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8500 Fox Quarry Ln - BC01-001844 (CHARLESTON CLUB AMENITIES) (NEW COMMERCIAL) (A)
PERMIT ADDRESS _- M �f q -?Soo � k � 18 3� COMP SUBDIVISION r �- CONTRACTOR C I_ > C-E+�� �!1 La �n� 1/S 4k ADDRESS PHONE NUMBER f 4o-7 PROPERTY OWNER rjkttAQ,t CLLeb QW�CM--d ADDRESS ligCuA �� 31Z�5 I PHONE NUMBER Di) L - 9'60 ELECTRICAL CONTRACTOR / MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE PERMIT # `-yam o -Lo DATE 6 /w PERMIT DESCRIPTION PERMIT VALUATION b S / ►`1laJ'4. b.ck' SQUARE FOOTAGE C ",� 2 3 4 (0 -1 S 9 10 ` NOTES 3 O Y3 A A v d L I 2 r1r T14 n SYMBOLS KEY • ROOMTITLE FIR5T DIGIT REPRESENTS FLOOR Y ROOM TARGET LEVEL. REMAINING DIGITS REPRESENT 101 ROOM NMBER 01 THRJ 55 lip DOORS LABELED BY NLM5ER OF o 01 DOOR 5YM13oL FFOOLLOOIED BY LDETTTTERR,SSIIN�S' ALPHABETICAL 6EQUENCE. O WINDOW SYMBOL. NUMBERED BY TYPES. N d 0 ONt GRID LINE A, , 111, 2, 3, ETCIN ONE E OTHER. TARGET LOCATIONS OFF MAIN CsRlp NOTED o SANFORD, A2,41, ETC. 3 DR A N0. —M6 TITLE 0 TITLE Ai DRAu1 E V4'•I'-m' O �— SCALE MAJOR 15LDG. 6ECTION L DETAIL NO. A1 1 N f11 � ICATE6 DIRECTION OF 7,C)ETAIL CUT AND/OR LOCATION. E 6HEET ON WHICH o DETAIL 16 DR" o DETAIL PARTIAL 5ECTION N C • C C REFERENCE PARTITION SECTION ;v ARTITION TYPE �; A INTERIOR ai r3 ELEVATION 4% El M El[I M El IRECTIGN OF VIEW. GENERAL NOTE NUMBER o ' 171 ElD 0 ElNOTE �) — —` LOCATION OF U NOTE APPLICATION. 0 0 D El El El El F71 MATERIAL ►� NUMR ®® 4200.A LOCATION of NOTE N OTE APPLICATION. L —�} o T C O D N N N O O C O C r � v ,c O Y rn N A ID y 0 0 • a e • �, �,>� �`��� E 1--\"j 0'�'H'l T Eu' �-'LEIDE'IDN.G CHI FUr-. L) --0 T S- e OTlando H Z Q H W INIDEX OF iDfRAWING5 Q 6 i4RCHITECT RAL Q 2 U Q o Y C7 W 1 Q 0 2 05/10/01 BUILDING DEPT. COMMENTS Q 1 03/29/01 156UE FOR PERMIT A0.01 COVER 5HEET AND INDEX OF DRAJING5 Rev. No Date Issue History A1.01 ARCHITECTURAL 51TE PLAN A10.01 MAINTENANCE BLDG. AND CAR WA5H PLANS AND DETAIL5 A10.02 MAINTENANCE BLDG. AND CAR WA6H ELEVATION5 AND 6ECTION5 A10.03 COMPACTOR ENCLOSURE PLAN AND DETAILS FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 1EC;HAN1C;AL 6— n ME3,01 MAINTENANCE BUILDING ELECTRICAL PLAN v MH3,01 MAINTENANCE f3UILDING H.V.A.C. PLAN � CHARL.ESTON CLU50 AMENITIE5 2/0-I/Oi N MP3.01 MAINTENANCE BUILDING PLUMBING PLAN N 5ANI=ORD, ��ORIDA sol. 4069-m0 d i GOVER 5HEET /, r% -� , ,IL4 AND INDEX AOL] i t - - OF DRAWING5 A B C CODE 5UMM RY AREA AND HEIGHT LIMITATION (TABLE 500) ALLOWED PROVIDED TYPE VI UNPROTECTED, UNSPRINKLERED • AR'PLICABLE COPES: I. MAXIMUM HEIGHT 40 FT. 14'-0' 01. STANDARD BUILDING CODE, 1994 EDITION, 2. MAXIMUM NO. OF STORIES 1 1 3 02, STANDARD MECHANICAL CODE, 1994 EDITION 3. AREA: MULTI -STORY (PER FLOOR) 5,000 6Q. FT. 864 5Q. FT. A (OR CURRENT EDITION). 03. STANDARD PLUMBING CODE, 1994 EDITION CONSTRUCTION TYPE (CHAPTER 6 SECTION 608) (OR CURRENT EDITION). ASSEMBLY - GROUP A2 - SMALL TYPE VI, UNPROTECTED, UNSPRINKLERED 04. NATIONAL ELECTRIC CODE, 1996 EDITION. FIRE PROTECTION REQUIREMENTS (TABLE 600) ALLOWED PROVIDED (OR CURRENT EDITION). 05. STANDARD GAS CODE, 1991 EDITION I. PARTY AND FIRE WALLS N/A N/A (OR CURRENT E=DITION). 2. INTERIOR BEARING WALLS 0 0 06, STANDARD FIRE PREYENTION CODE, 1994 3. INTERIOR NON-BEARING PARTITIONS (PER 1022.2.4 AND 1023.1) NR NR 01. NFPA 101, LIFE SAFETY CODE, 1994 EDITION. 4. COLUMNS 0 0 1 08. FLORIDA STATE HANDICAPPED ACCESSIBILITY D. BEAMS, GRIDER5, TRUSSES AND ARCHES 0 0 CODE, 1991 EDITION, CHAPTER 553, PART V. 6. FLOOR/CEILING CONSTRUCTION 0 0 09. 1995 FAIRHOU51NG GUIDELINES 1. ROOF/CEILING CONSTRUCTION 0 m S. EXTERIOR BEARING WALLS OCCUPANCY (CHAPTER 3) HORIZONTAL 5EPERATION: ASSEMBLY - GROUP A2 - SMALL 0 TO 3 FT. 1(0%) 1(0%) OVER 3 FT. TO 10 FT. 0(20%) 0(20%) OVER 10 FT. TO 20 FT. 0(40%) 0(40%) 9. EXTERIOR NON-BEARING WALLS HORIZONTAL SEPERATION: 0 TO 3 FT. 1(0%) 1(0%) OVER 3 FT. TO 10 FT. 0(20%) 0(20%) OVER 10 FT. TO 20 FT. 0(40%) 0(40%) INTERIOR FIN15H CLA5IFICATION (TABLE 8033) GROUP A, UN5PRINKLERED: ' EXITS A EXIT ACCE6 A / I OTHER SPACE 6 B i i i FIRE6TOPPING PER SECTION 1053 AND 2305.1 QRAFT5TOPPING PER SECTION 1035 AND 23052 BUILDn511 3rd. FLR.1st. FLR, I / BUILDING 6 3rd. FLR. ( A B B A ) 2nd. FLR. ( D B B D ) I I THE DESIGN STANDARDS UTILIZED FOR THIS CLUBHOUSE HAS BEEN 1st, FLR. (D B B D)ITTI! I 1 I I 173 UPON THE 55C�CI 9194 BUILDING CODE AND 16 IN COMPLIANCE WITH ALL APPLICABLE SECTIONS AND DE61GN CALCULATIONS. / 1 I i CODE SUMMARY COMPLIANCE STATEMENT D THE IST CRITERIA 15 MET, BASED UPON THE BUILDING CONSTRUCTION CLASSIFICATION. o I THE OCCUPANCY 15 BASE UPON THE SMALL ASSEMBLY CRITERIA OF TABLE 500. 71 3rd. FLR BUILDING ( A B B A) I THE 2ND CRITERIA CONFORMS WITH THE MORE RESTRICTIVE SMALL ASSEMBLY OCCUPANCY. 2nd. FLR. (➢ B B ➢) I m THE OCCUPANCY 15 BASE UPON THE SMALL ASSEMBLY CRITERIA OF TABLE 500. 1qt, FLR. ( DBBD) I THE 3RD CRITERIA 15 NOT APPLICABLE AS THIS BUILDING 15 UN6PRINKLERED. THE 4TH CRITERIA 15 SATISFIED 150MUCH THE CODE HAS BEEN APPLIED TO EACH PORTION //' ` ► L of OF THE BUILDING BASED UPON THE USE OF THAT SPACE. / o i o / BUILDING 4 I 1 3rd. FLR. ( A B B A) \ BUILDING 8 _ 2nd. FLR. ( C B B C > 3rd. FLR. ( A B B A) 1st. FLR. ( C B B C) 2nd. FLR. ( C B B C ) 1st. FLR, (C B B C I E T l i I BUILDING 2 / \ 46 3rd, FLR. ( A B B A) 2nd, FLR. ( C B B C) BUILDING 3 \ - M. FLR. ( C B B C) r 3rd, FLR, (ABBA ) 2nd, FLR. ( C B B C) 1st. FLR. ( C B B C ) BUIL➢INC 9 3rd, FLR. ( A B B A) I I I I / 2nd, FLR. ( C B B C) 1st. FLR. ( C B B C II BUILDING I O .- ....... 1 ------ 3rd. 3rd. FLR. ( B A A B ) 2nd, FLR. ( B A A B ) 1st. FLR. ( 3AAB) - a I t I t I II BUILDING 10 3rd, FLR. ( ABBA) \ \ 2nd. FLR. ( C DI B C ) 1st, FLR. ( C B B C) I l \ \ I I I FUGLEBERG KCCH ARCHITECTS \ BUILDING 11 \ 3rd, FLR. ( A B B A) ( Orlando \ 2nd FLR, ( D B B D) �\ \ BUIL➢INC 12 1st, FLR. < D B B D ) 3rd FLR, (ABBA) 2555 Temple Trait, Winter Park, A. 32789 (407) 629-0595 2nd, FLR, ( C B B C) I I I I 1st, FLR. ( C B B C) 0 t�, - I \\ ' \ \\ -----------------ff5v. -------------- --�__________�___-_ \ /- __- \ frq� 40613-00 TH15 81TE PLAN IS FOR ARCHITECTURAL � : I INFORMATION ONL"I SE=E= CIVIL Amt.oH116TUR�,DOCUMENTS POR SPECIFIC BUILDING I,= 60' LOCAT I ONS AND SITE RE CSU I REMENTS. 1 2 3 4 (o S 9 10 FILE: AI01.dwq PLOT SCALE: 12'- 1' -0' LABr FLoT: 03/22/01 NOTES ARCHITECTURAL SITE PLAN NOTES: 01. SEE CIVIL PLAN FOR PARKING SUMMARY. 02. THIS SITE PLAN IS FOR ARCHITECTURAL INFORMATION ONLY. SEE CIVIL � LANDSCAPE DOCUMENTS FOR SPECIFIC BUILDING LOCATIONS AND OTHER SITE REQUIREMENTS. 