564 License Number EB 0000829 t` {i ik project title & owner's name CATHOLIC DIOCESEI" e, OF ORLANDO �I. ALL SOULS'1 ,r " CATHOLIC COMMUNITY °S lar CHURCH BUILDING SANFORD, FLORIDA x, , ° I; Allan and Conrad, Onc. Structural Engineers r,fN Ali Miller Engineering, Inc. Civil Engineering q" q MAI Landscape Architects, Inc. Landscape Architecture n �c Ir�adr: seal/signature � 4 i �p4,yoya, hl�f� STEVEN M. HINGTGEN, PE 0040024 a l' date I �T 16 JANUARY 2006 h° Job number a NS1-a 2037.04 waft drawn by {y PJRI,' checked by MEY �E,r sheet 00 of revisionsI , I„ r rrt � rfr I rui 51 s� Z�ySx. J l� ��y{y trr L kt� I y RMX sheet title/contents CONTROL SEOUENCES ° V, 4 ' F$rJ >f 11'I� 9 NOT TO SCALE drawing number a NS1-a V {y sheet 00 of U E1 FACTORY TANK TY1 TYPICAL. HEATER CONTROLLE r� E F 1C HOT TO BLDG. 1C COLD WATER MAKE-UP 1C WATER CHILLED WATER rnnni likir� rnnn rvo F 1.2.2 CHWS - CHWR- DOMESTIC WATER HEATING SYSTEM N.C. FI FURIM HFATING EXHAUST AIR 2 MINIMUM OUTSIDE AIR INTAKE MAXIMUM OUTSIDE AIR INTAKE EF 1.2.1 EXHAUST FAN N.C. N.C. EXHAUST TO OUTDOORS PROVIDE POWER S PROVIDE DISCONNE INTEGRAL SENSOR FROM F.A. SYSTEM AHU SYSTEM )E/COORDINATE dTERLOCK "NOSE" SERIES CO2 MONITOR LOCATE WHERE INDICATED ON FLOOR PLANS. CO2 SENSING SYSTEM RETURN AIR SUPPLY AIR AI ©0 Y, DO E❑ [f] ❑G QH QI ❑J QK 4 OF ORLANDO [HIT-61E❑Q U E1 FACTORY TANK TY1 TYPICAL. HEATER CONTROLLE r� E F 1C HOT TO BLDG. 1C COLD WATER MAKE-UP 1C WATER CHILLED WATER rnnni likir� rnnn rvo F 1.2.2 CHWS - CHWR- DOMESTIC WATER HEATING SYSTEM N.C. FI FURIM HFATING EXHAUST AIR 2 MINIMUM OUTSIDE AIR INTAKE MAXIMUM OUTSIDE AIR INTAKE EF 1.2.1 EXHAUST FAN N.C. N.C. EXHAUST TO OUTDOORS PROVIDE POWER S PROVIDE DISCONNE INTEGRAL SENSOR FROM F.A. SYSTEM AHU SYSTEM )E/COORDINATE dTERLOCK "NOSE" SERIES CO2 MONITOR LOCATE WHERE INDICATED ON FLOOR PLANS. CO2 SENSING SYSTEM RETURN AIR SUPPLY AIR AI ©0 Y, DO E❑ [f] ❑G QH QI ❑J QK ©QM OF ORLANDO [HIT-61E❑Q El Al 81 Nfl D1 E1 F1 Efl 00 ++i �4 5 1A 1B lC 1D 1E 1F 1G 1H 11 1J r, I 2�II 9J I, date I Y^ fit 16 JANUARY 2006 '�E� D Job number iy 2037.04 �W Lf Uj r P J R W W CL u� E checked by'? �r MEY, r sur I r41 revisions i kiVA riJS i r �I C .V � r Mrr Y , h Cid � {71 CL \ CL Cc) Li N W W 1 �SFI U Uj ¢ F— Y u; Z a- it {{ 2 1aY I ,p N I, t� sheet title/contents ) I . CONTROL �_ Q �_ Q p w p 3 W Q H V) Q F— (n Q 3 Q ) to w 31: Z Q U_ IQ— V) _ g J _ F— Q O U 3 p U Q D ¢ Z Q �'' (n M Q o W 2 W 2 W 2 F— Q Li w¢ ¢ Q �J`' Q¢ (n 0 = 0 = 0 J a- N � Q � _ U a = U Q O a J � � CSI U_ Z¢¢¢ J W J W J W (n r- cx x d O (n Li O U cn m ( (n W ( O :2 (n W r O (n (n ANALOG INPUTS DIGITAL INPUTS ANALOG OUTPUTS DIGITAL OUTPUTS DC/03 LAYOUT F3 SCHEMATIC CONTROL DIAGRAM - AFRJ/1. M9.5 NOT i0 SCALE 3 4 5 8 7 8 N bgl 9". g", ir�rv, �f„ v �i 1+, { r�Y rL{; ROMB, LOVELOCK & FRITZ, ASC: r rz Architecture r„ Engineering s Interior Design 05 l � r �y(M� 145 Lincoln Avenue P.O. Box 730 } " Winter Park, Florida 32790-0780 ; (407) 847-1039 Telefax (407) 829-9409,'. License rNumber AA 0000584 Y, License Number ES 0000829 BAR Miil®r Engineering, Inc. project title b owner's name w MAI Landscape ` Architects, Inc. CATHOLIC DIOCESE Landscape Architecture r as OF ORLANDO { z: ark 3, r is Y f2� A +rfi . y� ++i ALL SOULS fat I�f� CATHOLIC COMMUNITY ; �. I CHURCH BUILDING r i^< SANFORD, FLORIDA r, I 2�II 9J I, date I Y^ fit A10 an and Conrad. Inc. Structural Engineers t" BAR Miil®r Engineering, Inc. Civil Engineering w MAI Landscape ` Architects, Inc. Landscape Architecture { z: seal/signature A +rfi y� fat r; 2� 2, r i^< r, 2�II STEVEN M. HINGTGEN, PE 0040024 date R, a+' 16 JANUARY 2006 '�E� D Job number iy 2037.04 x� drawn by P J R I I u� E checked by'? �r MEY, r sur I r41 revisions i kiVA riJS i r �I C .V � r Mrr Y , h Cid � {71 VI% f Li N 1 �SFI Y u; Y it {{ 2 1aY I ,p rl d F I, t� sheet title/contents ) I . CONTROL , DIAGRAMSh'r I 1 F r yid NOT TO SCALE drawing number 4 �f iA II yA J sheet 00 of 1� r iiia; C 's a' � "T A X11 A 10 19 ld� I W 4," - - - - - -- LLARA.L L LITUALIMILL 2 4 5 7 AHU/1.2 SEQUENCE OF OPERATION q 41g A. AHU OPERATING MODES GENERAL:Ing, E. DOMESTIC HOT WATER SYSTEM: § 1. PROVIDE FOR AIR HANDLING UNIT SYSTEM, FOUR PRINCIPAL OPERATIONAL MODES: b. DDC SHALL PRINT A MAINTENANCE ALARM AT A PRESSURE DROP OF 0.9 INCHES WATER 1. DESCRIPTION: DOMESTIC HOT WATER HEATING SYSTEM CONSISTS OF AN ELECTRIC TANK T41W UNOCCUPIED OPERATION, FIRE ALARM SHUTDOWN, WARMUP/COOLDOWN OPERATION', AND COLUMN 0-2 INCHES WATER COLUMN FIELD ADJUSTABLE. TYPE HEATER WITH INTEGRAL CONTROLLER. HEATER OPERATES WITH AN I'N-LINE GIMStOVE �,`OC 141 RO L X, OCCUPIED OPERATION. THE UNOCCUPIED OPERATION, WARMUP/COOLDOWN OPERATION, 'AND CENTRIFUGAL RE -CIRCULATING PUMP. PUMP IS CONSTANT VOLUME WITH AMAGNETIC OCCUPIED OPERATION MODES SHALL BE COMMANDED BY THE DDC, AND THE FIRE ALARM 1 EXHAUST FAN INTERLOCK: PROVIDE SOFTWARE TO!INTERLOCK OPERATION OF EXHAUST FAN MOTOR STARTER. SHUTDOWN SHALL BE COMMANDED BY A SIGNAL FROM THE FIRE ALARM SYSTEM. MANUAL WITH AIR HANDLING UNIT AS INDICATED ON DRAWINGS. PROVIDE POSITIVE EXHAUST FAN Architecturerr STATUS VIA CURRENT SENSING RELAY AT FAN MOTOR STARTER. INTERLOCK EF TO AHU 2. CIRCULATING PUMP CONTROL: SYSTEM CONSISTS OF ONE PUMP SIZED TO PROVIDE 100% OF Ai. AHU SAFETY SHUTDOWN DEVICES REQUIRE RESET AT THE AHU (MOTOR STARTER OVERLOADS, Engineering ELECTRIC HEATER OVERLOADS ETC.). FOR SIMULTANEOUS FAN OPERATION. THE CONNECTED LOAD. INITIAL PUMP STARTUP SHALL BE ACCOMPLISHED THROUGH A PROVIDE OPTIMUM START/STOP SCHEDULES BASED ON Interior Design 'H" ADAPTIVE CONTROL; OCCUPIED AND UNOCCUPIED MODE HIGH MANUAL COMMAND OR AT THE OPERATOR WORKSTATION OR AUTOMATICALLY AS SCHEDULED AND LOW TEMPERATURE SET 12. ALARMS: PRINT DIAGNOS11C ALARM TO DDC IF: SEQUENCE OF OPERATION CANNOT BE POINTS, AND OPERATOR ADJUSTABLE OVERRIDE TIMES. BY THE DDC. WHEN THE HAND OFF AUTO (H -O -A). SWITCH INITIATES A START SIGNAL 145 Lincoln Avenue ACCOMPLISHED DURING NORMAL SCHEDULED HOURS OF OPERATION. OPERATORS SHALL BE THROUGH THE "HADN POSITION, OR THE DDC INITIATES A START SIGNAL WITH THE H -O -A P.O. Box 7 iok. ABLE TO VIEW ALL POINTS OF CONTROL PRIOR TO FAILURE. PROVIDE OTHER DIAGNOSTIC 2. WARMUP/COOLDOWN MODE: WHEN SCHEDULED BY THE DDC, THE SYSTEM OPERATION SHALL IN THE "AUTO" POSITION, THE PUMP SHALL START AND RUN CONTINUOUSLY. WHEN THE Winter Park, Florida 32790-0730 AND MAINTENANCE ALARMS AS NOTED IN SEQUENCES.I ht BE ENABLED FOR COOLING AND HEAT"ING ONLY; AFTER FAN OPERATION IS PROVEN ENABLE H -O -A SWITCH INITIATES A STOP SIGNAL THROUGH THE "OFF" POSITION, 'OR THE DDC (407) 841-iq49 TEMPERATURE CONTROL. OUTDOOR AIR DAMPER SHALL REMAIN CLOSED DURING THIS INITIATES A STOP SIGNAL NTH THE H -O -A IN THE "AUTO" POSITION, THE PUMP SHALL irskif ist (407) 829-9409 a. ON A START SIGNAL TO ANY AIR -MOVING DEVICE, ALL ALARMS MUST BE CLEAR PRIOR TO OPERATION. STOP. ,A UNIT START-UP. ALL ALARMS MUST BE AVAILABLE FOR DISPLAY IN THE DDC SYSTEM. License Number AA C000584 3. OCCUPIED MODE: WHEN SCHEDULED BY THE DDC OR MANUALLY COMMANDED AT THE a. THE POTABLEHOT WATER SYSTEM FLOW IS PROVEN THROUGH A CURRENT SENSING License Number ES 0000029 b. IF THE DDC SYSTEM IS COMMANDING THE SUPPLY OR EXHAUST FAN OFF DUE TO AN OUT OPERATOR WORKSTATION, THE SYSTEM ENTERS THE OCCUPIED MODE. OPERATION IN THE TRANSDUCERAT THE CIRCULATING PUMP. project title & owner' OF TOLERANCE OPERATION POINT, THE DDC SHALL INDICATE THE ALARM THROUGH THE s name MODE IS IDENTICAL TO THE WARMUP/COOLDOWN MODE EXCEPT THAT THE OUTSIDE AIR EQUIPMENT STATUS POINT. DAMPER CONTROL ALGORITHMS ARE ENABLED; MINIMUM OUTDOOR AIR DAMPER IS OPENED b. PROVIDE SOFTWARE ADJUSTABLE MINIMUM ON AND OFF TIMES FOR THE CIRCULATING PUMP AND INTERLOCKED EXHAUST FAN IS ACTIVATED. CATHOLIC DIOCESE TO PREVENT SHORT CYCLING. c. WITH THE H -O -A SWITCH IN THE "AUTO" POSITION, THE DDC SHALL COMMAND THE RELATED OF ORLANDO EQUIPMENT; SUBJECT TO ALARMS STATUS OF ANY OUT OF TOLERANCE PARAMETER. 4. UNOCCUPIED MODE: WHEN SCHEDULED BY THE DDC OR MANUALLY COMMANDED AT THE c. RUN-TIME MAINTENANCE: MAINTAIN FOR PUMP A RECORD OF THE RUN TIME AND NUMBER OPERATOR WORKSTATION, ACTIVE SYSTEM OPERATION SHALL BE DISABLED. THE SUPPLYOF STARTS. d. WITH THE H -O -A SWITCH IN THE "HAND" POSITION, THE EQUIPMENT SHALL OPERATE FAN SHALL STOP, EXHAUST FAN SHALL STOP, CONTROL ALGORITHMS DEACTIVATED AND REGARDLESS OF THE DDC SYSTEM COMMAND; IF THE DDC SYSTEM IS COMMANDING THE THROUGH AN ADJUSTABLE TIME DELAY ALL CONTROL DAMPERS SHALL CLOSE. DURING THIS SYSTEM OPERATIONAL MODE, THE SYSTEM MAY BE INTERMITTENTLY STARTED AND STOPPED AS -M "OFF" THE DDC SHALL INDICATE AN ALARM THROUGH THE AHU EF STATUS POINT. NECESSARY TO MAINTAIN THE UNOCCUPIED SET POINT TEMPERATURE AND HUMIDITY; REFER ALARMS SHALL CLEAR MEN THE RESPECTIVE H -O -A SWITCH IS MOVED FROM THE "HAND" ALL SOULS TO "UNOCCUPIED SETBACK OPERATION . TO THE "OFF" OR "AUTO" POSITION. B CATHOLIC COMMUNITY 5. FIRE ALARM SHUTDOWN MODE: ALL FANS SHALL STOP, CONTROL ALGORITHMS DISABLED, e. WITH THE H -O -A SWITCH IN THE "OFF" POSITION, THE EQUIPMENT SHALL BE DEACTIVATED AND THROUGH AN ADJUSTABLE TIME DELAY ALL CONTROL DAMPERS SHALL CLOSE. REGARDLESS OF THE DDC SYSTEM COMMAND; IF THE DDC SYSTEM IS COMMANDING THE CHURCH BULDING SYSTEM 'PON", THE DDC SHALL INDICATE AN ALARM THROUGH THE AHU EF STATUS POINT. SANFORD, FLORIDA B. AHU CONTROL: ALARMS SHALL CLEAR WHEN THE RESPECTIVE H -O -A SWITCH IS MOVED FROM THE "OFF" TO THE "AUTO" POSITION. 1. DESCRIPTION: SYSTEM CONSISTS OF MOTORIZED OUTDOOR AIR DAMPERS, LOW EFFICIENCY PRE -FILTERS, CHILLED WATER COOLING COIL IN THE RETURN AIR SECTION OF THE AHU, f. THE DDC SHALL MONITOR AND DISPLAY FOR AHU: CHILLED WATER COIL IN THE OUTDOOR AIR SECTION OF THE AHU, ELECTRIC RESISTANCE 1. SUPPLY AIR FAN STATUS (ON/OFF). HEATING COIL IN THE OUTDOOR AIR SECTION OF THE AHU, SUPPLY FAN, AND ELECTRIC 2. INTERLOCKED EXHAUST FAN STATUS (ON/OFF). RESISTANCE HEATING COIL IN THE SUPPLY AIR DUCTWORK. UNIT IS DRAW -THROUGH CONFIGURATION. SUPPLY FAN MOTOR IS PROVIDED WITH A VARIABLE FREQUENCY DRIVE 3. AHU SUPPLY AIR TEMPERATURE. 4. OUTSIDE AIR TEMPERATURE (FROM GLOBAL SENSOR). MOTOR STARTER FOR CONSTANT VOLUME CONTROL; SOFT -STARTING AND DIRECT DRIVE FAN CONTROL. EXHAUST FAN IS INTERLOCKED TO AHU FOR SIMULTANEOUS OPERATION DURING 5. OUTSIDE AIR RELATIVE HUMIDITY (FROM GLOBAL SENSOR). Allan and Conrad, Onc. 6. RETURN AIR TEMPERATURE. Structural Engineers THE "OCCUPIED MODE". CHILLED WATER COOLING COILS ARE EACH EQUIPPED WITH 7. RETURN AIR RELATIVE HUMIDITY. THREE-WAY CONTROL VALVES.• AR Miller Engineering, Inc. 8. OUTDOOR AIR COIL DECK TEMPERATURE. Civil Engineering 9. RETURN AIR COIL DECK TEMPERATURE. 2. AHU START CONTROL: WHEN THE HAND -OFF -AUTO (H -0-A) SWITCH INITIATES A START 10. MINIMUM OUTSIDE AIR DAMPER COMMAND. MAILandscape Architects, Inc. SIGNAL THROUGH THE "HAND" POSITION, OR THE DDC INITIATES A START SIGNAL WITH THE 11. MAXIMUM OUTSIDE AIR DAMPER POSITION. Landscape Architecture H -O -A IN THE "AUTO" POSITION, THE SYSTEM SHALL ENTER THE "WARM UP/COODOWN is 12. RETURN AIR CHILLED WATER COIL VALVE, PERCENT OPEN. MODE ; AFTER A 20 SECOND SOFTWARE TIME DELAY (ADJUSTABLE, 0 TO 60 SECONDS), THE 13. OUTDOOR AIR CHILLED WATER COIL VALVE, PERCENT OPEN. DDC SHALL START THE SUPPLY FAN; THE FAN SHALL START AND RUN CONTINUOUSLY. 14. OUTDOOR AIR ELECTRIC HEATING COIL ENABLED/DISABLED. C WHEN FAN STATUS IS PROVEN, TEMPERATURE CONTROL ALGORITHMS SHALL BE ENABLED.seal/signature 15. SUPPLY AIR ELECTRIC HEATING COIL ENABLED/DISABLED. AFTER A 15 MINUTE TIME DELAY (SOFTWARE ADJUSTABLE, 0 TO 60 MINUTES), THE SYSTEM 16. DIFFERENTIAL PRESSURE ACROSS EACH FILTER STAGE. SHALL ENTER THE "OCCUPIED MODE"; THE MINIMUM OUTDOOR AIR DAMPER SHALL OPEN 17. DATE AND TIME. FULLY AND INTERLOCKED EXHAUST FAN SHALL START. DURING THE "UNOCCUPIED MODE" 18. PROCESS ALARMS. TIME SCHEDULE, IF THE SYSTEM IS REQUIRED TO OPERATE TO SATISFY THE UNOCCUPIED g. DDC SHALL ALARM THE FOLLOWING FOR AHU: . ... . -M11 BUILDING TEMPERATURE, THE SYSTEM SHALL FUNCTION INTERMITTENTLY IN THE 1 SUPPLY AIR FAN FAILURE.Yba "WARM U P/COOLDOWN MODE". 2. EXHAUST FAN FAILURE. 3. AHU SUPPLY AIR TEMPERATURE, HIGH TEMPERATURE. a. PROVIDE POSITIVE FAN STATUS VIA CURRENT SENSING RELAY AT VARIABLE FREQUENCY 4. RETURN AIR TEMPERATURE, HIGH TEMPERATURE DRIVE. 5. RETURN AIR RELATIVE HUMIDITY, HIGH HUMIDITY 6. FILTER PRESSURE DROP (SOILED). R b. REFER TO "ALARMS" PARAGRAPH FOR H -O -A SWITCH WIRING/SOFTWARE CRITERIA. 7. OUTDOOR AIR TEMPERATURE, LOW TEMPERATURE. 8. STATUS OF INTERLOCKED FANS, FAILURE. 3. OUTDOOR AIR CONTROL: WHEN THE SYSTEM IS IN THE "OCCUPIED MODE"; THE TWO -POSITION MINIMUM OUTDOOR AIR DAMPER SHALL OPEN FULLY. WHEN THE DDC 13. TRENDING: DURING SYSTEM OPERATION, PROVIDE THE FOLLOWING TREND LOGS SJ RECEIVES A SIGNAL FROM THE CO2 SENSING SYSTEM INDICATING THE NEED FOR ADDITIONAL PREPROGRAMMED: 51" VENTILATION, THE AHU MAXIMUM OUTDOOR AIR DAMPER SHALL MODULATE OPEN/CLOSED TREND INTERVAL SAVE TO FILE STEVEN M. HINGTGEN, PE 0040024 ONLY TO MEET THE CO2 SETPOINT. ADJUST THE CO2 SENSING SYSTEM TO A SETPOINT OF 1030 PPM. date OUTSIDE AIR TEMP 15 MINUTES YES 4. PRE -HEAT COIL CONTROL: WHEN OUTDOOR AIR COOLING COIL THREE-WAY CONTROL VALVE OUTSIDE AIR RELATIVE HUMIDITY 15 MINUTES YES 16 JANUARY 200 6 IS COMMANDED TO FULL BYPASS, SUBJECT TO THE AIRFLOW SWITCH, THE ELECTRIC AHU SUPPLY AIR TEMP 15 MINUTES YES R RETURN AIR TEMP 15 MINUTES YES D Job number i! RESISTANCE HEATING COIL CONTACTOR AND COIL SHALL BE ENABLED/DISABLED TO MAINTAIN RETURN AIR % RH 15 MINUTES YES 50 DEGREES COIL LEAVING AIR SETPOINT. OUTDOOR AIR COIL DECK TEMP 15 MINUTES YES 2037.0 4 �;„ TR RETURN AIRCOIL DECK TEMP 15 MINUTES YES J5 5. OUTDOOR AIR COOLING COIL CONTROL: WHEN FAN STATUS IS PROVEN, COOLING COIL drawn by TEMPERATURE CONTROL ALGORITHMS ARE ACTIVATED. THE CHILLED WATER COIL OA CHW COIL VALVE POSITION 15 MINUTES YES THREE-WAY CONTROL VALVE SHALL MODULATE TO MAINTAIN 52 DEGREES F COIL LEAVING RA CHW COIL VALVE POSITION 15 MINUTES YES P J R AIR SETPOINT a. RUN-TIME MAINTENANCE: MAINTAIN FOR EACH FAN A RECORD OF THE RUN TIME AND chocked by A 6. NUMBER OF STARTS. RETURN AIR COOLING COIL CONTROL: WHEN FAN STATUS IS PROVEN,' COOLING COIL TEMPERATURE CONTROL ALGORITHMS ARE ACTIVATED. THE CHILLED WATER COILMEY THREE-WAY CONTROL VALVE SHALL MODULATE TO MAINTAIN THE 75 DEGREES F SPACE 14. UNOCCUPIED SETBACK OPERATION (DURING UNOCCUPIED MODE): DURING THE SYSTEM revisions COOLING SETPOINT WITH A DESIGN AHU SUPPLY TEMPERATURE OF 55 DEGREES F. "UNOCCUPIED MODE", AS SPACE TEMPERATURE AND OR HUMIDITY LEVEL SET POINTS ARE EXCEEDED THE SYSTEM SHALL ENTER AN UNOCCUPIED SETBACK OPERATION MODE. THE a. THE DDC, THROUGH THE RETURN AIR HUMIDITY SENSOR SHALL RAISE THE SUPPLY AIR AHU SHALL BE ACTIVATED AS DESCRIBED IN THE "AHU START CONTROL" SEQUENCE, TEMPERATURE SETP'OINT WHILE MAINTAINING A MAXIMUM OF 50% RELATIVE HUMIDITY IN TEMPERATURE CONTROL ALGORITHMS SHALL BE ENABLED, AND SYSTEM SHALL OPERATE AS RETURN AIR, REGARDLESS OF SUPPLY AIR TEMPERATURE COOLING COIL ALGORITHM DESCRIBED IN THE "WARM U P/COOLDOWN MODE". PROVIDE SOFTWARE TIME DELAY RELAYS COMMAND. FOR MINIMUM ON/OFF TIMES (DDC OPERATOR ADJUSTABLE; SET FOR 15 MINUTES ON, AND NAf 15 MINUTES OFF) FOR AHU SETBACK OPERATION. 7. SUPPLY AIR HEATING COIL CONTROL: MEN OUTDOOR AIR AND RETURN AIR COOLING COIL THREE-WAY CONTROL VALVES ARE COMMANDED TO FULL BYPASS, SUBJECT TO THE AIRFLOW C. EXHAUST FAN CONTROL: SWITCH, THE ELECTRIC RESISTANCE HEATING COIL CONTACTOR AND COIL SHALL BE ENABLED/DISABLED TO MAINTAIN THE SPACE HEATING SETPOINT OF 72 DEGREES F. 1. DESCRIPTION: EXHAUST FAN IS CONSTANT VOLUME WITH MAGNETIC MOTOR STARTER. EXHAUST FAN SHALL BE INTERLOCKED TO ACTIVATE/DEACTIVATE WITH AHU. WHEN E 8. AHU SHUTDOWN CONTROL: WHEN THE H -O -A SWITCH IN111ATES A STOP SIGNAL THROUGH SCHEDULED ON BY THE DDC, FAN SHALL START AND RUN CONTINUOUSLY. THE "OFF" POSITION, OR THE DDC INITIATES A STOP SIGNAL WITH THE H -O -A IN THE "AUTO" POSITION, THE SUPPLY FAN AND EXHAUST FAN SHALL BE DEACTIVATED, AND ALL a. PROVIDE POSITIVE FAN OPERATIONAL STATUS THROUGH A CURRENT SENSING RELAY AT FAN I'N TEMPERATURE CONTROL ALGORITHMS DISABLED. THROUGH AN ADJUSTABLE SOFTWARE TIME MOTOR STARTER. DELAY, SET FOR 20 SECONDS(ADJUSTABLE, 0 TO 60 SECONDS), THE OUTDOOR AIR DAMPER SHALL CLOSE AND THE RETURN AIR DAMPER SHALL OPEN. THIS SAME SEQUENCE FOR FAN 2. FAN CONTROL: WHEN THE, HAND OFF AUTO (H -O -A) SWITCH INITIATES A START SIGNAL SHUTDOWN CONTROL SHALL ALSO OCCUR ON A SIGNAL FROM THE FIRE ALARM SYSTEM. THROUGH THE "HAND" POSITION, OR THE DDC INITIATES A START SIGNAL WITH THE H -O -A IN THE "AUTO" POSITION, THE FAN SHALL START AND RUN CONTINUOUSLY. WHEN THE 9. LOW TEMPERATURE CONTROL: PROVIDE AN AHU LOW OUTDOOR AIR TEMPERATURE H -O -A SWITCH INITIATES A STOP SIGNAL THROUGH THE "OFF" POSITION, OR THE DDC ALGORITHM WITH THREE FIELD ADJUSTABLE SETTINGS; TEMPERATURE AT OA COOLING COIL INITIATES A STOP SIGNAL WITH THE H -0-A IN THE "AUTO" POSITION, THE FAN SHALL STOP. sheet title/contents LEAVING TEMPERATURE SENSOR AS FOLLOWS: a. SETTING #1: 40 DEGREES F; LEVEL ONE DIAGNOSTIC ALARM PRINTS TO DDC. D. ELECTRICAL ROOM EXHAUST FAN: CONTROL ,I 1. DESCRIPTION: EXHAUST FAN IS CONSTANT VOLUME WITH MAGNETIC MOTOR STARTER. WHEN '"' b. SETTING #2: 38 DEGREES F CHANGES AHU TO "WARM U P/COOLDOWN" MODE. LEVEL TWO DIAGNOSTIC ALARM PRINTS TO DDC. AUTOMATIC RESET AFTER 120 SECONDS ABOVE 40 SCHEDULED ON BY THE DDC, FAN SHALL START AND STOP TO MAINTAIN ELECTRICAL ROOM SEOUENCES i% DEGREES F (0-30 SECONDS ADJUSTABLE). TEMPERATURE. c. SETTING 2. FAN CONTROL: WHEN THE HAND OFF AUTO (H -O -A) SWITCH INITIATES A START SIGNAL #3: 35 DEGREES F A LEVEL THREE DIAGNOSTIC ALARM PRINTS TO DDC AND THROUGH THE "HAND" POSITION, OR THE DDC INITIATES A START SIGNAL WITH THE H -O -A Al INDICATES AHU SHUTDOWN DUE TO A LOW AMBIENT CONDITION. W . . . . . .... IN THE "AUTO- POSITION, THE FAN SHALL START AND RUN CONTINUOUSLY. WHEN THEA H -O -A SWITCH INITIATES A STOP SIGNAL THROUGH THE "OFF" POSITION, OR THE DDC 10. FILTER STATUS: FURNISH AND INSTALL DIFFERENTIAL PRESSURE SENSOR/TRANSMITTER F ACROSS EACH AHU FILTER SECTION. THE DDC SHALL INDICATE EACH FILTER SECTION INITIATES A STOP SIGNAL WITH THE H -O -A IN THE "AUTO" POSITION, THE FAN SHALL STOP. STATUS FROM CLEAN MEDIA AT STARTUP TO SOILED MEDIA CONDITION. NOT TO SCALE a. PROVIDE POSITIVE FAN OPERATIONAL STATUS THROUGH A CURRENT SENSING RELAY AT FAN a. DDC SHALL INDICATE PERCENTAGE LOADED; INITIAL PRESSURE DROP IN ACCORDANCE WITH MOTOR STARTER. drawing number FILTER MEDIA MANUFACTURER'S RECOMMENDATION, SOILED FILTER VALUE OF 1.0 INCHES WATER COLUMN. M9 sheet 00 of 2 3 4 5 7 8 A E 42 i EXHAUST AIR MINIMUM OUTSIDE AIR INTAKE MAXIMUM OUTSIDE AIR INTAKE EF 1.3.1 EXHAUST FAN 411 EXHAUST TO OUTDOORS h4lilL, L 3 M11 E rC FDliEiEiNiiHiiiiF -iiEiEZEEEEEZEEEF MEY revisions -,V E 1] HE0QQ0Q 1A 1B 1C 1D 1E 1F 1G 1H 1I 1J00000 Uj Uj W Of LU Uj V) (n N V) V) -j (n ;5 0- 12 < M Uj V) Uj U) H C:) --j 0 C-) _j < LLJ j2 i5 �R F -j --j V) LL. QV) (n CC 0 C-) -j 0 LLI CL M fn U) < F- (X W W CL o < < < 31: LLJ R::LLJ (n V) C14 CL CL V7 < 0 a: C-) < LL. >- CL 0- r6 < L) Ld LLJ LLJ LLJ U Uj �j wLLJ w LAj CL 0 W of =5 V) u- wLL- LX < V) LL - w0 (n to ANALOG INPUTS DIGITAL INPUTS ANALOG OUTPUTS DIGITAL OUTPUTS DC/04 LAYOUT F4 SCHEN F4 SCHEN M9.7 NOT TO scAi D1 7 L FEW {Pf rhjj ROGERS': LOVELOCK & FRIT Mum Architecture A Engineering Interior Design 146 Lincoln Avenue n P.O. Box 730 Winter Park Florida .419700-0780 RETURN AIR (407) 847-1039 Telefax (407) 629-9409 License Number AA C000584 License Number EB 0000029 project title & owner's name CATHOLIC DIOCESE OF ORLANDO E I,Ei SANFORD, FLORIDA SUPPLY AIR I k1l"I"', Allan and Conrad, Pric. Structural Engineers AR Miller Engineering, Inc. Civil Engineering &,"3 MAI Landscape Architects, Inc. Landscape Architecture C seal/signature PROVIDE/COORDINATE DDC INTERLOCK 7K L "NOSE" SERIES CO2 MONITOR LOCATE WHERE INDICATED ONAsx FLOOR rLMI'43. CO2 SENSING SYSTEM ka STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006: D Job number j 06 2037.04ltt drawn by PJR chocked by MEY revisions -,V 11 Tji sheet title/contents CONTROL DIAGRAM AHU/1.3 F 9" NOT TO SCALE drawing number rM 41 M907 shoot 00 of 5 7 8 U [Z] N 10) [A It JI 2 3 4 0 N AHU/1.3 SEQUENCE OF OPERATION A. AHU OPERATING MODES - GENERAL: 1. PROVIDE FOR AIR HANDLING UNIT SYSTEM, FOUR PRINCIPAL OPERATIONAL MODES: UNOCCUPIED OPERATION, FIRE ALARM SHUTDOWN, WARMUP/COOLDOWN OPERATION, AND OCCUPIED OPERATION. THE UNOCCUPIED OPERATION, WARMUP/COOLDOWN OPERATION, AND OCCUPIED OPERATION MODES SHALL BE COMMANDED BY THE DD,C, AND THE FIRE ALARM SHUTDOWN SHALL BE COMMANDED BY A SIGNAL FROM THE FIRE ALARM SYSTEM. MANUAL AHU SAFETY SHUTDOWN DEVICES REQUIRE RESET AT THE AHU (MOTOR STARTER OVERLOADS, ELECTRIC HEATER OVERLOADS ETC.). PROVIDE OPTIMUM START/STOP SCHEDULES BASED ON ADAPTIVE CONTROL; OCCUPIED AND UNOCCUPIED MODE HIGH AND LOW TEMPERATURE SET POINTS, AND OPERATOR ADJUSTABLE OVERRIDE TIMES. 2. WARMUP/COOLDOWN MOD( WHEN SCHEDULED BY THE DDC, THE SYSTEM OPERATION SHALL BE ENABLED FOR COOLING AND HEATING ONLY; AFTER FAN OPERATION IS PROVEN ENABLE TEMPERATURE CONTROL. OUTDOOR AIR DAMPER SHALL REMAIN CLOSED DURING THIS OPERATION. 3. OCCUPIED MODE: WHEN SCHEDULED BY THE DDC OR MANUALLY COMMANDED AT THE OPERATOR WORKSTATION, THE SYSTEMI ENTERS THE OCCUPIED MODE. OPERATION IN THE MODE IS IDENTICAL TO THE WARMUP/COOLDOWN MODE EXCEPT THAT THE OUTSIDE AIR DAMPER CONTROL ALGORITHMS ARE ENABLED; MINIMUM OUTDOOR AIR DAMPER IS OPENED AND INTERLOCKED EXHAUST FAN IS ACTIVATED. 4. UNOCCUPIED MODE: WHEk SCHEDULED BY THE DDC OR MANUALLY COMMANDED AT THE OPERATOR WORKSTATION, ACTIVE SYSTEM OPERATION SHALL BE DISABLED. THE SUPPLY FAN SHALL STOP, EXHAUST FAN SHALL STOP, CONTROL ALGORITHMS DEACTIVATED AND THROUGH AN ADJUSTABLE TIME DELAY ALL CONTROL DAMPERS SHALL CLOSE. DURING THIS OPERATIONAL MODE, THE SYSTEM MAY BE INTERMITTENTLY STARTED AND STOPPED AS NECESSARY TO MAINTAIN THE UNOCCUPIED SET POINT TEMPERATURE AND HUMIDITY; REFER TO "UNOCCUPIED SETBACK OPERATION". 5. FIRE ALARM SHUTDOWN MODE: ALL FANS SHALL STOP, CONTROL ALGORITHMS DISABLED, AND THROUGH AN ADJUSTABLE TIME DELAY ALL CONTROL DAMPERS SHALL CLOSE. B. AHU CONTROL: 1. DESCRIPTION: SYSTEM CONSISTS OF MOTORIZED OUTDOOR AIR DAMPERS, LOW EFFICIENCY PRE -FILTERS, CHILLED WATER COOLING COIL IN THE RETURN AIR SECTION OF THE AHU, CHILLED WATER COIL IN THE OUTDOOR AIR SECTION OF THE AHU, ELECTRIC RESISTANCE HEATING COIL IN THE OUTDOOR AIR SECTION OF THE AHU, SUPPLY FAN, AND ELECTRIC RESISTANCE HEATING COIL IN THE SUPPLY AIR DUCTWORK. UNIT IS DRAW -THROUGH CONFIGURATION. SUPPLY FAN MOTOR IS PROVIDED WITH A VARIABLE FREQUENCY DRIVE MOTOR STARTER FOR CONSTANT VOLUME CONTROL; SOFT -STARTING AND DIRECT DRIVE FAN CONTROL. EXHAUST FAN IS INTERLOCKED TO AHU FOR SIMULTANEOUS OPERATION DURING THE "OCCUPIED MODE". CHILLED WATER COOLING COILS ARE EACH EQUIPPED WITH THREE-WAY CONTROL VALVES. 2. AHU START CONTROL: WHEN THE HAND -OFF -AUTO (H -O -A) SWITCH INITIATES A START SIGNAL THROUGH I THE "HAND" POSITION, OR THE DDC INITIATES A START SIGNAL WITH THE H -O -A IN THE -AUTO" POSITION, THE SYSTEM SHALL ENTER THE "WARMUP/COODOWN MODE"; AFTER A 20 SECOND SOFTWARE TIME DELAY (ADJUSTABLE, 0 TO 60 SECONDS), THE DDC SHALL START THE SUPPLY FAN; THE FAN SHALL START AND RUN CONTINUOUSLY. MEN FAN STATUS IS PROVEN, TEMPERATURE CONTROL ALGORITHMS SHALL BE ENABLED. AFTER A 15 MINUTE TIME DELAY (SOFTWARE ADJUSTABLE, 0 TO 60 MINUTES), THE SYSTEM SHALL ENTER THE -OCCUPIED MODE"; THE MINIMUM OUTDOOR AIR DAMPER SHALL OPEN FULLY AND INTERLOCKED EXHAUST FAN SHALL START. DURING THE "UNOCCUPIED MODE" TIME SCHEDULE, IF THE SYSTEM IS REQUIRED TO OPERATE TO SATISFY THE UNOCCUPIED BUILDING TEMPERATURE, THE SYSTEM SHALL FUNCTION INTERMITTENTLY IN THE "WARMUP/COOLDOWN MODE". a. PROVIDE POSITIVE FAN STATUS VIA CURRENT SENSING RELAY AT VARIABLE FREQUENCY DRIVE. b. REFER TO "ALARMS" PARAGRAPH FOR H -0-A SWITCH WIRING/SOFTWARE CRITERIA. 3. OUTDOOR AIR CONTROL: WHEN THE SYSTEM IS IN THE "OCCUPIED MODE"; THE TWO -POSITION MINIMUM OUTDOOR AIR DAMPER SHALL OPEN FULLY. WHEN THE DDC RECEIVES A SIGNAL FROM THE CO2 SENSING SYSTEM INDICATING THE NEED FOR ADDITIONAL VENTILATION, THE AHU MAXIMUM OUTDOOR AIR DAMPER SHALL MODULATE OPEN/CLOSED ONLY TO MEET THE CO2 SETPOINT. ADJUST THE CO2 SENSING SYSTEM WTO A SETPOINT OF 1030 PPM. 4. PRE -HEAT COIL CONTROL: WHEN OUTDOOR AIR COOLING COIL THREE-WAY CONTROL VALVE IS COMMANDED TO FULL BYPASS, SUBJECT TO THE AIRFLOW SWITCH, THE ELECTRIC RESISTANCE HEATING COIL CONTACTOR AND COIL: SHALL BE ENABLED/DISABLED TO MAINTAIN 50 DEGREES COIL LEAVING AIR SETPOINT. 5. OUTDOOR AIR COOLING COIL CONTROL: WHEN FAN STATUS IS PROVEN, COOLING COIL TEMPERATURE CONTROL ALGORITHMS ARE ACTIVATED. THE CHILLED WATER COIL THREE-WAY CONTROL VALVE SHALL MODULATE TO MAINTAIN 52, DEGREES F COIL LEAVING AIR SETPOINT 6. RETURN AIR COOLING COIL iCONTROL: WHEN FAN STATUS IS PROVEN, COOLING COIL TEMPERATURE CONTROL ALGORITHMS ARE ACTIVATED. THE CHILLED WATER COIL THREE-WAY CONTROL VALVE SHALL i MODULATE TO MAINTAIN THE 75 DEGREES F SPACE COOLING SETPOINT WITH A DESIGN AHU SUPPLY TEMPERATURE OF 55 DEGREES F. a. THE DDC, THROUGH THE RETURN AIR HUMIDITY SENSOR SHALL RAISE THE SUPPLY AIR TEMPERATURE SETPOINT MILE MAINTAINING A MAXIMUM OF 50% RELATIVE HUMIDITY IN RETURN AIR, REGARDLESS OF SUPPLY AIRF TEMPERATURE COOLING COIL ALGORITHM COMMAND. i 7. SUPPLY AIR HEATING COIL CONTROL: WHEN OUTDOOR AIR AND RETURN AIR COOLING COIL THREE-WAY CONTROL VALVES ARE COMMANDED TO FULL BYPASS, SUBJECT TO THE AIRFLOW SWITCH, I THE ELECTRIC RESISTANCE' HEATING COIL CONTACTOR AND COIL SHALL BE ENABLED/DISABLED TO MAINTAIN THE SPACE HEATING SETPOINT OF 72 DEGREES F. 8. AHU SHUTDOWN CONTROL: WHEN THE -H-O-A SWITCH INITIATES A STOP SIGNAL THROUGH THE "OFF" POSITION, OR THE DDC INITIATES A STOP SIGNAL WITH THE H -O -A IN THE "AUTO POSITION, THE SUPPLY FAN AND EXHAUST FAN SHALL BE DEACTIVATED, AND ALL TEMPERATURE CONTROL ALGORITHMS DISABLED. THROUGH AN ADJUSTABLE SOFTWARE TIME DELAY, SET FOR 20 SECONDS (ADJUSTABLE, 0 TO 60 SECONDS), THE OUTDOOR AIR DAMPER SHALL CLOSE AND THE RETURN AIR DAMPER SHALL OPEN. THIS SAME SEQUENCE FOR FAN SHUTDOWN CONTROL SHALL ALSO OCCUR ON A SIGNAL FROM THE FIRE ALARM SYSTEM. 9. LOW TEMPERATURE CONTROL: PROVIDE AN AHU LOW OUTDOOR AIR TEMPERATURE ALGORITHM WITH THREE FIELD ADJUSTABLE SETTINGS; TEMPERATURE AT OA COOLING COIL LEAVING TEMPERATURE SENSOR AS FOLLOWS: a. SETTING #1: 40 DEGREES F; LEVEL ONE DIAGNOSTIC ALARM PRINTS TO DDC. b. SETTING #2: 38 DEGREES F CHANGES AHU TO "WARMUP/COOLDOWN" MODE. LEVEL TWO DIAGNOSTIC ALARM PRINTS TO DDC. AUTOMATIC RESET AFTER 120 SECONDS ABOVE 40 DEGREES F (0-30 SECONDS ADJUSTABLE). c. SETTING #3: 35 DEGREES:F A LEVEL THREE DIAGNOSTIC ALARM PRINTS TO DDC AND INDICATES AHU SHUTDOWN DUE TO A LOW AMBIENT CONDITION. 10. FILTER STATUS: FURNISH AND INSTALL DIFFERENTIAL PRESSURE SENSOR/TRANSMITTER ACROSS EACH AHU FILTER SECTION. THE! DDC SHALL INDICATE EACH FILTER SECTION STATUS FROM CLEAN MEDIA AT STARTUP TO SOILED MEDIA CONDITION. a. DDC SHALL INDICATE PERCENTAGE LOADED; INITIAL PRESSURE DROP IN ACCORDANCE WITH FILTER MEDIA MANUFACTURER'S RECOMMENDATION, SOILED FILTER VALUE OF 1.0 INCHES WATER COLUMN. b. DDC SHALL PRINT A MAINTENANCE ALARM AT A PRESSURE DROP OF 0.9 INCHES WATER COLUMN 0-2 INCHES WATER COLUMN FIELD ADJUSTABLE. 11. EXHAUST FAN INTERLOCK: PROVIDE SOFTWARE TO INTERLOCK OPERATION OF EXHAUST FAN WITH AIR HANDLING UNIT AS INDICATED ON DRAWINGS. PROVIDE POSITIVE EXHAUST FAN STATUS VIA CURRENT SENSING RELAY AT FAN MOTOR STARTER. INTERLOCK EF TO AHU FOR SIMULTANEOUS FAN OPERATION. 3 4 i 5 01 ROGERS" LOVELOCK & FAITZ,W§ 12. ALARMS: PRINT DIAGNOSTIC ALARM TO DDC IF SEQUENCE OF OPERATION CANNOT BE ACCOMPLISHED 8 DURING NORMAL SCHEDULED HOURS OF OPERATION. OPERATORS SHALL BE ABLE TO VIEW ALL POINTS Architecture ­ gn OF CONTROL PRIOR TO FAILURE. PROVIDE OTHER DIAGNOSTIC AND MAINTENANCE ALARMS AS NOTED A IN SEQUENCES. Engineering Interior Design a. ON A START SIGNAL TO ANY AIR -MOVING DEVICE, ALL ALARMS MUST BE CLEAR PRIOR TO UNIT START-UP. ALL ALARMS MUST BE AVAILABLE FOR DISPLAY IN THE DDC SYSTEM. 145 Lincoln Avenue P.O. Box 730 b. IF THE DDC SYSTEM IS COMMANDING THE SUPPLY OR EXHAUST FAN OFF DUE TO AN OUT OF Winter Park, Florida 32700-0730 TOLERANCE OPERATION POINT, THE DDC SHALL INDICATE THE ALARM THROUGH THE EQUIPMENT (407)847-1039 STATUS POINT. Telefax (407) 629-9409 c. WITH THE H -O -A SWITCH IN THE "AUTO" POSITION, THE DDC SHALL COMMAND THE RELATED License Number AA 0000564 EQUIPMENT, SUBJECT TO ALARMS STATUS OF ANY OUT OF TOLERANCE PARAMETER. License Number EB 0000829 project title & owner's name d. WITH THE H -O -A SWITCH IN THE "HAND" POSITION, THE EQUIPMENT SHALL OPERATE REGARDLESS OF THE DDC SYSTEM COMMAND; IF THE DDC SYSTEM IS COMMANDING THE SYSTEM "OFF", THE DDC CATHOLIC DIOCESE SHALL INDICATE AN ALARM THROUGH THE AHU/EF STATUS POINT. ALARMS SHALL CLEAR WHEN THE OF ORLANDO RESPECTIVE H -O -A SWITCH IS MOVED FROM THE "HAND" TO THE "OFF" OR "AUTO" POSITION. e. WITH THE H -O -A SWITCH IN THE "OFF" POSITION, THE EQUIPMENT SHALL BE DEACTIVATED REGARDLESS OF THE DDC SYSTEM COMMAND; IF THE DDC SYSTEM IS COMMANDING THE SYSTEM "ON", THE DDC SHALL INDICATE AN ALARM THROUGH THE AHU/EF STATUS POINT. ALARMS SHALL CLEAR WHEN THE RESPECTIVE H -O -A SWITCH IS MOVED FROM THE "OFF" TO THE "AUTO" POSITION. ALL SOULS f. THE DDC SHALL MONITOR AND DISPLAY FOR AHU: B CATHOLIC COMMUNITY 1. SUPPLY AIR FAN STATUS (ON/OFF). CHURCH- BUILDING A), 2. INTERLOCKED EXHAUST FAN STATUS (ON/OFF). 3. AHU SUPPLY AIR TEMPERATURE. SANFORD, FLORIDA 4. OUTSIDE AIR TEMPERATURE (FROM GLOBAL SENSOR). 5. OUTSIDE AIR RELATIVE HUMIDITY (FROM GLOBAL SENSOR). 6. RETURN AIR TEMPERATURE. 7. RETURN AIR RELATIVE HUMIDITY. 8. OUTDOOR AIR COIL DECK TEMPERATURE. 9. RETURN AIR COIL DECK TEMPERATURE. 10. MINIMUM OUTSIDE AIR DAMPER COMMAND. 11. MAXIMUM OUTSIDE AIR DAMPER POSITION. 12. RETURN AIR CHILLED WATER COIL VALVE, PERCENT OPEN.; Allen 'dqn r a d, 0 n c. OUTDOOR AIR CHILLED WATER COIL VALVE, PERCENTOPEN. ngine13. Structural Eers 14. OUTDOOR AIR ELECTRIC HEATING COIL ENABLED/DISABLED. 15. SUPPLY AIR ELECTRIC HEATING COIL ENABLED/DISABLED. Miller AR Civil EngineeriEngineer1rip, Inc. ng 16. DIFFERENTIAL PRESSURE ACROSS EACH FILTER' STAGE. 17. DATE AND TIME. MAI Landscape Architects, Inc. 18. PROCESS ALARMS. Landscape Architecture g. DDC SHALL ALARM THE FOLLOWING FOR AHU: 1. SUPPLY AIR FAN FAILURE. 2. EXHAUST FAN FAILURE. C 3., AHU SUPPLY AIR TEMPERATURE, HIGH TEMPERATURE. seal/signature % 4. RETURN AIR TEMPERATURE, HIGH TEMPERATURE 5. RETURN AIR RELATIVE HUMIDITY, HIGH HUMIDITY 6. FILTER PRESSURE DROP (SOILED). 7. OUTDOOR AIR TEMPERATURE, LOW TEMPERATURE. 8. STATUS OF INTERLOCKED FANS, FAILURE. 13. TRENDING: DURING SYSTEM OPERATION, PROVIDE THE FOLLOWING TREND LOGS PREPROGRAMMED: TREND INTERVAL SAVE TO FILE OUTSIDE AIR TEMP 15 MINUTES YES OUTSIDE AIR RELATIVE HUMIDITY 15 MINUTES YES AHU SUPPLY AIR TEMP 15 MINUTES YES RETURN AIR TEMP 15 MINUTES YES RETURN AIR % RH 15 MINUTES YES OUTDOOR AIR COIL DECK TEMP 15 MINUTES YES RETURN AIR COIL DECK TEMP 15 MINUTES YES STEVEN M. HINGTGEN, PE 0040024 OA CHW COIL VALVE POSITION 15 MINUTES YES RA CHW COIL VALVE POSITION 15 MINUTES YES date' 16 JAN UARY 2006 a. RUN TIME MAINTENANCE: MAINTAIN FOR EACH FAN A RECORD OF THE RUN TIME AND NUMBER OF STARTS. D job number 14. UNOCCUPIED SETBACK OPERATION (DURING UNOCCUPIED MODE): DURING THE SYSTEM "UNOCCUPIED 2037.04 MODE" , AS SPACE TEMPERATURE AND OR HUMIDITY LEVEL SET POINTS ARE EXCEEDED THE SYSTEM SHALL ENTER AN UNOCCUPIED SETBACK OPERATION MODE. THE AHU SHALL BE ACTIVATED AS drawn by DESCRIBED IN THE "AHU START CONTROL" SEQUENCE, TEMPERATURE CONTROL ALGORITHMS SHALL BE PJR N ENABLED, AND SYSTEM SHALL OPERATE AS DESCRIBED IN THE "WARM UP/COOLDOWN MODE PROVIDE SOFTWARE TIME DELAY RELAYS FOR MINIMUM ON/OFF TIMES (DDC OPERATOR ADJUSTABLE; SET FOR checked by 15 MINUTES ON, AND 15 MINUTES OFF) FOR AHU SETBACK OPERATION. MEY C. EXHAUST FAN CONTROL:revisions 1. DESCRIPTION: EXHAUST FAN IS CONSTANT VOLUME WITH MAGNETIC MOTOR STARTER. EXHAUST FAN SHALL BE INTERLOCKED TO ACTIVATE/DEACTIVATE WITH AHU. WHEN SCHEDULED ON BY THE DDC, FAN SHALL START AND RUN CONTINUOUSLY. a. PROVIDE POSITIVE FAN OPERATIONAL STATUS THROUGH A CURRENT SENSING RELAY AT FAN MOTOR STARTER. 2. FAN CONTROL: WHEN THE HAND OFF AUTO (H -O -A) SWITCH INITIATES A START SIGNAL THROUGH THE "HAND" POSITION, OR THE DDC INITIATES A START SIGNAL WITH THE H -O -A IN THE "AUTO" POSITION, THE FAN SHALL START AND RUN CONTINUOUSLY. WHEN THE H -O -A SWITCH. INITIATES A STOP SIGNAL THROUGH THE "OFF" POSITION, OR THE DDC INITIATES A STOP SIGNAL WITH THE H -O -A E IN THE "AUTO" POSITION, THE FAN SHALL STOP. 8 6 "T QA ©©ED E E E z E E E 0 0(�)® @ @ @ @ (i -D LLJ < LLI V) EL Ld LL] > Q Lf) uj > V) __j U :Z -c ZZ 5 U w CL U_jJ LW 5 U < LL.J Li- LL1 CL LLJ Li Ld w m U < V) U Cl- V) M U (n D < 0 L) Uj Ld_j I ANALOG INPUTS DIGITAL INPUTS ANALOG OUTPUTS DIGITAL OUTPUTS DC/05 LAYOUT FCU/A SEQUENCE OF OPERATION A. FCU OPERATING MODES - GENERAL: C 1. PROVIDE FOR FAN COIL UNIT SYSTEM, FOUR PRINCIPAL OPERATIONAL X A MODES: UNOCCUPIED OPERATION, FIRE ALARM SHUTDOWN, WARMUP/COOLDOWN OPERATION, AND OCCUPIED OPERATION. THE UNOCCUPIED OPERATION, WARMUP/COOLDOWN OPERATION, AND OCCUPIED OPERATION MODES SHALL BE COMMANDED BY THE DDC, AND THE FIRE ALARM SHUTDOWN SHALL BE COMMANDED BY A SIGNAL FROM THE FIRE ALARM SYSTEM. MANUAL AHU SAFETY SHUTDOWN DEVICES REQUIRE RESET AT THE FCU (MOTOR STARTER OVERLOADS, ELECTRIC HEATER OVERLOADS ETC.). PROVIDE OPTIMUM START/STOP SCHEDULES BASED ON ADAPTIVE CONTROL; OCCUPIED AND UNOCCUPIED MODE HIGH AND LOW TEMPERATURE SET POINTS, AND OPERATOR ADJUSTABLE OVERRIDE TIMES. 2. WARMUP/COOLDOWN MODE: WHEN SCHEDULED BY THE DDC, THE SYSTEM OPERATION SHALL BE ENABLED FOR COOLING AND HEATING ONLY; AFTER FAN OPERATION IS PROVEN ENABLE TEMPERATURE CONTROL. OUTDOOR AIR DAMPER SHALL REMAIN CLOSED DURING THIS OPERATION. 3. OCCUPIED MODE: WHEN SCHEDULED BY THE DDC OR MANUALLY COMMANDED AT THE OPERATOR WORKSTATION, THE SYSTEM ENTERS THE OCCUPIED MODE. OPERATION IN THE MODE IS IDENTICAL TO THE WARMUP/COOLDOWN MODE EXCEPT THAT THE OUTSIDE AIR DAMPER CONTROL ALGORITHM IS ENABLED; OUTDOOR AIR DAMPER IS OPENED. 4. UNOCCUPIED MODE: WHEN SCHEDULED BY THE DDC OR MANUALLY COMMANDED AT THE OPERATOR WORKSTATION, ACTIVE SYSTEM OPERATION SHALL BE DISABLED. THE SUPPLY FAN SHALL STOP, CONTROL ALGORITHMS DEACTIVATED AND THROUGH AN ADJUSTABLE TIME DELAY OUTDOOR AIR DAMPER SHALL CLOSE. DURING THIS OPERATIONAL MODE, THE SYSTEM MAY BE INTERMITTENTLY STARTED AND STOPPED AS NECESSARY TO MAINTAIN THE UNOCCUPIED SET POINT TEMPERATURE AND HUMIDITY; REFER TO "UNOCCUPIED SETBACK OPERATION . 5. FIRE ALARM SHUTDOWN MODE: FAN SHALL STOP, CONTROL ALGORITHMS DISABLED, AND THROUGH AN ADJUSTABLE TIME DELAY OUTDOOR AIR CONTROL DAMPER SHALL CLOSE. B. FCU CONTROL: 1. DESCRIPTION: SYSTEM CONSISTS OF A MOTORIZED OUTDOOR AIR DAMPER, LOW EFFICIENCY PRE -FILTER, CHILLED WATER COOLING COIL, SUPPLY FAN, AND ELECTRIC RESISTANCE HEATING COIL IN THE SUPPLY AIR DUCTWORK. UNIT IS DRAW -THROUGH CONFIGURATION. SUPPLY FAN MOTOR IS PROVIDED WITH A MAGNETIC MOTOR STARTER FOR CONSTANT VOLUME OPERATION. CHILLED WATER COOLING COIL IS EQUIPPED WITH A THREE-WAY CONTROL VALVE. 2. FCU START CONTROL: WHEN THE HAND -OFF -AUTO (H -O -A) SWITCH INITIATES A START SIGNAL THROUGH THE "HAND" POSITION, OR THE DDC INITIATES A START SIGNAL WITH THE H -O -A IN THE "AUTO" POSITION, THE SYSTEM SHALL ENTER THE "WARM UP/COOLDOWN MODE-; AFTER A 20 SECOND SOFTWARE TIME DELAY (ADJUSTABLE, 0 TO 60 SECONDS), THE DDC SHALL START THE SUPPLY FAN; THE FAN SHALL START AND RUN CONTINUOUSLY. WHEN FAN STATUS IS PROVEN, TEMPERATURE CONTROL ALGORITHMS SHALL BE ENABLED. AFTER A 15 MINUTE 11ME DELAY (SOFTWARE ADJUSTABLE, 0 TO 60 MINUTES), THE SYSTEM SHALL ENTER THE "OCCUPIED MODE"; THE OUTDOOR AIR DAMPER SHALL OPEN FULLY. DURING THE "UNOCCUPIED MODE" TIME SCHEDULE, IF THE SYSTEM IS REQUIRED TO OPERATE TO SATISFY THE UNOCCUPIED BUILDING TEMPERATURE, THE SYSTEM SHALL FUNCTION of INTERMITTENTLY IN THE 'WARM U P/COOLDOWN MODE . A. PROVIDE POSITIVE FAN STATUS VIA CURRENT SENSING RELAY AT MAGNETIC MOTOR STARTER. B. REFER TO "ALARMS" PARAGRAPH FOR H -O -A SWITCH WIRING/SOFTWARE CRITERIA. 3. OUTDOOR AIR CONTROL: WHEN THE SYSTEM IS IN THE "OCCUPIED MODE"; THE TWO -POSITION MINIMUM OUTDOOR AIR DAMPER SHALL OPEN FULLY. 1 2 OUTSIDE AIR INTAKE SCHEMATIC, M9.9 NOT TO SCALE 4. COOLING COIL CONTROL: WHEN FAN STATUS IS PROVEN, COOLING COIL TEMPERATURE CONTROL ALGORITHMS ARE ACTIVATED. THE CHILLED WATER COIL THREE-WAY CONTROL VALVE SHALL MODULATE TO MAINTAIN THE 75 DEGREES F SPACE COOLING SETPOINT WITH A DESIGN FCU SUPPLY TEMPERATURE OF 55 DEGREES F. A. THE DDC, THROUGH THE RETURN AIR HUMIDITY SENSOR SHALL LOWER THE SUPPLY AIR TEMPERATURE SETPOINT TO MAINTAIN A MAXIMUM OF 50% RELATIVE HUMIDITY IN RETURN AIR, REGARDLESS OF SUPPLY AIR TEMPERATURE COOLING COIL ALGORITHM COMMAND. 5. SUPPLY AIR HEATING COIL CONTROL: WHEN COOLING COIL THREE-WAY CONTROL VALVE IS COMMANDED TO FULL BYPASS, SUBJECT TO THE AIRFLOW SWITCH, THE ELECTRIC RESISTANCE HEATING COIL CONTACTOR AND COIL SHALL BE ENABLED/DISABLED TO MAINTAIN THE SPACE HEATING SETPOINT OF 72 DEGREES F. 6. FCU SHUTDOWN CONTROL: WHEN THE H -O -A SWITCH IN111ATES A STOP SIGNAL THROUGH THE "OFF" POSITION, OR THE DDC INITIATES A STOP SIGNAL WITH THE H -O -A IN THE "AUTO" POSITION, THE SUPPLY FAN SHALL BE DEACTIVATED, AND ALL TEMPERATURE CONTROL ALGORITHMS DISABLED. THROUGH AN ADJUSTABLE SOFTWARE TIME DELAY, SET FOR 20 SECONDS (ADJUSTABLE, 0 TO 60 SECONDS), THE OUTDOOR AIR DAMPER SHALL CLOSE AND THE RETURN AIR DAMPER SHALL OPEN. THIS SAME SEQUENCE FOR FAN SHUTDOWN CONTROL SHALL ALSO OCCUR ON A SIGNAL FROM THE FIRE ALARM SYSTEM. 7. LOW TEMPERATURE CONTROL: PROVIDE A FCU LOW OUTDOOR AIR TEMPERATURE ALGORITHM WITH THREE FIELD ADJUSTABLE SETTINGS; TEMPERATURE AT SUPPLY AIR TEMPERATURE SENSOR AS FOLLOWS: A. SETTING #1: 40 DEGREES F; LEVEL ONE DIAGNOSTIC ALARM PRINTS TO DDC. B. SETTING #2: 38 DEGREES F CHANGES AHU TO "WARMUP/COOLDOWN" MODE. LEVEL TWO DIAGNOSTIC ALARM PRINTS TO DDC. AUTOMATIC RESET AFTER 120 SECONDS ABOVE 40 DEGREES F (0-30 SECONDS ADJUSTABLE). C. SETTING #3: 35 DEGREES F A LEVEL THREE DIAGNOSTIC ALARM PRINTS TO DDC AND INDICATES AHU SHUTDOWN DUE TO A LOW AMBIENT CONDITION. 8. ALARMS: PRINT DIAGNOSTIC ALARM TO DDC IF SEQUENCE OF OPERATION CANNOTBE ACCOMPLISHED DURING NORMAL SCHEDULED HOURS OF OPERATION. OPERATORS SHALL BE ABLE TO VIEW ALL POINTS OF CONTROL PRIOR TO FAILURE. PROVIDE OTHER DIAGNOSTIC AND MAINTENANCE ALARMS AS NOTED IN SEQUENCES. A. ON A START SIGNAL TO ANY AIR -MOVING DEVICE, ALL ALARMS MUST BE CLEAR PRIOR TO UNIT START-UP. ALL ALARMS MUST BE AVAILABLE FOR DISPLAY IN THE DDC SYSTEM. B. IF THE DDC SYSTEM IS COMMANDING THE SUPPLY FAN OFF DUE TO AN OUT OF TOLERANCE OPERATION POINT, THE DDC SHALL INDICATE THE ALARM THROUGH THE EQUIPMENT STATUS POINT. C. WITH THE H -O -A SWITCH IN THE "AUTO" POSITION, THE DDC SHALL COMMAND THE RELATED EQUIPMENT, SUBJECT TO ALARMS STATUS OF ANY OUT OF TOLERANCE PARAMETER. D. WITH THE H -O -A SWITCH IN THE "HAND" POSITION, THE EQUIPMENT SHALL OPERATE REGARDLESS OF THE DDC SYSTEM COMMAND; IF THE DDC SYSTEM IS COMMANDING THE SYSTEM "OFF", THE DDC SHALL INDICATE AN ALARM THROUGH THE AHU/EF STATUS POINT. ALARMS SHALL CLEAR MEN THE RESPECTIVE H -O -A SWITCH IS MOVED FROM THE "HAND TO THE "OFF" OR "AUTO" POSITION. E. WITH THE H -O -A SWITCH IN THE "OFF" POSITION, THE EQUIPMENT SHALL BE DEACTIVATED REGARDLESS OF THE DDC SYSTEM COMMAND; IF THE DDC SYSTEM IS COMMANDING THE SYSTEM "ON", THE DDC SHALL INDICATE AN ALARM THROUGH THE AHU/EF STATUS POINT. ALARMS SHALL CLEAR MEN THE RESPECTIVE H -O -A SWITCH IS MOVED FROM THE "OFF" TO THE "AUTO" POSITION. 