03. THE SWIMMING POOLS) SHOWN ON THE DRAWINGS ARE PROVIDED FOR GENERAL LOCATION ANI) SHAPE SUGGESTION PURPOSES ONLY. FUGLEBERG KOCH ARCHITECTS IS NOT QUALIFIED TO PROVIDE SERVICES FOR POOLS AND MAKES ND ATTEMPT TO DO $0. POOL DESIGN DOCUMENTS FOR CONSTRUCTION, CODE COMPLIANCE, AGENCY APPROVALS, CONSTRUCTION CERTIFICATION AND , OCHER SERVICES REQUIRED FOR THE POOLS) SHALL BE PERFORMED BY OTHERS UNDER THE SEPARATE CONTRACT WITH THE OWNER 0 0 0 0 0 2 05/10/01 BUILDING DEPT. COMMENTS Q 1 03/29/01 ISSUE FOR PERMIT Rev. No Date Issue Histor6/01/01 y GNARLESiON CLUB AMENITIES sA �Fo� FLORIDA SITE PLAN Al.ml CODE 5UMM RY AREA AND HEIGHT LIMITATION (TABLE 500) ALLOWED PROVIDED TYPE VI UNPROTECTED, UNSPRINKLERED • AR'PLICABLE COPES: I. MAXIMUM HEIGHT 40 FT. 14'-0' 01. STANDARD BUILDING CODE, 1994 EDITION, 2. MAXIMUM NO. OF STORIES 1 1 3 02, STANDARD MECHANICAL CODE, 1994 EDITION 3. AREA: MULTI -STORY (PER FLOOR) 5,000 6Q. FT. 864 5Q. FT. A (OR CURRENT EDITION). 03. STANDARD PLUMBING CODE, 1994 EDITION CONSTRUCTION TYPE (CHAPTER 6 SECTION 608) (OR CURRENT EDITION). ASSEMBLY - GROUP A2 - SMALL TYPE VI, UNPROTECTED, UNSPRINKLERED 04. NATIONAL ELECTRIC CODE, 1996 EDITION. FIRE PROTECTION REQUIREMENTS (TABLE 600) ALLOWED PROVIDED (OR CURRENT EDITION). 05. STANDARD GAS CODE, 1991 EDITION I. PARTY AND FIRE WALLS N/A N/A (OR CURRENT E=DITION). 2. INTERIOR BEARING WALLS 0 0 06, STANDARD FIRE PREYENTION CODE, 1994 3. INTERIOR NON-BEARING PARTITIONS (PER 1022.2.4 AND 1023.1) NR NR 01. NFPA 101, LIFE SAFETY CODE, 1994 EDITION. 4. COLUMNS 0 0 1 08. FLORIDA STATE HANDICAPPED ACCESSIBILITY D. BEAMS, GRIDER5, TRUSSES AND ARCHES 0 0 CODE, 1991 EDITION, CHAPTER 553, PART V. 6. FLOOR/CEILING CONSTRUCTION 0 0 09. 1995 FAIRHOU51NG GUIDELINES 1. ROOF/CEILING CONSTRUCTION 0 m S. EXTERIOR BEARING WALLS OCCUPANCY (CHAPTER 3) HORIZONTAL 5EPERATION: ASSEMBLY - GROUP A2 - SMALL 0 TO 3 FT. 1(0%) 1(0%) OVER 3 FT. TO 10 FT. 0(20%) 0(20%) OVER 10 FT. TO 20 FT. 0(40%) 0(40%) 9. EXTERIOR NON-BEARING WALLS HORIZONTAL SEPERATION: 0 TO 3 FT. 1(0%) 1(0%) OVER 3 FT. TO 10 FT. 0(20%) 0(20%) OVER 10 FT. TO 20 FT. 0(40%) 0(40%) INTERIOR FIN15H CLA5IFICATION (TABLE 8033) GROUP A, UN5PRINKLERED: ' EXITS A EXIT ACCE6 A / I OTHER SPACE 6 B i i i FIRE6TOPPING PER SECTION 1053 AND 2305.1 QRAFT5TOPPING PER SECTION 1035 AND 23052 BUILDn511 3rd. FLR.1st. FLR, I / BUILDING 6 3rd. FLR. ( A B B A ) 2nd. FLR. ( D B B D ) I I THE DESIGN STANDARDS UTILIZED FOR THIS CLUBHOUSE HAS BEEN 1st, FLR. (D B B D)ITTI! I 1 I I 173 UPON THE 55C�CI 9194 BUILDING CODE AND 16 IN COMPLIANCE WITH ALL APPLICABLE SECTIONS AND DE61GN CALCULATIONS. / 1 I i CODE SUMMARY COMPLIANCE STATEMENT D THE IST CRITERIA 15 MET, BASED UPON THE BUILDING CONSTRUCTION CLASSIFICATION. o I THE OCCUPANCY 15 BASE UPON THE SMALL ASSEMBLY CRITERIA OF TABLE 500. 71 3rd. FLR BUILDING ( A B B A) I THE 2ND CRITERIA CONFORMS WITH THE MORE RESTRICTIVE SMALL ASSEMBLY OCCUPANCY. 2nd. FLR. (➢ B B ➢) I m THE OCCUPANCY 15 BASE UPON THE SMALL ASSEMBLY CRITERIA OF TABLE 500. 1qt, FLR. ( DBBD) I THE 3RD CRITERIA 15 NOT APPLICABLE AS THIS BUILDING 15 UN6PRINKLERED. THE 4TH CRITERIA 15 SATISFIED 150MUCH THE CODE HAS BEEN APPLIED TO EACH PORTION //' ` ► L of OF THE BUILDING BASED UPON THE USE OF THAT SPACE. / o i o / BUILDING 4 I 1 3rd. FLR. ( A B B A) \ BUILDING 8 _ 2nd. FLR. ( C B B C > 3rd. FLR. ( A B B A) 1st. FLR. ( C B B C) 2nd. FLR. ( C B B C ) 1st. FLR, (C B B C I E T l i I BUILDING 2 / \ 46 3rd, FLR. ( A B B A) 2nd, FLR. ( C B B C) BUILDING 3 \ - M. FLR. ( C B B C) r 3rd, FLR, (ABBA ) 2nd, FLR. ( C B B C) 1st. FLR. ( C B B C ) BUIL➢INC 9 3rd, FLR. ( A B B A) I I I I / 2nd, FLR. ( C B B C) 1st. FLR. ( C B B C II BUILDING I O .- ....... 1 ------ 3rd. 3rd. FLR. ( B A A B ) 2nd, FLR. ( B A A B ) 1st. FLR. ( 3AAB) - a I t I t I II BUILDING 10 3rd, FLR. ( ABBA) \ \ 2nd. FLR. ( C DI B C ) 1st, FLR. ( C B B C) I l \ \ I I I FUGLEBERG KCCH ARCHITECTS \ BUILDING 11 \ 3rd, FLR. ( A B B A) ( Orlando \ 2nd FLR, ( D B B D) �\ \ BUIL➢INC 12 1st, FLR. < D B B D ) 3rd FLR, (ABBA) 2555 Temple Trait, Winter Park, A. 32789 (407) 629-0595 2nd, FLR, ( C B B C) I I I I 1st, FLR. ( C B B C) 0 t�, - I \\ ' \ \\ -----------------ff5v. -------------- --�__________�___-_ \ /- __- \ frq� 40613-00 TH15 81TE PLAN IS FOR ARCHITECTURAL � : I INFORMATION ONL"I SE=E= CIVIL Amt.oH116TUR�,DOCUMENTS POR SPECIFIC BUILDING I,= 60' LOCAT I ONS AND SITE RE CSU I REMENTS. 1 2 3 4 (o S 9 10 FILE: AI01.dwq PLOT SCALE: 12'- 1' -0' LABr FLoT: 03/22/01 NOTES ARCHITECTURAL SITE PLAN NOTES: 01. SEE CIVIL PLAN FOR PARKING SUMMARY. 02. THIS SITE PLAN IS FOR ARCHITECTURAL INFORMATION ONLY. SEE CIVIL � LANDSCAPE DOCUMENTS FOR SPECIFIC BUILDING LOCATIONS AND OTHER SITE REQUIREMENTS. 03. THE SWIMMING POOLS) SHOWN ON THE DRAWINGS ARE PROVIDED FOR GENERAL LOCATION ANI) SHAPE SUGGESTION PURPOSES ONLY. FUGLEBERG KOCH ARCHITECTS IS NOT QUALIFIED TO PROVIDE SERVICES FOR POOLS AND MAKES ND ATTEMPT TO DO $0. POOL DESIGN DOCUMENTS FOR CONSTRUCTION, CODE COMPLIANCE, AGENCY APPROVALS, CONSTRUCTION CERTIFICATION AND , OCHER SERVICES REQUIRED FOR THE POOLS) SHALL BE PERFORMED BY OTHERS UNDER THE SEPARATE CONTRACT WITH THE OWNER 0 0 0 0 0 2 05/10/01 BUILDING DEPT. COMMENTS Q 1 03/29/01 ISSUE FOR PERMIT Rev. No Date Issue Histor6/01/01 y GNARLESiON CLUB AMENITIES sA �Fo� FLORIDA SITE PLAN Al.ml A B C I 2 3 4 5 6 8 9 10 :P2 -I o 14'-1' 5'-0' I2'-0' 36'-0 6x6 WOOD P 5T 6x6 OD PO — - r t . �... 14'-9' ( I ut I 6' r- LU a- a 0'3K o� C.J. 7 LVII t I �, I I 1'- x 1'-6' CONT. THICKENED SAB EDGE W/ (3) #5, CONT. i 1 EL 2 -6 64 W000 POST T/SLAB ------- 10D1 — --- '-2' n 1 u 4' SLAB ON GRADE ON 6 MIL H3 VAPOR BARRIER 6X6 W2.1XW22 w.w.f- ft PTO] - N W� 1 �� �� /l I r_ 3'-0' A.F.F. WOR"N' 5ENCH DETAIL u3„1.gym Q f;mp ON Hb AT HEADER PSL 3 /12"xil 1/0" (I) 51;r4 STUD SPACED UP TO 4'-m' (2) SRG STUDS SPACED OVER 4'-0' LNTELS IN LOAD BEARING WALLS SIMFWN SPI OR 143 — /414T SPANS UP TO '-0', SIMPSON LTT20 1 A ALL OTHER SPANS A Q UNLESS NOTED o�OTHERWIErm 4 H(oNT6 T YPICA 3/4' PLYWD SHELF W/STEEL 5RACKET5 G 2'-0' D.C. 3/4' PLYWO . BENCH TOP. 2X4 WD. FRAME TYP. 4X4 P.T. WD POST 6 44' D.C. ' x 3/4' PLYWD. SHELF z 15' 42' MIN. CLE/ ■�7� 00® 3/8' ROOF TRUSSES ee 24' O.C. 6rFSON 1410 F.A. TRUSS SIMPSON ST2215 / (20) 16d NAILS I I IMPSON 8t'4 (t) FULL NGT STUD AT INTERIOR WALLS OTHER (2) FULL HGT STUDS AT EXTERIOR WALLS IIPROVIDE DOUSL NAIL 8- tOGESTUD UNDER E THER W/II GIRDER 16d NAILS EACH PLY s 12' O.C. 11 WALL STUDS 16' O.C. WALL STU (1) SIMPSON 8101 OR l2) EVERY OTHER STUD SIMPSON MTT288 TYP. W/ (24) Ibd NAILS'I 3/4' DIA A36 ALL THREAD. ROD TYP. W/ (24) NAILS w STU • TRUSS TYP. W/ (24) NAILS , STU • TRuas VAiI SIMPSON HIO I stMPSON HI LIGHT FIXTURE MIRROR UNIT SINK SOAP DISPENSER - 2 x 8 BLOCKING IN WALL FOR GRAB BAR -WATER CLOSET -TOILET PAPER DISPENSER I IMPSON HI AT HIP GIRDER TRUSS PROVIDE FSIMPSON 4CP2 NAIL TO TRUSS ANO TO DO1113LE STUD eeLOW SIMPSON SP4 EEVVERY STUD DOUBLE STUD UNDER HIP GIRDERS. •(2) SIMPSON SPI OR H3 EVERY STW (2) SIMPSON SPI OR H3 $IMPSON PAWD42 UNDATION / I i---------L----------� u L 1/2' DIA As._' 3/4' D IA. 36" Off. 1 TYPICAL STUD / TRUSS HOLD DOUN I tlyp I TYPICAL SROMOLD011N FOR - I tl TRUSSES WITHIN IVOF C Raft GIRDER TYP HIP GIRDER APPLIES TO ALL STUD WALLS HOLODOWN FOR HOLODOWN FOR SUPPORTING ROOF TRUSSES. GIRDERS GIRDERS ANCHORA[s>=/STRAPPMG FOR ENDS Cr- SHEAR WALLS 18 NOT SHOWN AND IS IN ADDITION TO THAT SHOWN HERE. TUD WALL HOLD DOUN F NOTES 01. TYPICAL EXTERIOR FIN16H 3/8' FIBER REINFORCED STUCCO MAGNA -WALL ONE COAT SYSTEM OR APPROVED CODE EQUAL PER N.E.R. 459 ON PAPER BACK LATH, ON (1) LAYER OF 15 # FELT Q FROM CORNERS) ON 1/16° O.S.B. SHEATHING O WITHSTANDING WIND PRESSURES OF P051TIVE 33 psf O TESTED FOR A TIME PERIOD EQUAL TO 3600 SECONDS DIVIDED BY 100 MILES PER HOUR THE PERIOD OF TESTING SHALL INCLUDE A 10 SECOND PERIOD AT A LOAD EQUAL TO 15 TIMES THE DESIGN a � U FIN15H CHART 1. WOW AREA: PROVIDE SEALED CONCRETE FLOORS WITH 3/8' SKIM COAT STUCCO WALLS - PAINTED. CEILINGS TO BE 5/8' GYP. BOARD - PAINTED. 2. RESTROOM: e OVER MASONRY. FLOORING TO BE VINYL TILE WITH CERAMIC TILE BASE. WALLS AND CEILINGS TO BE SKIM COAT STUCCO s 5IMP50N TIE LEGEND HI - JACK TRUSS UPLIFT LOAD Pu = 3500 I 2 3 4 5 6 8 9 10 :P2 -I o 14'-1' 5'-0' I2'-0' 36'-0 6x6 WOOD P 5T 6x6 OD PO — - r t . �... 14'-9' ( I ut I 6' r- LU a- a 0'3K o� C.J. 7 LVII t I �, I I 1'- x 1'-6' CONT. THICKENED SAB EDGE W/ (3) #5, CONT. i 1 EL 2 -6 64 W000 POST T/SLAB ------- 10D1 — --- '-2' n 1 u 4' SLAB ON GRADE ON 6 MIL H3 VAPOR BARRIER 6X6 W2.1XW22 w.w.f- ft PTO] - N W� 1 �� �� /l I r_ 3'-0' A.F.F. WOR"N' 5ENCH DETAIL u3„1.gym Q f;mp ON Hb AT HEADER PSL 3 /12"xil 1/0" (I) 51;r4 STUD SPACED UP TO 4'-m' (2) SRG STUDS SPACED OVER 4'-0' LNTELS IN LOAD BEARING WALLS SIMFWN SPI OR 143 — /414T SPANS UP TO '-0', SIMPSON LTT20 1 A ALL OTHER SPANS A Q UNLESS NOTED o�OTHERWIErm 4 H(oNT6 T YPICA 3/4' PLYWD SHELF W/STEEL 5RACKET5 G 2'-0' D.C. 3/4' PLYWO . BENCH TOP. 2X4 WD. FRAME TYP. 4X4 P.T. WD POST 6 44' D.C. ' x 3/4' PLYWD. SHELF z 15' 42' MIN. CLE/ ■�7� 00® 3/8' ROOF TRUSSES ee 24' O.C. 6rFSON 1410 F.A. TRUSS SIMPSON ST2215 / (20) 16d NAILS I I IMPSON 8t'4 (t) FULL NGT STUD AT INTERIOR WALLS OTHER (2) FULL HGT STUDS AT EXTERIOR WALLS IIPROVIDE DOUSL NAIL 8- tOGESTUD UNDER E THER W/II GIRDER 16d NAILS EACH PLY s 12' O.C. 11 WALL STUDS 16' O.C. WALL STU (1) SIMPSON 8101 OR l2) EVERY OTHER STUD SIMPSON MTT288 TYP. W/ (24) Ibd NAILS'I 3/4' DIA A36 ALL THREAD. ROD TYP. W/ (24) NAILS w STU • TRUSS TYP. W/ (24) NAILS , STU • TRuas VAiI SIMPSON HIO I stMPSON HI LIGHT FIXTURE MIRROR UNIT SINK SOAP DISPENSER - 2 x 8 BLOCKING IN WALL FOR GRAB BAR -WATER CLOSET -TOILET PAPER DISPENSER I IMPSON HI AT HIP GIRDER TRUSS PROVIDE FSIMPSON 4CP2 NAIL TO TRUSS ANO TO DO1113LE STUD eeLOW SIMPSON SP4 EEVVERY STUD DOUBLE STUD UNDER HIP GIRDERS. •(2) SIMPSON SPI OR H3 EVERY STW (2) SIMPSON SPI OR H3 $IMPSON PAWD42 UNDATION / I i---------L----------� u L 1/2' DIA As._' 3/4' D IA. 36" Off. 1 TYPICAL STUD / TRUSS HOLD DOUN I tlyp I TYPICAL SROMOLD011N FOR - I tl TRUSSES WITHIN IVOF C Raft GIRDER TYP HIP GIRDER APPLIES TO ALL STUD WALLS HOLODOWN FOR HOLODOWN FOR SUPPORTING ROOF TRUSSES. GIRDERS GIRDERS ANCHORA[s>=/STRAPPMG FOR ENDS Cr- SHEAR WALLS 18 NOT SHOWN AND IS IN ADDITION TO THAT SHOWN HERE. TUD WALL HOLD DOUN F NOTES 01. TYPICAL EXTERIOR FIN16H 3/8' FIBER REINFORCED STUCCO MAGNA -WALL ONE COAT SYSTEM OR APPROVED CODE EQUAL PER N.E.R. 459 ON PAPER BACK LATH, ON (1) LAYER OF 15 # FELT AT CORNERS ONLY (FELT TO EXTEND 15' MIN. _ FROM CORNERS) ON 1/16° O.S.B. SHEATHING 02. THE GARAGE DOORS SHALL BE CAPABLE OF WITHSTANDING WIND PRESSURES OF P051TIVE 33 psf AND NEGATIVE 31 psf. THE ASSEMBLY SHALL BE TESTED FOR A TIME PERIOD EQUAL TO 3600 SECONDS DIVIDED BY 100 MILES PER HOUR THE PERIOD OF TESTING SHALL INCLUDE A 10 SECOND PERIOD AT A LOAD EQUAL TO 15 TIMES THE DESIGN PRESSURE. 03. PROVIDE 22' X 36' ATTIC ACCESS. FIN15H CHART 1. WOW AREA: PROVIDE SEALED CONCRETE FLOORS WITH 3/8' SKIM COAT STUCCO WALLS - PAINTED. CEILINGS TO BE 5/8' GYP. BOARD - PAINTED. 2. RESTROOM: PROVIDE 48' CERAMIC TILE WAINSCOT OVER MASONRY. FLOORING TO BE VINYL TILE WITH CERAMIC TILE BASE. WALLS AND CEILINGS TO BE SKIM COAT STUCCO WITH SEMI GLO55 PAINT. 5IMP50N TIE LEGEND HI - JACK TRUSS UPLIFT LOAD Pu = 3500 ALLOWABLE 5851 H3Z - TRUSS UPLIFT LOAD Pu : 100 # ALLOWABLE 4550 HID - TR M UPLIFT LOAD Pu : 9101 ALLOWABLE 9150 HCP2 - HIP JACK TRM UPLIFT LOAD Pu : 800+` ALLOWABLE 12100 WITH (12)10d A 1/2' TO TRUSS AND (12)10d Xl 1/2' TO TOP PLATE HUC410 - BEAM UPLIFT LOAD Pu : 500+ ALLOWABLE 10851 LTT20P - COLUMN UPLIFT LOAD PU : 6100 ALLOWABLE 10501 MTT285 - GIRDER TRUSS UPLIFT LOAD Pu : 18000 ALLOWABLE 44551 PC46Z - BEAM UPLIFT LOAD Pu : IOM ALLOWABLE 11000 A%66 - COLUMN UPLIFT LOAD Pu = 10001 ALLOWABLE 23000 2 05/10/(0) BUILDING DEPT. COMMENTS 29/01 155UE FOR PERMIT Rev. LLDate Issue History FUGLEBERG KOCH ARCHITECTS G OTlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 H Or. CHARLEFON CLUB Ck AMENITIE5 Date 02/01/01 SANFORD, FLORIDA Prop. 4069-00 MAINTENANCE BLDG. d CAR WASH A10.01 LAN5 AND DETAIL5 E A ,r BRG. a cI 3/EFT D E F G H A IGHT 51 3/16' = V-0 17I5ERGLA66 SHINGLE6 2101 ON 15$ FELT OVER 19/32' 0513 ON PRE-ENGINEERED ROOF TR4,5E5. ATTACH 0.5.5. TO TRUSSES w/ ed NAILS a 6' O.C. is EDGES t 12' O.C. IN FIELD. SPACE TR15SE5 9 24' O.C. I OFF RIDGE VENT. ' FIaERGLA55 5H(N ALUMINUM GUTTER 4 DOWN 5 2X810VO.C.M (2) 2 X 12 @ EACH SIDE OF COL 61MP60N H5 EA. TRUS6 SIMPSON H6 AT EACH GIRDER TRIM 0.6.5. EXTENDES TO TOP OF TOP PLATE 11/2' DRIP EDGE ALUMN. GUTTER 2x 8 THRELLI 2x 8 FACIA — PERFORATED ALUM. 6OFFIT (2)2X12 VINYL SIDING 7/16 OSB SHEATHING I] 5/8 ' TYPE 'C' GYPM CLG PROVIDE DOUBLE STUDS AT EACH END OF EACH GIRDER TRUSS R-11 IN6ULATION P.T. SILL PLATE Ill' DIA. ANCHOR 50LT6 (6' IMBED 4 2' HOOKS) 6 32' O.C. IN CONCRETE. 12' VINYL TRIM 4 _I 4.4 ' i I Wu1F. II IIIIIIIIII�III111jII II 3 05 BARS 18' 2 X i SEE (2) 2 OF 6 ATTR BOL' 1X2 2 X i (TYP 6'x6 7/16 ( 3/8'1 OMTL I W. 3S 12' VINYL TRIM VINYL SIDING Jrr RIDGE VENT. =15ER3LAS5 SHINGLES 4LUMINUM VTER 4 DOWN SPOUT VINYL SIDING 5' VINYL TRIM 12' VINYL TRIM RIDGE VENT. _RGLA5S SHINGLES MINUM TER 4 DOWN SPOUT —Tt31 dYL SIDING VINYL TRIM VINYL TRIM TM AB _iCALUMN ELAN DETAIL 2 X 4 FRAMING (TYPICAL) 6 X 6 POST MAGNA WALL EXTERIOR FIN15H SYSTEM H31vv %A3/4" = 1'-0 0 EAM T( 0�� E (60 Aiial -- V-0 'J' END PIECE 2' VINYL TRIM VINYL SIDING 4 X 6 COL. IN61DE WALL ELEVATION AT TDIBASECAL.) At CA WASH FAJ G D FIBERGLASS SHINUILES 1/16'0,6.15. SHEATHING INBECT SCREEN 15" FELT FIBERGLASS SHINGLES *PHALTIC CEMENT E Fr "r-NGMEERED WOOD TRI,ISSE6 F NOTES NMS: 01. TYPICAL EXTERIOR FINISH 3/8' FIBER REINFORCED STUCCO MAGNA -WALL ONE COAT SYSTEM OR APPROVED CODE EQUAL PER N.E.R. 459 ON PAPER BACK LATH, ON (U LAYER OF 15 # FELT AT CORNER5 ONLY (FELT TO EXTEND 15' MIN. FROM CORNERS) ON 1/16' 0.5.8. SHEATHING 02. THE GARAGE DOORS SHALL BE CAPABLE OF WITHSTANDING WIND PRESSURES OF POSITIVE 33 psf AND NEGATIVE 31 psf. THE ASSEMBLY SHALL BE TE5TED FOR A TIME PERIOD EQUAL TO 3(b00 SECONDS DIVIDED BY 100 MILES PER HOUR THE PERIOD OF TESTING SHALL INCLUDE A 10 SECOND PERIOD AT A LOAD EQUAL TO 15 TIMES THE DESIGN PRE55URE. 0 0 0 0 0 2 05/10/01 BUILDING DEPT. COMMENTS 0 1 03/29/01 I5SUE FOR PERMIT