3 4 CONTROL DIAGRi m FCU/A F. THE DDC SHALL MONITOR AND DISPLAY FOR FCU: 1. SUPPLY AIR FAN STATUS (ON/OFF). 2. AHU SUPPLY AIR TEMPERATURE. 3. OUTSIDE AIR TEMPERATURE (FROM GLOBAL SENSOR). 4. OUTSIDE AIR RELATIVE HUMIDITY (FROM GLOBAL SENSOR). 5. RETURN AIR TEMPERATURE. 6. RETURN AIR RELATIVE HUMIDITY. 7. COOLING COIL LEAVING TEMPERATURE. 8. CHILLED WATER COIL VALVE, PERCENT OPEN. 9. ELECTRIC HEATING COIL ENABLED/DISABLED. 10. DATE AND TIME. 11. PROCESS ALARMS. G. DDC SHALL ALARM THE FOLLOWING FOR FCU: 1. SUPPLY AIR FAN FAILURE. 2. AHU SUPPLY AIR TEMPERATURE, HIGH TEMPERATURE. 3. RETURN AIR TEMPERATURE, HIGH TEMPERATURE 4. RETURN AIR RELATIVE HUMIDITY, HIGH HUMIDITY 5. OUTDOOR AIR TEMPERATURE, LOW TEMPERATURE. 9. TRENDING: DURING SYSTEM OPERATION, PROVIDE THE FOLLOWING TREND LOGS PREPROGRAMMED: TREND INTERVAL SAVE TO FILE OUTSIDE AIR TEMP. 15 MINUTES YES OUTSIDE AIR RELATIVE HUMIDITY 15 MINUTES YES FCU SUPPLY AIR TEMP. 15 MINUTES YES RETURN AIR TEMP. 15 MINUTES YES RETURN AIR % RH 15 MINUTES YES COOLING COIL TEMP 15 MINUTES YES CHW COIL VALVE POSITION 15 MINUTES YES A. RUN-11ME MAINTENANCE: MAINTAIN FOR EACH FAN A RECORD OF THE RUN TIME AND NUMBER OF STARTS. 10. UNOCCUPIED SETBACK OPERATION (DURING UNOCCUPIED MODE): DURING THE SYSTEM "UNOCCUPIED MODE AS SPACE TEMPERATURE AND OR HUMIDITY LEVEL SET POINTS ARE EXCEEDED THE SYSTEM SHALL ENTER AN UNOCCUPIED SETBACK OPERATION MODE. THE FCU SHALL BE ACTIVATED AS DESCRIBED IN THE "FCU START CONTROL" SEQUENCE, TEMPERATURE CONTROL ALGORITHMS SHALL BE ENABLED, AND SYSTEM SHALL OPERATE AS DESCRIBED IN THE 31 It WARMUP/COOLDOWN MODE . PROVIDE SOFTWARE TIME DELAY RELAYS FOR MINIMUM ON/OFF TIMES (DDC OPERATOR ADJUSTABLE; SET FOR 15 MINUTES ON, AND 15 MINUTES OFF) FOR AHU SETBACK OPERATION. 5 DIRECT EXPANSION COIL RETURN AIR HEAT PUMP CONDENSING UNIT LREFRIGERANT NUMBER OF CN PIPING CONDUCTORS RECOMMENDED BY EQUIPMENT MANUFACTURER 1 TYPICAL DUCTLEI M9.9 NOT TO SCALE SUPPLY AC AIR ro T_ SUPPLY AIR SUPPLY AIR UNIT MOUNTED TEMPERATURE SENSOR AND CONTROLLER T -SYSTEM SPLIT SYSTEM SEQUENCE OF OPERATION A. SPLIT SYSTEM AC/1 & CU/1: 1. DESCRIPTION: SYSTEM CONSISTS OF AN INTERIOR UNITARY PACKAGED FAN COIL UNIT (FCU) WITH INLET FILTER, DIRECT EXPANSION COIL, SUPPLY FAN, OPERATING CONTACTORS AND ASSOCIATED CONTROLS. UNIT OPERATES IN CONJUNCTION WITH AN EXTERIOR AIR COOLED HEAT PUMP CONDENSING UNIT (CU). A PROGRAMMABLE MICROPROCESSOR BASED CONTROLLER IS INTEGRAL TO THE FCU. THE CONTROLLER IS EQUIPPED WITH A REMOTE HAND HELD CONTROLLER SETPOINT ADJUSTMENT UNIT. THE CONTROLLER HAS HEATING AND COOLING SETPOINT ADJUSTMENTS, AND SEVEN DAY MULTIPLE -EVENT PROGRAMMING CAPABILITY. 2. SYSTEM CONTROL: PROGRAM THE CONTROLLER WITH A COOLING SETPOINT OF 80 DEGREES F, HEATING SETPOINT OF 60 DEGREES F, AND AN EVENT SCHEDULE AS DIRECTED BY CONTRACTING OFFICER. A. THE HEAT PUMP CONDENSING UNIT SHALL CYCLE TO MAINTAIN ROOM TEMPERATURE. UPON A RISE IN SPACE TEMPERATURE ABOVE THE COOLING SETPOINT, THE CU SHALL OPERATE IN THE COOLING MODE AND THE FCU SHALL BE ENABLED. AS THE SPACE TEMPERATURE DROPS TO THE COOLING SETPOINT, THE ENTIRE SYSTEM SHALL BE DEACTIVATED. AFTER A DEAD BAND, AS SPACE TEMPERATURE DROPS TO BELOW THE HEATING SETPOINT, THE CU SHALL OPERATE IN THE HEATING MODE AND THE FCU SHALL BE ENABLED. AS SPACE TEMPERATURE RISES TO ABOVE THE HEATING SETPOINT, THE ENTIRE SYSTEM SHALL BE DEACTIVATED. B. PROVIDE SIMILAR CONTROL FOR AC/2 & CU/2 AND AC/3 & CU/3. 0 m ALL SOULS B CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA A00 an and Conrad, Onc. Structural Engineers AR M110er Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture sheet title/contents CONTROL DIAGRAMS U �jl 0 A 2 1 I I 4 Il E l i v 7 1 7 JY I Yr%"T ��' %•, I. V' i I tiu n1 4( Y $ { S d7'4 t> �nH .vac>14 r � qtr k u Y f>z Y x v' m�d 3 �"It fi r �I pI �3� AIRHANDLING UNIT SCHEDULE GENERAL f u ? HEATING COIL PROVIDE MARK AREA SERVED 1 I I 4 Il E l i v 7 1 7 JY I Yr%"T ��' %•, I. V' i I tiu n1 4( Y $ { S d7'4 t> �nH .vac>14 r � qtr k u Y f>z Y x v' m�d 3 �"It fi r �I pI �3� AIRHANDLING UNIT SCHEDULE GENERAL FAN SECTION COOLING COIL HEATING COIL PROVIDE MARK AREA SERVED LOCATION TYPE SUPPLY AIR CFM OUTSIDE AIR CFM RETURN AIR CFM STATIC PRESSURE WHEEL TYPE WHEEL SIZE (IN) MAX SPEED RPM MOTOR CAPACITY MBTU/HR AIR TEMP F MIN ROWS MAX FACE VEL. FPM MAX AIR P.D. INCHES OF WATER WATER TEMP 'F WATER QUANTITY GPM MAXIMUM WATER PRESS DROP FT. WATER. CAPACITY (kW) AIR TEMP F MIN ROWS MAX FACE VEL FPM MAX AIR PD INCHES F WATER WATER TEMP 'F WATER QUANTITY GPM MAX Wlft PD FEET OF WATER ELECTRICAL BASIS OF DESIGN ANUFACTURER REMARKS TOTAL EXTERNAL HP VOLTS PHASE TOTAL SENSIBLE ENTER �, LEAVING. ENT LV ENT LV ENT LV VOLTS PHASE DB WB DB yyg 1550 - 1/15 120 1 GREENHECK G 095-B - 30 TO 240 79 0 TO 115 0 TO 160 68 0 TO 1100 30" TO 150 -100 TO 1000 85 86 84 81 77 72 65 79 81 77 68 68 66 62 57 RR -C 24X24 PERFORATED SURFACE ALUMINUM OFF-WHITE 35 AHU/1.1 SANCTUARY G38 MECH FACTORY CUSTOM 10630 - 7610 3.0 2.0 AF PLUG 33 1135 15 480 3 224.1 192.5 75.0 62.3 52.0 52.0 6 435 0.65 45 57 37 15.0 - - - - - - - - - - - - TEMTROL RA COILS AHU/1.1 SANCTUARY G38 MECH FACTORY CUSTOM _ 3020 - - - - - - - - - 285.8 139.5 94.0 76A 52.0 52.0 8 415 0.98 45 57 48 15.0 NOTE 3 - - - - - - - - - - - TEMTROL OA COILS AHU/1.2 SANCTUARY G09 MECH FACTORY CUSTOM 13360 - 8730 3.25 2.2 PLUGAF 33 1165 20 480 3 285.0 232.6 75.0 62.3 51.5 51.5 6 460 0.74 45 57 48 15.0 - - - - - - - - - - - - TEMTROL RA COILS AHU/1.2 SANCTUARY G09 MECH FACTORY CUSTOM _ 4360 - - - - - - - - - 418.7 203.8 94.0 76.0 51.5 51.5 8 400 1.03 45 57 70 15.0 NOTE 3 - - - - - - - - - - - TEMTROL OA COILS AHU/1.3 SANCTUARY 642 MECH CUSTOM 13160 - 9155 3.5 z•3 AF PLUG 33 1160 20 480 3 279.7 228.3 75.0 62.3' 51.5 51.5 6 455 0.72 45 57 47 15.0 - - - - - - - - - - - - TEMTROL RA COILS AHU/1.3 SANCTUARY G42 MECH FACTORY CUSTOM _ 4325 - - - - - - - - - 415.3 202.2 94.0 76A 51.5 51.5 8 375 0.95 45 57 69 15.0 NOTE 3 - - - - - - - - - - - TEMTROL OA COILS NOTES: 1. EXTERNAL STATIC PRESSURE INCLUDES LOSSES FROM DIFFUSERS, DUCTWORK, DAMPERS, FILTERS, AIR BLENDERS, AHU CASING AND AIR TERMINAL VALVES ONLY. 2. PROVIDE AHU'S WITH DIRECT DRIVE FANS. ROUND/OVAL RECTANGULAR/SQUARE SUPPLY DUCT 3. ELECTRIC HEATING COILS FACTORY INSTALLED IN AHU'S. REFER TO DUCT HEATER SCHEDULE FOR CAPACITY. 4. BALANCE AHU/1.1 TO PROVIDE 5830 CFM TOTAL/1660 CFM OA CURRENT AIR QUANTITIES. 5. BALANCE AHU/1.2 TO PROVIDE 5830 CFM TOTAL/3755 CFM OA CURRENT AIR QUANTITIES. 6. BALANCE AHU/1.3 TO PROVIDE 5830 CFM TOTAL/3255 CFM OA CURRENT AIR QUANTITIES. DUCT CONSTRUCTION AND LEAK TEST SCHEDULE MARK DUCT PRESSURE CLASS INCHES (W.C.) DUCTWORK DUCT TEST MATERIAL NOTES ROUND/OVAL RECTANGULAR/SQUARE SUPPLY DUCT RETURN DUCT EXHAUST DUCT OUTSIDE AIR DUCT DUCT SEAL CLASS DUCT LEAK CLASS DUCT SEAL CLASS DUCT LEAK CLASS AHU/1.1, 1.2, 1.3 +2.0 -2.0 - -2.0 A 3 A 6 YES GALVANIZSTEELED 1' 2' 3 EF/1.1.1, 1.2.1, 1.2.2. 1.3.1 - - -2.0 - A 6 A 12 NO GALVANIZED STEEL 1, 2 FCU/A +2.0 -2A - -2.0 B 6 B 12 NO GALVANIZED 1 2 ROOF PRV DIRECT 440 0.5 9.50 1550 - 1/15 120 1 GREENHECK NOTES: 1. REFER TO SPECIFICATIONS FOR DUCTWORK CONSTRUCTION AND TESTING PROCEDURES. 2. INCLUDES DUCTWORK- FROM FURTHEST DIFFUSER/REGISTER TO CONNECTION AT AHU, FCU OR EF. 3. TEST SUPPLY AND RETURN DUCTWORK AT CLASSIFICATION PRESSURE. EXHAUST FAN SCHEDULE I MARK AREA SERVED LOCATION FAN DATA AIR QUANTITY CFM TOTAL STATIC PRESSURE IN. WTR. WHEEL SIZE IN. MAX SPEED RPM MAX SONE VALUE MOTOR BASIS OF DESIGN MANUFACTURER MODEL NO. REMARKS TYPE DRIVE HP VOLTS PHASE EF/1.1.1 GENERAL EXH. ROOF PRV DIRECT 300 0.5 8.50 1550 - 1/20 120 1 GREENHECK G 085-D - EF/1.2.1 GENERAL EXH. ROOF PRV BELT 710 0.5 130 1140 - 1/4 120 1 GREENHECK G 131-B - EF/1.3.1 GENERAL EXH ROOF PRV DIRECT 440 0.5 9.50 1550 - 1/15 120 1 GREENHECK G 095-B - 30 TO 240 79 0 TO 115 0 TO 160 68 0 TO 1100 30" TO 150 -100 TO 1000 85 86 84 81 NOTE: PRV = POWER ROOF VENTILATOR SOUND ATTENUATOR SCHEDULE THERMOMETER/PRESSURE GAGE DIMENSIONSSTATIC AIR QUANTITY CFM PRESSURE INCHES OF WATER ATTENUATION OCTAVE BANDS RELATED AIR HANDLING SYSTEM. MANUFACTURER MODEL NUMBER MARK LOCATION DIAMETER HEIGHT DIAMETER LENGTH 63 125 250 .500 1K 2K 4K 8K (kPa TO kPa ) CHWS 30 TO 130 ALUMINUM 0 TO 55 0 TO 60 8X8/(0-220) 10X10/(225-345 12X12/(350-500; 16X16/(505-710) 18X18/715 +) 0 TO 1100 30" TO 150 -100 TO 1000 CHWR 30 TO 130 88 ST/1.3.1 RDURN - 30 48 36 9155 0.10 5 6 10 15 25 19 13 8 AHU/1.3.1 IAC L 150 -100 TO 1000 HWR 30 TO 240 79 0 TO 115 0 TO 160 68 0 TO 1100 30" TO 150 -100 TO 1000 85 86 AIR HANDLING UNIT SOUND DATA THERMOMETER/PRESSURE GAGE SCHEDULE SOUND HANDLING SYSTEM 63 125 250 THERMOMETER RANGE SIMPLEX PRESSURE GAGE RANGE COMPOUND PRESSURE GAGE RANGE SERVICE (F) 500 ('C) (PSIG) 4K (kPa) (Hg TO PSIG) (kPa TO kPa ) CHWS 30 TO 130 ALUMINUM 0 TO 55 0 TO 60 8X8/(0-220) 10X10/(225-345 12X12/(350-500; 16X16/(505-710) 18X18/715 +) 0 TO 1100 30" TO 150 -100 TO 1000 CHWR 30 TO 130 88 0 TO 55 0 TO 160 84 0 TO 1100 30" TO 150 -100 TO 1000 HWS 30 ?0 240 59 0 TO 115 0 TO 160 - 0 TO 1100 30" TO 150 -100 TO 1000 HWR 30 TO 240 79 0 TO 115 0 TO 160 68 0 TO 1100 30" TO 150 -100 TO 1000 AIR HANDLING UNIT SOUND DATA RELATED AIR MAXIMUM SUPPLY OCTAVE BANDS MAXIMUM RETURN OCTAVE BANDS SOUND HANDLING SYSTEM 63 125 250 500 1K 2K 4K 8K 63 125 250 500 1K 2K 4K 8K WEIGHTED db 0.9 425 CD -A 24X24 LOUVERED LAY -IN ALUMINUM OFF-WHITE 35 8X8/(0-220) 10X10/(225-345 12X12/(350-500; 16X16/(505-710) 18X18/715 +) SUPPLY TINS IDC - CD -B 12X12 LOUVERED SURFACE AHU/1.1 88 86 88 84 82 80 74 1 65 81 81 77 66 65 59 51 73 - AHU/1.2 88 85 86 84 81 77 72 65 79 81 77 68 68 66 62 57 - AHU/1.3 88 85 86 84 81 77 72 65 79 81 77 68 68 66 62 57 RR -C 24X24 PERFORATED SURFACE ALUMINUM OFF-WHITE 35 RETURN TINS PAR - OUTSIDE AIR - ANGLE BANK F/1.4 .FCU/A PLEATED 1600 0.25 NOTE: BASIS OF DESIGN AHU SOUND DATA. DO NOT EXCEED THESE VALUES. I K AIR TERMINAL DEVICE SCHEDULE MARK NOM. FACE DIMENSIONS FACE TYPE MOUNTING MATERIAL FINISH MAX. NC NECK SIZE/ CFM RANGE SERVICE MANUFACTURER MODEL NO. REMARKS REMARKS INITIAL FINAL WIDTH HEIGHT F/1.1.1 AHU/1.1 PLEATED 7610 0.25 0.9 425 CD -A 24X24 LOUVERED LAY -IN ALUMINUM OFF-WHITE 35 8X8/(0-220) 10X10/(225-345 12X12/(350-500; 16X16/(505-710) 18X18/715 +) SUPPLY TINS IDC - CD -B 12X12 LOUVERED SURFACE ALUMINUM OFF-WHITE 35 SUPPLY TITUS TDC - CD -C 24X24 LOUVERED SURFACE ALUMINUM OFF-WHITE 35 SUPPLY TITUS TDC - 8 - 20 X 24 X 4 RETURN AIR - ANGLE BANK F/1.2.2 AHU/1.2 PLEATED 4360 0.25 0.9 330 96 RR -A 24X24 PERFORATED LAY -IN ALUMINUM OFF-WHITE. 35 8X8/(0-245) 10X10/ 250-330 12X12/(335-530) 16X16/(535-850) 18X18/(655-1590) RETURN TITUS PAR - RR -B AS NOTED PERFORATED SURFACE ALUMINUM OFF-WHITE 35 RETURN TITUS 350 F/1.3.2 RR -C 24X24 PERFORATED SURFACE ALUMINUM OFF-WHITE 35 RETURN TINS PAR - OUTSIDE AIR - ANGLE BANK F/1.4 .FCU/A PLEATED 1600 0.25 0.9 290 44 18 ER -A 24X24 PERFORATED LAY -IN ALUMINUM OFF-WHITE 35 8X8/(0-245) 10X10/(250-330) 12X12/(335-530) 16X16/(535-850) 8X18/(855-1590) EXHAUST TITUS PAR - ER -B 12X12 PERFORATED SURFACE ALUMINUM OFF-WHITE 35 EXHAUST TITUS PAR ER -C 24X24 PERFORATED SURFACE ALUMINUM OFF-WHITE 35 EXHAUST TITUS PAR - SSR -A AS NOTED FIXED BLADE SIDEWALL FLANGED ALUMINUM OFF-WHITE 35 AS NOTED SUPPLY TITUS 1700 - SRR -A AS NOTED FIXED BLADE SIDEWALL FLANGED ALUMINUM OFF-WHITE 35 AS NOTED RETURN TITUS 1700 - NOTES: 1. PROVIDE SQUARE TO ROUND ADAPTERS AT CONNECTION OF SQUARE NECK TYPE DEVICES. 2. ALL INTERIOR SURFACES TO BE PAINTED FLAT BLACK. AIR FILTRATION SCHEDULE MARK LOCATION TYPE AIR QUANTITY (CFM) STATIC PRESSURE FACE VELOCITY (FPM) OVERALL DIMENSIONS (IN) GROSS FILTER MEDIA AREA (SQ FT) FILTER EFFENCIENCY % NUMBER AND SIZE RELATED AIR HANDLING LOCATION POSITION REMARKS INITIAL FINAL WIDTH HEIGHT F/1.1.1 AHU/1.1 PLEATED 7610 0.25 0.9 425 72 36 - 30 3 - 12 X 24 X 4 3-24X24X4 RETURN AIR - - F/1.1.2 AHU/1.1 PLEATED 3020 0.25 0.9 505 72 12 - 30 3 - 12 X 24 X 4 OUTSIDE AIR. - - F/1.2.1 AHU/1.2 PLEATED 9000 0.25 0.9 340 96 40 - 30 8 - 20 X 24 X 4 RETURN AIR - ANGLE BANK F/1.2.2 AHU/1.2 PLEATED 4360 0.25 0.9 330 96 20 - 30 4 - 20 X 24 X 4 OUTSIDE AIR - ANGLE BANK F/1.3.1 AHU/1.3 PLEATED 8825 0.25 0.9 330 96 40 - 30 8 - 20 X 24 X 4 RETURN AIR - ANGLE BANK F/1.3.2 AHU/1.3 PLEATED 4325 0.25 0.9 325 96 20 - 30 4 - 20 X 24 X 4 OUTSIDE AIR - ANGLE BANK F/1.4 .FCU/A PLEATED 1600 0.25 0.9 290 44 18 - 30 2 - 21 1/2 X 18 1/4 RETURN AIR - - NOTE: FILTER HOUSINGS ARE INTEGRAL TO AHU'S AND FCU'S.. R) Etl N i ALL SOULS CATHOLIC COMMUNITY i CHURCH- BUILDING h SANFORD FLORIDA i i AIUan and Conrad, Irvc Structural Engineers " AR Miller Engineering, Inc. Civil Engineering AAAI Landscape Architects Inc. Landscape Architecture I, seal/signature IP 1, STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 D Job 'number 2037.04 4 drawn by AEW checked by M E Y �9 revisions S° 1� 41 I f I ROCRSLOVELOCK& FRITZ, INC. � t� ,M Architecture A Engineering In erlor Dee gay � 146 Lincoln Avenue z�l P.O. Box 730 Winter Park, Florida 32790-0730 (407) 647-1039 ;Ir?I Telefax (407) 629-9409 I n License Number AA COOOG64 �. License Number ES 0000829 .' project title & owner's name CATHOLIC DIOCESE OF ORLANDO " i ALL SOULS CATHOLIC COMMUNITY i CHURCH- BUILDING h SANFORD FLORIDA i i AIUan and Conrad, Irvc Structural Engineers " AR Miller Engineering, Inc. Civil Engineering AAAI Landscape Architects Inc. Landscape Architecture I, seal/signature IP 1, STEVEN M. HINGTGEN, PE 0040024 date 16 JANUARY 2006 D Job 'number 2037.04 4 drawn by AEW checked by M E Y �9 revisions S° 1� 41 I f - - ` I I I , pp I ��.0 I , 0 ffl D I# E I AIR COOLED WATER CHILLER SCHEDULE MARK LOCATION SERVICE NOMINAL CAPACITY (TONS) COND. ENT. AIR TEMP. ('F) UNIT EER REFRIGERANT TYPE EVAPORATOR COMPRESSORS POWER CONTROL POWER REMARKS BASIS OF DESIGN MANUFACTURER MODEL NO. WATER QUANTITY (GPM) TEMP ('F) MAX. PRESS. DROP (FT H20) LOW AMBIENT TEMP. ('F) FOULING FACTOR NUMBER TYPE MINIMUM CAPACITY STEPS MINIMUM CAPACITY % MAXIMUM TOTAL KW MINIMUM CIRCUIT AMPS MAX OVERCURRENT PROTECTION AMPS VOLTS PHASE HERTZ VOLTS PHASE HERTZ MAXIMUM CIRCUIT AMPS ENTER LEAVE CH/1 EXTERIOR CHILLED WATER 165 95 9.54 R -410A 330 56 44 15.0 40 0.00010 7 SCROLL 7 15 209.4 802.4 1000 480 3 60 - - - - - CARRIER 30RB170 - 13360 2 63 70 30 480 3 INDEECO DH/1.3.1 SEE PLAN - - 4325 2 35 52 24 480 3 INDEECO DH/1.3.2 SEE PLAN - - 13160 2 63 70 30 480 3 INDEECO - - - - - - - - - - - INDEECO - - - - - - - - - - - INDEECO NOTES: 1. CONTROL PANEL SHALL INCLUDE TRANSFORMER FOR 115/1/60 CONTROL POWER. 2. FURNISH UNIT WITH A SINGLE POINT POWER CONNECTION. 3. POWER DATA INDICATED IS REPRESENTATIVE OF ONE MANUFACTURER. COORDINATE MINIMUM CIRCUIT AMPS AND MAX OVERCURRENT PROTECTION AMPS WITH ELECTRICAL INSTALLER TO ENSURE A COMPLETE AND OPERABLE SYSTEM. 4. FURNISH UNIT WITH 65,000 AMPS SHORT CIRCUIT WITHSTAND RATING. DUCT HEATER SCHEDULE MARK LOCATION DUCT SIZE (IN) CFM STAGES AIR TEMP (*F) HEATER kW VOLTS PHASE MANUFACTURER WIDTH HEIGHT ENT LVG DH/1.1.1 SEE PLAN - - 3020 2 35 53 18 480 3 INDEECO DH/1.1.2 SEE PLAN - - 5315 1 63 70 12 480 3 INDEECO DH/1.1.3 SEE PLAN - - 5315 1 63 70 12 480 3 INDEECO DH/1.2.1 SEE PLAN - - 4360 2 35 52 24 480 3 INDEECO DH/1.2.2 SEE PLAN - - 13360 2 63 70 30 480 3 INDEECO DH/1.3.1 SEE PLAN - - 4325 2 35 52 24 480 3 INDEECO DH/1.3.2 SEE PLAN - - 13160 2 63 70 30 480 3 INDEECO - - - - - - - - - - - INDEECO - - - - - - - - - - - INDEECO NOTES: 1. DUCT HEATING COILS ARE FINNED TUBULAR REFRACTORY ENCASED TYPE. 2. DH/1.1.1, DH/1.2.1 AND DH/1.3.1 ARE FACTORY INSTALLED IN RESPECTIVE AHU OA SECTION. 3. MAXIMUM PRESSURE DROP THROUGH DUCT HEATERS IS 0.10° H20. VARIABLE FREQUENCY DRIVE SCHEDULE VFD DESIGNATION EQUIPMENTyFD SERVED LOCATION OPERATING VOLTS &PHASE SHORT CIRCUIT WITHSTAND RATING MOTOR HORSE POWER RPM DESIGN FLA VFD/1.1 AHU/1.1 G38 MECH 480 V, 30 42,000 A 15 1135 21 VFD/1.2 AHU/1.2 G09 MECH 480 V, 30 42,000 A 20 1165 27 VFD/1.3 AHU/1.3 G42 MECH 480 V. 30 42,000 A 20 1160 27 VARIABLE FREQUENCY DRIVESCHEDULE NOTES: 1. THE VARIABLE FREQUENCY DRIVE AND BYPASS ASSEMBLY SHALL BE UL508 LISTED. SAFETY RELIEF VALVE SCHEDULE MARK SERVICE CAPACITY SYS, OP. PRESSURE (PSIG) RELIEF PRESSURE (PSIG) MIN. BODY SIZE. (IN) LOCATION NOTES STEAM (LBS/HR) WATER (MBH) RV/1 CHMgKE��pM - - 40 50 3/4 EXTERIOR - FLA VOLTS PHASE HERTZ AC/1 G12 COMM 455 15.7 13.7 HEAT PUMP FAN COIL UNIT SCHEDULE MARK LOCATION AIR QUANTITY (CFM) COOLING CAPACITY (MBH) HEATING CAPACITY (MBH) MOTOR MANUFACTURER MODEL NO. NOTES TOTAL SENSIBLE ENT. AIR (F) EER HEAT PUMP ELEC RESIST ENT AIR COP DB WB FLA VOLTS PHASE HERTZ AC/1 G12 COMM 455 15.7 13.7 78 62 11.5 14.3 - 70 2.8 0.53 208 1 60 CARRIER 40QNE018 - AC/2 G39 ELEC 1200 48.0 45.5 80 67 11.1 45.5 - 70 2.4 1.6 208 1 60 CARRIER 40QABO48 - SERIES 80 4 X 4 X 11 480 3 - - - 1.5 480/3 CARRIER 42BHC 16 NOTE: UNIT PERFORMANCE IS A COMBINED RATING OF AC/1 WITH CU/1, TYPICAL. PUMP SCHEDULE MARK LOCATION MEDIA SERVICE WATER QUANTITY (GPM) HEAD PRESSURE (FT H2O) MINIMUM EFFICIENCY MAXIMUM SPEED (RPM) MOTOR TYPE MANUFACTURER MODEL NO. OPERATING SHUTOFF HP VOLTS PHASE 6 AMTROL 462 _ GREENHECK FABRA HOOD POWER (FLA) CU/1 EXTERIOR 15.7 95 14.3 37 208 1 1 P/1 EXTERIOR CHILLED WATER CHILLED WATER 330 90 100 70 1800 15 208 3 VERTICAL INLINE BELL & GOSETT SERIES 80 4 X 4 X 11 P/2 EXTERIOR CHILLED WATER CHILLED WATER 330 90 100 70 1800 15 24$ 3 VERTICAL INLINE BELL & GOSETT SERIES 80 4 X 4 X 11 480 3 - - - 1.5 480/3 CARRIER 42BHC 16 NOTES: 1. PUMP CURVE SHALL STEADILY RISE FROM OPERATING POINT SHUTOFF. 2. PROVIDE TEFC PUMP MOTORS. AIR SEPARATOR SCHEDULE MARK RELATED SYSTEM LOCATION CAPACITY (GPM) PRESSURE DROP (FT H2O) DIAMETER (IN) HEIGHT (IN) INLET SIZE (IN) MANUFACTURER MODEL N0. AS/1 CHILLED WATER EXTERIOR 330 1.0 - - 6 AMTROL 462 _ GREENHECK FABRA HOOD POWER (FLA) CU/1 EXTERIOR 15.7 95 14.3 37 208 1 1 1 9.8 1 OJ R-22 AC/1 CARRIER 3881C018 EXPANSION TANK SCHEDULE MARK LOCATION SERVICE TYPE TANK VOLUME (GAL) ACCEPTANCE VOLUME (GAL) TANK DIAMETER (IN) TANK HEIGHT (IN) SYSTEM PRESSURE (PSIG) PRECHARGE PRESSURE (PSIG) MANUFACTURER ET/1 EXTERIOR CHILLED WATER PRESSURIZED BLADDER 53 53 24 38 40 _ GREENHECK FABRA HOOD POWER (FLA) CU/1 EXTERIOR 15.7 95 14.3 37 208 1 1 1 9.8 1 OJ R-22 AC/1 CARRIER 3881C018 - W/2 EXTERIOR 48.0 AIR COOLED HEAT PUMP CONDENSING UNIT SCHEDULE MARK LOCATION COOLING HEATING ELECTRICAL COMPRESSORS CONDENSER FAN REFRIGERANT RELATED EQUIP. MANUFACTURER MODEL N0. NOTES TOT CAP (MBH) AMB (F) TOT CAP (MBH) AMB (F) VOLTS PHASE NO CAPACITY STAGES POWER (RLA) NO POWER (FLA) CU/1 EXTERIOR 15.7 95 14.3 37 208 1 1 1 9.8 1 OJ R-22 AC/1 CARRIER 3881C018 - W/2 EXTERIOR 48.0 45.5 45.5 37 208 3 1 1 15.3 1 1.45 R-22 AC/2 CARRIER 38QR048 - 10A 6 5 480 3 - - - 1.5 480/3 CARRIER 42BHC 16 NOTE: 1. UNIT PERFORMANCE IS A COMBINED RATING OF AC/1 WITH CU/1, TYPICAL. FAN COIL UNIT SCHEDULE MARK AREA SERVED AIR QUANTITY (CFM) OA AIR QUANTITY (CFM) E.S.P. IN. H2O COOLING COIL HEATING COIL FAN MANUFACTURER MODEL N0. TOTAL MBTUH SENS: MB'NH F TEMP WATER () GPM P.D. FT. H2O ROWS kW ELECTRICAL. GPM P.D. FT. H2O, ROWS HP V/PH ENT LVG VOLTS PHASE MANUFACTURER GRV/1.1.1 ROOF SANCTUARY RELIEF 30 X 60 7930 0.06 GREENHECK FABRA HOOD FCU/A MULTIPURPOSE AND SACRISTY 1600 380 1.5 55:0 41.0 45.0 60.7 7.2 10A 6 5 480 3 - - - 1.5 480/3 CARRIER 42BHC 16 NOTES: 1. EXTERNAL STATIC PRESSURE INCLUDES LOSSES' FROM DIFFUSERS, REGISTERS, DUCTWORK, FILTERS, 'DAMPERS AND ELECTRIC HEATING COIL ONLY. 2. PROVIDE UNIT WITH A SINGLE POINT POWER CONNECTION TO ELECTRIC HEATING COIL INSTALLER SHALL SUBFEED MOTOR LOAD FROM HEATING COIL AT SITE. 3. COOLING CAPACITY BASED ON 80' F ENT DB, 67' F WB. 0 3 14 PRESSURE REDUCING VALVE SCHEDULE MARK SERVICE LOCATION PRESS (PSI) QUANTITY (GPM) MINIMUM BODY SIZE (IN) REMARKS IN OUT PRV/1 CHILLED WATER MAKE-UP EXTERIOR 80 40 - 3/4 - THROAT SIZE QUANTITY DROP MARK LOCATION SERVICE (IN) (CFM) (Pa) MANUFACTURER GRV/1.1.1 ROOF SANCTUARY RELIEF 30 X 60 7930 GRAVITY ROOF VENTILATOR SCHEDULE MAX AIR PRESSURE THROAT SIZE QUANTITY DROP MARK LOCATION SERVICE (IN) (CFM) (Pa) MANUFACTURER GRV/1.1.1 ROOF SANCTUARY RELIEF 30 X 60 7930 0.06 GREENHECK FABRA HOOD 0 n� �y dart a �r U1 C!) 0 F9 I� f � _I k y I I; I III � ,. 