Rev. No Date Issue History OASES) BOLLARD FUGLEBERG KOCH ARCHITECTS OL. BASE G Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 1 2 3 4 5 6 N H CHARLESTON CLUB AMENITIE5 sworeo, FLORIDA � e 02%01°0 Fr0j. 4069-00 MAINTENANCE 5LDG. d GAR WASH ELEVATION5 d SECT. A10.02 RLE: AI002.dwg f -Lm wAs 12'= V- 0' LAST nor: 042VMM O Is C 1-9 E CONC. FORMEI OR PRECAST HORIZ WIRE 5 a 6 REBAR 10 L 11/2 = 1'-0 FILL ALL FOUR CELLS Wl 3000 P51 CONC. REINF. W/ C nru CONTROL JOINT 5/8' THICK 5TUC FINISH. MATCH TEXTURE OF ADJACENT BLD (4)1/2' X 6' G� 2' STEEL PIPE c PVC I X 6 SLA' STEEL GATE ST PROVIDE THREE PHASE 230V 60 AMP SERVICE W/ METER CAN FOR COMPACTOR. COORDINATE W/ POWER CO. AND MANUFACTURER'S REQUIREMENTS -- - - n PROTECT WHERE EXP05ED� RUN 10 4 THW Cu TO 5/8' X 10' COPPER OPTION FOR ELECTRICAL SERVICE TO BE SPECIFIED BY OWNER NOTES 120V 3 WIRE L f1r0j. 4069-00 Z Q GENERAL. NOTES: 30 AMP FUSED DISCONNECT IF THREE PHASE 15 NOT AVAILABLE COORDINATE WITH CIVIL ENGINEER L Y DISCO"CT FUSED PER NAMEPLATE a z v a a S �3 v a E i a a 4'-0' ABOVE GROUND PROVIDE SINGLE PHASE 230V 0 100 AMP SERVICE W/ METER CAN FOR TO 1/4 HP SUMP PUMP COMPACTOR COORDINATE W/POWER CO. AND MANUFACTURER'S 0 120/208 3 4 WIRE REQUIREMENTS. DISCONNECT 60 AMP FUSED D15CONNECT 0 2 05/10/01 %ILDING DEFT. COMMENT5 0 1 FUSED PER NAMEPLATE 16SUE FOR PERMIT Rev. No 4'-0 ABOVE GROUND METER 4#4THWCuW/1#6THW i GROUND IN 11/2' CONDUIT EQUIP PROTECT WHERE CONNECTION TO BE WEATHERPROOF EXP05ED FLEXABLE CONDUIT ELECTRICAL DIAGRAM RUN 1 # 6 Cu 55 NTA (THREE PHASE) TO 5/8'X 10' COPPER OPTION I 1 CLAD GROUND ROD Db-;,AiOELEYATION- 4 Wn'-A' 120V 3 WIRE 30 AMP FUSED DISCONNECT DISCONdECT FUSED PER NAMEPLATE ;4'-0' ABOVE GROUND TO 1/4 HP SUMP PUMP 120/240 3 4 WIRE P16cc SECT 100 AMP FUSED DISCONNECT FUSED PER NAMEPLATE 4'-0 ABOVE GROUND 3 031NW Cu W/ I "6 iNW GROUND IN 11/2' CONDUIT EQUIP CONNECTION TO BE WEATHERPROOF pLEXABLE CONDUIT CI'RIC.4L DIACzRAM(SINGLE PHASE) 5J NTS OPTION 0 2 YARD N7pRANT 12' TO NEAREST SUPPLY LINE COLD WATER 5UPPLY � J NTS in A ,�a.�-I TRENCH— E4 F 8' CMU BOND SEAM 8" CMU CHUTE OPENING % BAR IN FILLED CMU e AT 16' O.C. EXP06ED CMU WITH BITUMINOUS WATER PROOFING PAINT FINISH s� PLATFORM - PROVIDE A SLOPE NOT TO EXCEED 1:20 WITHOUT RAILS. COORDINATE WITH CIVIL ENGINEER ' 3000 P61 CONC. PAD W/ % REBAR _ �► 24' O.C. EA WAY AS INDICATED I= II I I I II - • -_ o -, I III PLACE 2 S CONT. UNDER WALLS AS SHOWN 6 MIL. VAPOR BARRIER ,III I,,III,;,I WELL COMPACTED 501E H NOTE: Fc = 3000 PSI (GONG. 6 28 DAYS) Fs = 6®00 1"51 (YIELD REINF.) 501L = 2000 PF �-RIETAINING I H2�1/2' = 1'-0 1 2 TO NEARES SUPPLY LIN TYPICAL FILLI W/ 1 S VERT. f TO METER H(o 1/4. LAN i);,/ 11-0 DRAINAGE TRENCH WITH 8' METAL GRATE SLOPE TO TOP OF PAVED CONNECTION. RETAINING WALL GRADUALLY STEPS DOWN TO CONCRETE CURB HEIGHT. . D16CHARGE PIPE TO APPROVED OUTFALL. P IF NECESSARY =1NI514 GRADES 4 BERMS BY OTHERS XORDINATE W/ CIVIL ENGINEER 4 .AND5CAPE ARCHITECT NOTE: CONTRACTOR TO COORDINATE COMPACTOR ENCLOSURE, CHUTE LOCATIONS, AND GRADE ELEVATIONS WITH COMPACTOR MANUFACTURER AND CIVIL ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONDITIONS WHICH DIFFER FROM THE DRAWINGS. DRAINAGE TRENCH WITH 8' METAL GRATE 8 9 10 0 C F1 F FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 H L GHARLE5i0N CLUB AMENITIES 'ANIFORD, FLORIDA NOTES L f1r0j. 4069-00 Z Q GENERAL. NOTES: A10.03 01. PROVIDE A RECESS IN COMPACTOR FLOOR v COORDINATE WITH CIVIL ENGINEER L Y E a L u a z v a a S �3 v a E i a a E 1 I f f 0 0 2 05/10/01 %ILDING DEFT. COMMENT5 0 1 03/29/01 16SUE FOR PERMIT Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 H L GHARLE5i0N CLUB AMENITIES 'ANIFORD, FLORIDA a ; m„m„m, f1r0j. 4069-00 GOMPAG?OR ENCLOSURE PLAN ANI) DETAIL5 A10.03 PILE: 1003.dwg FioT wAs. 12': V-0” LLT PLOT: 03/22/01 ED ED . T.5.A. Apr. 0 I 4069-00 �ED ME3,01 00 0 (D A ED ED ED G ED G 0 ED 04/05/01 ISSUE rOR PERMIT ED G Issue History G G ED ED ED J G ED ED ED ED e ED ED Cno (ED (D c ED C ED e G ED ED E) ED fl - . T.5.A. Apr. 0 I 4069-00 MAIM. 5L[)G. ELECTRICAL PLAN tSCNEpULES ME3,01 00 0 CD 0 I 04/05/01 ISSUE rOR PERMIT Rev. No Date Issue History oQ ILL z J V) �F- Cno Q J 9 E G I 1 2 3 4 5 6 8 9 10 FJA I c 0 E H NOTES . T.5.A. Apr. Data 03/20/01 4069-00 MAIM. 5L[)G. ELECTRICAL PLAN tSCNEpULES ME3,01 0 0 I 04/05/01 ISSUE rOR PERMIT Rev. No Date Issue History 41 FUGLEBERG KOCH .ARCHITECTS Orlando 2555 Temple Trail, Vinter Park, FI. 32789 (407) 629-0595 OAC/ ASSOCIATES, AMC. CONSMW E 427 CENTERPOiNTE CIRCLE, SUITE 1025, ALTAMONTE SPRINGS, FLORIDA 32701 (407) 332-5110 FAY: (407) 332-77041 �ssocures INC. CNARLESiON AMENITIE5 5ANFORD, FLORIDA . T.5.A. Apr. Data 03/20/01 4069-00 MAIM. 5L[)G. ELECTRICAL PLAN tSCNEpULES ME3,01 P, U I--- I 4 5 (0 S 9 10 ............................................................................................................................................................................................................................. ................................ .......... .. .., ................. ..,...,. ...••.....,........., .,.,., ................ ::'... ... ..........., , ........ ...; s f......................................... £.... ..:�,.. ..�.,. E ..............................u....:..,,......,.......,..,,,...,,% ("[i £I f ...., f �•:...3 ,, .................. r.i,.i,.................. 5 '•�...................Sf �!%/v�..... t, I....S ...... ....... ....... ....... ......, 3f fl ... ....... ........ .............. .............. ....... ....... ... 5, i............... f'.t £ 5 /•I f 1 •f s f. { t 5:f. s EF— ............�..........i { ! iii £ 5 ....................... s £ { { { § I £{ 5 s ., .,••......, i i if f 10/4 UP TO ROOF DISCHARGE CAP i f a j f U.C. £i i � /g f i{ { 5 j t : .......,............� ...::::•i. { i i i °• i i s%�7''i.% I'°i.....io., s �riiri j "•, jvv. w )s i I s s f f t s 1 i 5 . { i i i iGf £ f 3 {E 5 t• t f i s £ 14X24 DOOR LOUVER S i 2 f f if .{ 115 f .............. .... l £ f , t f " 1' f ...�.. £ f f1 ........................................................................................ .i 1{ f fl ... .../, f: i f.............................................................................................................................................................................................................................................:............................._....;. .... .. 5j f.....ii..... i. ............................................ ...........f /......... ...................................................................................................................................................... f MAINTENANCE BUILDING HY.A.C. PLAN SCALE: 1/4" = V-0" r f F I C� N f FAN SCHEDULE FAN MOTOR EQUAL TO MARK SERVICE TYPE CFM (IN S.P. DRIVE RPM [WATPTS] V/0 MFG. MODEL NOTES EF -1 TOILET ROOM CEILING 125 0.25 DIRECT 1090 [50] 120/1 LOREN COOK GC -320 (1)(2)(3)(4)(5) EF -2 WORK AREA WALL PROP 1260 0.25 DIRECT 581 0.175 120/1 LOREN COOK 245P10D (1)(2)(3)(6) NOTES: 1) PROVIDE DISCONNECT SWITCH MOUNTED AT THE UNIT. 2 PROVIDE WITH BACKDRAFT DAMPER. 