2 5 } k I 1 F ! w t p z . w I 'I 7�� _ "jc'9 � N� � �''?�4'�' iIN 5' POWER DISTRIBUTION 1 r1 CONDUIT AND CONDUCTORS Telefax (407) 829-9409 LIGHTING FIXTURES NOTES. PANELBOARD, FLUSH MOUNTED AT 1.8m (72") AFF TO TOP. -- +- BRANCH CIRCUIT WIRING IN CONDUIT. NO TICK MARKS INDICATE 0 2' X 4' FLUORESCENT. SHEET NOTES: License Number AA C000584 t� t S 2 #12 AWG CONDUCTORS AND 1 #12 GND IN 16mm (1/2") CONDUIT License Number EB 0000829 III �4. { PANELBOARD, SURFACE MOUNTED AT 1.8m (72") AFF TO TOP. a� UNLESS OTHERWISE NOTED. WHEN SHOWN, TICK MARKS INDICATE THE project title a owner's name 2' X 4' FLUORESCENT. BATTERY BALLAST ( ) 1. SEE REFLECTED CEILING PLAN A9.0 FOR EXACT LOCATION NOF LIGHTING FIXTURES NUMBER OF #12 AWG CONDUCTORS IN 16mm (1/2") CONDUIT. SHORT CATHOLIC DIOCESE Structural Engineers AND CEILING MOUNTED DEVICES. DISTRIBUTION PANELBOARD, SURFACE MOUNTED AT 1.8m (72") { R TICK MARKS INDICATE PHASE CONDUCTORS, LONG TICK MARKS INDICATE 0 FLUORESCENT STRIP OR INDUSTRIAL FIXTURE. ^ ` AFF TO TOP. NEUTRAL CONDUCTORS. GROUND CONDUCTOR NOT SHOWN, PROVIDE ' 2. INSTALL ALL EQUIPMENT AND DEVICES AT THE HEIGHT INDICATED ON THIS SHEET LP 1 PANEL CODE: #12 AWG GROUND IN EACH CONDUIT UNLESS OTHERWISE NOTED. BKWI FLUORESCENT STRIP OR INDUSTRIAL FIXTURE. (BATTERY BALLAST) UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS FOR _ 1,2,3 SEQUENCE OF PANELS LP1- iµh, t llu jv it SPECIAL MOUNTING HEIGHTS AND LOCATIONS OF ELECTRICAL DEVICES. MOUNTING K L M 1A5 5 ' ' HOMERUN TO PANELBOARD PANELBOARD AND CIRCUIT DESIGNATIONS O RECESSED DOWNLIGHT OR HANGING CHANDELIER. HEIGHTS AND LOCATIONS INDICATED ON ARCHITECTURAL ELEVATIONS TAKE revisions AS INDICATED. PRECEDENCE OVER MOUNTING HEIGHTS AND LOCATIONS INDICATED ON THE LP - LOW VOLTAGE PANEL (208Y/120V) L4O I� d1 Il RECESSED DOWNLIGHT. (BATTERY BALLAST) ELECTRICAL PLANS. HP - HIGH VOLTAGE PANEL (480Y/277V) CONDUIT TERMINATION, (C) CAPPED, BUSHED, (G) GROUND BUSHING. M tAyk. i1, 14012 NL O CONTINUOUSLY ILLUMINATED RECESSED DOWNLIGHT. (BATTERY BALLAST) 3. LIGHTING FIXTURES INDICATED AS FOLLOWS: UPPER CASE LETTER WITH NUMERAL DO NOT CONNECT TO SWITCH LEG. DENOTES FIXTURE TYPE (SEE LIGHTING FIXTURE SCHEDULE), LOWER CASE LETTER ost FEEDER SIZE, SEE FEEDER SCHEDULE ONIIISHEET E11.1. (IF SHOWN) DENOTES SWITCHING ARRANGEMENT AND NUMERAL BY ITSELF (IF ❑-' DISCONNECT SWITCH, SEE DISCONNECT SWITCH SCHEDULE ON 12012 O) RECESSED DIRECTIONAL LIGHT FIXTURE. ARROW INDICATES DIRECTION SHOWN) DENOTES CIRCUIT NUMBER. SHEET E11.1. MOUNT AT 1.8m (72") AFF TO TOP. OF LIGHT. STl MOTOR BRANCH CIRCUIT SIZE, SEE MOTOR BRANCH CIRCUIT SCHEDULE 4. WHERE DEVICES ARE INDICATED TO BE MOUNTED ABOVE A COUNTERTOP, MOUNT COMBINATION MAGNETIC STARTER/DISCONNECT SWITCH, SEE STARTER ON SHEET E11.1. WALL MOUNTED FIXTURE. DEVICE SUCH THAT BOTTOM OF COVER PLATE IS 51 mm (2") ABOVE TOP OF BACK SCHEDULE ON SHEET E11.1. MOUNT AT 1.8m (72") AFF TO TOP. SPLASH. IF THERE IS NO BACK SPLASH, MOUNT DEVICE 51mm (2") ABOVE #10 WALL MOUNTED FIXTURE. (BATTERY BALLAST) FINSHED COUNTER TOP SURFACE TO BOTTOM OF DEVICE COVER PLATE. OST BREAK -GLASS TYPE SHUNT TRIP STATION. MOUNT AT 6'-0" AFF TO INDICATES SIZE OF CONDUCTORS INCLUDING GROUND IF OTHER THAN CENTER. PROVIDE ENGRAVED LAMINATED PLASTIC NAMEPLATE WITH #12• 0 2 x 2 FLUORESCENT. 5. WHERE MULTIPLE TOGGLE SWITCHES ARE SHOWN TO BE MOUNTED ADJACENT TO WITH 1/2" HIGH WHITE LETTERING ON A RED BACKGROUND STATING1" ONE ANOTHER, MOUNT SWITCHES IN A SINGLE BOX UP TO 4 -GANG. MAIN DISCONNECT". INDICATES SIZE OF CONDUIT IF OTHER THAN 16mm (1/2"). 2 x 2 FLUORESCENT. (BATTERY BALLAST) ABBREVIATIONS VFo VARIBALE FREQUENCY DRIVE SUPPLIED WITH MECHANICAL EQUIPMENT. MOUNTED FLUORESCENT FIXTURE. 1WALL PROVIDE POWER CONNECTIONS AS INDICATED. SITE PLAN LEGEND WALL MOUNTED FLUORESCENT FIXTURE. BATTERY BALLAST ss PARALLEL CONNECTED SURGE SUPPRESSOR. SEE SCHEDULE ONHH A AMPERES HP HORSEPOWER SHEET E11.1 S 12" x 12" x 24" DEEP FIBERGLASS/POLYMER CONCRETE HAND HOLE. �ot WALL MOUNTED EXIT SIGN. DIRECTIONAL ARROWS AS INDICATED. AFC ABOVE FINISHED CEILING HVAC HEATING/VENTILATING/ 48'AFF . ABOVE FINISHED FLOORAIR CONDITIONING • 3P CIRCUIT BREAKER WITH NUMBER OF POLES AND TRIP RATING AS TD FLORIDA POWER &LIGHT (FP&L) PAD MOUNTED TRANSFORMER, SHADED BATTERY OPERATED EMERGENCY LIGHTING UNIT. AFG ABOVE FINISHED GRADE HV HIGH VOLTAGE •� 300A INDICATED. SUBSCRIPTS INDICATE THE FOLLOWING: PORTION INDICATES FRONT. AIC AMPERES INTERUPTING INC INCANDESCENT ET - ELECTRONIC TRIP, SOLID STATE CIRCUIT BREAKER. CAPACITY JB JUNCTION BOX UP UNDERGROUND PRIMARY POWER DUCT BANK PROVIDED BY FP&L. ATS AUTOMATIC TRANSFER SWITCH KV KILO -VOLTS _! 3P CIRCUIT BREAKER WITH SHUNT TRIP COIL. FIRE ALARM SYSTEM BFC BELOW FINISHED CEILING KVA KILO -VOLTS -AMPERES S �3100A SUBSCRIPTS INDICATE THE FOLLOWING: US UNDERGROUND SECONDARY POWER DUCT BANK. BURY AT 24" BFG. BFG BELOW FINISHED GRADE KVAR KILO -VOLTS -AMPERES REACTIVE FACP ET - ELECTRONIC TRIP, SOLID STATE CIRCUIT BREAKER. „ C CONDUIT KW KILO -WATTS UT UNDERGROUND TELEPHONE DUCT BANK. (2) 4 CONDUITS AT 36 BFG. 0 FIRE ALARM CONTROL PANEL. WALL MOUNT AT 1.4m (54) AFF TO TOP. CAB CABINET KWH KILO -WATT-HOURS a UTILITY COMPANY POWER TRANSFORMER WITH DELTA CONNECTED CCN CLOSED CIRCUIT TELEVISION LAN LOCAL AREA NETWORK Y' PRIMARY, WYE CONNECTED SECONDARY AND RATING AS INDICATED. UL1 - UNDERGROUND LIGHTING CIRCUIT. (3/4"CI - 2 #10 + 1 #10 GND) CIRCUIT LTG LIGHTING BURY AT 24 BFG. FAAPCKT 7=W FIRE ALARM ANNUNCIATOR PANEL. WALL MOUNT AT 1.4m (54") CLG CEILING m METER AFF AFF TO TOP. CL CENTERLINE mm MILLIMETER CURRENT TRANSFORMERS. UL2 UNDERGROUND LIGHTING CIRCUIT. (1*C - 2 #8 + 1 #8 GND)CT's CURRENT TRANSFORMERS MAX MAXIMUM BURY AT 24" BFG COMBINATION STROBE/HORN. WALL MOUNT AT 2.Om (80„) AFF TO CU COPPER MCB MAIN CIRCUIT BREAKER BOTTOM. DISC DISCONNECTING) MCC MOTOR CONTROL CENTER • PANELBOARD WITH MAIN LUGS ONLY. UL3 UNDERGROUND LIGHITNGCIRCUIT. (1"C-'2 #6 + 1 #6 GND) BURY AT 24 BFG. s COMBINATION STROBE/SPEAKER. WALL MOUNT AT 2.Om (80) AFF TO DWG DRAWING(S) MCP MOTOR CIRCUIT PROTECTOR EA EACH MFR MANUFACTURER • BOTTOM. EF EXHAUST FAN MH METAL HALIDE WHEN PRESENT INCIATES PANELBOARD WITH A MAIN CIRCUIT BREAKER H POLE MOUNTED AREA LIGHT, SINGLE HEAD. EMT ELECTRICAL METALLIC TUBING MIN MINIMUM HP1 SEE PANEL SCHEDULE FOR SIZE. STROBE ONLY. WALL MOUNT AT 2.Om (80") AFF TO BOTTOM. EQUIP EQUIPMENT MISC MISCELLANEOUS f+� POLE MOUNTED AREA LIGHT, DOUBLE HEAD. B EUH ELECTRIC UNIT HEATER MTR MOTOR ® VOICE ALARM SPEAKER FLUSH MOUNTED IN CEILING BOX BEAM. EWC ELECTRIC WATER COOLER MTD MOUNTED WIRING DEVICES 11E ILLUMINATED BOLLARD. -D MANUAL PULL STATION. WALL MOUNT AT1.2m (48") AFF TO CENTER. EM ELECTRIC WATER HEATER MTG MOUNTING EXH EXHAUST MTS MANUAL TRANSFER SWITCH CON'T'ROL DIAGRAM SYMBOLS' ❑s CEILING MOUNTED SMOKE DETECTOR. EXIST EXISTING NC NURSE CALL FA FIRE ALARM NEC NATIONAL ELECTRICAL CODE SUBSCRIPTS INDICATE THE FOLLOWING: (FOR ALL RECEPTACLES) FLA FULL LOAD AMPERES PNL PANEL G - DUPLEX RECEPTACLE WITH INTEGRAL GROUND © ADDRESSABLE CONTROL MODULE. WHEN SHOWN SUBSCRIPT INDICATES FLUOR FLUORESCENT PVC POLYVINYL CHLORIDE FAULT CIRCUIT INTERRUPTER (GFCI) -�(~ NORMALLY OPEN CONTACT (N.O.) DEVICE OR EQUIPMENT BEING CONTROLLED. GEN ENGINE GENERATOR SET REC RECEPTACLE TR - TAMPER RESISTANT RECEPTACLE. GFCI GROUND FAULT CIRCUIT RGS RIGID GALVANIZED STEEL WP - DUPLEX RECEPTACLE WITH WEATHER PROOF COVER. -- NORMALLY CLOSED CONTACT (N.C.) ADDRESSABLE MONITOR MODULE. INTERRUPTER TEL TELEPHONE +1.2m (+48") - MOUNT DEVICE AT 1.2m (48") AFF TO CENTER. OTHER GFGI GOVERNMENT FURNISHED TYP TYPICAL MOUNTING HEIGHTS AS INDICATED. © OPERATING COIL 0DUCT MOUNTED SMOKE DETECTOR. GOVERNMENT INSTALLED UON UNLESS OTHERWISE NOTED OC - MOUNT DEVICE OVER COUNTERTOP. SEE SHEET NOTE #4 ON SUBSCRIPTS INDICATE THE FOLLOWING: GFP GROUND FAULT PROTECTION V VOLTS THIS SHEET. - A RECEPTACLE FOR AUDIO EQUIPMENT. ENGRAVE COVER PLATE PILOT LIGHT "R" INDICATES RED"G" INDICATES GREEN , R - RETURN DUCT S -SUPPLY DUCT GND GROUND VA VOLT-AMPERES TO READ "AUDIO EQUIPMENT ONLY". HGT HEIGHT W WATTS --®- CONTROL CIRCUIT FUSE.HID Piv HIGH INTENSITY DISCHARGE WP WEATHERPROOF CONNECTION TO POST INDICATING VALVE. HPS HIGH PRESSURE SODIUM XFMR TRANSFORMER T 20A, 125V SIMPLEX RECEPTACLE. WALL MOUNT AT 457mm (18") AFF OVERLOAD RELAY CONTACT.HOA HAND -OFF -AUTOMATIC TO CENTER UON. Fs CONNECTION TO SPRINKLER SYSTEM FLOW SWITCH. qp 20A, 125V DUPLEX RECEPTACLE. WALL MOUNT AT 457mm (18") AFF H °' •0 HAND -OFF -AUTOMATIC SELECTOR SWITCH IM CONNECTION TO SPRINKLER SYSTEM TAMPER SWITCH. MISCELLANEOUS TO CENTER UON. °A 4" DIAMETER WEATHER PROOF BELL WITH RED FINISH. BELL SHALL BE ® 20A, 125V FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLES. �- CONDUCTOR CONNECTION. ACTIVATED ONLY UPON FIRE SPRINKLER WATER FLOW 1N THE BUILDING 1 KEY NOTE SYMBOL. (SEE KEY NOTES ON INDIVIDUAL DRAWINGS) . PROVIDE TWO. GANG BOX SUITABLE FOR CONCRETE POUR. PROVIDE TWO MOUNT 8 -0 AFF TO CENTER. GANG TILE FLANGE, FLIP LID BRASS COVERS AND TWO 20A, 125V DUPLEX PE PHOTOELECTRIC CONTROLLER. MOUNT AT 12" BELOW TOP OF PARAPET RECEPTACLES. WIREMOLD/WALKER "OMNIBOX". LIGHTNING PROTECTION SYSTEM TO CENTER. RECESSED FLOOR BOX WITH SEPARATE POWER AND COMMUNICATIONS ® WALL MOUNTED LIGHTING CONTACTOR. MOUNT 1.8m (72") AFF TO TOP O AIR TERMINAL. COMPARTMENTS. SYMBOL IS SHOWN ON POWER AND COMMUNICATIONS UON. PLANS FOR CLARITY. SEE C1/E8.2 FOR VOICE/DATA. CONDUIT AND SUBSCRIPTS INDICATE THE: FOLLOWING: .WIRING. WIREMOLD/WALKER CATALOG #RFB9 WITH THE. FOLLOWING A -RIDGE MOUNTED AIR TERMINAL. .SEE DETAIL Bl/E5.1. COMPONENTS: B -PARAPET MOUNTED AIR TERMINAL. SEE DETAIL B4 E5.1. / 1. RFB119TCBK FLUSH TILE COVER WITH BLACK FINISH. COVER SHALL C -AIR TERMINAL MOUNTED 0 N ROOF TOP EQUIPMENT. SEE DETAIL BE SUITABLE TO RECEIVE THE SURROUNDING FLOOR FINISH. B6/E5.1. EOUIPMENT C2. TWO 20A, 125V HEAVY DUTY GRADE DUPLEX RECPETACLES. - - - - LIGHTNING PROTECTION SYSTEM ROOF CONDUCTOR CONCEALED BELOW 3. TWO 8 POSITION CATEGORY 5e RATED JACKS. ROOF TILES. 4. ONE MICROPHONE DEVICE .PLATE. O JUNCTION .BOX OR PULL BOX. 5. ONE TWO GANG COMMUNICATION DEVICE PLATE FOR FUTURE USE. - - - - - LIGHTNING PROTECTION SYSTEM ROOF CONDUCTOR ROUTED ON ROOF TOP. S 20A, 120/277V SINGLE POLE SWITCH, WALL MOUNT AT 1.2m (48") AFF GL LIGHTNING PROTECTION SYSTEM GROUND LOOP CONDUCTOR. BURY AT 5 MOTOR CONNECTION., NUMERAL INDICATES HORSEPOWER. TO CENTER UON. SUBSCRIPTS INDICATE THE FOLLOWING: „ 24 BFG. CO CONNECTION TO EQUIPMENT LEADS, TERMINAL STRIPS OR CONTROL 2 - TWO POLE oN� PANEL INCLUDING ALL CONDUCTORS, CONDUIT, FLEXIBLE CONDUIT, 3 - THREE WAY LIGHTNING PROTECTION SYSTEM DOWN CONDUCTOR. JUNCTIONS BOXES CONNECTORS, FITTINGS, ETC. REQUIRED FOR PROPER 4 - FOUR WAYCONNECTION. a,b,c... - INDICATES SWITCH LEGS o (3) 3/4" x 10' COPPER CLAD STEEL GROUND ROD(S) SPACED 10'-0" SUBSCRIPT INDICATES EQUIPMENT CONNECTION NUMBER SEE EQUIPMENT CONNECTION SCHEDULE ON SHEET E11.1. K - KEY OPERATED SWITCH ON CENTER IN A TRIANGULAR PATTERN. OS - OCCUPANCY SENSOR SWITCH -+r- BONDING CONNECTION. DIMMING CONTROL SYSTEM TELEPHONE/DATA SYSTEM PP TWO BUTTON ENTRY STATION. WALL MOUNT AT 1.2m (48") AFF COMBINATION VOICE/DATA OUTLET.��SEE C1 /E8.2 FOR OUTLET TO CENTER. CONFIGURATION. MOUNT 457mm (18) AFF TO CENTER UON. CUSTOM PRESET STATION. WALL MOUNT AT 1.2m 48" AFF PP 2 ( ) `" T WALL. MOUNTED TELEPHONE OUTLET... SEE C1 /E8.2 FOR OUTLET TO CENTER. CONFIGURATION. MOUNT 1.4m (54) AFF TO CENTER UON. Tc TWO WAY WIRELESS TOUCH SCREEN TO CONTROL DIMMING PANEL TGB TELECOMMUNICATIONS GROUNDING BUS BAR. MOUNT AT 18" ABOVE LIGHTING. TT FINISHED` FLOOR TO CENTER. SEE D7/E7.1 FOR DETAIL. RF RF GATEWAY FOR USE WITH TOUCH SCREEN. COMBINATION VOICE/DATA OUTLET. SEE C1 /E8.2 FOR OUTLET CONFIGURATION. MOUNT ABOVE COUNTERTOP. SEE NOTE #4 ON THIS SHEET. 1 2 3 M - N 1 §�l 49 I{k I �y R OGERS, ��LOVELOCK �E FRITZ, NSC. Architecture A Engineering 3�1 Interior Design 145 Lincoln Avenue .t P.O. Box 730 T {, Winter Park, Florida 32790-0730 tN (407) 547-1039 1 r1 " ^' Telefax (407) 829-9409 CATHOLIC COMMUNITY C 1 date i1 t{i A, R Y! SANFORD, FLORIDA t' 4h License Number AA C000584 t� t S q hMf${ License Number EB 0000829 III �4. { Job number1 a� 4 t�� project title a owner's name F AlOan and Conrad, Ono. CATHOLIC DIOCESE Structural Engineers a { R i OF ORLANDO Civil Engineering ^ ` MAI _Landscape Architects, Inc. Landscape Architecture ' I Y p BKWI seal/signature I, chocked by iµh, t llu ALL SOULS 1 r1 �i , `hwle CATHOLIC COMMUNITY ly date i1 t{i A, CHURCH BUILDING SANFORD, FLORIDA r XI M 16 JANUARY t� t S n t fait; z. III �4. { Job number1 a� " � JIB hl{ F AlOan and Conrad, Ono. t1 r Structural Engineers Ery 4 r> { R AR Miller Engineering. Inc. ' hk Civil Engineering ^ ` MAI _Landscape Architects, Inc. Landscape Architecture ' 9 ik BKWI seal/signature nr KENDALL L. MASON, PE 52705 �i , `hwle ,a date LEGEND AND 41 y t��l �e ` 16 JANUARY 2006 n t fait; I S! 1�1 � III W, Job number1 J. , 1 V " � JIB (� F 2037.04 , . ,w�l 4k �F:� drawn by �l �, fv'f (a µ1 �{ � . ik BKWI k� 41 chocked by iµh, t llu jv it K L M 4 4pr{{ r,. Ih(� revisions F t I� d1 Il sheet 00 ofrrk trFJIY M�'I V� 0 41�Fk ped { sheet title/contents��1�'t� �4 �i , `hwle ,a ELECTRICAL�I;t LEGEND AND 41 y t��l �e ` r Owe` k ABBREVIATIONS,1 I S! 1�1 � III T I� drawing number�J J. , 1 V (� r'Ifil`�" 1 =1 h �M1r drawing number�J 4Cfit {(904 fv'f (a ik µ45J 5AY jv it 4 4pr{{ Ng �� i j ¢rl�'r1Yt F t d1 Il sheet 00 ofrrk M tAyk. i1, A N 1, It 1! 2 l D 1� _.��-%, . I I (D] 1 E I 12 ml liM III" 1� _.��-%, . I I (D] 1 E .II s31 rlilll. —I : ". � 1 �`\ :::' !." •' -' �.: '" i i,:_----- III - i �Iil� - ��, ,� .: .. - l i E1.1 E6.1 11 1 I : I , I ; I, II 2 3 II^ 2 J I , ' f I: ,y HST I- 6 5 S4 1 1 UL1-- S5' UT I I fJ I cI� ¢ air NOTES: r SHEET NOTE: 1. COORDINATE UNDERGROUND PRIMARY POWER WORK WITH FLORIDA POWER & LIGHT. POINT OF CONTACT: CHARLIE JOHNSON 407 328-1922. ROGER L S �0VEL OCK & FRIT:... SIC. 2. COORDINATE UNDERGROUND TELEPHONE WORK WITH BELL SOUTH. POINT OF CONTACT: SCOTT'LORENZE Architecture (407) 302-7611. A Engineering Interior Design 145 Lincoln, Avenue KEY NOTES: P.o. Box 730 (1 FP&L PAD -MOUNTED TRANSFORMER. Winter Perk, Florida 32790-0730 (407) 847-1039 Teletex (407) 829-9409 �2 HOMERUN CONTROLLED VIA LIGHTING CONTACTOR "LC -1." SEE LIGHTING CONTACTOR ` SCHEDULE ON SHEET E11.1. License Number AA C000564 License Number EB 0000829 �3 TO PANEL "HMDP", SEE A2/E6.1 FOR CONTINUATION. project title a owner's name SEE SHEET E10.1 FOR CONDUIT AND WIRE SIZE. 4 uND " CATHOLIC DIOCESE ERGROUND LIGHTING CIRCUIT TYPE UL2 OF ORLANDO (5 3/4" CONDUIT AT 24" BFG FOR CONNECTION TO FUTURE ILLUMINATED BOLLARDS. CAP FOR FUTURE USE. CONNECTION TO EXISTING FLORIDA POWER & LIGHT PRIMARY DISTRIBUTION SYSTEM. ALL SOULS TO COMMUNICATIONS ROOM G12, SEE D7/E6.1 B CATHOLIC COMMUNITY FOR CONTINUATION. CHURCH BUILDING POINT OF TERMINATION AS DIRECTED BY BELL SANFORD, FLORIDA SOUTH. �9 SEE D7/E8.3 FOR CONNECTIONS TO PIV. f0 1" CONDUIT - 3 #8 + 1 #8 GND. PROVIDE PULL BOXES AS REQUIRED. 11 EXISTING FLORIDA POWER & LIGHT OVERHEAD POWER POLE, TYPICAL. Allan and Conrad, line. 12 NEW STREET LIGHTING FIXTURE SHALL BE structural Engineers PROVIDED BY FLORIDA POWER & LIGHT (FP&L). Aid Miller Engineering, Inc. EXACT LOCATION AND FIXTURE TYPE TO BE Civil Engineering DETERMINED BY FP&L. MAXIMUM FIXTURE AAAI Landscape Architects, Inc. SPACING SHALL NOT EXCEED 300' ON CENTER. Landscape Architecture COORDINATE INSTALLATION WITH FP&L C seal/signature KENDALL L. MASON, PE 52705 date 16 JANUARY 2006 D lob number I• w 2U37.04 hi s31 5 S4 1 1 UL1-- S5' UT I I fJ I cI� ¢ air NOTES: r SHEET NOTE: 1. COORDINATE UNDERGROUND PRIMARY POWER WORK WITH FLORIDA POWER & LIGHT. POINT OF CONTACT: CHARLIE JOHNSON 407 328-1922. ROGER L S �0VEL OCK & FRIT:... SIC. 2. COORDINATE UNDERGROUND TELEPHONE WORK WITH BELL SOUTH. POINT OF CONTACT: SCOTT'LORENZE Architecture (407) 302-7611. A Engineering Interior Design 145 Lincoln, Avenue KEY NOTES: P.o. Box 730 (1 FP&L PAD -MOUNTED TRANSFORMER. Winter Perk, Florida 32790-0730 (407) 847-1039 Teletex (407) 829-9409 �2 HOMERUN CONTROLLED VIA LIGHTING CONTACTOR "LC -1." SEE LIGHTING CONTACTOR ` SCHEDULE ON SHEET E11.1. License Number AA C000564 License Number EB 0000829 �3 TO PANEL "HMDP", SEE A2/E6.1 FOR CONTINUATION. project title a owner's name SEE SHEET E10.1 FOR CONDUIT AND WIRE SIZE. 4 uND " CATHOLIC DIOCESE ERGROUND LIGHTING CIRCUIT TYPE UL2 OF ORLANDO (5 3/4" CONDUIT AT 24" BFG FOR CONNECTION TO FUTURE ILLUMINATED BOLLARDS. CAP FOR FUTURE USE. CONNECTION TO EXISTING FLORIDA POWER & LIGHT PRIMARY DISTRIBUTION SYSTEM. ALL SOULS TO COMMUNICATIONS ROOM G12, SEE D7/E6.1 B CATHOLIC COMMUNITY FOR CONTINUATION. CHURCH BUILDING POINT OF TERMINATION AS DIRECTED BY BELL SANFORD, FLORIDA SOUTH. �9 SEE D7/E8.3 FOR CONNECTIONS TO PIV. f0 1" CONDUIT - 3 #8 + 1 #8 GND. PROVIDE PULL BOXES AS REQUIRED. 11 EXISTING FLORIDA POWER & LIGHT OVERHEAD POWER POLE, TYPICAL. Allan and Conrad, line. 12 NEW STREET LIGHTING FIXTURE SHALL BE structural Engineers PROVIDED BY FLORIDA POWER & LIGHT (FP&L). Aid Miller Engineering, Inc. EXACT LOCATION AND FIXTURE TYPE TO BE Civil Engineering DETERMINED BY FP&L. MAXIMUM FIXTURE AAAI Landscape Architects, Inc. SPACING SHALL NOT EXCEED 300' ON CENTER. Landscape Architecture COORDINATE INSTALLATION WITH FP&L C seal/signature KENDALL L. MASON, PE 52705 date 16 JANUARY 2006 D lob number I• w 2U37.04 hi C D4 I E2.01 E6.1 E2.01E6.1 F I I �_LIIU 1 OLA 3 l� I ILI ULIL11 � _11L ILL-, L "Ll --------- 1ALI Awl, 4 5 3 erg 7 8 NOTES: zr SHEET NOTES: KEY NOTES: 1. VERIFY EXACT PLACEMENT OF FLOOR BOXES WITH ROUTE CONDUIT UP THROUGH WALL SPACE AND STUB -OUT d DO NOT ROUTE CONDUIT THROUGH THE SHELL SPACE THE OWNER. 12" BELOW ROOF STRUCTURE FOR FUTURE USE. PROVIDE G35. ROUTE CONDUIT BELOW FLOOR SLAB. CAP AND LABEL TO IDENTIFY POINT OF TERMINATION. MOUNT RECEPTACLE 18" ABOVE RAISED PULPIT ROGMS, LOVELOCK F1UTZq WC. (1) (2) 1" CONDUITS TO PANELBOARD "LP2" FOR FUTURE USE. PLATFORM. CONDUITS SHALL BE SCHEDULE 40 PVC ROUTED BELOW Architecture FINISHED FLOOR SLAB. 4" SQUARE x 2 1/8" DEEP FLUSH MOUNTED BOX WITH SINGLE A Engineering 31 GANG PLASTER RING AND BLANK COVER FOR FUTURE ORGAN Interior Design (2) 1" CONDUITS TO ELECTRICAL ROOM G39 FUTURE USE. PIPE POWER CONNECTION. MOUNT AT 18" AFF TO CENTER. CONDUITS SHALL BE SCHEDULE 40 PVC ROUTED BELOW COIL UP AND CAP CONDUCTORS IN BOX. 146 Lincoln Avenue FINISHED FLOOR SLAB. SEE A2/E6.1 FOR LOCATION OF STUB -UP. MOUNT RECEPTACLE ADJACENT TO THE SOUND SYSTEM P.O. Box 730 Winter Park, Florida 32700-0730 PROVIDE 1-1/2" DEEP BOX WITH 1/2" RAISED PLASTER FLOOR BOX. VERIFY EXACT PLACEMENT WITH THE OWNER. (407) 847-1039 RING. Talefax (407) 1129-9409 a. License Number AA C000564 MOUNT DISCONNECT SWITCH ADJACENT TO EQUIPMENT License Number EB 0000029 IT SERVES. project title & owner's name CATHOLIC DIOCESE OF ORLANDO G F E D C B ALL SOULS D 2Pi B E6.1 6.1 E2. 