3 PROVIDE WITH SOLID STATE VARIABLE SPEED CONTROLLIER MOUNTED AT THE UNIT. 4 FAN SHALL NOTES 3 a a a In V C t 0 Y 01 J� rn ti 4- 0 C O U al DI CL u 3 c v U O 0 'O O E 0 ai c 0 Ol c C L C C a` 0 C 3 E a a S C Z i e 4 f f 1 1 I ) l I I I J t Q Q Q Q Q Q I 04/05/01 ISSUE FOi2 P�RMI�' Rev. No Date Issue History a AK (1) EL) Data 03/20/01 �(]) MAINTENANCE 15LIDG. HY.A.C. PLAN A G G W W G D U I--- I 4 5 (0 S 9 10 ............................................................................................................................................................................................................................. ................................ .......... .. .., ................. ..,...,. ...••.....,........., .,.,., ................ ::'... ... ..........., , ........ ...; s f......................................... £.... ..:�,.. ..�.,. E ..............................u....:..,,......,.......,..,,,...,,% ("[i £I f ...., f �•:...3 ,, .................. r.i,.i,.................. 5 '•�...................Sf �!%/v�..... t, I....S ...... ....... ....... ....... ......, 3f fl ... ....... ........ .............. .............. ....... ....... ... 5, i............... f'.t £ 5 /•I f 1 •f s f. { t 5:f. s EF— ............�..........i { ! iii £ 5 ....................... s £ { { { § I £{ 5 s ., .,••......, i i if f 10/4 UP TO ROOF DISCHARGE CAP i f a j f U.C. £i i � /g f i{ { 5 j t : .......,............� ...::::•i. { i i i °• i i s%�7''i.% I'°i.....io., s �riiri j "•, jvv. w )s i I s s f f t s 1 i 5 . { i i i iGf £ f 3 {E 5 t• t f i s £ 14X24 DOOR LOUVER S i 2 f f if .{ 115 f .............. .... l £ f , t f " 1' f ...�.. £ f f1 ........................................................................................ .i 1{ f fl ... .../, f: i f.............................................................................................................................................................................................................................................:............................._....;. .... .. 5j f.....ii..... i. ............................................ ...........f /......... ...................................................................................................................................................... f MAINTENANCE BUILDING HY.A.C. PLAN SCALE: 1/4" = V-0" r f F I C� N f FAN SCHEDULE FAN MOTOR EQUAL TO MARK SERVICE TYPE CFM (IN S.P. DRIVE RPM [WATPTS] V/0 MFG. MODEL NOTES EF -1 TOILET ROOM CEILING 125 0.25 DIRECT 1090 [50] 120/1 LOREN COOK GC -320 (1)(2)(3)(4)(5) EF -2 WORK AREA WALL PROP 1260 0.25 DIRECT 581 0.175 120/1 LOREN COOK 245P10D (1)(2)(3)(6) NOTES: 1) PROVIDE DISCONNECT SWITCH MOUNTED AT THE UNIT. 2 PROVIDE WITH BACKDRAFT DAMPER. 3 PROVIDE WITH SOLID STATE VARIABLE SPEED CONTROLLIER MOUNTED AT THE UNIT. 4 FAN SHALL NOTES 3 a a a In V C t 0 Y 01 J� rn ti 4- 0 C O U al DI CL u 3 c v U O 0 'O O E 0 ai c 0 Ol c C L C C a` 0 C 3 E a a S C Z i e 4 f f 1 1 I ) l I I I J t Q Q Q Q Q Q I 04/05/01 ISSUE FOi2 P�RMI�' Rev. No Date Issue History a AK Data 03/20/01 4069-00 MAINTENANCE 15LIDG. HY.A.C. PLAN MH3.01 BE CONTROLLED VIA LIGHT SWITCH WITH 10 MINUTE 11ME DELAY. PROVIDE TIME DELAY SWITCH. 5 PROVIDE WITH ROOF DISCHARGE CAP. PRIME AND PAINT TO MATCH ADJACENT SURFACES. 6 FAN SHALL BE THERMOSTAT CONTROLLED. ek FUGLEBERG KOCH ARCHITECTS Orlan a AK Data 03/20/01 4069-00 MAINTENANCE 15LIDG. HY.A.C. PLAN MH3.01 do 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 I I I I I 1 0V/ Aa767WL/4 IGVj M. 427 CENTERPgN1E CIRCLE. SUITE 1825, ALTAMONTE SPRINGS, FLORIDA 32701 (407) 332-5110 FAX: (407) 332-7704 NA55COICCIATCS GHARLES70N AMENITIES FLORIDA a AK Data 03/20/01 4069-00 MAINTENANCE 15LIDG. HY.A.C. PLAN MH3.01 d E W, r. CO CD �u L,Cn 1 2 3 4 5 6 S 9 MAIN SHUT --OFF I" DOMESTIC WATER MAIN. REFER TO SITE DRAWINGS FOR CONTINUATION MAINTENANCE BUILDING PLUMBING PLAN r r i r � SANITARY SEWER AND VENT RISER NTS 3/4" U.G. T" I 1/2w 3/4" ` 1/2" ' ' > �1 PROVIDE ACCESS C PANEL IN WALL FOR ACCESS MAIN SHUT-OFF i DOMESTIC WATER RISER NTS 10 ItA C I E P NOTES 1LS o AK Apr- I 0 MAINTENANCE BLDG. PLUM51NG PLAN MP3.01 A i 0 1 (D (1) G G G 155UE FOR PERMIT Rev. No Date Issue History W C ' G G d E W, r. CO CD �u L,Cn 1 2 3 4 5 6 S 9 MAIN SHUT --OFF I" DOMESTIC WATER MAIN. REFER TO SITE DRAWINGS FOR CONTINUATION MAINTENANCE BUILDING PLUMBING PLAN r r i r � SANITARY SEWER AND VENT RISER NTS 3/4" U.G. T" I 1/2w 3/4" ` 1/2" ' ' > �1 PROVIDE ACCESS C PANEL IN WALL FOR ACCESS MAIN SHUT-OFF i DOMESTIC WATER RISER NTS 10 ItA C I E P NOTES 1LS o AK Apr- Date;a69ea 0 MAINTENANCE BLDG. PLUM51NG PLAN MP3.01 A 0 1 04/05/01 155UE FOR PERMIT Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, venter Park, FI. 32789 (407) 629-0595 VCM ASSOC447FS, M. W SNIGIFASM 427 CENTERPOINTE URCLE. SUITE 1025, ALTAMONTE SPRINGS, FLORIDA 32701 (407) 332-5110 FAX: (407) 332-7704 �IREOD.ITI �i�'IQLSI IV AMENI71E5 s��,FL�oa 1LS o AK Apr- Date;a69ea MAINTENANCE BLDG. PLUM51NG PLAN MP3.01 2 I ' i v I I i' it 1 i i i i W sl ;' II 9 III i i i a I i I �I I A C� g nfaILBIRa�-7-7 FaE=F'F: THOU PIANa ARK RfEVIE'WEP ANQ-PNUTIONALLY ACCRIPTFID FOR PFFNiT, A PfZPMIT I!5SQ1pf? 5HALL.BE CONSTRIJE:J TO N A l.,lccr Ipr� 'ro PROCEF'D WITH THE WORK AND NOT A,(; AUTHORITY TO VIOLATE, CANCEL, AL`rr,.R, C)R $15T ASIDE ANY OF THE PROVISIONS OF THE TEC:HNICCAL. CO(Xv-. NOR SHALL ISSUANCE OF A PERMi r PRF_VENT 1: IE BUILDING DEPT FROM THE:REAF-rER REOI)IRINC; A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. l .%. 11V ED M AY LA� M % it 2sp,, dr Ell Model Codes in effect: a Standard Building Code 1997 ed. Il dsrd Plumbing Code 1997 ed. � 4and�rd Mechanloal Code 1997 ed. , National Electrical Code 1996 ed. Sof City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Cods 1997 !I I FOUN AiION 1 E 3116 . 1 m FLOOR ELAN SCALE: 3/1(o" = I'-0' LL LL LL 2 X 8 5LOCKIW w Eri% I' -(o' X I' -fir' CONtTHICKNESS SLA5 EDGE WK3)15 CONT. X 4 cq a \ X � '4 � z @ 15' 1 1 42' MIN. CLE/ INTERIOR ELEVATION SCALE: 3/8" = 1'-0' 1®800.0 01 1. WORK AREA: 10800.5 PROVIDE SEALED CONCRETE FLOOR WITH 01530F 3/8' SKIM COAT STUCCO WALES PAINTED. 10800.) CEILING TO BE 5/8' GYP. 50AW PAINTED. 10 2.RESTROOM: 10800.4 PROVIDE 48' CERAMIC TILE WAINSCOT OVER 10800.0 2X4 FRAME WALL. FLOOR TO BE VINYL TILE WITH 10800.H CERAMIC TILE SASE. WALLS AND CEILINGS 10800.E TO 5E SKIM COAT STUCCO WITH SEMI -GLOSS 108001 PAINT. 15 A 5 EWC MOUNTING HEIGHT5 SCALE: 3/8' = 1'-0' 11vn.aI6'O.C. TRELLIS NAILING: DETAIL 5CALE: I" = 1'-0' 2X8 5LOCKING I GALVANIZED END NAILS -)12d GALVANIZED TOE NAILS RENE WNWC NOTES D 01 DIVISION 01 - tNEpIAL AND MOISTURE PROTECTION 01530F 230 0 CLASS A MILDEW ta'ESIST,oN? 3HINC�LE ROOFING. 10 DIVISION N0 -SPECIALTIES 10800.8 MIRROR 10800.0 LIGHT A60VE MIRROR. 