01 E6. CATHOLIC COMMUNITY fM CHURCH BUILDING SANFORD, FLORIDA II Y� tj N VV 3/4" 34 Ir\ 4 2 3 4 P-1 N r,4 E2.01 E6.1 III ig� 6tt� dr 5 sheet title/contents GROUND FLOOR PLAN POWER 1301 W 0 4' 8' 24' 1/8 of = it -of) 8 uf LI -11 ml - E ------------ J LM31' L�'L, � 2 rl L -J: ------ 4 5 7 NOTES: rM KEY NOTES: DOWN TO STARTER ST-EF/1.2.2. SEE D2/E6.1 FOR CONTINUATION. DOWN TO STARTER ST-EF/1.2.1. SEE D2/E6.1 FOR ROGERSj LOVELOCK 81 FRITZqWC CONTINUATION. Architecture DOWN TO STARTER ST-EF/1.1.1. SEE D4/E6.1 FOR A Engineering CONTINUATION. Interior Design DOWN TO STARTER ST-EF/1.3.1. SEE F4/E6.1 FOR 145 Lincoln Avenue CONTINUA -PON. P.O. Box 730 MOUNT DISCONNECT SWITCH ADJACENT TO FAN. Winter Park, Florida 32790-0730 (407) 847-1039 PROVIDE SUPPORT RACK AS REQUIRED. TOP OF Telefax (407) 629-9409 SWITCH SHALL BE NO HIGHER THAN TOP OF FAN. License Number AA C000584 License Number EB 0000829 project title & owner's name AR Willer Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/slanature 1 2 K111 i M EkE �A I i F' 1 S R i I I I �8' I I� �. � r.Pl q I 1. I q i i I Mr. NOTES: SHEET NOTES: KEY NOTES: 1. CONNECT ALL BATTERY BALLASTS AND EXIT SIGNS TO THE MOUNT TRACK LIGHT TO FACE OF BOX BEAM. AIM LIGHT UNSWITCHED PHASE CONDUCTOR OF THE INDICATED LIGHTING HEADS AS DIRECTED BY ARCHITECT. CIRCUIT. �2 PROVIDE UNSWITCHED PHASE CONDUCTOR TO SERVE THE ROGERS, LOVELOCK FRITZ, INC. 2. SEE SHEET E8.1 FOR DIMMING SYSTEM CONNECTION DIAGRAM. BATTERY BALLAST IN FIXTURE TYPE "E2" AND THE TYPE "N1" EMERGENCY FIXTURES. Architecture 3. USE TYPE MC CABLE FOR LIGHTING CIRCUITS. A Engineering 3� SUPPLY EACH FIXTURE WITH TWO CIRCUITS. ONE CIRCUIT Interior Design SERVE THE "A" LAMPS AND THE OTHER CIRCUIT SHALL SERVE THE "PAR" LAMP. 146 Lincoln Avenue ® MOUNT FIXTURE IN THE GYPSUM BOARD WALL CENTERED P.O. Box 730.Winter Park, Florida 32790-0730 BETWEEN THE DECORATIVE WOOD PANELS. (407) 847-1039 �5 SEE f5/E3.0 FOR MOUNTING DETAIL. Telefax (407) 829-9409 License Number AA C000564 License Number EB 0000829 project title & owner's name CATHOLIC DIOCESE OF ORLANDO (:D H2 X1 LD1 rL Di 1 2 3 Al i�' C; YYi — . I I Iel llI �IY S R Q P N M L K J H ,I I I o 1 N K, 0 0 4' 8' 24' 1/8 it—011 1/8 to= 1 , - O,1 drawing number I 0 �*q A 3 F I 2 ACE - full stage pocket with back box, flush hinged lid, black finish, back acess cover, hardware as needed A, STAGE POCKET DET. E4.1 I E4.1 . NOT TO SCALE R1 Legend Microphone Input (Number indicates quantity of inputs) Line Level Input (Number indicates quantity of inputs) FM Floor Monitor Output (Number indicates quantity of outputs) 4MB Multi -channel Linebox 1- 4 Input (9 channel multi -input box) -FR-E—M-1 Remote Control At Choir Director NO Audio signal Input/output for Video, mounting height as directed by the owner. Qs Recessed ceiling mounted loud speaker. . .... ..... .. ....... ... .... ...... .. ..... .... ...... JIB TO 7 "MI NOTES• SHEET NOTES: SHEET NOTES: 1 DO NOT PROCEED WITH ANY WORK ON THE SOUND SYSTEM UNTIL 5 12"W X 18"H X 6"D SURFACE MOUNTED JUNCTION BOX. rf APPROVED SHOP DRAWINGS ARE ON SITE. ACTUAL CONDUIT SIZES, MOUNT INSIDE OF AUDIO BOOTH AT 6" AFF TO BOTTOM. ROUTING AND CONFIGURATION SHALL BE IN ACCORDANCE WITH 31 PROVIDE COVER. C APPROVED SHOP DRAWINGS, ROCKERS, LOVELOC,,,K�&�",FRIT,�,-7.�,"",�,,,� . . . . . . 1" CONDUIT WITH SOUND SYSTEM WRING AS REQUIRED. Ali, KEY NOTES: Architecture (3) - 2" CONDUITS WITH SOUND SYSTEM WRING AS REQUIRED.ff FLUSH MOUNT IN WALL AT 18" AFF TO CENTER. A Engineering Interior Design MOUNT DEVICE IN THE LOW VOLTAGE SECTION OF MIREMOLD/WALKER RECESSED FLOOR BOX. SEE SHEET E4.0 FOR LOCATION OF FLOOR 145 Lincoln Avenue BOX. P.O. Box 730 %P Winter Park, Florida 32790-0730 WALL MOUNT AT 18" ABOVE RAISED PULPIT PLATFORM TO (407) 847-1039 CENTER. Telefax (407) 829-9409 DEVICE MOUNTED IN FLOOR RECESSED STAGE POCKET. SEE Al /E4.1 License Number AA C000504 FOR DETAIL. License Number EB 0000029 project title & owner's name CATHOLIC DIOCESE syr `I OF ORLANDO Mrd D C B A.8 A{NW ALL SOULS B CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA .............. ..... . ... . ..... .......... ........ .... . ..... . ... . . ......... ........... .. ......... . . .............. .......... . ............ .... .. .... ...... ........... .... . . ...... ...... . .. ....... . . . II »II:.,1171gI 61 III Alia n and Conrad, One. Structural Engineers .................... ........ .. ............ ..... . ............. . . . . . ........ . . . .. ........ . . . ......... .............. .................................................................................... AR,Mil0er Engineering, Inc. ............ . .... ....... . ..... . . ..... ..... . . .. ... .. .. ................ . ......MA LandscaCivil Engineering pe Architects, Inc. Landscape Architecture .... ........ TI T, r.... . ... . .. .... . . .......... .... 5 IL IIII L . ...... . FJ C seal/signature .... . ... 91 4 M d 4 5 A, STAGE POCKET DET. E4.1 I E4.1 . NOT TO SCALE R1 Legend Microphone Input (Number indicates quantity of inputs) Line Level Input (Number indicates quantity of inputs) FM Floor Monitor Output (Number indicates quantity of outputs) 4MB Multi -channel Linebox 1- 4 Input (9 channel multi -input box) -FR-E—M-1 Remote Control At Choir Director NO Audio signal Input/output for Video, mounting height as directed by the owner. Qs Recessed ceiling mounted loud speaker. . .... ..... .. ....... ... .... ...... .. ..... .... ...... JIB TO 7 "MI NOTES• SHEET NOTES: SHEET NOTES: 1 DO NOT PROCEED WITH ANY WORK ON THE SOUND SYSTEM UNTIL 5 12"W X 18"H X 6"D SURFACE MOUNTED JUNCTION BOX. rf APPROVED SHOP DRAWINGS ARE ON SITE. ACTUAL CONDUIT SIZES, MOUNT INSIDE OF AUDIO BOOTH AT 6" AFF TO BOTTOM. ROUTING AND CONFIGURATION SHALL BE IN ACCORDANCE WITH 31 PROVIDE COVER. C APPROVED SHOP DRAWINGS, ROCKERS, LOVELOC,,,K�&�",FRIT,�,-7.�,"",�,,,� . . . . . . 1" CONDUIT WITH SOUND SYSTEM WRING AS REQUIRED. Ali, KEY NOTES: Architecture (3) - 2" CONDUITS WITH SOUND SYSTEM WRING AS REQUIRED.ff FLUSH MOUNT IN WALL AT 18" AFF TO CENTER. A Engineering Interior Design MOUNT DEVICE IN THE LOW VOLTAGE SECTION OF MIREMOLD/WALKER RECESSED FLOOR BOX. SEE SHEET E4.0 FOR LOCATION OF FLOOR 145 Lincoln Avenue BOX. P.O. Box 730 %P Winter Park, Florida 32790-0730 WALL MOUNT AT 18" ABOVE RAISED PULPIT PLATFORM TO (407) 847-1039 CENTER. Telefax (407) 829-9409 DEVICE MOUNTED IN FLOOR RECESSED STAGE POCKET. SEE Al /E4.1 License Number AA C000504 FOR DETAIL. License Number EB 0000029 project title & owner's name CATHOLIC DIOCESE syr `I OF ORLANDO Mrd D C B A.8 A{NW ALL SOULS B CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA .............. ..... . ... . ..... .......... ........ .... . ..... . ... . . ......... ........... .. ......... . . .............. .......... . ............ .... .. .... ...... ........... .... . . ...... ...... . .. ....... . . . II »II:.,1171gI 61 III Alia n and Conrad, One. Structural Engineers .................... ........ .. ............ ..... . ............. . . . . . ........ . . . .. ........ . . . ......... .............. .................................................................................... AR,Mil0er Engineering, Inc. ............ . .... ....... . ..... . . ..... ..... . . .. ... .. .. ................ . ......MA LandscaCivil Engineering pe Architects, Inc. Landscape Architecture .... ........ TI T, r.... . ... . .. .... . . .......... .... 5 IL IIII L . ...... . FJ C seal/signature .... . ... 91 4 M UT I N-1 [A A 19 01 "I'll 11 1 N 91 3 a NOTES:- 74--L; R, 7 e. SHEET NOTES: KEY NOTES: 1. DO NOT PROCEED WITH ANY WORK ON THE SOUND SYSTEM UNTIL APPROVED SHOP DRAWINGS ARE ON SITE. ACTUAL CONDUIT SIZES k't NAVE LOUD SPEAKER, SEE SHEET E4.3 FOR MOUNTINGHEIGHT. AND ROOTING SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS.ROGERS, LOVELOCK & FRITZ. MC. HANGING MICROPHONE, TYPICAL FOR 7. SUSPEND AT 7 -6 -7 AFF TO BOTTOM. Arch ,KEY NOTES: itecture REMOTE LOUD SPEAKER LEVEL CONTROL FOR NARTHEX (D 3/4" CONDUIT WITH SPEAKER WIRING. A Engineering SPEAKERS. MOUNT 48" AFF TO CENTER. 2Interior Deeign " CONDUIT WITH SPEAKER WRING. 145 Lincoln Avenue (1) REMOTE LOUD SPEAKER LEVEL CONTROL FOR EXTERIOR NARTHEX (�D 1" CONDUIT WITH SPEAKER WRING. P.O. Box 737 . 00 SPEAKERS. MOUNT 48" AFF TO CENTER. Winter Park, Florida 42700-0730 (ID 3/4" CONDUIT WITH MICROPHONE WRING. (40:7) 847-1039, REMOTE LOUD SPEAKER LEVEL CONTROL FOR MULTI-PURPOSE Telefax (407) 829-9409 ROOM SPEAKERS. MOUNT 48" AFF TO CENTER. (12" TRANSEPT LOUD SPEAKER, SEE SHEET E4.3 FOR MOUNTING HEIGHT. License Number AA C000564 j REMOTE LOUD SPEAKER LEVEL CONTROL FOR PRIEST'S SACRISTY License Number EB 0000029 ROOM SPEAKERS. MOUNT 48" AFF TO CENTER. 13 NARTHEX LOUD SPEAKER, SEE SHEET E4.3 FOR MOUNTING project title & owner's name (a) REMOTE LOUD SPEAKER LEVEL CONTROL FOR WORKING SACRISTY HEIGHT. ROOM SPEAKER. MOUNT 48" AFF TO CENTER. 14 TYPICAL EXTERIOR NARTHEX LOUD SPEAKER, SEE SHEET E4.3 FOR CATHOLIC DIOCESE OF ORLANDO MOUNTING HEIGHT. (1D 1" CONDUIT FOR FUTURE EXPANSION, CAP AND MARK FOR FUTURE USE. (16 TYPICAL RECESSED CEILING LOUD SPEAKER. ALL SOULS B CATHOLIC COMMUNITY CHURCH BUILDING A.8 SANFORD, FLORIDA . .. ..... ....... .... . . . . . . . ....... . ........... . ... . . .......... . .... . ..... ..... . ...... ............................................. ... ............... . . . i. ................................................. ....................... Algan and Conrad, Onc. j ( Structural Engineers N sheet title/contents GROUND FLOOR PLAN SOUND ssYTEM SPEAKER LAYOUT 24' F drawing number x W r I E i 7t .t W r I lr`k; JLjJ __.IJ_-- L� _-- . 7t .t date 2 3 4 : .. w t 11 xl �{ 4 - l u. NOTES: rA KEY NOTES: �1 NAVE LOUD SPEAKER. PROVIDE MOUNTING BRACKETS AS €' REQUIRED. FASTEN TO ROOF STRUCTURE. SUBMIT SHOP` DRAWINGS FOR MOUNTING SYSTEM TO THE ARCHITECT FOR APPROVAL. ROGERS,'LOVELOCK & FRITZ, INC. 2 TRANSEPT LOUD SPEAKER. PROVIDE MOUNTING BRACKETS AS Architecture`' R RE UIED FASTEN �Mr REQUIRED. STEN TO ROOF STRUCTURE. SUBMIT SHOP A Engineering II DRAWINGS FOR MOUNTING SYSTEM TO THE ARCHITECT FOR ly,, APPROVAL. Interior Design : �3 HANGING MICROPHONE, TYPICAL. 145 Lincoln AvenueP.O. Box 730 Winter Park, Florida 32780-0730 NARTHEX LOUD SPEAKER.( 407) 647-1038.. , Telefax (407) ®28-9408 License Number AA C000564 License Number EB 0000828 2 El Et project title d owner's name CATHOLIC DIOCESE h r OF ORLANDO I� �r ALL SOULS CATHOLIC COMMUNITY Y CHURCH BUILDING" SANFORD, FLORIDA lr`k; KENDALL L. MASON, PE 52705 7t .t date 11 16 JANUARY 20064' yYYY y1 I A10an and Conrad, Onc• I Structural Engineers I ' AR M1110er Engineering, Inc. : .. w t 11 xl �{ 4 - l u. NOTES: rA KEY NOTES: �1 NAVE LOUD SPEAKER. PROVIDE MOUNTING BRACKETS AS €' REQUIRED. FASTEN TO ROOF STRUCTURE. SUBMIT SHOP` DRAWINGS FOR MOUNTING SYSTEM TO THE ARCHITECT FOR APPROVAL. ROGERS,'LOVELOCK & FRITZ, INC. 2 TRANSEPT LOUD SPEAKER. PROVIDE MOUNTING BRACKETS AS Architecture`' R RE UIED FASTEN �Mr REQUIRED. STEN TO ROOF STRUCTURE. SUBMIT SHOP A Engineering II DRAWINGS FOR MOUNTING SYSTEM TO THE ARCHITECT FOR ly,, APPROVAL. Interior Design : �3 HANGING MICROPHONE, TYPICAL. 145 Lincoln AvenueP.O. Box 730 Winter Park, Florida 32780-0730 NARTHEX LOUD SPEAKER.( 407) 647-1038.. , Telefax (407) ®28-9408 License Number AA C000564 License Number EB 0000828 2 El Et project title d owner's name CATHOLIC DIOCESE h r OF ORLANDO I� �r ALL SOULS CATHOLIC COMMUNITY Y CHURCH BUILDING" SANFORD, FLORIDA I f° lr`k; KENDALL L. MASON, PE 52705 7t .t date 11 16 JANUARY 20064' yYYY y1 I A10an and Conrad, Onc• {ffi Structural Engineers I ' AR M1110er Engineering, Inc. AzF pJ+; Civil 'Engineering I MAI Landscape Architects, Inc. r. � Landscape Architecture € dl drawn by i BKW sealisignature �I! I f° } k h KENDALL L. MASON, PE 52705 f date k 16 JANUARY 20064' 1; I D job number s AzF pJ+; I 2037.04 dl v drawn by YI I Y BKW F' ��w r checked by KLM revisions I } k h r �1 sheettitle/contents �I �It GROUND FLOOR PLAN SOUND SYSTEM } SECTION wl I 0 4' 8' 24' G (, 1/8 —1 rr a „ '-0, 1/8 = 1 D drawing number € �y r �J E403 f E 1; I AzF pJ+; tj ,t YI I Y y 7 4 „ r �1 sheettitle/contents �I �It GROUND FLOOR PLAN SOUND SYSTEM } SECTION wl I 0 4' 8' 24' G (, 1/8 —1 rr a „ '-0, 1/8 = 1 D drawing number € �y r �J E403 A B -- ---- ------ ---------_-- 23 41 5 NOTES•. SHEET NOTES: 1 PROVIDE BONDING CONNECTION TO FLASHING AT PARAPET WALLS. SEE F1/E5.1 FOR TYPICAL FLASHING BONDING DETAIL. XJ11" psi 2. SEE F4/E5.1 FOR CABLE BENDING REQUIREMENTS. ROGERS, LOVELOCK &FRIT4 NC, KEY NOTES: Architecture 1" SCHEDULE 40 PVC CONDUIT WITH LIGHTNING PROTECTION DOWN 1" SCHEDULE 40 PVC CONDUIT WITH LIGHTNING PROTECTION DOWN A Engineering CONDUCTOR FROM UPPER ROOF LEVEL. CONCEAL IN WALL AND CONDUCTOR. CONCEAL IN WALL AND STUB OUT AT 24" BELOW STUB -OUT ONTO THE LOWER ROOF LEVEL. BOND THE DOWN FINISHED GRADE. BOND THE DOWN � CONDUCTOR TO THE REINFORCING Interior Deeign CONDUCTOR TO THE REINFORCING BARS IN THE WALL. SEE D4/E5.1 BARS AT THE UPPER AND LOWER EXTREMITIES OF THE WALL. 145 Lincoln Avenue FOR DETAIL. SEE D5/E5.1 FOR DETAIL. P.O. Box 730 Winter Park. Florida 32790-0730 (a) PROVIDE A BONDING CONNECTION TO THE METALLIC CROSS. PROVIDE 1" SCHEDULE 40 PVC CONDUIT WITH LIGHTNING PROTECTION DOWN (407) 847-1039 A CONDUIT SLEEVE THROUGH THE PARAPET WALL AND SEAL THE CONDUCTOR TO LOWER ROOF. Telefax (407) 029-9409 PENETRATION. License Number AA C000664 (D LIGHTNING PROTECTION DOWN CONDUCTOR UP TO CROSS MOUNTED License Number E8 0000829 ON BELL TOWER, BELL TOWER IS AN ADDITIVE BID ITEM. project title & owner's name THRU—ROOF PENETRATION, SEE D1/E5.1 FOR DETAIL. SEE D5/E5.1 FOR BONDING CONNECTION TO THE REINFORCING STEEL IN THE WALL. CATHOLIC DIOCESE OF ORLANDO L SOULS B CATHOLIC COMMUNITYG %;num%;n buillLuirldu SANFORD, FLORIDA ........ ... C O. 19 G G F 1 1 2 3 En 14 0 7 F� 0 4' 8' 24' 1/8 is -091 8 Wic o P R k 1: �N, 'K",� M, 't' 7 NOTES•. SHEET NOTES: 1 PROVIDE BONDING CONNECTION TO FLASHING AT PARAPET WALLS. SEE F1/E5.1 FOR TYPICAL FLASHING BONDING DETAIL. XJ11" psi 2. SEE F4/E5.1 FOR CABLE BENDING REQUIREMENTS. ROGERS, LOVELOCK &FRIT4 NC, KEY NOTES: Architecture 1" SCHEDULE 40 PVC CONDUIT WITH LIGHTNING PROTECTION DOWN 1" SCHEDULE 40 PVC CONDUIT WITH LIGHTNING PROTECTION DOWN A Engineering CONDUCTOR FROM UPPER ROOF LEVEL. CONCEAL IN WALL AND CONDUCTOR. CONCEAL IN WALL AND STUB OUT AT 24" BELOW STUB -OUT ONTO THE LOWER ROOF LEVEL. BOND THE DOWN FINISHED GRADE. BOND THE DOWN � CONDUCTOR TO THE REINFORCING Interior Deeign CONDUCTOR TO THE REINFORCING BARS IN THE WALL. SEE D4/E5.1 BARS AT THE UPPER AND LOWER EXTREMITIES OF THE WALL. 145 Lincoln Avenue FOR DETAIL. SEE D5/E5.1 FOR DETAIL. P.O. Box 730 Winter Park. Florida 32790-0730 (a) PROVIDE A BONDING CONNECTION TO THE METALLIC CROSS. PROVIDE 1" SCHEDULE 40 PVC CONDUIT WITH LIGHTNING PROTECTION DOWN (407) 847-1039 A CONDUIT SLEEVE THROUGH THE PARAPET WALL AND SEAL THE CONDUCTOR TO LOWER ROOF. Telefax (407) 029-9409 PENETRATION. License Number AA C000664 (D LIGHTNING PROTECTION DOWN CONDUCTOR UP TO CROSS MOUNTED License Number E8 0000829 ON BELL TOWER, BELL TOWER IS AN ADDITIVE BID ITEM. project title & owner's name THRU—ROOF PENETRATION, SEE D1/E5.1 FOR DETAIL. SEE D5/E5.1 FOR BONDING CONNECTION TO THE REINFORCING STEEL IN THE WALL. CATHOLIC DIOCESE OF ORLANDO L SOULS B CATHOLIC COMMUNITYG %;num%;n buillLuirldu SANFORD, FLORIDA ........ ... C O. 19 G G F 1 1 2 3 En 14 0 7 F� 0 4' 8' 24' 1/8 is -091 8 B, RIDGE MOUNTED AIR T E0.1 E5.1 NOT TO SCALE LIGHTNING PROTECTION CABLE. COURSE CABLE TO THE NEAREST MAIN CON— DUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SPLICER. ROOF MATERIAL---, L (TYPE A) WATERPROOF BOOT THRU—ROOF CABLE CONNECTING ASSEMBLY WITH PIPE FLASHING AND 16mm (1/2) DIA. x 457mm (18") THREADED ROD. SECURE I I I BOOT TO ROOFING TO MAINTAIN INTEGRITY II II OF THE ROOF. II II I� iiTO CMU WALL C CONDUIT CONCEALED WITHIN WALL NSTRUCTION; EXIT AT `24" BELOW ISHED GRADE. SEAL ENDS OF CONDUIT MAKE WATER TIGHT. NOTE: COORDINATE USE AND INSTALLATION OF ALL MATERIALS WITH ROOF SYSTEM INSTALLER PRIOR TO COMMENCING WORK. o� THRUmROOF CONNECTION DETAIL 0 1 E51 NOT i0 SCALE SECONDARY BONDING -CABLE TO THE NEAREST ROOF CONDUCTOR AND CONNECT WITH SPLICER. INAL BONDING LUG. SECURE WITH 6mm (1/4") x 19mm (3/4") STAINLESS STEEL MACHINE SCREW AND 6mm (1/4") STAINLESS STEEL NUT. AIR TERMINAL WITH POINT EXTENDING A MINIMUM OF 254mm (10") ABOVE' TOP OF PARAPET. AIR TERMINAL BASE. SECURE IN PLACE WITH APPROPRIATE FASTENERS 'RIO QPM a4 PARAPET E0.1 I E5.1 NOT TO SCALE WATER TIGHT WITH DUCT SI TERMINAL BONDING LUG. SE WITH 6mm (1/4") x 19mm STAINLESS STEEL MACHINE AND 6mm (1/4") STAINLES NUT. 04 DOWN E5. 01 E5.1 NOT TO SCALE Q� QPM PARALLEL COMBINATION CABLE SPLICER. R� LIGHTNING PROTECTION CABLE. ,L (TYPE 131' r%flklla ^^'JDUCTOR IN CC ,LL CONSTRUCTION. FASTEN CABLE 900 mm (3'-0") O.C. MAX. -NOTECTION CABLE. COURSE CABLE TO THE NEAREST MAIN CONDUCTOR. TOR TO LOWER 203mm (8") RADIUS MIN. LESS THAN 203mm (8)" RADIUS 90' MIN. ACCEPTABLE 203mm (8") RADIUS NOT ACCEPTABLE rFZ TYPICAL CABLE E5.0 I E5.1 NOT TO SCALE NOT ACCEPTABLE DETAIL AREMENTS PMENT MOUNTED AIR TERMINAL (TYPE EO.1 I E5.1 NOT TO SCALE REBAR BONDING —DOWN CONDUCTOR r 5 DOWN C E5.0 I E5.1 NOT TO SCALE BONDING CABLE GROUND LOOP CONDUCTOR—N\N41:;W EXOTHERMIC WELD .TOR BONDING DETAIL d5 ntu�: `r^ 4 i Ff in i ,..—__.,_...,, taw' t .,....1 3. Architecture Al ,.rM,Km x Interior Design _ Y Q I 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32700-0730 (407) 847-1039 Telefax (407) 629-9409 4 B, RIDGE MOUNTED AIR T E0.1 E5.1 NOT TO SCALE LIGHTNING PROTECTION CABLE. COURSE CABLE TO THE NEAREST MAIN CON— DUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SPLICER. ROOF MATERIAL---, L (TYPE A) WATERPROOF BOOT THRU—ROOF CABLE CONNECTING ASSEMBLY WITH PIPE FLASHING AND 16mm (1/2) DIA. x 457mm (18") THREADED ROD. SECURE I I I BOOT TO ROOFING TO MAINTAIN INTEGRITY II II OF THE ROOF. II II I� iiTO CMU WALL C CONDUIT CONCEALED WITHIN WALL NSTRUCTION; EXIT AT `24" BELOW ISHED GRADE. SEAL ENDS OF CONDUIT MAKE WATER TIGHT. NOTE: COORDINATE USE AND INSTALLATION OF ALL MATERIALS WITH ROOF SYSTEM INSTALLER PRIOR TO COMMENCING WORK. o� THRUmROOF CONNECTION DETAIL 0 1 E51 NOT i0 SCALE SECONDARY BONDING -CABLE TO THE NEAREST ROOF CONDUCTOR AND CONNECT WITH SPLICER. INAL BONDING LUG. SECURE WITH 6mm (1/4") x 19mm (3/4") STAINLESS STEEL MACHINE SCREW AND 6mm (1/4") STAINLESS STEEL NUT. AIR TERMINAL WITH POINT EXTENDING A MINIMUM OF 254mm (10") ABOVE' TOP OF PARAPET. AIR TERMINAL BASE. SECURE IN PLACE WITH APPROPRIATE FASTENERS 'RIO QPM a4 PARAPET E0.1 I E5.1 NOT TO SCALE WATER TIGHT WITH DUCT SI TERMINAL BONDING LUG. SE WITH 6mm (1/4") x 19mm STAINLESS STEEL MACHINE AND 6mm (1/4") STAINLES NUT. 04 DOWN E5. 01 E5.1 NOT TO SCALE Q� QPM PARALLEL COMBINATION CABLE SPLICER. R� LIGHTNING PROTECTION CABLE. ,L (TYPE 131' r%flklla ^^'JDUCTOR IN CC ,LL CONSTRUCTION. FASTEN CABLE 900 mm (3'-0") O.C. MAX. -NOTECTION CABLE. COURSE CABLE TO THE NEAREST MAIN CONDUCTOR. TOR TO LOWER 203mm (8") RADIUS MIN. LESS THAN 203mm (8)" RADIUS 90' MIN. ACCEPTABLE 203mm (8") RADIUS NOT ACCEPTABLE rFZ TYPICAL CABLE E5.0 I E5.1 NOT TO SCALE NOT ACCEPTABLE DETAIL AREMENTS PMENT MOUNTED AIR TERMINAL (TYPE EO.1 I E5.1 NOT TO SCALE REBAR BONDING —DOWN CONDUCTOR r 5 DOWN C E5.0 I E5.1 NOT TO SCALE BONDING CABLE GROUND LOOP CONDUCTOR—N\N41:;W EXOTHERMIC WELD .TOR BONDING DETAIL d5 ntu�: `r^ 4 i Ff in sheet00 of 3 4 r i':.i ;rii., If III PIiP+ '. �. '.- I: _..._ I• .r...,.,.0 I If Ar1'I::,,,... it Itlll ...l.:i"f:..11ll 111 f"'I�l':flll]"I f'^I'i.,f' J M1li ..,_ _. � � + ...-. ii i,.. i. ___ ._..,...__. _ ___. _. -i i:.. . ..�:I .yk,�'. �{t z IFtX R0_OGERI IOVELOCK & FRIT7. INC.� taw' tX Architecture Engineering x Interior Design N 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32700-0730 (407) 847-1039 Telefax (407) 629-9409 4 License Number AA C000664 �t License Number EB 0000829 sheet00 of 3 4 r i':.i ;rii., If III PIiP+ '. �. '.- I: _..._ I• .r...,.,.0 I If Ar1'I::,,,... it Itlll ...l.:i"f:..11ll 111 f"'I�l':flll]"I f'^I'i.,f' J M1li ..,_ _. � � + ...-. ii i,.. i. ___ ._..,...__. _ ___. _. -i i:.. . ..�:I .yk,�'. UT 1;J HP3- HP2 - SURGE SUPPRESOR "SS 1" SPACE FOR DIV. 15 DDC WORKSTATION .............. ... . . .... ...... ... ........ . . .. . ......... ... 11 IM ..... .. .......... AC " E1"2 '' -, - � i, 18 ELEC �z 2 ROOMee DS20 RF LP2 LPl-32 23 LP2- 26,28 LP1 E DIMMER PROCESSOR RACK LPl-28 7, LDP DIMMER PANEL "DP1" IP" T -LDP, T -AUDIO RACK MOUNTED 41- T FRONT DIMMER PANEL DP2 ABOVE . . . . . . . . . ... .. ... . ............. AUDIO7- HP1 ENLARGED ELECTRIC E2.OIE6.1 SCALE: 1/4" = l' -O" TIME CLOCK "TC" LIGHTING CONTACTOR "LC -1"- C LP2-161 HP2- 8,10,12 D DC 03 LP2-14 ST-RP/1F_%i�Lu�uo 10 AHU VFD-AHU/1.2 0 1.2 ST-EF/1.2.1 HP3- 8,10,12 HP3- 13,15,17 oz ENLARGE E2.0jE6.1 SCALE: 1/4 IS = 1'-0 LPl-21 ........ ... .. .... I ROOM G39 RP 1 :AL ROOM G09 HP2- 2A6 13012) ( 72 '� ENLARGED COI ' E4.0 E6.1 SCALE: 1/4 it -O" HP2-1 LPl-17 rF2ENLARGED TOILET ROOM G34 E2.01E6.1 SCALE: 1/4 = it-ofl 2 E 1 - F- H I-_11 'I ; 111�1!" I f1j"r 11 "11-11),11r,'1111- :"III"' 1'j.1 DC 03 LP2-14 ST-RP/1F_%i�Lu�uo 10 AHU VFD-AHU/1.2 0 1.2 ST-EF/1.2.1 HP3- 8,10,12 HP3- 13,15,17 oz ENLARGE E2.0jE6.1 SCALE: 1/4 IS = 1'-0 LPl-21 ........ ... .. .... I ROOM G39 RP 1 :AL ROOM G09 HP2- 2A6 13012) ( 72 '� ENLARGED COI ' E4.0 E6.1 SCALE: 1/4 it -O" HP2-1 LPl-17 rF2ENLARGED TOILET ROOM G34 E2.01E6.1 SCALE: 1/4 = it-ofl 2 3 1 - F- H I-_11 'I ; 111�1!" I f1j"r 11 "11-11),11r,'1111- :"III"' 1'j.1 E2.0 E4.1 ENLARGED COMMUNICATIONS i00M G72 -POWER PLAN SCALE: 1/4" = l' -O" o, ENLARGED MECHANICAL E2.01E6.1 SCALE: 1/4IN = 1'-0' r4IIII ENLARGED 'MECHANICAL ROI E2.01E6.1 SCALE: 1/4 = it -on 4 5 G38 LP1 -25 G42 L r. Iq NOTES: KEYNOTES: 4" HIGH CONRETE PAD, EXTEND PAD 4" BEYOND TRANSFORMER ON (13 3/4" PLYWOOD FROM FINISHED FLOOR TO 8'-0' AFF. PAINT ALL SIDESft ALL SIDES. PROVIDE 1/2' BEVEL ON ALL EXPOSED EDGES. AND EDGES WITH TWO COATS OF WHITE FIRE RETARDANT PAINT. ROGERSj, L'OVELOCKS FRIT, INC' SEE D4/E7.1 FOR TRANSFROMER RACK DETAIL. 14 HINGED WALL BRACKET AND PATCH PANEL, TYPICAL FOR TWO. MOUNT g TOP WALL BRACKET AT 60" AFF TO TOP. Architecture 1 1/4"C - 2 #1 + 1 #6 GND. CONNECT PHASE CONDUCTOR TO THE on A Enj;iinieering I$ "A" PHASE OF THE TWO POLE CIRCUIT BREAKER. THE OTHER POLE (1D WALL MOUNTED FIBER OPTIC PATCH PANEL. MOUNT AT 6 AFF TO TOP. 1,jilrl SHALL NOT BE USED. Interior 0 6eign ,14 (16 WALL -MOUNT SHELF FOR OWNER PROVIDED NETWORKING EQUIPMENT 24"W x 18"H x 6"D SURFACE MOUNTED JUNCTION BOX WITH COVER. TYPICAL FOR TWO. MOUNT TOP SHELF AT 60 AFF TO TOP. MOUNT 145 Lincoln Avenue ar MOUNT 6" AFF TO BOTTOM OF BOX. BOTTOM SHELF AT 18" BELOW TOP SHELF. P.O. Box 7$0 Winter Park Florida 32790-0730 MOUNT TOGGLE SWITCH ADJACENT TO INSTANTANELIOS WATER HEATER, (ID STARTER AND DISCONNECT SWITCH SUPPORT RACK. SEE D2/E7.1 (407) 847-1039 ryJ FOR DETAIL. Talefax (407) 029-9409 UP TO DISCONNECT SWITCH DS2. SEE SHEET E2.1 FOR CONTINUATION. (1-8) UNDERGROUND SECONDARY TO PAD MOUNT TRANSFORMER. SEE License Number AA C000564 07 1" CONDUIT FROM SHELL SPACE G35. STUB -UP THROUGH FLOOR SHEET E1.1 FOR CONTINUATION AND E10.1 FOR SIZE. License Number EB 0000629 SLAB AND EXTEND TO CEILING SPACE. CAP AND MARK AS "SPARE project title & owner's name TO SHELL SPACE". TRANSISTION FROM PVC TO EMT WHERE CONDUIT (19 PROTECTOR BLOCKS PROVIDED BY BELL SOUTH. STUBS -UP THROUGH FLOOR SLAB. CATHOLIC DIOCESE 20 (2) 4" CONDUITS FOR BELL SOUTH TELEPHONE CABLES. SEE SHEET TO MAIN DISTRIBUTION PANEL "MDP . SEE SHEET E10.1 FOR E1.1 FOR CONTINUATION. OF ORLANDO CONDUIT AND WIRE SIZE. 21 STUB -UP 6" AFF AND PROVIDE BUSHING. f. (a) SEE SHEET E10.1 FOR CONDUIT AND WIRE SIZE. 22 4" CONDUIT FROM COMMUNICATIONS ROOM G12. STUB -UP 6" AFF AND 10 UP TO DISCONNECT SWITCH DS17. SEE SHEET E2.1 FOR CONTINUATION. PROVIDE BUSHING. ,R ALL SOULS "ll, (ID UP TO DISCONNECT SWITCH DS18. SEE SHEET E2.1 FOR CONTINUATION. 23 MOUNT DISCONNECT SWITCH ADJACENT TO AC/2. B DR' CATHOLIC COMMUNITY 12 UP TO DISCONNECT SWITCH DS19. SEE SHEET E2.1 FOR CONTINUATION. CHURCH BUILDING;`` SANFORD, FLORIDA I I fie A111an and Conrad, Inc. Structural Engineers Jn ARIM1110er Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/signature ik i'E KENDALL L. MASON, PE 52705 ENLARGED COMMUNICATIONS date ' D7 "I K ROOM G12 COMMUNICATIONS PLAN 16 JANUARY 2 0 0 6 7 E4.01 E6.1 SCALE: 1/4' 1-0" D job number 2037.04 Ct .Ah drawn by . .......... ... . ........ BKW chocked by 11 ru; KLM 11D� a revisions ENLARGED CHILLER YARD 77 E1.1 E6.1 SCALE: 1/4" = l' -O" 7 10) ,24 25 5 11 I shoot t1tio/contents E ENLARGED°`��ti PLANS s�� Y 11 I shoot t1tio/contents ENLARGED°`��ti PLANS Y F -il 1/4' o drawing number V d-, shoot. 00 of •a,� X E I I r --L— _Llff i_ _L til ROUND ALUMINUM POLE 13mm(1/2") CHAMFER, #6 AWG COPPER GROUND, BOND ALL EDGES. TO ALUMINUM POLE WITH TIN PLATED ALUMINUM LUG LISTED FOR COPPER TO �I LIII ALUMINUM CONNECTIONS. 24 FINISHED GRADE ° II PLI I .II II 1611 IIF� o r 300mm(12") ANCHOR BOLTS J_ . BRANCH CIRCUIT BRANCH CIRCUIT TO CONDUIT ° 72" NEXT FIXTURE. p CONCRETE BASE ° D. P 20mm(3/4") x 3.0m(10'-0") GROUND ROD D #4 VERTICAL REBARS AT o ° 150m(6") ON CENTER WITH #3 TIES AT 300mm(12") O.C.Lv ° 24" ROUND n TYPES "S1". 912"1 "SS" 8 99S6" POLE B E12.1 1 E7.1 NO SCALE AS F AS REQUIRED STARTER AND DISCONNECT rn SWITCH SUPPORT RACK DETAIL, E6.11 E7.1 NO KALE DETAIL t" REINFORCED CONCRETE TYP FOR 2. PROOF, GFI RECEPTACLE 1-5/8" GALVANIZED 1NNEL (TYPICAL) REINFORCED CONCRETE /2" BEVEL ON ALL EDGES. COPPER GROUND, BOND TO CHANNEL. ISHED GRADE 20mm(3/4") x 3.0m(10'-0") GROUND ROD EF -1 12 GAUGE TRANSFORMERDRYTYPE SERVED, STEEL CHANNEL, TYPICAL fy 1/2° HIGH LETTERS 480V) J PHASE ALL SOULS AND PHASE, B FED FROM HP1 CATHOLIC COMMUNITY 3�aTA HIGH LETTERS CORNER FITTING, 41mm (1 5/8") SQUARE, 12 GAUG TYPICAL FOR 8 STEEL CHANNEL, TYPICAL ass PANE FROM WHICH d93uh�L'^rQ'"i Yy: 1 EQUIPMENT IS SERVED, 3/8" HIGH LETTERS TYPICAL FOR: 1. DISCONNECT SWITCHES 2. INDIVIDUAL MOTOR STARTERS rn EQUIPMENT IDENTIFICATION LA E7.1 NO SCALE BOLLARD 13mm (1/2") CHAMFER, FINISHED GRADE ALL EDGES ANCHOR BOLTS - - 11, ir-n -IF - e a cJ 41 L= i #4 VERTICAL REBARS AT !1 4 1a 36 152mm (6") ON CENTER WITH #3 II " •d TIES AT 304mm (12") ON CENTER •�_,� BRANCH CIRCUIT BRANCH CIF CONDUIT NEXT FIXTUI CONCRETE BASE 12 ROUND A5 BOLLARD BASE DETAIL E13.1 E7.1 NO SCALE 41 mm (1 5/8") SQUARE, 12 GAUGE TRANSFORMERDRYTYPE STEEL CHANNEL, TYPICAL fy r FOR 2 ALL SOULS F� B CATHOLIC COMMUNITY " CORNER FITTING, 41mm (1 5/8") SQUARE, 12 GAUG TYPICAL FOR 8 STEEL CHANNEL, TYPICAL ass FOR 4 d93uh�L'^rQ'"i Yy: 1 100mm (4") HIGH CONCRETE PAD Ri DRY TYPE a yt r� Structural Engineers��, AR MillerEngineering, Inc. TRANSFORMER Civil Engineering Mrf;i. CONCRETE FLOOR SLAB Landscape Architecture POST BASE, TYPICAL FOR 4 y {� ° C seal/signature FASTEN TO CONCRETE SLAB WITH (4) EXPANSION ANCHORS. TYPICAL FOR EACH POST BASE. rDZ'** TRANSFORMER RACK DETAIL E6.1 I E7.1 NO SCALE TYPICAL FOR: 1. PANELBOARDS 2. TRANSFORMERS DETAIL rF4EOUIPMENT IDENTIFICATION LABEL - I E7.1 NO scn¢ I. 1 tt�s r r t s k Aft ow biLq I: ,at ii o- r urn; r �qw rti�ro� trr, e , F w'. D ROGERS, `LOVELOCK & FRITZ A1C. B' q,l u G Architecture A Engineering IJ ,� Interior Design y, 146 Lincoln Avenue ;a P.O. Box 730 Winter Park, Florida 32790-0730 (407) 647-1039 Telefax (407) 629-9409 �. Jpu License Number AA C000664 License Number ES 0000629 ' project title a!; owner's name CATHOLIC DIOCESE OF ORLANDO*x' d, f fy r ALL SOULS F� B CATHOLIC COMMUNITY " CHURCH BUILDING SANFORD, FLORIDAt arks ass d93uh�L'^rQ'"i Yy: 1 Ri Allan and Conrad, Onc• a yt r� Structural Engineers��, AR MillerEngineering, Inc. Civil Engineering Mrf;i. MAI Landscape Architects, inc. � k Landscape Architecture N?, y {� 3; C seal/signature k. k �,S 3, ,71 r ai rr ill' rs ti. F KENDALL L. MASON, PE 52705 date I ' +q1� 16 JANUARY 2006RW D Job number u " 2037.04 drawn by BKW Frig , t checked by K L M �k revisions Ifa: r r >y � f, 1 4r1; 1 h t M y. l VF = t; t , V �dxq i t Yu 'I sheet title/contents t; �u ELECTRICAL r DETAILS �Ar h, 310d}l yty* r £x hI drawing number r I i Tait 2 4 5 7 sheet o0 of ` f; r U11 C O 8 CNX-B2-W 2 BUTTON ENTRY STATION WITH .WHITE ARCHITECTURAL FACEPLATE AND CUSTOM ENGRAVING X F I PP � _8 0 CNX-B2-W 2 BUTTON ENTRY STATION WITH WHITE ARCHITECTURAL FACEPLATE AND CUSTOM ENGRAVING PP � B O CNX-B2-W 2 BUTTON ENTRY STATION WITH WHITE ARCHITECTURAL FACEPLATE AND CUSTOM ENGRAVING �Z O CNX CUSTOM STATION PRESET STATION WITH WHITE ARCHITECTURAL FACEPLATE AND CUSTOM ENGRAVING LOCATION: AS DIRECTED BY OWNER ALL EQUIPMENT TO BE CRESTRON NETWORK CABLE IN 1/2' CONDUIT I Y (6) STX-1700CW SMARTOUCH 2 -WAY WIRELESS TOUCHPANEL WITH WALL -MOUNT DOCKING ASSEMBLY, BACKBOX AND RF GATEWAY COMPATIBILITY LOCATION: AUDIO BOOTH -• • • rt 0 0 0 — I � I , u,rei v i.i'1 ag cREsmav LP1-28 STRFGWX 0 RF GATEWAY FOR USE WITH l I III RES TOUCHSCREEN — LOCATION: DIMMER ROOM /� fel RF drawn by a,� CRE87RON LP1-30 i, STRFGWX RF GATEWAY FOR USE WITH p TOUCHSCREEN p p LOCATION: AUDIO BOOTH TC (6) STX-1700CW SMARTOUCH 2 -WAY WIRELESS TOUCHPANEL WITH WALL -MOUNT DOCKING ASSEMBLY, BACKBOX AND RF GATEWAY COMPATIBILITY LOCATION: AUDIO BOOTH -• • • rt 0 0 0 — 19" RACK TO CONTAIN: 1-MC2E DIMMER PROCESSOR 1-C2NH BLOCK LPt-32 NOTE: THE SYSTEM SHOWN IS BASED ON CRESTRON SYSTEMS. INFORMATION IS AVAILABLE AT WWW.CRESTRON.COM OR BY CALLING 407.629.6100, JAYME SMOTHERS. I � I , u,rei v i.i'1 ✓, � �� 9 � ta.l.rir r � r a; JANUARY 2006 0 0 Ti ri TiTi l I III RES o — o drawn by o RACK CSiF3 i, 101 'OP1' 1 p E��o p p 19" RACK TO CONTAIN: 1-MC2E DIMMER PROCESSOR 1-C2NH BLOCK LPt-32 NOTE: THE SYSTEM SHOWN IS BASED ON CRESTRON SYSTEMS. INFORMATION IS AVAILABLE AT WWW.CRESTRON.COM OR BY CALLING 407.629.6100, JAYME SMOTHERS. TO EXTERIOR NON -DIM LOADS (H+N) TO LOADS (H+N) I � I , u,rei v i.i'1 ✓, � �� 9 � ta.l.rir r � r a; JANUARY 2006 0 ,:..r� ��rgy l I III RES 2037.04 0 DIMMER drawn by �J Ik RACK CSiF3 i, TO EXTERIOR NON -DIM LOADS (H+N) TO LOADS (H+N) DIMMER COUNT: 6-CNLDM-6, INCANDESCENT DIMMER MODULES (36 DIMMERS) 1-CNLGE-8, RELAY MODULE (8 RELAYS) 2 -CONSTANT CIRCUIT BREAKERS NOTE: EVERY CIRCUIT MUST HAVE A SEPARATE NEUTRAL (6) t ^y 57� 41 NOTES: KEY NOTES:, 0 TO PANEL "LDP". SEE SHEET E10.1 FOR CONDUIT AND WIRE SIZE. ROGIERS, `LOVELOCK°FRITZ, LIIVC. AArchitectures Engineering µ Interior Design ; 146 Lincoln Avenue pF' P.O. Box 730 Winter Park, ' Florida 32790-0750° X,�,: (407) 647-1039 Telefax (407) 629-9409; fif License Number AA C000564 License Number EB 0000029 ' project titlebowner's nameas� CATHOLIC DIOCESE' OF ORLANDO _ rt ALL SOULS f CATHOLIC COMMUNITY CHURCH BUILDING i SANFORD, FLORIDA TO DIMMED LOADS (H+N) fr+t ' E 6h v 16 JANUARY 2006 0 l I III RES 2037.04 0 DIMMER drawn by �J Ik RACK CSiF3 i, 'OP1' checked by E��o 01 01 DIMMER COUNT: 6-CNLDM-6, INCANDESCENT DIMMER MODULES (36 DIMMERS) 1-CNLGE-8, RELAY MODULE (8 RELAYS) 2 -CONSTANT CIRCUIT BREAKERS NOTE: EVERY CIRCUIT MUST HAVE A SEPARATE NEUTRAL (6) t ^y 57� 41 NOTES: KEY NOTES:, 0 TO PANEL "LDP". SEE SHEET E10.1 FOR CONDUIT AND WIRE SIZE. ROGIERS, `LOVELOCK°FRITZ, LIIVC. AArchitectures Engineering µ Interior Design ; 146 Lincoln Avenue pF' P.O. Box 730 Winter Park, ' Florida 32790-0750° X,�,: (407) 647-1039 Telefax (407) 629-9409; fif License Number AA C000564 License Number EB 0000029 ' project titlebowner's nameas� CATHOLIC DIOCESE' OF ORLANDO _ rt ALL SOULS f CATHOLIC COMMUNITY CHURCH BUILDING i SANFORD, FLORIDA TO DIMMED LOADS (H+N) fr+t a" Allan and Conrad, Onc. DIMMER COUNT: Structural Engineers 6-CNLDM-6, INCANDESCENT AIR Miller Engineering, Inc. DIMMER MODULES (36 DIMMERS) Civil Engineering; MAI Landscape Architects, Inc. r„ NOTE: EVERY CIRCUIT MUST Landscape Architecture HAVE A SEPARATE NEUTRAL :I 9�a C seal/signature ,. }5 "I KENDALL L. MASON, PE 52705 ; date ' E 6h v 16 JANUARY 2006 0 t 2037.04 0 CRESTRON DIMMER drawn by �J Ik aaac csrc—a i, noaz• checked by E��o a" Allan and Conrad, Onc. DIMMER COUNT: Structural Engineers 6-CNLDM-6, INCANDESCENT AIR Miller Engineering, Inc. DIMMER MODULES (36 DIMMERS) Civil Engineering; MAI Landscape Architects, Inc. r„ NOTE: EVERY CIRCUIT MUST Landscape Architecture HAVE A SEPARATE NEUTRAL :I 9�a C seal/signature ,. }5 "I KENDALL L. MASON, PE 52705 ; date ' E 6h v 16 JANUARY 2006 D job number 2037.04 i kS drawn by �J Ik B K Wer i, checked by E��o rr' KLM >� revisions a r f4 4 sheet title/contents DIMMING SYSTEM CONNECTION: lab: SII DIAGRAM CRESTRON DIMMER RACK CRESTRON DIMMER RACK CSTC-3 DIMENSTIONS: CSTC-3 DIMENSTIONS: ' 90"H X 35"W X 9.75"D 90"H X 35"W X 9.75"D fia II ,: 1 "=1" , drawing number a 21 A4 DIMMING SYSTEM. CONNECTION DIAGRAM E10.1 E9.2 NOT TO SCALE t t, i Ole sheet.. 00 of 2 3 4 5 // C®� 8 ' E 6h v w 4r ^' i kS A•� i, f4 4 sheet title/contents DIMMING SYSTEM CONNECTION: lab: SII DIAGRAM CRESTRON DIMMER RACK CRESTRON DIMMER RACK CSTC-3 DIMENSTIONS: CSTC-3 DIMENSTIONS: ' 90"H X 35"W X 9.75"D 90"H X 35"W X 9.75"D fia II ,: 1 "=1" , drawing number a 21 A4 DIMMING SYSTEM. CONNECTION DIAGRAM E10.1 E9.2 NOT TO SCALE t t, i Ole sheet.. 00 of 2 3 4 5 // C®� 8 n C a E J4 I 2 3 19F 5 STRUCTURE —FINISHED -CEILING COMBINATION VOICE/DATA OUTLET I VOICE DATA VOICE - 1-( I D 2 10 L _j A,(JD L -j B ---(JD L _j C 10 W WALL MOUNTED (Dj/ 12 COMBINATION VOICE/DATA FLOOR OUTLET 13 COMBINATION VOICE/DATA OUTLET 7 T VOICE ONLY OUTLET 9 D FINISHED FLOOR FLOOR SLAB 'T k� 7 777, F7 <10 rc, TYPICAL. E0.1 IE8.2 NOT TO SCALE Comm ROOM F VE*V I WIL0 1ULIr%IL E, , M CONTAL RISER DIAGRAM 7 KEY NOTES (DETAIL C1/E8.2): 4" SQUARE x 2-5/8" DEEP BOX WITH SINGLE GANG PLASTER RING AND MODULAR FACE PLATE. LABEL AS INDICATED. (D CATEGORY 5e RATED 8 POSITION MODULAR JACK. 1" CONDUIT TO ABOVE FINISHED CEILING. TWO 4 PAIR CATEGORY 5e, #24 AWG CABLES TO COMMUNICATIONS ROOM. CONNECT CABLES TO HORIZONTAL VOICE AND DATA PATCH PANEL. SEE VOICE AND DATA RISER DIAGRAM, F1/E8.2. (a) STUB CONDUIT OUT 3" MINIMUM ABOVE FINISHED CEILING. PROVIDE INSULATED BUSHING ON END OF CONDUIT (1) BLANK INSERT. ONE 4 PAIR CATEGORY 5e, #24 AWG CABLE TO COMMUNICATIONS ROOM. CONNECT CABLES TO HORIZONTAL VOICE AND DATA PATCH PANEL. SEE VOICE AND DATA RISER DIAGRAM, F1/E8.2. ROUTE CABLES ABOVE FINISHED CEILINGS THROUGH J HOOKS, FASTEN J HOOKS SECURELY TO STRUCTURE, AND SPACE NO MORE THAN 48" ON CENTER. (a) 1" CONDUIT. ROUTE BELOW FLOOR SLAB TO COMMUNICATIONS ROOM. SEE VOICE AND DATA RISER DIAGRAM, F1/E8.2. CONDUIT SHALL HAVE NO MORE THAN TWO 90* BENDS. PROVIDE A 4" SQUARE x 2-5/8" DEEP PULL BOX WHERE MORE THAN TWO 90' BENDS ARE REQUIRED. (1D TWO 4 PAIR CATEGORY 5e, #24 AWG OUTSIDE PLANT RATED CABLES TO COMMUNICATIONS ROOM. CONNECT CABLES TO HORIZONTAL VOICE AND DATA PATCH PANEL. SEE VOICE AND DATA RISER DIAGRAM, F1 /E8.2. (JD OUTLET ROUTING TYPE. SEE F1 /E8.2 FOR CORRESPONDING SPECIFIC OUTLETS. 12 STUB -UP CONDUIT IN COMMUNICATIONS ROOM G12. PROVIDE INSULATED BUSHING. (1D STUB -UP CONDUIT IN COMMUNICATIONS ROOM G42. PROVIDE INSULATED BUSHING. G 3/4" CONDUIT TO ABOVE ABOVE FINISHED CEILING. FLOOR 01 24 PORT HORIZONTAL CATEGORY 5e RATED PATCH PANEL ON HINGED 07 NOT USED. 12 (2) 2-1/2" CONDUITS FROM EAST TO WEST ACROSS (16 OUTSIDE PLANT COPPER BY TELEPHONE COMPANY. CATHOLIC DIOCESE WALL BRACKET. OF ORLANDO MAI Candace pe Architects, Inc. NAVE THROUGH WALL SPACE. SEE SHEET E4.0 FOR Landscape Architecture ALL SOULS 08 NETWORK ROUTER, HUB, OR SWITCH, NOT IN CONTRACT. CHURCH: -BUILDING CONDUIT LOCATIONS. ROUTE CABLES TO INDICATED 17 4" CONDUIT TO S.R. 46 FOR BELL SOUTH CABLES. 02 24 PORT VOICE BACKBONE PATCH PANEL ON HINGED WALL BRACKET. OUTLETS THROUGH THESE CONDUITS, AND PROVIDE SEE SHEET E1.1 FOR CONTINUATION. 09 FIBER OPTIC PATCH CORD, NOT IN CONTRACT. PULL STRING FOR FUTURE CABLES. 03 WALL MOUNTED 12 PORT FIBER OPTIC PATCH PANEL. 18 25 PAIR CATEGORY 3 RATED OUTSIDE PLANT CABLE. (ID CATEGORY 5e RATED PATCH CORD, NOT IN CONTRACT. Q) OUTLET ROUTING TYPE. SEE C1/E8.2 FOR SPECIFIC 1 6 JANUARY 2006 ���' 04 12 STRAND MULT1MODE OUTSIDE PLANT FIBER OPTIC CABLE. 2037.04 OUTLET ROUTING TYPE REQUIREMENTS. (19 4" CONDUIT BELOW FLOOR SLAB. 11 HORIZONTAL HORIZONTAL CABLES AND CONDUIT. SEE TYPICAL HORIZONTAL chocked by 05 25 PAIR CATEGORY 3 RISER RATED CABLE. revisions VOICE AND DATA HORIZONTAL RISER DIAGRAM, C1/E8.2 FOR 14 #6 AWG INSULATED GROUNDING CONDUCTOR. REQUIREMENTS. 06 COPPER PROTECTOR BLOCKS PROVIDED BY TELEPHONE COMPANY. (ID #6 AWG INSULATED GROUNDING CONDUCTOR TO BUILDING MAIN ELECTRICAL SERVICE GROUND. rF1'N\ VOICE AND DATA RISER DIAGRAM EO.1 IE8.2 NOT TO SCALE =A Et ---- LL qhs SPE da ROGERS, LOVELOCK & FRITZ, INC. a 4r Url� Architecture A Enoineering Int6rior Design 145 Lincoln Avenue P.O. Box 730 Wint 6r Park, Florida 32790-0730 (407) 847-1039 Telefax (407) 629-0409 License Number AA C000564 License Number ES 0000629 project title & owner's name "R AR Miller Engineering, Inc. rl CATHOLIC DIOCESE OF ORLANDO MAI Candace pe Architects, Inc. Landscape Architecture ALL SOULS B CATHOLIC COMMUNITYM CHURCH: -BUILDING '2 SANFORD, FLORIDA 11 A10an and Conrad, Inc. Structural Engineers AR Miller Engineering, Inc. rl Civil Engineering MAI Candace pe Architects, Inc. Landscape Architecture C seal/signature Iib Ctl KENDALL L. MASON, PE 52705 date 1 6 JANUARY 2006 ���' D Job number 2037.04 drawn by 13KW chocked by KLM revisions 11 F elf ll ...... . . . . . . shoot title/contents TELEPHONE SYSTEM CONNECTION. DIAGRAMS�' rr' ! ��: drawing number al� shoat 00 of 7 8 E F elf ll ...... . . . . . . shoot title/contents TELEPHONE SYSTEM CONNECTION. DIAGRAMS�' rr' ! ��: drawing number al� shoat 00 of 7 8 _+, II ! I I M I I , y DUCT SMOKE _ -------- TAMPER STATION.AETECTOR date 2 4 5 SWITCH t i .DIOCESE D job number} f.;/ OF ORLANDO I, M X 0 1 2 FIRE ALARM SYSTEM E INITIATION ACTION MANUAL PULL 0 1 2 FIRE ALARM SYSTEM SEQUENCE OF OPERATION INITIATION ACTION MANUAL PULL AREA SMOKE DUCT SMOKE WATER FLOW TAMPER STATION.AETECTOR date DETECTOR SWITCH SWITCH .DIOCESE D job number} I, r. OF ORLANDO I, b u BKW. �yyls ACTIVATE FIRE ALARM checked by JF KLM AUDIBLE & VISUAL 3, r ' X�; X �y DEVICES d% rei DISPLAY ALARM „ INDICATION 0 FACP & X,'n. X X REMOTE ANNUNCIATOR TRANSMIT ALARM SIGNAL, TO THE MONITORING X ;;X X X STATION RECORD INFORMATION 'ATION ' ~ X X .,ON"..CPU SHUT DOWN X X X AIR HANDLING UNITS DISPLAY SUPERVISORY X CONDITION 0 FACP TRANSMIT 'SUPERVISORY SIGNAL TO THE X MONITORING STATION ACTIVATE EXTERIOR x' BELL m 3 4 TYPICAL VOICE EVACUATION SPEAKER CIRCUIT TYPICAL NOTIFICATION APPLIANCE CIRCUIT —4q TYPICAL SIGNALING LINE CIRCUIT SIGNALING LINE CIRCUIT RM G02 RM G12 LP2-D 8 NOTE: INSTALL ALL FIRE ALARM SYSTEM WRING IN 3/4" CONDUIT UNLESS NOTED OTHERWISE. KEY NOTES: 01 TYPICAL MOTOR STARTER SERVING HVAC SYSTEM FAN. 02 CONTROL MODULE FOR FAN SHUT -DOWN. LOCATE WITHIN 36° OF MOTOR STARTER OR VARIABLE FREQUENCY DRIVE. 03 TYPICAL VARIABLE FREQUENCY DRIVE SERVING HVAC SYSTEM FAN. 04 CONNECT TO ADDITIONAL DEVICES. SEE COMMUNICATIONS FLOOR PLAN FOR QUANTITY. (D SIGNALING LINE CIRCUIT SERIES CONNECTED SURGE SUPPRESSOR WITHIN 3 FEET OF ENTRANCE TO 36" OF ENTRANCE TO FACILITY. 06 SIGNALING UNE CIRCUIT SERIES CONNECTED SURGE SUPPRESSOR AT POST INDICATOR VALVE (PIS EXTERIOR TO FACILITY. 07 INITIATING LINE CIRCUIT CONNECTING MONITOR MODULE TO INITIATING DEVICE. 08 3/4" CONDUIT WITH (1) 4 PAIR CATEGORY 5e RATED CABLE TO THE PATCH PANEL IN COMM. ROOM G12. TYPICAL ADDRESSABLE CLASS B rD 7FIRE ALARM DEVICECONNECTION DIAGRAM E0.11E8.2 NOT TO SCALE 5 7 3 A� is f l'+ lr ICY{ di 0v Rf ROC�iS, LOVELOCK & FRIT7. NSC. � Architecture , r A Engineering Interior Design 146 Lincoln Avenuet P.O. Box 730E 1 „ Winter Park, Florida 32790-0730 (407) 847-1039' S' Telefax (407) 829-9409 License Number AA C000564 ('' License Number EB 0000629 ri protect title & owner's name' " date 12 CATHOLIC , .DIOCESE D job number} I, r. OF ORLANDO I, b u BKW. �yyls I checked by JF KLM revisions Nj Yti x 47 ALL SOULS n CATHOLIC COMMUNITY CHURCH BUILDING t 4 ,t SANFORD, FLORIDA�'�, r f, ' Allan and Corneae, Inc. k, Structural Engineers ; ARF : Miller Engineering,_ Inc. � Civil Engineering MAI Landscape Architects. Inc. �r ; Landscape Architecture k C �. seal/signature �f E is I "r r� a r, I f� r ri KENDALL L. MASON, PE 52705 " date 12 16 JANUARY 2006,; , D job number} 2037.04 I, drawn by Vt BKW. �yyls checked by JF KLM revisions 3, a sheet title/contents FIRE ALARM SYSTEM CONNECTION M DIAGRAMS F drawing number I, ■ y, sheet 00 of I , testi Rr p ri k , Ed� N71 �yyls y!i s{ �y d% rei sheet title/contents FIRE ALARM SYSTEM CONNECTION M DIAGRAMS F drawing number I, ■ y, sheet 00 of I , testi Rr p Im 4 C�� Lo 0 2 1,11,, ;I a I 3 -1ti -- _ L2"1' _ 4 M N L 3 -POLE COMBINATION STARTER USED ', COMBINATION STARTER FOR FOR SINGLE PHASE MOTOR. L1 L2 L3 ENCLOSURE OPERATING HANDLE J OPERATING HANDLE COIL CLEARING CONTACTS TO CONTROL CIRCUIT. SEE � � 3 -POLE ADJUSTABLE MAGNETIC MOTOR CIRCUIT PROTECTOR C2/E9.1 FOR j j TO CONTROLI� I � 3 -POLE ADJUSTABLE MAGNETIC CIRCUIT, SEE ^-^ MOTOR CIRCUIT PROTECTOR SHUNT TRIP STATION '��1�- DIAGRAM C2/E9.1 FOR X2 i'-------- STARTER CONTACTSDIAGRAM _ STARTER CONTACTS 1 SOLD STATE OVERLOADS SOLID STATE OVERLOADS i � _i______ _ �--SHUNT TRIP CIRCUIT BREAKER CONTROL TRANSFORMER � �----------JE.� REMOTE DISCONNECT J REMOTE DISCONNECT 277V CIRCUIT, T2 T1 WHERE INDICATED ON 1 T2 T3 WHERE INDICATED ON SEE SHEET E10.1 POWER PLANS POWER PLANS MOTOR MOTOR SHUNT TRIP ENCLOSURE STARTER DIAGRAM - STARTER DIAGRAM — rA2 SINGLE PHASE MOTOR n5 THREE PHASE MOTORKA7�SHUNT. TRIP WIRING DIAGRAM E11.1 E9.1 NO SCALE E11.1 E9.1 NO SCALE E10.1 E9.1 NO SCALE 120V CONTROL CIRCUIT -- LP1-26 PE ROOF 4 4 TC RM. G09 1 5 - ---H .p � LC -1 2 HE ce 2 OL C CR LATCH A H C 00 �CR 2 uNUTcr{ e COIL CLEARING T1ME CLOCK CONTACT � CONTACTS lJ3 2 HPi-i SITE LIGHTING � HP1-2 SITE LIGHTINGHP1-3 KEY NOTES FOR MOTOR CONTROL DIAGRAM SITE LIGHTING 01 BUILDING MANAGEMENT SYSTEM CONTROLS BY DIVISION 15. '� HP1-4 � SITE LIGHTING I HP1-5 e -N SITE LIGHTING 02 DEVICE INCLUDED WITH MOTOR STARTER.. ' HP1-6 SITE LIGHTING 03 PILOT LIGHT SHALL ILLUMINATE WHEN MOTOR IS RUNNING. -i F- SPARE --II-� SPARE 04 FIRE ALARM SIGNALING UNE CIRCUIT (SLC). RM. G39 05 FIRE ALARM CONTROL MODULE WITH FORM "C" DRY CONTACT RATED KEY NOTES: FOR 20A, 120V. MOUNT IN 4" SQUARE BOX. PROVIDE BARRIER TO SEPARATE THE POWER -LIMITED AND NONPOWER -LIMITED WIRING. OO MECHANICAL TIME CLOCK WITH 7 DAY DIAL AND PHOTO CELL INTIATED/TIME SNATCH TERMINATED CONTROL INTERMATIC MODEL #T512118C. TYPICAL MOTOR MECHANICALLY HELD LIGHTING cz CONTROL SCHEMATIC. DIAGRAMrc-5 CONTACTOR LC -1 SCHEMATIC DIAGRAM E9.1 E9.1 NO SCALE E11.1 E9.1 NO SCALE I N M M 0 L.> ROGERS, LOVELOCK & FRITZ INC. Architecture A Engineering Interior Design 146 Lincoln Avenue P.O. Box 780 Winter Park, Florida 32790-0730 (407) 847-1039 Telefax (407) 829-9409 License Number AA C000564 License Number ES 0000829 project title & owner's name CATHOLIC DIOCESE OF ORLANDO ALL SOULS CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA Allan and Conrado Ona . Structural Engineers AIS Miller Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture j ZI II I ..... .... .. . L 2 4 5 A 750 KVA, 480Y/277V SEC VOLTAGE, UTILITY COMPANY I PAD MOUNT TRANSFORMER "T-1" 3 2 A Xn E= [F� 4 ST ST 3P -;P TJ 1200A r-�- J1,ET, GFI NEUT BUS GND BUS HMDP I19 1200A, 480V277V, 42kAIC 3P 3P 3P 3P 3P 3P 3P 3P 11PO-A 60A 1 OOA 250A 250A 450A 80A 300A 100A ET ET SPACE ONLY TYPICAL 140067-1 �4002 z 41-42-5-0) z 41-42-5-0) 1z 7-1-3 �35 0 FOR 6 ss SS -1 MR SS 13500 HP3 ss-43E5(1��D E CHILLER 1 2 3 D AUDIO SS -2 T -LDP T 10 42 4-2 5-0) LDP L) 3P 500A 600A, 30, 4W, 208/120V, 10kAIC I 3P 3P 3P 3P A 1 OOA 10 A TOOA 1-64-00-2-) 1-64-0052-) 1-64-31-0-) 1-64-3-1-05) N LP1 I LP2 DP1 M-) 'W AIV 4 '4T 7 NOTES: SHEET NOTES: 1. SEE SHEET E11.1 FOR ELECTRICAL FEEDER SCHEDULE. ROGEMERS, 10VELOCK & FRITZ, INC. Architecture KEY NOTES: A Engineering PRIMARY FEEDER PROVIDED BY FLORIDA POWER & LIGHT. SEE SHEET interior 'Design EM FOR CONTINUATION. 145 Lincoln.Avenue PROVIDE 1" RIGID GALVANIZED STEEL CONDUIT FOR CT WRING. 60 P.O. Box i Winter Park, Florida 32700-0730, PROVIDE METER BASE FOR UTILITY METER. MOUNT METER BASE ON (407) 847-1039 REINFORCED CONCRETE POST ADJACENT TO TRANSFORMER. COORDINATE Telefax (407) (129-9409 REQUIREMENTS WITH UTILITY COMPANY. License Number AA C000564 PROVIDE (4) 3" CONDUITS WITH (4) 350 kcmil IN EACH CONDUIT. License Number E9 0000629 project title & owner's name 05 277VAC SHUNT TRIP COIL, SEE A7/E9.1 FOR WIRING DIAGRAM. 1/2"C 2#12 + 1#12 GND. CATHOLIC DIOCESE OFORLANDO MAIN BONDING JUMPER. PROVIDE GROUNDING ELECTRODE CONNECTIONS AS FOLLOWS: a. 1"C WITH 1 #3/0 AWG CONTINUOUS COPPER GROUNDING ELECTRODE CONDUCTOR TO THREE 21 mm (3/4".) x 3m (10') GROUND RODS. SPACE ALL SOULS GROUNDS THE RODS AT 3m (10') ON CENTER. PROVIDE TEST WELL FOR B EACH GROUND ROD. CATHOLIC COMMUNITY b. 1"C WITH 1 #3/0 AWG CONTINUOUS COPPER GROUNDING ELECTRODE CHURCH BUILDING CONDUCTOR, BOND TO THE LIGHTNING PROTECTION SYSTEM GROUND LOOP SANFORD, FLORIDA CONDUCTOR, BUILDING STEEL AND THE BUILDING'S FOUNDATION REINFORCING BARS.r. c. 1"C WITH 1 #3/0 AWG CONTINUOUS COPPER GROUNDING ELECTRODE CONDUCTOR, BOND TO THE INTERIOR COLD WATER PIPING SYSTEM AT A POINT LOCATED NOT MORE THAN. 1.52m (5) FROM THE POINT OF ENTRANCE INTO THE BUILDING. PANEL SHALL BE UL LISTED FOR SERVICE ENTRANCE USE. A10an and Conrad, Inc. etr6ctural Engineers 10 PROVIDE GROUNDING ELECTRODE CONDUCTOR AS INDICATED ON THE DRY TYPE TRANSFORMER SCHEDULE, SHEET E11.1. AR Mifler Engineering, Inc. Civil Engineering MAI Landscape Architects, Inc. Landscape Architecture C seal/signature KENDALL L. MASON, PE 52705 date 16 JANUARY 2006 D Job number Eli 2037.04 J' xYf drawn by BKW chocked by K L:M revisions E V 4 shoot title/contents SINGLE -LINE DIAGRAM F drawing number 4 sheet 00 of 7 8 g� 1 0 N-) X 9) E CONDUIT AND WIRE SIZE (10, 2 WIRE + GND) AMPACITY QL01 2 1/2-C - 2#12 + 1#12 GND 20 12010 3/4"C - 2#10 + 1#10 GND 30 12008 3/4"C - 2#8 + 1#10 GND 50 77 1 "C - 2#6 + 1#8 GND 65 Q?004 1"C - 2#4 + 1#8 GND 85 (1-20-0--3) 1"C - 2#3 + 1#8 GND 100 12002 1 1/4"C - 2#2 + 1#6 GND 1 2 3 19? 5 1 1/2"C - 2#1/0 + 1#6 GND 150 7 1 0 N-) X 9) W FEEDER SCHEDULE E CONDUIT AND WIRE SIZE (10, 2 WIRE + GND) AMPACITY QL01 2 1/2-C - 2#12 + 1#12 GND 20 12010 W FEEDER SCHEDULE FEEDER NO. CONDUIT AND WIRE SIZE (10, 2 WIRE + GND) AMPACITY QL01 2 1/2-C - 2#12 + 1#12 GND 20 12010 3/4"C - 2#10 + 1#10 GND 30 12008 3/4"C - 2#8 + 1#10 GND 50 12006 -----' 1 "C - 2#6 + 1#8 GND 65 Q?004 1"C - 2#4 + 1#8 GND 85 (1-20-0--3) 1"C - 2#3 + 1#8 GND 100 12002 1 1/4"C - 2#2 + 1#6 GND 115 12001 1 1/4"C - 2#1 + 1#6 GND 130 121 /0 1 1/2"C - 2#1/0 + 1#6 GND 150 122/0 1 1/2"C - 2#2/0 + 1#6 GND 175 123/0 2"C - 2#3/0 + 1#6 GND 200 12006 1 "C - 3#6 + 1 #6 GND 15 FEEDER NO. CONDUIT AND WIRE SIZE (30, 3 WIRE GND) AMPACITY 13012 1/2"C - 3#12 + 1#12 GND 20 13010 3/4"C - 3#10 + 1#10 GND 30 (13-0-0-8) 3/4"C - 3#8 + 1#10 GND 50 13006 1'-'C 3#6 + 1#8 GND 65 13004 1"C - 3#4 + 1#8 GND 85 13003 1 "C - 3#3 + 1#8 GND 100 (a q �O2 1 1/4"C - 3#2 + 1#6 GND 115 13001 1 1/4"C - 3#1 + 1#6 GND 130 (a3l�/O 1 1/2-C - 3#1/0 + 1#6 GND 150 132/0 1 1/2"C - 3#2/0 + 1#6 GND 175 1331--0) 2"C - 3#3/0 + 1#6 GND 200 134/_0 2"C - 3#4/0 + 1#4 GND 230 (1-32-5-0) 2"C - 3#250 KCMIL + 1#4 GND 255 13300 2 1/2"C - 3#300 KCMIL + 1#4 GND 285 13350 2 1/2"C - 3#350 KCMIL + 1#3 GND 310 13400 YC - 3#400 KCMIL + 1#3 GND 335 13500 YC - 3#500 KCMIL + 1#3 GND 380 233 TWO 2"C WITH 3#3/0 + 1#3 GND IN EACH CONDUIT 400 234/0 TWO 2"C WITH 3#4/0 + 1#2 GND IN EACH CONDUIT 460 (2-3-25--0) TWO 2 1/2"C WITH 3#250 KCMIL + 1#1 GND IN EACH CONDUIT 510 23350 TWO 2 1/2"C WITH 3#350 KCMIL + 1#1 GND IN EACH CONDUIT 620 23500 TWO 3"C WITH 3#500 KCMIL + 1#1/0 GND IN EACH CONDUIT 760 33300 THREE 2 1/2"C WITH 3#300 KCMIL + 1#2/0 GND IN EACH CONDUIT 855 33350 THREE 2 1/2"C WITH 3#350 KCMIL + 1#2/0 GND IN EACH CONDUIT 930 33400 THREE YC WITH 3#400 KCMIL + 1#3/0 GND IN EACH CONDUIT 1005 43350 FOUR 2 1/2"C WITH 3#350 KCMIL + 1#3/0 GND IN EACH CONDUIT 1240 100 175A 143 0 FEEDER NO. CONDUIT AND WIRE SIZE (30, 4 WIRE + GND) AMPACITY (1-40-1-2) 1/2"C - 4#12 + 1#12 GND 20 14010 3/4-C - 4#10 + 1#10 GND 30 14008 1"C - 4#8 + 1#10 GND 50 (14006) 1 "C - 4#6 + 1#8 GND 65 14004 1 1/4"C - 4#4 + 1#8 GND 85 14003 1 1/2"C - 4#3 + 1#8 GND 100 14002 1 1/2"C - 4#2 + 1#6 GND 115 14001 2"C - 4#1 + 1#6 GND 130 141/0 2"C - 4#1/0 + 1#6 GND 150 142Z0 2"C - 4#2/0 + 1#6 GND 175 1�/Q 2 1/2-C - 4#3/0 + 1 #6 GND 200 144/0 2 1/2"C - 4#4/0 + 1 #4 GND 230 (1-42-5-0) A - 4#250 KCMIL + 1#4 GND 255 14300 A - 4#300 KCMIL + 1#4 GND 285 (a A �5O A - 4#350 KCMIL + 1#3 GND 310 (144@ YC - 4#400 KCMIL + 1#3 GND 335 OA500 D 3 1/2"C - 4#500 KCMIL + 1#3 GND 380 243/0 TWO 2 1/2"C WITH 4#3/0 + 1#3 GND IN EACH CONDUIT 400 244/0 TWO 2 1/2-C WITH 4#4/0 + 1#2 GND IN EACH CONDUIT 460 (24250) TWO YC WITH 4#250 KCMIL + 1#1 GND IN EACH CONDUIT 510 24350 TWO YC WITH 4#350 KCMIL + 1#1 GND IN EACH CONDUIT 620 24500 TWO 3 1/2"C WITH 4#500 KCMIL + 1#1/0 GND IN EACH CONDUIT 760 34300 THREE YC WITH 4#300 KCMIL + 1#2/0 GND IN EACH CONDUIT 855 3435-0 THREE YC WITH 4#350 KCMIL + 1#2/0 GND IN EACH CONDUIT 930 �400 THREE YC WITH 4#400 KCMIL + 1#3/0 GND IN EACH CONDUIT 1005 44350 FOUR A WITH 4#350 KCMIL + 1#3/0 GND IN EACH CONDUIT 1240 FEEDER SCHEDULE NOTES: 1. ALL CONDUCTOR AMPACITIES ARE BASED ON 750 C COPPER CONDUCTORS. 2. ALL CONDUIT SIZES ARE BASED ON ELECTRICAL METALLIC TUBING (EMT) WITH TYPE THHN/THWN COPPER CONDUCTORS. ADJUST CONDUIT SIZE AS REQUIRED FOR OTHER CONDUIT MATERIALS AND CONDUCTOR TYPES. MOTOR BRANCH CIRCUIT .SCHEDULE CIRCUIT NO. CONDUIT AND WIRE SIZE (120V OR 208V, 10) HORSEPOWER AMPACITY 11012 1/2"C - 2#12 + 1#12 GND 1/4 1/2 20A 11010 3/4"C - 2#10 + 1#10 GND 3/4 30A 1008) 3/4"C - 2#8 + 1#8 GND INSTANTANEOUS WATER HEATER (WITHOUT TANK) 50A 01006) 3/4-C - 2#6 + 1#6 GND LC -1 65A CIRCUIT NO. CONDUIT AND WIRE SIZE (208V, 30) HORSEPOWER AMPACITY (1-20-1-2-) 1/2"C - 3#12 + 1#12 GND 1/2 - 3 20A 12010 3/4"C - 3#10 + 1#10 GND 5 30A 2008) 3/4"C - 3#8 + 1#8 GND 7 1/2 - 10 50A 12006 1 "C - 3#6 + 1 #6 GND 15 65A 12004 1"C 1"C - 3#4 + 1#6 GND 20 85A 12003 1 1/4"C - 3#3 + 1#6 GND 25 100A (1-2 �OO 2 1 1/4-C - 3#2 + 1#4 GND 30 115A OTM 1 1/2"C - 3#1 /0 + 1#4 GND 40 150A 123 0 2"C - 3#3/0 + 1#3 GND 50 200A 124 0 2-C - 3#4/0 + 1#2 GND 60 230A 12300 2 1/2"C - 3#300KCMIL + 1 #1 GND 75 285A 12500 YC - 3#500KCMIL + 1#1/0 GND 100 380A 224 0 TWO 2-C, WITH 3#4/0 + 1#2/0 GND IN EACH 125 460A 22250 TWO 2 1/2-C, WITH 3#250KCMIL + 1#2/0 GND IN EACH 150 510A 22400 TWO 3-C, WITH 3#400KCMIL + 1#3/0 GND IN EACH 200 670A CIRCUIT NO. CONDUIT AND WIRE SIZE (480V, 30) HORSEPOWER AMPACITY 14012 1/2"C - 3#12 + 1#12 GND 1/2 7 1/2 20A 14010 3/4-C - 3#10 + 1#10 GND 10 15 30A 14008 3/4-C - 3#8 + 1 #8 GND - 20 25 50A 14006 1"C - 3#6 + 1#6 GND 600V 30 40 65A 14004 1"C - 3#4 + 1#6 GND 50 85A 14003 1 1/4"C - 3#3 + 1 #6 GND 60 100A 14001 1 1/2"C - 3#1 + 1 #4 GND 75 130A 142 0 1 1/2"C - 3#2/0 + 1#3GND 100 175A 143 0 2"C 3#3/0 + 1#3 GND 125 200A 144 0 2-C 3#4/0 + 1#2 GND 150 230A 14350 P-1VOC - 3#350KCMIL + 1 #1 GND 200 310A MOTOR BRANCH CIRCUIT SCHEDULE NOTES: 1. ALL CONDUCTOR AMPACITIES ARE BASED ON 75* C COPPER CONDUCTORS. 2. ALL CONDUIT SIZES ARE BASED ON ELECTRICAL METALLIC TUBING (EMT) WITH TYPE THHN/THWN COPPER CONDUCTORS. ADJUST CONDUIT SIZE AS REQUIRED FOR OTHER CONDUIT MATERIALS AND CONDUCTOR TYPES. LIGHTING CONTACTOR SCHEDULE CONTACTOR DESIGNATION No. OF POLES CONTACT RATING COIL VOLTAGE ENCLOSURE LOCATIONDIAGRAM WRING REFERENCE CONTACTOR TYPE NOTES STARTER LOCATION STARTER DIAGRAM REFERENCE MOTOR CIRCUIT PROTECTOR SIZE El Imi/i INSTANTANEOUS WATER HEATER (WITHOUT TANK) 277V, 10 'MECHANICALLY - LC -1 8 20A 120V NEMA 1 G39 C5/E9.1 HELD .1 NOTE: PROVIDE LABEL FOR ALL CIRCUITS CONNECTED TO THE LIGHTING CONTRACTOR INCLUDING PANEL BOARD NAME AND CIRCUIT NUMBER. EQUIPMENT CONNECTION SCHEDULE CONNECTION DESIGNATION EQUIPMENT NUMBER DESCRIPTION VOLTAGE RATING AND PHASE EQUIPMENT FLA NOTES CURRENT RATING ENCLOSURE NOTES STARTER LOCATION STARTER DIAGRAM REFERENCE MOTOR CIRCUIT PROTECTOR SIZE El Imi/i INSTANTANEOUS WATER HEATER (WITHOUT TANK) 277V, 10 11A - E2 WH/1 WATER HEATER (WITH TANK) 480V, 30 10.8A - E3 AC/1 AC/1 208V, 10 0.53A - E4 CU/1 CU/1 208V, 10 10.5A - E5 CH/1 CHILLER 480V, 30 343A - E6 DH DUCT HEATER 480V, 30 CU/2 EXTERIOR E7 DC DIGITAL CONTROLLER 120V, 10 2A EF/1.2.1 E8 BC BUILDING STAND ALONE CONTROLLER 120V, 10 2A 2 E9 NEMA 1 IRRIGATION CONTROLLER 120V, 10 AC/1 G12 E10 FCU/A FAN COIL UNIT 480V, 30 9A 15A Ell CU/1 LIFT STATION 480VO 30 7.6A 2 E12 AC/2 AC/2 208V, 10 1.6A - E13 CU/2 CU/2 208V, 30 16.8A 1 DISCONNECT SWITCH SCHEDULE DISCONNECT DESIGNATION EQUIPMENT SERVED DISCONNECT LOCATION DISCONNECT TYPE VOLTAGE RATING POLES CURRENT RATING ENCLOSURE NOTES STARTER LOCATION STARTER DIAGRAM REFERENCE MOTOR CIRCUIT PROTECTOR SIZE SHORT CIRCUIT CURRENT RATING NEMA SIZE NEMA ENCLOS. NOTES DS1 WH/1 G09 NON-FUSED 600V 3 30A NEMA1 ELEC RM G39 DS2 EF/1.2.2 ROOF NON-FUSED 600V 3 30A NEMA 3R 7A DS3 FCU/A G06 NON-FUSED 600V 3 30A NEMA 1 .4 DS4 CU/2 EXTERIOR NON-FUSED 240V 3 30A NEMA 3R EF/1.2.1 DS5 AUDIO RACK G12 NON-FUSED 240V 2 200A NEMA 1 NEMA 1 DS6 AC/1 G12 NON-FUSED 240V 2 30A NEMA 1 15A DS7 CU/1 EXTERIOR NON-FUSED 240V 2 30A NEMA 313 - DS8 CH/1 EXTERIOR NON-FUSED 600V 3 600A NEMA 3R 1 DS9 DH 1.1.1 G38 NON-FUSED GOON 3 30A NEMA 1 - DS10 DH 1.1.2 G38 NON-FUSED 600V 3 30A NEMA 1 30A DS1 1 DH/1.1.3 G38 NON-FUSED 600V 3 30A NEMA 1 kr .rt DS12 DH/1.2.1 G09 NON-FUSED 600V 3 60A NEMA 1 DS13 DH 1.2.2 G09 NON-FUSED 600V 3 60A NEMA 1 DS14 DH/1.3.1 G42 NON-FUSED 600V 3 60A NEMA 1 - DS15 DH/1.3.2 G42 NON-FUSED 600V 3 60A NEMA 1 - DS16 DH/1.4.1 G06 NON-FUSED 600V 3 30A NEMA 1 - DS17 EF/1.2.1 ROOF NON-FUSED 240V 2 30A NEMA 3R - DS18 EF 1.1.1 ROOF NON-FUSED 240V 2 30A NEMA 3R - DS19 EF/1.3.1 ROOF NON-FUSED 240V 2 30A NEMA 3R - DS20 AC/2 G39 NON-FUSED 240V 2 30A NEMA 1 DISCONNECT SWITCH SCHEDULE NOTES: 1. PROVIDE ADDITIONAL LUG CONNEC11ONS SUITABLE FOR TERMINATING THE #12 AWG CONDUCTORS FOR THE SURGE SUPPRESSOR. MOTOR STARTER SCHEDULE EQUIPMENT DESIGNATION MOTOR STARTER REPETITIVE SURGE CAPACITY/PHASE STARTER DESIGNATION EQUIPMENT SERVED HORSEPOWER OPERATING VOLTAGE AND PHASE FLA STARTER LOCATION STARTER DIAGRAM REFERENCE MOTOR CIRCUIT PROTECTOR SIZE SHORT CIRCUIT CURRENT RATING NEMA SIZE NEMA ENCLOS. NOTES SS -1 MDP 480Y/277V, 30, 5W 200,000A L -G, L -N, L -L, N -G NEMA TYPE 1 SERVICE ENTRANCE 35,000A ELEC RM G39 SS -2 ST-RP/1 RP/1 1/4 120V, 10 5.8 SUB -PANEL RATED A2 E9.1 7A 22kA 0 NEMA1 - ST -EF 1.1.1 ST-EF/1.1.1 EF/1.1.1 1/20 120V, 10 .4 _G09 G38 A2 E9.1 3A 22kA 0 NEMA 1 - ST -EF 1.2.1 ST-EF/1.2.1 EF/1.2.1 1/4 120V,. 10 5.8 G09 A2 E9.1 7A 22kA 0 NEMA 1 - ST -EF 1.2.2 ST-EF/1.2.2 1.2.2 1/2 480V, 30 7.2 G09 A5 E9.1 15A 22kA 0 NEMA 1 - ST -EF 1.3.1 ST-EF/1.3.1 EF/1.3.1 1/15 120V, 10 .5 G42 A2 E9.1 3A 22kA 0 NEMA 1 - ST -P/1 P/1 15 480V, 30 21 EXTERIOR A5 E9.1 30A 22kA 2 NEMA 3R 1 ST -P/2 P/2 15 480V, 30 21 EXTERIOR A5 E9.1 30A 22kA 2 NEMA 3R 1 tp kr .rt MOTOR STARTER SCHEDULE NOTES: 1. PROVIDE ADDITIONAL LUG CONNECTIONS SUITABLE FOR TERMINATING THE #12 AWG CONDUCTORS FOR THE SURGE SUPPRESSOR. TRANSIENT VOLTAGE. SURGE SUPPRESSOR SCHEDULE EQUIPMENT DESIGNATION EQUIPMENT OR PANEL SERVED VOLTAGE RATING AND CONFIGURATION REPETITIVE SURGE CAPACITY/PHASE PROTECTION MODES ENCLOSURE CATEGORY TYPE SHORT CIRCUIT RATING NOTES ENCLOSURE VIA 1/2- NIPPLE. POINT OF TERMINATION SEE NOTE NO. 1 Landscape Archltecture SS -1 MDP 480Y/277V, 30, 5W 200,000A L -G, L -N, L -L, N -G NEMA TYPE 1 SERVICE ENTRANCE 35,000A ELEC RM G39 SS -2 AUDIO 480Y/277V, 30, 5W 120,000A L -G, L -N, L -L, N -G NEMA TYPE 1 SUB -PANEL RATED 25,000A - SS -3 CH/1 480V, 30, 4W 120,000A L- G. L- L NEMA TYPE 313 SUB -PANEL RATED 25,000A 1 SS -4 P/1 480V, 30, 4W 120,000A L- G, L- L NEMA TYPE 3R SUB -PANEL RATED 25,000A 1 SS -5 P/2 480V, 30, 4W 120,000A L- G, L- L NEMA TYPE 3R SUB -PANEL RATED 25,000A 1 TRANSIENT VOLTAGE SURGE SUPPRESSOR SCHEDULE NOTES: 1. MOUNT TO THE BOTTOM OR SIDE OF ENCLOSURE VIA 1/2- NIPPLE. DRY TYPE TRANSFORMER SCHEDULE TRANSFORMER DESIGNATION SIZE KVA PHASE TRANSFORMER LOCATION PRIMARY VOLTAGE SECONDARY VOLTAGE MOUNTING GROUNDING ELECTRODE CONDUCTOR NOTES CONDUCTOR SIZE CONDUIT SIZE POINT OF TERMINATION SEE NOTE NO. 1 Landscape Archltecture Y FY C seal/signature T -AUDIO 45 3 ELEC RM G39 480V DELTA 208Y/120V RACK #6 AWG 3/4- HMDP - T -LDP 150 3 ELEC RM G39 480V DELTA 208Y/120V FLOOR #2/0 AWG 1° HMDP M, ie� Ir Ihd "D� El U at 2131 ROGE'R%, LOVELOCKFRITZ, INC. T_ Archite0i#e °f,jf A EngineerII6"' Interior Design 9" 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730 (407) 847-1039gg "N' A Teletax (407) 829-9409 ar License Number AA C000584ar Lice nee Number EB 0000629 project title as, owner's name '2 01 CATHOLIC DIOCESE OF ORLANDO Si IQ ALL SOULS B CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA 0 4 irk F aI DRY TYPE TRANSFORMER SCHEDULE NOTES: ra drawing number 1. TERMINATE GROUNDING ELECTRODE CONDUCTOR ON THE GROUND BUS IN THE MAIN DISTRIBUTION PANEL "HMDP PROVIDE GROUNDING BUSHINGS AT BOTH ENDS OF AND BOND TO EQUIPMENT HOUSING WITH A #8 AWG COPPER GROUNDING CONDUCTOR. A00an and Conrad. Onc. Structural Engineers AR M1110er Engineering, Inc. ii �i 4 Civil Engineering MAI Landscape Architects, Inc. Landscape Archltecture Y FY C seal/signature 6 kl M, "M KENDALL L. MASON, PE 52705 date: 16 , JANUARY 2006 D job number 2037.04at g drawn by t. f. BKW chocked by f. KLM revisions ad ERi tp kr .rt kU till sheet title/contents.a 1 1�� ELECTRICAL ; f .SCHEDULES 16 fit tip, kPi_ 14 F aI DRY TYPE TRANSFORMER SCHEDULE NOTES: ra drawing number 1. TERMINATE GROUNDING ELECTRODE CONDUCTOR ON THE GROUND BUS IN THE MAIN DISTRIBUTION PANEL "HMDP PROVIDE GROUNDING BUSHINGS AT BOTH ENDS OF AND BOND TO EQUIPMENT HOUSING WITH A #8 AWG COPPER GROUNDING CONDUCTOR. shoot :00 of 8 I IP I I I l L- i k 1 I L r 1 I i 1 2 3 4 0 A E DIMMING PANEL SCHEDULE DPI ._._::::gym ..�... -.-� -, �. -.... _ ....,...�... m�...... .....� ..-,.1 , 5 LOAD TYPE CONTROL 7 PANEL NAME: DP1 ENCLOSURE: NEMA 1 BUS RATING: 200A LOCATION: RM. G39 MOUNTING: SURFACE WITHSTAND RATING: 10,000A FED FROM: MDP VOLTAGE: 120/208V, 3 PHASE, 4 WIRE PANEL LOAD: 36887W/102A CIRCUIT LOAD DESCRIPTION/FIXTURE TYPE LOAD (WATTS) CIRCUIT BREAKER VOLT/TRIP/POLES LOAD TYPE CONTROL NOTES 1 G02, NARTHEX CHANDELIER FIXTURES 800 120V/20A/1P INCANDESCENT DIMMING 2 G02, NARTHEX CHANDELIER FIXTURES 600 120V/20A/1P INCANDESCENT DIMMING 3 G02, NARTHEX CHANDELIER =FIXTURES 800 120V/20A/1P INCANDESCENT DIMMING 4 G02, NARTHEX CHANDELIER FIXTURES 600 120V/20A/1P INCANDESCENT DIMMING 5 G14, NAVE CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 6 G14, NAVE CHANDELIER FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING 7 G14, NAVE CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 8 G14, NAVE CHANDELIER FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING 9 G14, NAVE CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 10 G14. NAVE CHANDELIER FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING 11 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 12 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 13 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 14 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 15 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 16 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 17 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 18 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 19 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 20 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 21 G21, TRANS. CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 22 G21, TRANS. CHANDELIER FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING 23 G21, TRANS. CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 24 G21, TRANS. CHANDELIER FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING 25 G21, TRANS. CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 26 G21, TRANS. CHANDELIER FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING 27 G25, SHRINE TRACK LIGHTING 500 120V/20A/1P INCANDESCENT DIMMING 28 G14. NAVE WALL MOUNTED FIXTURES 1050 120V/20A/1P INCANDESCENT DIMMING 29 G24, G19, SHRINE RECESSED INCANDESCENT FIXTURES 400 120V/20A/1P INCANDESCENT DIMMING 30 G23, G20, G16, SIDE ISLE RECESSED FLUORESCENT FIXTURES 627 120V/20A/1P FLUORESCENT DIMMING 1 31 G21, TRANS WALL MOUNTED FIXTURES 600 120V/20A/1P INCANDESCENT DIMMING 32 SPARE - 600 120V/20A/1P INCANDESCENT DIMMING 33 G14, NAVE CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 34 G14, NAVE CHANDELIER' FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING 35 SPARE 120V/20A/1P INCANDESCENT 36 SPARE 120V/20A/1P INCANDESCENT 37 EXTERIOR FIXTURES 1260 120V/20A/1P INCANDESCENT RELAY MODULE 3 38 G01, EXTERIOR NARTHEX FIXTURES 850 120V/20A/1P INCANDESCENT RELAY MODULE 3 39 G01, EXTERIOR NARTHEX FIXTURES 900 120V/20A/1P INCANDESCENT RELAY MODULE 3 40 SPARE 120V/20A/1P 41 SPARE 120V/20A/1P 42 SPARE 120V/20A/1P 43 SPARE 120V/20A/1P 44 SPARE 120V/20A/1P 45 CONSTANT 120V/20A/1P FLUORESCENT NONE 2 46 CONSTANT 120V/20A/1P FLUORESCENT NONE 2 NOTES: 1. DIMMING BALLAST MUST BE ADVANCE MARK X. 2. CONSTANT FOR EMERGENCY BATTERY PACKS. 