10800.H 1- 1/2' GRAB SAR 10800) SOAP DISPENSER, 108001 TOILET PAPER HOLDER 10800T1 DRMKMCs FOUNTAIN >- m z = ¢o ❑ a - z ~ c Z Q LL a V)oz O �" J wa Eumo ca T o LL v V) V, J > U w F W U r¢ W I~ w A aZ X Q w Ja 4 U 0 U o U W 0 W w 4_e =o F_F_ L ow oV) �z 0 ca z W o W 0 F W 3 1-0 w uwi F w =w U w ¢x w � w Z e F_ ¢~ _� (L° 3 p oz V)z W Z U U COI}- O V! W W a cn o W ffF a W W >o V)V) D -10 X W U wFL �o 0 W:2 Qaf N 0 a un Z 3 2 ¢V) af > ow wIt viW To z p _ U D U1 ❑ zof W W ./ ❑ 0� W >- T Z =z DRAWN GHEGKED WPP DATE 10-08-01 5GALE AS NOTED JOB NO. 01-m9m SHEET Allml N ^' N a- o NN m 00(D Via �No ® � Q w�Q Qo�- �o Yea, a ui re) I—I Co a �� Q ��d -1O W `T \�} � � U� � I� Z O z ¢ U) �-- \ �/ O o ¢ /J J (n LdJ m wc) V J N 0 Z w w IL o ¢ (E J I r w m i❑ o >- m z = ¢o ❑ a - z ~ c Z Q LL a V)oz O �" J wa Eumo ca T o LL v V) V, J > U w F W U r¢ W I~ w A aZ X Q w Ja 4 U 0 U o U W 0 W w 4_e =o F_F_ L ow oV) �z 0 ca z W o W 0 F W 3 1-0 w uwi F w =w U w ¢x w � w Z e F_ ¢~ _� (L° 3 p oz V)z W Z U U COI}- O V! W W a cn o W ffF a W W >o V)V) D -10 X W U wFL �o 0 W:2 Qaf N 0 a un Z 3 2 ¢V) af > ow wIt viW To z p _ U D U1 ❑ zof W W ./ ❑ 0� W >- T Z =z DRAWN GHEGKED WPP DATE 10-08-01 5GALE AS NOTED JOB NO. 01-m9m SHEET Allml LEFT ELEVATION FLASHING TERMITE tY IG,4 2 SCALE: I' = I' -m' RIGHT EL SCALE: 1/4' = II -m' SCALE: 1/4° = 1'-0' — — — J d d d 14 ----°Q----'�-- Y4. a 71 1 1— —1 1 - ��d I I I I I I I I I d d IIIIIIIIIII� I I I I I I I I I I I I I I I I I I I I o� 2X8 19 16' OZ. SEE STRUCTURAL SIDE ELEVATION (SEE 6TRUCTURAL DRAWING5 24' X 24' LOUVER ±�6C�ALE: 1%1 vA T I ti l 2X8 a I(o' O.C. (2)16D RING SHANK /---�2) 2X12 EACH NAILS * EA. 2XI2 IDE OF COL. NAILING DETAI :ACH � SCALE: I' : I' -m' COL. 06131.8 I II � o 4 X6 (IN WALL) OR 6X6 "mm cv �I - -I- 2) 2X12 r ABEAM t0 WALL CONNECTION (EL�J REM WNWC NOTES 0 03 DIVISION *3 - CONCRETE 03300.8 CONCRETE FOOTING. SEE STRUCTURAL. 033000 6' MIL POLYETHYLENE VAPOR BARRIER ON COMPACTED TERMITE TREATED FILL. 03300.M THICKENED CONCRETE SLAB. Z SEE STRUCTURAL. 05 DIVISION W5 - METALS 05120A PREFAB 12' SINGLE FEDERAL SQUARE COLUMN WITH ARCHITECTURAL NO �� 00(o CAP AND BASE. DESIGN BASIS: �a OLD SOUTH, MOULTRIE MANUFACTURING 06 DIVISION % - WOOD AND PLASTICS 06100.A 2 X P.T WOOD BLOCKING, BRACING OR � PLATE CONTINUOUS. 06100.0 1XP.T WOOD BLOCKING OR FURRING. 06100.D 2X8 WOOD FASCIA. 06100:G PRE-ENGINEERED WOOD TRUSSES � AT 24' O.0 06100.H 1X2 PT WOOD DRIP TRIM H ::�i u Dz BACKUP. 06100.1 4' VINYL TRIM s WINDOW AND DOORS 061314 6X6 POST. SEE STRUCTURAL. 06131B 4x6 POST. SEE STRUCTURAL. 06300.1 1/16' OSB SHEATHING. 01 DIVISION 01 - THERMAL AND MOISTURE O PROTECTION 01210.A FIBERGLASS BATT INSULATION R-30 01210E FIBERGLASS BATT INSULATION R-13 01311.A GALVANIZED 24 GA WATERPROOF OFF RIDGE VENT W/ INSECT SCREEN PAINT TO MATCH ROOF. 01413B METAL FLASHING 01413.0 PAINTED METAL DRIP EDGE. 01413.4 COUNTERFLASHING 01413K 15 0 FELT UNDERLAYMENT. 014604 WRAP 2X FASCIA W/ALUM. WITH DOUBLE BEND ON FACE. 01460E BUILDING WRAP TYVEK OR EQUAL. (COVER ALL EXTERIOR SHEATHING). 01530f 230 0 CLASS A MILDEW RESISTANT SHINGLE ROOFING. 01600:0 CEMENTITIOUS BOARD. 01630.A ALUM. GUTTERS AND DOWNSPOUTS. 01120.A PERFORATED ALUM. OR VINYL SOFFIT. 01920.A CONTINUOUS SEALANT. 06 DIVISION 08 - DOOR AND WINDOWS // S HOLLOW METAL FLUSH DOOR W/LOUVER. 09 DIVISION Ob - FINISHES 09220.0 3/8' MAGNA WALL STUCCO ON PAPER BACKED METAL LATH. SAND FINISH. 09220.1 WEEP SCREED. 09260.A 1/2' GYPSUM BOARD 09260.1- 3-1/2' WOOD STUD FRAMING. GARAGE DOORS SHALL BE CAPABLE OF WITHSTANDING WIND PRESSURES OF POSITIVE 33 PSF AND NEGATIVE 31 PSF. THE ASSEMBLY SHALL BE TESTED FOR A TIME PERIOD EQUAL TO 3600 SECONDS DIVIDED BY 100 MILES PER HOUR THE PERIOD TESTING SHALL INCLUDE A 10 SECOND PERIOD AT A LOAD EQUAL TO 15 TIMES THE DESIGN PRESSURE. vi z 0 J w ❑ z Q V) z a IL I z V, w W 0< a J W m _❑ 0 }m z = Q 0 ❑ IL z <Ln �C �D N Oz U u W V) I- ❑ > U W Iw- W = � U ra � �. W F-- 0- F- 0- < w J a Q� 0 oV) U W w = O oW oV) Z V) O z Z W� w� °3 U W =w U , Ir n. ax w '�,W V)T a� J 7 d O I H i 3 U O F V) Z W IL 2 O D U O 0 w a In O W lyF n. ww >O V)V) D U W U wFL O wIr� Qof (n O U In z ;io <V) �-> o w wit W� �0 zF _ U W0 0� Fn n. WW o� w} � Q CA a m:3� N cD ^' N Z O< Q N NO �� 00(o oz �a �.� 'N' c') Q� a Lj � wa o0: � Y O � �a:3 I CL Lo H ::�i u Dz O V) O O O f? w T \ v � J ~ O J V a Zo 0 � ll F� �z DRAWN WG GHEGKED WPP DATE 10-08-01 5GALE AS NOTED JOB NO, 01-090 5HEET A11m2 a m:3� Z UV z0 oz � wa � �o a Qm _j 0 ui Zo Z DRAWN WG GHEGKED WPP DATE 10-08-01 5GALE AS NOTED JOB NO, 01-090 5HEET A11m2 GENERAL CONDITIONS 1. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO , THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. 2. DESIGN LIVE LOADS ROOF 20 PSF 3. DESIGN WIND LOAD IS 100 MPH WITH SHAPE FACTORS IN ACCORDANCE WITH THE STANDARD BUILDING CODE, 1997 EDITION. FOUNDATIONS 1. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2000, TO BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2. PLACE FOOTINGS/SLAB ON COMPACTED SOIL. FOLLOW RECOMMENDATIONS OF SOILS REPORT. CAST -IN-PLACE CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 4-6% AIR ENTRAINMENT. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8" LAP. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-95. 5. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315-80. 6. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT REINFORCING STEEL. 8. ALL SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" ---------CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 -1/2" -------ALL OTHER CASES. 10. HORIZONTAL SLAB BARS SHALL BE BENT 1'-6" AROUND CORNERS, OR PROVIDE CORNER BARS WITH A 2'-0" LAP ON EACH LEG. 11. MINIMUM LAP SPLICE ON ALL REINFORCING SHALL BE 48 BAR DIAMETERS, 12. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL WALL STUDS AND MISC. WOOD FRAMING SHALL BE NO.2 SOUTHERN PINE. STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: EXTERIOR 2x4'S @ 16"O.C. INTERIOR 2x4'S ® 16"O.C. ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x4 STUDS SPACED AT 24" O.C. SIMPSON H6 AT HEADERS 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL STUD WALLS. 2x SOLE PLATES AT THE EDGES OF SLABS SHALL BE ATTACHED TO THE SLAB WITH SIMPSON MAS MUDSILL ANCHORS (WITH 6 10d NAILS) AT 4'-0" O.C. AT INTERIOR STUD WALLS PROVIDE EITHER HILTI DN72 (WITH 7/8" DIAMETER, 5/64" THICK WASHERS) POWDER ACTUATED FASTENERS AT 10" ON CENTER, OR 1/2" DIAMETER HILTI KWIK-BOLTS (EXPANSION ANCHORS), WITH 6" EMBEDMENT, AT 4'-0" ON CENTER. RED -HEAD FASTENERS OF EQUIVALENT SIZES MAY BE USED. ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY PAUL J. FORD AND COMPANY PRIOR TO INSTALLATION. SEE THE SHEAR WALL SCHEDULE BELOW FOR SPECIAL SOLE PLATE ATTACHMENT AT SHEAR WALLS, 4. STUDS SHALL BE DOUBLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS. 5. WOOD LINTELS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. DOUBLE WALL STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT ALL HEADERS UP TO DOUBLE 2x10. AT ALL OTHER HEADERS PROVIDE MINIMUM TRIPLE WALL STUDS (TWO STUDS BEARINGS, ONE STUD FULL HEIGHT OF WALL). 