3. PROVIDE TIME CLOCK OPERATION. HOURS OF OPERATION AS DIRECTED BY OWNER. 2 3 DIMMING PANEL SCHEDULE s r. a rr � to k, t t I1' s .@ 4 � s � +r � k i i �� 1 ✓� MR ryf t v ROC,ERS, LOVELOCK & FRTZIr SIC. Architecture DP2 ur® A En' ring 4 PANEL NAME: DP2 ENCLOSURE: NEMAII BUS RATING: 200A LOCATION: RM. G39 MOUNTING: SURFACE WITHSTAND RATING: 10,000A FED FROM: MDP VOLTAGE: 120/208V, 3 PHASE, 4 WIRE PANEL LOAD: 33077W/92A CIRCUIT LOAD DESCRIPTION/FIXTURE TYPE LOAD (WATTS) CIRCUIT BREAKER VOLT/TRIP/POLES LOAD TYPE CONTROL NOTES 1 G02, NARTHEX CHANDELIER FIXTURES 800 120V/20A/1P INCANDESCENT DIMMING 2 G02, NARTHEX CHANDELIER FIXTURES 600 120V/20A/1P INCANDESCENT DIMMING 3 G14, NAVE CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 4 G14, NAVE CHANDELIER FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING 5 G14, NAVE CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 6 G14, NAVE CHANDELIER FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING 7 G14, NAVE CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 8 G14, NAVE CHANDELIER FIXTURES 1000 120V/20 11INCANDESCENT DIMMING 9 G14, NAVE CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 10 G14, NAVE CHANDELIER FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING 11 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 12 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 13 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 14 G260 SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 15 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 16 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 17 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 18 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 19 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 20 G26, SANCTUARY TRACK LIGHTING 1250 120V/20A/1P INCANDESCENT DIMMING 21 G30, TRANS. CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 22 G30, TRANS. CHANDELIER FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING 23 G30, TRANS. CHANDELIER FIXTURES 1200 120V/20A/1 P INCANDESCENT DIMMING 24 G30, TRANS. CHANDELIER FIXTURES 1000 120V/20A/1 P INCANDESCENT DIMMING 25 G30, TRANS. CHANDELIER FIXTURES 1200 120V/20A/1P INCANDESCENT DIMMING 26 G30, TRANS. CHANDELIER FIXTURES 1000 120V/20A/1P INCANDESCENT DIMMING - 27 G31, SHRINE TRACK LIGHTING 500 120V/2OA/1P INCANDESCENT DIMMING 28 G14, NAVE WALL MOUNTED FIXTURES 1050 120V/20A/1P INCANDESCENT DIMMING 29 G29, G17, SHRINE RECESSED INCANDESCENT FIXTURES 400 120V/2OA/1P INCANDESCENT DIMMING 30 G28, G18, G15, SIDE ISLE RECESSED FLUORESCENT FIXTURES 627 120V/20A/1P FLUORESCENT DIMMING 1 31 G30 TRANS WALL MOUNTED 600 120V/20A/1P INCANDESCENT DIMMING 32 G22 BAPT TRACK LIGHTING 600 120V/20A/1P INCANDESCENT DIMMING 33 SPARE 120V/2OA/1P 34 SPARE 120V/20A/1P 35 SPARE 120V/20A/1P 36 SPARE 120V/20A/1P NOTES: 1. DIMMING BALLAST MUST BE ADVANCE MARK X. 2. CONSTANT FOR EMERGENCY BATTERY PACKS. Interior Design 145 Lincoln Avenue P.O. Box 730 Winter Park. Florida 32790-0750 (407) 847=1039 Telefax (407) 829-9409 License Number AA C000504 License Number EB 0000829 project title & owner's name CATHOLIC DIOCESE OF ORLANDO F. .r ALL SOULS B CATHOLIC COMMUNITY CHURCH BUILDING SANFORD, FLORIDA 6 rw x , a r5 , , #P r. , v e , Uf r 11 „ ....a tl .,. 4 .. n ... ...., .. :. °•h r. .,,. ..., l Y..i : u. .. y'•. ,. �.. , � ,. 'p, .. r , ti.:,,.0 „/ s ,:,:, r,,a,,, ,i y,.;rA;w t„ 4,-. k ��hq'„ 'f'.�.' „iw k.,., l sJ t e .J&a yJrS£5 "t r•7.. , .:y+'t,, ,:� 4 Y'rci ..v •Y . Vr , v ., ., V ,,'. ''.. ,., ,,;`!. j 4.a t e .7 '>, rAi y Ir :.. ,, � a aF✓ � ;,. >xA a,# .1 vp �w LUMINAIRE SCHEDULE x t, , r " FIXTURE DESCRIPTION MANUFACTURER/MODEL No. VOLTAGE LAMPS MOUNTING NOTES 7 TYPE QUANTITY TYPE C1 u. 2 X , 4 ST Al1C FLUORESCENT NT TROFFE R WITH. .125 THICK (MINIMUM) Al2 ACRYLIC PRISMATIC _ _ _ _ _ _ _ ' ROGERS ( ) C LENS, SPRING LOADED LATCHES LITHONIA CAT Na 2SP _ LO ELOCK,�,FRIT INIC.; G 2 32 A12125 120 GEB SLL 120 2 F32T8 35K RECESSED FLUSH STEEL DOOR AND A BAKED WHITE ENAMEL FINISH. OR APPROVED -EQUAL : Architecture Engineering C2 2 X 4 STATIC FLUORESCENT TROFFER� g , WITH .125 THICK MINIMUM Al2 ACRYLIC PRISMATIC LENS SPRING. LOADED LATCHES a (MINIMUM) LITHONIA CAT No. 2SP-G-2-32-A12125-120-GE - B .SLL-EL 120 2-F32T8/35K RECESSEDv Interior Des gh FLUSH STEEL DOOR AND A BAKED WHITE ENAMEL FINISH. PROVIDE 1100 LUMEN OUTPUT. BATTERY BALLAST, .TEST SWITCH AND OR APPROVED: EQUAL :. PILOT .LIGHT. 146 Lincoln Avi inue , D1 2' X 2' STATIC FLUORESCENT .TROPE - P.O. Box 730 ER WITH .125 THICK (MINIMUM Al2 ACRYLIC PRISMATIC LENS, SPRING LOADED LATCHES LITHONIA CA ~ - - - - - - - , T No. 2SP G 3 17 A12125 120 GEB SLL 120. 3417T8/35K RECESSED Winter Perk, F orida 32790-0730 FLUSH STEEL DOOR AND A BAKED WHITE ENAMEL FINISH. OR APPROVED EQUAL (407) 847-1039 Telefax (407) f 29-9409 D2 2' X 2' STATIC FLUORESCENT TROFFER WITH .125" THICK MINIMUM Al2 .ACRYLIC PRISMATIC LENS SPRING LOAD _ _ _ _ _ - _ _ ED LATCHES, LITHONIA CAT No. 2SP G 3 17 A12125 120 GEB. SLL EL 120. 3417T8 35K RECESSED Llcenae Numbs / AA C000664 FLUSH STEEL DOOR AND A BAKED WHITE ENAMEL FINISH. PROVIDE 1100 LUMEN OUTPUT BATTERY BALLAST, TEST SWITCH AND OR APPROVED EQUAL Ucenee Numbs EB 0000829 PILOT LIGHT. project title a wner's name E1 8 LENSED ROUND RECESSED COMPACT FLUORESCENT DOWN LIGHT WITH BLACK BAFFLE REFLECTOR, HORIZONTALLY PRESCOLITE CAT- - - _ Na CFR826U WTQ4P SS EB 120 2 CFQ26W/G24q/35 RECESSED MOUNTED LAMPS, REGRESSED ACRYLIC PRISMATIC LENS AND PAINTED WHITE SELF -TRIM. LENS SHALL BE REGRESSED 3 1/2 OR APPROVED .EQUAL CATHOLI DIOCESE"`, FROM TRIM RING AND SHALL REST ON TOP OF THE LOWER REFLECTOR WITH NO VISIBLE MOUNTING. HARDWARE. OF ORLA O E2 8 LENSED. ROUND RECESSED COMPACT FLUORESCENT DOWN :LIGHT WITH BLACK BAFFLE REFLECTOR, HORIZONTALLY PRESCOLITE CAT- No. CFR826U-WT P -SS- - - Q4 EB EM 120 2 CFQ26W/G24q/35 RECESSED .PROVIDE BATTERY _BALLAST WITH TEST SWITCH. AND PILOT LIGHT. MOUNTED LAMPS, REGRESSED ACRYLIC PRISMATIC LENS AND PAINTED WHITE SELF -TRIM. LENS SHALL BE REGRESSED 3 1/2" OR APPROVED EQUAL PILOT LIGHT AND TEST SWITCH SHALL BE MOUNTED IN SEPARATE FROM TRIM RING AND SHALL REST ON TOP OF THE LOWER REFLECTOR WITH NO VISABLE MOUNTING HARDWARE. ENCLOSURE ADJACENT TO FIXTURE. E3 4" DIAMETER APERTURE ADJUSTABLE RECESSED- INCANDESCENT DOWNLIGHT WITH BLACK STEPPED BAFFLE REFLECTOR EDISON PRICE CAT No. ANGLU X MR/4 120 1-75W MR -16 RECESSED AIM FIXTURE. AS DIRECTED BY THE ARCHITECT. B AND WHITE OVERLAP SELF FLANGED TRIM. FIXTURE SHALL PROVIDE 358 DEGREES OF HORIZONTAL ROTATION AND 0-45 'DEGREES OR APPROVED EQUAL ALL SOULS. OF ANGULAR LAMP ADJUSTMENT. CATHOLIC COMMUNITY E4 NOT USED. CHURCH BUILDING SANFORD FLORIDA E5 8" LENSED ROUND RECESSED COMPACT FLUORESCENT DOWN LIGHT WITH BLACK BAFFLE REFLECTOR, HORIZONTALLY PRESCOLITE CAT No. CFR826U- - - WTQ4P SS EB 120 2-CFQ26W/G24q/35K RECESSED PROVIDE DIMMING BALLAST COMPATIBLE WITH. THE DIMMING SYSTEM.. MOUNTED LAMPS, REGRESSED ACRYLIC PRISMATIC LENS AND PAINTED WHITE SELF -TRIM. LENS SHALL BE REGRESSED 3 1/2" OR APPROVED EQUAL FROM TRIM RING AND SHALL REST ON TOP OF THE LOWER REFLECTOR WITH NO VISABLE MOUNTING HARDWARE. E6 8" LENSED ROUND RECESSED COMPACT FLUORESCENT DOWN LIGHT WITH BLACK BAFFLE REFLECTOR, HORIZONTALLY PRESCOLITE CAT No, CFR826U-WTQ4P-SS-EB-EM- 120 2 CFQ26W/G24q/35K RECESSED PROVIDE BATTERY BALLAST WITH TEST SWITCH AND PILOT LIGHT. MOUNTED LAMPS, REGRESSED ACRYLIC PRISMATIC LENS AND PAINTED WHITE SELF -TRIM. LENS SHALL BE REGRESSED 3 1/2" OR APPROVED EQUAL PILOT LIGHT AND TEST SWITCH SHALL BE MOUNTED IN SEPARATE FROM TRIM RING AND SHALL REST ON TOP OF THE LOWER REFLECTOR WITH NO VISABLE MOUNTING HARDWARE. ENCLOSURE ADJACENT TO FIXTURE. PROVIDE DIMMING BALLAST COMPATIBLE WITH THE DIMMING SYSTEM. A110an and Conrad, Inc. F1 WALL MOUNTED 24" FLUORESCENT FIXTURE WITH UP AND DOWN LIGHT BAKED WHITE ENAMEL FINISH, END CAPS AND #12 PATTERN LITHONIA CAT No. W-2-17-Al2U-120-GEB 120 2-F17T8/35K WALL MOUNT AT 7'-0" AFF TO BOTTOM. PROVIDE PROGRAMMED START Structural Engineers ACRYLIC PRISMATIC LENS. BALLAST. AR Miller Engineering, Inc. OR APPROVED EQUAL Civil 'Engineering H1 4' FLUORESCENT INDUSTRIAL FIXTURE WITH APERTURED REFLECTOR, 5% UPLIGHT, BAKED WHITE ENAMEL FINISH AND WIRE GUARD. LITHONIA CAT No. EJA-2-32-120-GEB-WGEJ 120 2-F32T8 35K SUSPENDED SUSPEND '- " MAI Landscape Architects, Inc. / FIXTURE AT 9 0 ABOVE FINISHED FLOOR TO BOTTOM. . OR APPROVED 'EQUAL UNLESS NOTED OTHERWISE. PROVIDE CHAIN HANGERS. Landscape Architecture H2 4' FLUORESCENT INDUSTRIAL FIXTURE WITH APERTURED REFLECTOR, 5% UPLIGHT, BAKED WHITE ENAMEL FINISH AND WIRE GUARD. LITHONIA CAT No. EJA-2-32-120-GEB-WGEJ-EL11 120- 2 F32T8/35K SUSPENDED SUSPEND FIXTURE AT 9'-0" ABOVE. FINISHED FLOOR TO BOTTOM C PROVIDE 1100 LUMEN OUTPUT BATTERY INVERTER WITH TEST SWITCH AND PILOT LIGHT. OR APPROVED EQUAL UNLESS NOTED OTHERWISE. PROVIDE CHAIN HANGERS. C seal/signature J1 DECORATIVE INTERIOR WALL MOUNTED FIXTURE WITH SWEDISH IRON FINISH AND SMOOTH WHITE ACRYLIC PANEL. McFADDEN CAT No. C267-12 120 2-75W, 130V A LAMPS WALL MOUNT ON WALL AT 81" AFF TO BOTTOM OF FIXTURE. BOTTOM OF FIXTURE SHALL BE CONSIDERED THE LOWEST PORTION OF THE FIXTURE. J2 DECORATIVE EXTERIOR WALL MOUNTED FIXTURE. FIXTURE SHALL BE UL LISTED FOR USE IN WET LOCATIONS. 11" WIDE x 29" HIGH ELA "MEDITERRANEAN SERIES CAT No, PF190 LUMINARE 592A BRACKET 120 " (LUMINARE) (BRACKET) 3-60W DECORACTIVE WALL MOUNT ON WALL AT 81 AFF TO BOTTOM- OF FIXTURE. WITH A 15" PROJECTION AND FLAT GLASS PANELS. FIXTURE AND MOUNTING BRACKET SHALL HAVE A BLACK FINISH. ELA CAT No. PF190 (LUMINARE) 592A (BRACKET) CAND. LAMPS BOTTOM OF FIXTURE SHALL BE CONSIDERED THE LOWEST PORTION OF THE FIXTURE. O� J3 WALL MOUNTED EXTERIOR COMPACT. FLUORESCENT UP LIGHT FIXTURE WITH ASYMMETRIC- DISTRIBUTION. FIXTURE SHALL HAVE ELLIPTIPAR CAT No. F -152 -H242 -X-08 120 2-CFTR42W GX24Q 35K WALL MOUNT ON WALL AT 10-6 A f. / / FF TO BOTTOM OF FIXTURE. A SMOOTH SURFACE WITH BLACK FINISH AND CUTOFF VISOR. UL LISTED FOR USE IN WET LOCATIONS. OR APPROVED EQUAL > > K1 RECESSED PERIMETER FLUORESCENT SYSTEM WITH 1 "HIGH x 1.2" O.C. ALUMINUM BAFFLE. THE FIXTURE AND BAFFLE SHALL BE NEORAY CAT No. 76 -1 -T8 -S72 -120V 120- ' 1 F32T8 PER 4 SECTION RECESSED SUBMIT' SHOP :DRAWINGS SHOWING COMPLETE LAYOUT WITH CONTINUOUS AND UNBROKEN, THERE SAHLL BE NO BLANK FILLER SECTIONS, VISABLE JOINTS, MULLIONS OR HARDWARE. PROVIDE A OR APPROVED EQUAL DIMENSIONS. FLOATING WALL ANGLE NTH A 3/8" REGRESS SOFT LIT EDGE. LAMPS SHALL BE STAGGERED AND FIELD ADJUSTABLE SO THERE ARE NO NON -ILLUMINATED SECTIONS. PROVIDE CUSTOM LENGTHS .AS REQUIRED. ALL BAFFLE CORNERS SHALL BE MITERED. KENDALL L. MASON, PE 52705 date L1 DECORATIVE HANGING CHANDELIER WITH SWEDISH IRON FINISH AND SMOOTH WHITE ACRYLIC PANEL. McFADDEN CAT No. C265-14 120 5-60W, 130V A LAMPS SUSPENDED SUSPEND FIXTURE AT 14'-0" AFF TO BOTTOM. PROVIDE DUAL 1-30OW, 130V PAR 38 CIRCUIT TO ALLOW SEPARATE CONTROL OF THE "A" AND "PAR" 16 JANUARY 2006 ® LAMPS. PROVIDE CHAIN HANGER WITH LENGTH AS REQUIRED. L2 DECORATIVE HANGING CHANDELIER WITH SWEDISH IRON FINISH AND SMOOTH WHITE ACRYLIC PANEL. MCFADDEN CAT No. C265-14 120 5-60W, 130V A LAMPS SUSPENDED SUSPEND FIXTURE AT 14'-0" AFF TO BOTTOM. PROVIDE DUAL ® lob number 1-150W, 130V PAR 38 CIRCUIT TO ALLOW SEPARATE CONTROL OF THE "A" AND "PAR" 2037.04 LAMPS. PROVIDE CHAIN HANGER WITH LENGTH AS REQUIRED. drawn by M1 8'-0" TWO CIRCUIT TRACK LIGHTING NTH EIGHT LIGHT HEADS. TRACK SHALL BE HEAVY DUTY GRADE, EXTRUDED ALUMINUM WITH LSI CAT No. 300 LIGHT HEAD 120 8- 300W, 130V SURFACE MOUNT ON FACE OF BOX BEAM. AIM LIGHT HEADS AS DIRECTED BY B K W TWO 20A, 120V CIRCUITS. TRACK SHALL HAVE SEPARATE NEUTRAL FOR EACH CIRCUIT AND SEPARATE COPPER GROUND BUS LSI', CAT No. 32220 TRACK PAR 56 THE ARCHITECT. THE LENGTH OF THE TRACK. TRACK SHALL HAVE A BLACK FINISH. LIGHT HEADS SHALL BE FULLY ADJUSTABLE IN ANY DIRECTION NARROW SPOT checked by WITH SELF LOCKING YOKE. LIGHT HEAD HOUSING SHALL BE HEAVY GAUGE STEEL AND ALUMINUM WITH A BLACK FINISH. M2 4-0" TWO CIRCUIT TRACK LIGHTING WITH FOUR LIGHT HEADS. TRACK SHALL BE HEAVY DUTY GRADE, EXTRUDED ALUMINUM WITH LSI CAT No. 300 LIGHT HEAD 120 4-30OW 130V SURFACE KLM MOUNT ON FACE OF BOX BEAM. AIM LIGHT HEADS AS DIRECTED BY TWO 20A, 120V CIRCUITS. TRACK SHALL HAVE SEPARATE NEUTRAL FOR EACH CIRCUIT AND SEPARATE COPPER GROUND BUS LSI CAT No. 32216 TRACK PAR 56' THE ARCHITECT. revisions THE LENGTH OF THE TRACK. TRACK SHALL HAVE A BLACK FINISH. LIGHT HEADS SHALL BE FULLY ADJUSTABLE IN ANY DIRECTION MEDIUM FLOOD WITH SELF LOCKING YOKE. LIGHT HEAD HOUSING SHALL BE HEAVY GAUGE STEEL AND ALUMINUM WITH A BLACK FINISH. M3 8" LONG, ONE CIRCUIT, UNIMOUNT TRACK LIGHTING WITH ONE LIGHT HEAD. TRACK SHALL BE HEAVY DUTY GRADE, EXTRUDED LSI ,CAT No. 300 LIGHT .HEAD 120 1-300W, 130V SURFACE MOUNT ON FACE OF BOX BEAM. AIM LIGHT .HEADS AS DIRECTED BY ALUMINUM WITH ONE 20A, 120V CIRCUIT. TRACK SHALL HAVE A BLACK FINISH.` LIGHT HEAD SHALL BE FULLY ADJUSTABLE IN ANY LSI CAT No. 31261 TRACK PAR 56 THE ARCHITECT. DIRECTION WITH SELF LOCKING YOKE. LIGHT HEAD HOUSING SHALL BE HEAVY GAUGE STEEL AND ALUMINUM WITH A BLACK FINISH. NARROW SPOT r, M4 4-0" ONE CIRCUIT TRACK LIGHTING WITH THREE LIGHT HEADS. TRACK SHALL BE HEAVY DUTY GRADE, EXTRUDED ALUMINUM WITH LSI CAT No. 300 LIGHT HEAD 120 3-50W MR16 SURFACE MOUNT ON FACE. OF BOX BEAM. AIM LIGHT HEADS AS DIRECTED BY ONE 20A, 120V CIRCUIT. TRACK SHALL HAVE A BALCK FINISH. LIGHT HEAD SHALL BE FULLY ADJUSTABLE WITH A BLACK FINISH. LSI CAT No. 31210 TRACK NARROW SPOT THE ARCHITECT. la N1 RECESSED CONCEALED EMERGENCY LIGHTING UNIT. IN NORMAL MODE, THE DUAL LAMPS, CHARGER AND BATTERY SHALL BE FULLY COVERLITE CAT No. CVR-75-NC-1.5-W 1 E W 20 2-75W MR16 WALL RECESSED FLUSH MOUNT IN WALL AT 12'-2" AFF TO CENTER. RECESSED AND COVERED BY HINGED DOORS ` WITH NO EXPOSED MOUNTING SCREWS. UPON LOSS OF POWER THE DOORS SHALL OR APPROVED EQUAL FLOOD E OPEN IMMEDIATLEY AND LAMPS SHALL BE ENERGIZED. DOORS SHALL BE FIELD PAINTED TO MATCH SURROUNDING WALL. UNIT SHALL PROVIDE 1 1/2 HOURS OF OPERATION AT FULL OUTPUT. UNIT SHALL BE UL LISTED. MAXIMUM DEPTH SHALL BE 3 1/2 . NICAD BATTERY. i r4 S1 SINGLE HEAD POLE MOUNTED AREA LUMINARE WITH ONE-PIECE DIE CAST ALUMINUM _ _ _ _ _ , HOUSING, TEMERED FLAT GLASS LENS, BLACK GARDCO CAT No. G18 1 3XL 250PSMH 277 BLP LUMINARE 277 1-250W METAL HA ,,ft< (LUMINARE) HALIDE POLE ARM PROVIDE 25 SQUARE ALUMINUM POLE .WITH BLACK ANODIZED FINISH -- �. --a POWDER COAT FINISH AND TYPE III DISTRIBUTION. FIXTURE SHALL BE UL LISTED FOR IN .WET LOCATIONS. OR APPROVED EQUAL TO MATCH LUMINARE. POLE SHALL- BE SUITABLE FOR 110 MPH WIND LOAD WITH A 1.3 GUST FACTOR. SEE A2/E7.1 FOR BASE DETAIL. S2 SINGLE HEAD POLE MOUNTED AREA LUMINARE WITH ONE-PIECE DIE CAST ALUMINUM HOUSING TEMERED FLAT GLASS LENS B j LACK GARDCO CAT No. G18-1-4XL-254PSMH-277-BLP (LUMINARE) 277 1-250W METAL HALIDE POLE ARM PROVIDE 25 SQUARE ALUMINUM POLE :WITH BLACK ANODIZED FINISH POWDER COAT FINISH AND TYPE -1V DISTRIBUTION. FIXTURE SHALL BE UL LISTED FOR IN WET LOCATIONS. OR APPROVED EQUAL TO MATCH LUMINARE. POLE SHALL BE SUITABLE FOR 110 MPH WIND sheet,title/contents LOAD WITH A 1.3 GUST FACTOR. SEE A2/E7.1 FOR BASE DETAIL. S3 42 -INCH ILLUMINATED SCHOOL BOLLARD. BOLLARD SHALL HAVE CORROSION AND VANDAL RESISTANT DIE-CAST LOUVERHEAD GARDCO CAT No. BRM822-42-70MH-2 - - 77 BLP 277 1 70W METAL HALIDE CONC. BASE SEE A5/E7.1 FOR CONCRETE BASE DETAIL. LUMINAIRE [ ASSEMBLY. LOW BRIGHTNESS ANGLED LOUVERS, EXTRUDED ALUMINUM HOUSING AND HIGH STRENGTH GALVANIZED STEEL TENON OR APPROVED EQUAL s THROUGHOUT THE INTERIOR LENGTH OF THE LUMINARE. PROVIDE TEXTURED BLACK POLYESTER FINISH. LUMINARE SHALL BE UL LISTED FOR USE IN WET LOCATIONS. SCHEDULE S4 DECORATIVE EXTERIOR POLE MOUNTED FIXTURE. FIXTURE SHALL BE UL LISTED FOR USE IN WET LOCATIONS. 11 WIDE x 26 HIGH ELA_ MEDITERRANEAN SERIES CAT No. PF490 (LUMINARE) P 3012 (POLE) 277 1-175W METAL HALIDE POLE TOP PROVIDE 12 HIGH DECORATIVE.. POLE WITH BLACK FINISH: TO MATCH WITH FLAT GLASS PANELS. FIXTURE SHALL HAVE A BLACK FINISH. PROVIDE REFRACTOR WITH TYPE V EVEN DISTRIBUTION, LUMINARE. SEE B7/E7.1 FOR CONCRETE BASE DETAIL. l yI: S5 SINGLE HEAD POLE MOUNTED AREA LUMINARE WITH ONE—PIECE DIE CAST ALUMINUM HOUSING, TEMERED FLAT GLASS LENS BLACK GARDCO CAT No. G18-1-2XL-25OPSMH- - 277 BLP (LUMINARE) 277 1-400W METAL HALIDE POLE ARM PROVIDE 25 SQUARE ALUMINUM POLE WITH BLACK ANODIZED FINISH F POWDER COAT FINISH AND TYPE 11 DISTRIBUTION. FIXTURE SHALL BE UL LISTED FOR IN WET LOCATIONS. OR APPROVED EQUAL TO MATCH LUMINARE. POLE SHALL BE SUITABLE FOR 110 MPH WIND LOAD WITH A 1.3 GUST FACTOR. SEE A2/E7.1 FOR BASE DETAIL. S6 DUAL HEAD POLE 'MOUNTED AREA LUMINARES WITH ONE-PIECE DIE CAST ALUMINUM HOUSING_ _ _ , - , TEMERED FLAT GLASS LENS, BLACK GARDCO CAT No. G18 2-4XL-25OPSMH 277 BLP LUMINARE 277 2-25OW METAL HALIDE I (LUMINARE) POLE ARM PROVIDE 25 SQUARE ALUMINUM POLE .WITH 'BLACK ANODIZED FINISH POWDER COAT FINISH AND TYPE IV DISTRIBUTION. FIXTURE SHALL BE UL LISTED FOR IN WET LOCATIONS. OR APPROVED EQUAL TO MATCH LUMINARE. POLE SHALL BE SUITABLE FOR 110 MPH WIND drawing number I LOAD WITH A 1.3 GUST FACTOR. SEE A2/E7.1 FOR BASE DETAIL. f' X1 SINGLE FACE LED EXIT SIGN WITH MATTE BLACK DIE-CAST ALUMINUM HOUSING, MATTE BLACK ALUMINUM STENCIL FACE LITHONIA CAT No. LE -S -B -1-R-120 120 LED'S WALL MOUNT ON WALL AT 4 ABOVE TOP OF DOOR JAMB TO .BOTTOM FINISH, UNIVERSAL DIRECTIONAL ARROW KNOCKOUTS, HINGED FACEPLATE AND GREEN IMPACT RESISTANT LETTER PANEL. FIXTURE OR APPROVED EQUAL OF FIXTURE. SHALL BE SUITABLE FOR UNIVERSAL (TOP, END OR BACK) MOUNTING. r shoot OO of 8 , , I " i Illi kk I "I } � ail i 1, I I Irl w 1 _ 2 jI' 1 I P � I x I , 3 1 l t 5 (�1 }}Iy¢ '� tiffs B�' 3 �It 1 y� } "t { ROGERS, LOVELOCK & FRITZ INC. 4 yt$ Architecture Engineering ;I , Interior Design M� f14. 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730, (407) 847-1039 IYy,�i Telefax (407) 829-9409 LicenseNumber AA C000584 Y0 License Number ES 0000829 project title 4 owner's name;. �A CATHOLIC _, C DIO E E C S a4. OF ORLANDO f ' � y ALL SOULS �r}; CATHOLIC COMMUNITY CHURCH BUILDING "} SANFORD, FLORIDAF}. 'fit . 7 2037.04 (�1 }}Iy¢ '� tiffs B�' 3 �It 1 y� } "t { ROGERS, LOVELOCK & FRITZ INC. 4 yt$ Architecture Engineering ;I , Interior Design M� f14. 145 Lincoln Avenue P.O. Box 730 Winter Park, Florida 32790-0730, (407) 847-1039 IYy,�i Telefax (407) 829-9409 LicenseNumber AA C000584 Y0 License Number ES 0000829 project title 4 owner's name;. �A CATHOLIC _, C DIO E E C S a4. 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