6. WALL SHEATHING SHALL BE: AT INTERIOR WALLS PROVIDE 1/2" OR 5/8" GYPSUM WALLBOARD (SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS) EACH SIDE OF STUDS. PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING IS NOT REQUIRED AT NON -LOAD BEARING PARTITIONS. AT EXTERIOR WALLS SHEATH THE INTERIOR FACE OF WALLS WITH GYPSUM WALLBOARD AS NOTED ABOVE FOR INTERIOR WALLS. SHEATH THE EXTERIOR FACE OF WALLS WITH 1/2" C -DX (4 -PLY) PLYWOOD (OR 7/16" O.S.B.) NAILED WITH 8d NAILS AT 6" O.C. AT ALL EDGE SUPPORTS, AND 8d NAILS AT 12" O.C. AT ALL INTERMEDIATE SUPPORTS. PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING IS NOT REQUIRED AT NON -LOAD BEARING PARTITIONS, ALL EXTERIOR SHEATHING SHALL EXTEND FULL HEIGHT OF WALLS, STAGGER SHEATHING HORIZONTAL JOINTS SO THEY DO NOT FALL AT HORIZONTAL JOINT BETWEEN DOUBLE TOP PLATES. WHERE SHEATHING CAN NOT EXTEND FULL HEIGHT PROVIDE ADDITIONAL SHEATHING IN TRUSS SPACE PER SECTIONS ON S-5. T. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 8,. ROOF SHEATHING SHALL BE 1/2" NOMINAL C -DX PLYWOOD OR 7/16" O.S.B. NAILED WITH 8d NAILS AT 6" O.C. AT SUPPORTED EDGES, AND 8d NAILS AT 12" O.C. AT INTERMEDIATE SUPPORTS. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES. PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. 9. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY, 10. NAILING SCHEDULE: CONNECTION COMMON NAIL NUMBER OR SPACING SOLE PLATE TO TRUSS OR BLOCKING 16d 16" O.C. STUD TO SOLE PLATE, TOE NAIL 8d 4 DOUBLE STUDS, FACE NAIL 10d 24" O.C. DOUBLE TOP PLATES, FACE NAIL 10d 16" O.C. TOP PLATES LAPS AND INTERSECTIONS 10d 3 TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 BUILT-UP CORNER STUDS 16d 24" O.C. STUDS TO SOLE PLATE, END NAIL 16d 2 STUDS TO TOP PLATE, END NAIL AND TOE NAIL 16d 2 11. WHERE WOOD BEAMS/HEADERS ABUT WOOD COLUMNS, PROVIDE SIMPSON "HUC" CONNECTORS WITH ALL NAILS SPECIFIED BY THE MANUFACTURER. PREFABRICATED WOOD TRUSSES 1.. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED AT EACH END TO THEIR SUPPORTING WALLS OR BEAMS. 2,. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25% FOR ROOF TRUSSES ONLY) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. - ROOF TRUSSES © 24" O.C. SIMPSON H'10 EA. TRUSS 4. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A FLORIDA REGISTERED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT. DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. 5. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND BEFORE FABRICATION HAS BEGUN. 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. 7. DESIGN LOADS - DEAD LOADS: ROOF TRUSSES BOTTOM CHORD 10 PSF TOP CHORD 10 PSF TOP CHORD (AT OVERBUILT AREAS) 5 PSF ADDITIONAL 12 12 5 15 T1, GTI- 12 5 �- T3 12 12 5 1 15 T2 12 3.54F TRUSS TYPES TRUSS NOTES 1 TRUSSES SHOWN FOR GENERAL CONFIGURATION ONLY, WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE GENERAL NOTES. WORKING POINTS SHALL BE DETERMINED BY THE TRUSS MANUFACTURER. 2 TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF ANY BRIDGING OR BRACING REQUIRED TO BRACE THE TRUSS BOTTOM CHORDS FOR WIND UPLIFT. 3 SEE THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, OVERHANGS AND BEARING CONDITIONS. P GIRDER TRUSS PROVIDE ;ON H6 NAIL TO TRUSS TO DOUBLE STUD BELOW 11 11 11 SIMPSO Li CS20 HEADER SIMPSON SP4, (1) FULL HGT STUD AT INTERIOR WALLS OR SP2 EVERY (2) FULL HGT STUDS AT EXTERIOR WALLS OTHER STUD SIMPSON PHD5 (1) BRG STUD SPACED UP I ( @ TYP. R ©SSTUDS TO 4'-=0" (2) BRG STUDS PROVIDE DOUBLE VDOUBLE STUD UNDER SPACED OVER 4'-0" LINTELS STUD UNDER EA. HIP GIRDERS. IN LOAD BEARING WALLS GIRDER I) WALL STUDS >< NAIL STUDS TOGETHER W/ © 16" O.C. MTT28B FOR 16d NAILS EACH PLY © 12" O.C. II (2) SIMPSON SP1 OR (2)H3 HEADER SPANS >4 -0 11 1 (2)SIMPSON SP1 OR (2) H3 (2) H3 FOR SPANS SIMPSON MTT28B EVER i I OTHER STUD 4'-0" OR LESS T_ TYP. W/� (24) 16�d 3/4" DIA. A.B-- TYPICAL LINTEL HOLD DOWN fn�P►nf�C�7►1 TYPICAL STUD / TRUSS HOLD DOWN APPLIES TO ALL STUD WALLS SUPPORTING ROOF TRUSSES. ANCHORAGE/STRAPPING FOR ENDS OF SHEAR WALLS IS NOT SHOWN AND IS IN ADDITION TO THAT SHOWN HERE. 5/8" DIA. A.B -1 TYP GIRDER HOLDDOWN FOR GIRDERS TYPICAL STUD/ TRUSS HOLD DOWN TYPICAL STUD- WA HOLDOWN ELEVATION 1 SCALE: 3/4" = 1'-0" S� . TYP HIP GIRDER HOLDDOWN FOR GIRDERS FASTENER SUBSTITUTIONS ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING FASTENERS ARE ACCEPTABLE SUBSTITUTIONS. THE ALTERNATE FASTENERS SHALL BE SPACED AT THE SAME SPACING AS THE SCHEDULED FASTENERS. SCHEDULED FASTENER ALTERNATE FASTENERS H1 8d RING SHANK NAIL 8d COMMON NAIL 8d SCREW SHANK NAIL H6 0.131" DIA. POWER ACTUATED NAIL o 10d RING SHANK NAIL 10d COMMON NAIL 10d SCREW SHANK NAIL AT BEARING WALLS, AND 0.148" DIA. POWER ACTUATED NAIL 6d COOLER NAIL #6 x 1 1/4" TYPE S OR W DRYWALL SCREW HEADER/BEAM SCHEDULE TYPE HEADER/BEAM NO. SUPPORT STUDS REQUIRED AT EACH END U.N.O. H1 DOUBLE 2x8 o n (2) 2x4 CONT. H6 3 1/2" x 11 1/4" LVL / PSL o (3) 2x4 CONT. 1. PROVIDE WOOD HEADERS OVER ALL OPENINGS IN LOAD BEARING WALLS. IF NO HEADER IS SPECIFIED, PROVIDE H-3 AT BEARING WALLS, AND H-1 AT OTHER WALLS. 407-898-9039 2. AT DOUBLE 2x HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR O.S.B.) CONTINUOUS FLITCH PLATE BETWEEN MEMBERS. DO NOT SPLICE FLITCH PLATE WITHIN 4' OF BEAM CENTERLINE. 3. NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM, EACH SIDE, STAGGERED. 4. ALL HEADER MARKS LISTED IN THE SCHEDULE MAY NOT BE SPECIFIED FOR THIS PROJECT. o PAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 00 "t o n 3670 MAGUIRE BOULEVARD SUITE 110 0 o ORLANDO, FLORIDA 32803 0 PHONE NO. 407-898-9039 m FAX NO. 407-897-3662 REVISIONS BY PERMIT SET 10/08/01 C n � N p � dao I C\2 p SCJ c0 �+ CO O L!1 d� 0 w Lo d co a aaLo CD W cf) `..� ® p L E4 m a cf) o� z� 4r a Cl z z dQ aw CID �a OL _ w Q aj Za Q ao i3 0 U 0 z loll pk LLI ullua w m T �� Q W F � V �o a LIA UIw ww aw otT- >Z N �0 A X w� �0 0 m zz 0 Qa Z �o �F zo d� w� a w} �Q DRAWN B5H GHEGKED JMB DATE 10-8-01 5GALE A5 NOTED JOB NO. OI -Oa0 SHEET s ov 1 40 lei) 67'-1 " MAINTENANCE BUILDING SEE ARCHITECTURAL DRAWINGS FOR TRELLIS FRAMING 3'-0" SQ. SECTION 1 SCALE: 3/4"=1'4° �'- POST >x6x1 /4 /4x12x12 W/ 3/4" DIA. A.B. #3 TIES #5 VERT. #5 EA. WAY co ATION PLAN- TRELLIS CONNECTION TO BLDG. W/ (2) 3/4" DIA. GALV. BOLTS SEE "9/A11.2" MAINTENANCE BUILDING ROOF F 1/4)) = 1'-0" SEE GENERAL NOTES ON SHEET S11.0 FOR ATTACHMENT OF STUD WALLS TO FOUNDATIONS. WWF - SEE FOUNDATION PLAN 00 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS (3) #5 CONT (1) TOP & (2) BOTTOM SEE GENERAL NOTES ON SHEET S11.0 FOR ATTACHMENT OF STUD WALLS TO FOUNDATIONS. WWF - SEE FOUNDATION PLAN 4 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS (3) #5 CONT (1) TOP & (2) BOTTOM JOINT TO BE TOOLED OR SAW -CUT AND FILLED WITH LIQUID POLYMER JOINT SEALANT CUT ALTERNATE WIRES AT JOINT LOCATION FOUNDATION PLAN NOTES: 1 SEE GENERAL NOTES ON SHEET S11.0. 2 SLAB ON GRADE IS 4" THICK CONCRETE REINFORCED WITH 6x6-W1.4xW1.4 WWF PLACED 1 1/2" FROM THE TOP OF THE SLAB. TOP OF SLAB IS 0'-0". THIS IS A REFERENCE ELEVATION ONLY. REFER TO THE CIVIL DRAWINGS FOR THE TRUE NGVD ELEVATION. 3 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 4 7777777= INDICATES 2x4 WOOD STUD WALLS. SHEATH WITH 7/16" O.S.B. FASTEN SHEATHING WITH 8d NAILS © 6" O.C. AT SHEET EDGES AND 8d NAILS @ 12" O.C. IN FIELD. PROVIDE 2x BLOCKING AT ALL SHEET EDGES. USE SIMPSON HD2A HOLDOWN (OR EQUIVALENT) WITH DOUBLE STUDS EACH END OF WALLS AND AT EACH SIDE OF EACH OPENING. 5 VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 6 "C.J." INDICATES CONTROL JOINT. "I.J." INDICATES ISOLATION JOINT. FRAMING PLAN NOTES: 1 SEE GENERAL NOTES AND TRUSS TYPES ON SHEET S11.0. 2 SPACE ROOF TRUSSES AT 2'-0" O.C. MAXIMUM. PROVIDE A TRUSS ANCHOR AT EACH END OF TRUSS PER TYPICAL STUD -WALL HOLDOWN ELEVATION ON SHEET S1.1. HOLDDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. 3 - - - = INDICATES 2x6 STUD WALLS BELOW. 4 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 5 VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 6 ALL TRUSS BEARING AT 8'-6". 12 SEE TRUSS F_ PROFILES SEE PLAN ATTACH TRUSSES PER S11.0 SECTION 5 SCALE: 3/4° TYPICAL CONTROL co � PAUL J. FORD AND COMPANY co a CD STRUCTURAL ENGINEERS 0`40" SECTION 2 SECTIONK'07 JOINT SECTIONrT�"' r� Lo 3670 MAGUIRE BOULEVARD SUITE 110 ORLANDO, 0 0 o cod� o FLORIDA 32803 W c, cn SCALE: 3/4" = 1'-0' S11.1 SCALE: 3/4" = 1'-0' S11.1 SCALE: NTS S11.1 M T3 II T3 �,T m ``' <1 � J a FAX NO. 407-897-3662 m ® w w 0Lo V T3 c z P4 co T3 II N N N N N N N N N o T3 T3 o 0 W �4 N� z II T3 II T3 RIDGE r- I I I I T3 T3 II T3 II II T3 T3 II II T3 T3 II II G A II T3 T3 ~ — — — — H-6 H -177L T3 T �—� — — — — — — _ -- — — — —� — — FT1 — — TRELLIS CONNECTION TO BLDG. W/ (2) 3/4" DIA. GALV. BOLTS SEE "9/A11.2" MAINTENANCE BUILDING ROOF F 1/4)) = 1'-0" SEE GENERAL NOTES ON SHEET S11.0 FOR ATTACHMENT OF STUD WALLS TO FOUNDATIONS. WWF - SEE FOUNDATION PLAN 00 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS (3) #5 CONT (1) TOP & (2) BOTTOM SEE GENERAL NOTES ON SHEET S11.0 FOR ATTACHMENT OF STUD WALLS TO FOUNDATIONS. WWF - SEE FOUNDATION PLAN 4 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS (3) #5 CONT (1) TOP & (2) BOTTOM JOINT TO BE TOOLED OR SAW -CUT AND FILLED WITH LIQUID POLYMER JOINT SEALANT CUT ALTERNATE WIRES AT JOINT LOCATION FOUNDATION PLAN NOTES: 1 SEE GENERAL NOTES ON SHEET S11.0. 2 SLAB ON GRADE IS 4" THICK CONCRETE REINFORCED WITH 6x6-W1.4xW1.4 WWF PLACED 1 1/2" FROM THE TOP OF THE SLAB. TOP OF SLAB IS 0'-0". THIS IS A REFERENCE ELEVATION ONLY. REFER TO THE CIVIL DRAWINGS FOR THE TRUE NGVD ELEVATION. 3 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 4 7777777= INDICATES 2x4 WOOD STUD WALLS. SHEATH WITH 7/16" O.S.B. FASTEN SHEATHING WITH 8d NAILS © 6" O.C. AT SHEET EDGES AND 8d NAILS @ 12" O.C. IN FIELD. PROVIDE 2x BLOCKING AT ALL SHEET EDGES. USE SIMPSON HD2A HOLDOWN (OR EQUIVALENT) WITH DOUBLE STUDS EACH END OF WALLS AND AT EACH SIDE OF EACH OPENING. 5 VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 6 "C.J." INDICATES CONTROL JOINT. "I.J." INDICATES ISOLATION JOINT. FRAMING PLAN NOTES: 1 SEE GENERAL NOTES AND TRUSS TYPES ON SHEET S11.0. 2 SPACE ROOF TRUSSES AT 2'-0" O.C. MAXIMUM. PROVIDE A TRUSS ANCHOR AT EACH END OF TRUSS PER TYPICAL STUD -WALL HOLDOWN ELEVATION ON SHEET S1.1. HOLDDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. 3 - - - = INDICATES 2x6 STUD WALLS BELOW. 4 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 5 VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 6 ALL TRUSS BEARING AT 8'-6". 12 SEE TRUSS F_ PROFILES SEE PLAN ATTACH TRUSSES PER S11.0 SECTION 5 SCALE: 3/4° l� m z 0 Ul uu n z Q m Q a z m z d w I a� �m u� zp o� }m zz a a0. Z Qm z �Q a �d u� m �Q m 0 lu p �z U �k a� uxi a ao o� �o ju H z w Oz z z 0 w Q� F1 ax 4lu .w k 1 o� m� L� o� �o a a� alu o °o �z m 0 �d X N zQ Io J� d� 0 m �z 0 Klu� mz z0 z z0 mIL lu A u, } REVISIONS BY PERMIT 5ET 10/08/01 U) TYPICAL CONTROL co � PAUL J. FORD AND COMPANY co a CD STRUCTURAL ENGINEERS 0`40" SECTION 2 SECTIONK'07 JOINT SECTIONrT�"' � Lo 3670 MAGUIRE BOULEVARD SUITE 110 ORLANDO, 0 0 o cod� o FLORIDA 32803 W c, cn SCALE: 3/4" = 1'-0' S11.1 SCALE: 3/4" = 1'-0' S11.1 SCALE: NTS S11.1 'L PHONE NO. 407-898-9039 m ``' <1 � J a FAX NO. 407-897-3662 m l� m z 0 Ul uu n z Q m Q a z m z d w I a� �m u� zp o� }m zz a a0. Z Qm z �Q a �d u� m �Q m 0 lu p �z U �k a� uxi a ao o� �o ju H z w Oz z z 0 w Q� F1 ax 4lu .w k 1 o� m� L� o� �o a a� alu o °o �z m 0 �d X N zQ Io J� d� 0 m �z 0 Klu� mz z0 z z0 mIL lu A u, } REVISIONS BY PERMIT 5ET 10/08/01 U) � co CDO a o � Q ms � O C�2 J o cod� [--1 P, W c, cn � a <1 � J <1Q m ® w w 0Lo V c z P4 co � u cO r w 1-1 W Z q �DHo o d+ o o 0 W �4 N� z DRAWN B5H CHECKED JM8 DATE 10-8-01 SCALE A5 NOTED JOB NO. OI-Oq0 5HEET s '01 Q CDO a Q ms a o J o 00 <1 z D � a <1 � J <1Q m � V z DRAWN B5H CHECKED JM8 DATE 10-8-01 SCALE A5 NOTED JOB NO. OI-Oq0 5HEET s '01 MAINTENANCE BUILDING PLUMBING FIXTURE SCHEDULE MARK FIXTURE SOIL/ VENT COLD HOT MANUFACTURER DESCRIPTION WASTE WATER WATER / MODEL # WC -1 WATER CLOSET (HANDICAP) 3" 2' 1/2" --- EWER — VITREOUS CHINA, WATER SAVER 1.6 GPIF, SIPHON JET, CYPRESS 17' ELONGATED BOWL, CLOSED COUPLED COMINATION: BOLT 091-0175 CAPS. PROVIDE ANGLE STOP SUPPLIES & ESCUTCHEONS. tis 5 � OLSONITE #94 — SOLID PLASTIC, OPEN FRONT, ELONGATED SEAT. (WHITE) LAV -1 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" AMERICAN — WALL HUNG WITH WALL HANGER WALL HUNG (HANDICAP MOUNT) STANDARD — LAVATORY FAUCET, AMARILIS 7490.172H. 0124.024 POP—UP WASTE, ALL CHROME FINISH. ACCESSORIES — PROVIDE ANGLE STOP SUPPLIES W/ TUBES & ESCUTCHEONS. MB -1 MOP BASIN 3" 1-1/2" 1/2" 1/2" STERN WILLIAMS — 24X24X12 PRECAST TERRAllO MOP SINK WITH FAUCET MOUNTED IN SERIES SB -900 WALL ABOVE FIXTURE. COMPLETE WITH VACCUUM BREAKER, HOSE FAUCET: SPEAKMAN THREAD OUTLET AND BUCKET HOOK, INTEGRAL STOPS AND #SC-5811—RCP MOUNTING BRACKET. PROVIDE STAINLESS STEEL CAP, CAST BRASS CHROME PLATED STRAINER, 3" CAULKED OUTLET, TILTING FLANGES AS REQUIRED. DF -1 HC DRINKING FOUNTAIN 1-1/2" 1-1/2' 1/2" --- SUNROC - STAINLESS STEEL FINISH, PERFORATED DOME STRAINER, PUSH TSF -3100 BUTTON BUBBLER, STOP VALVE, CORD AND PLUG. PROVIDE WALL MOUNTING BRACKETS. WCO WALL CLEAN—OUT SIZE/ NIBCO — PVC APPLICATIONS: SCHEDULE 40 PVC DWV, CLEAN—OUT DWG. --- --- --- #4811-14—V TEE WITH RECESSED BRONZE TAPPED PLUG & STAINLESS JOSAM #58890 STEEL WALL ACCESS COVER. ECO EXTERIOR CLEAN—OUT SIZE/ --- --- --- SEE DETAIL — PROVIDE CLEAN—OUT WITH 2—WAY CLEAN—OUT TEE. DWG. THIS SHEET (LAWN, IN FLUSH 12" X 12" X 4" CONCRETE PAD.) FD -1 FLOOR DRAIN 3" --- --- --- ZURN SUPER FLO - PROVIDE WITH ZURN Z-1022 TRAP PRIMER. S -SERIES HB -1 HOSE BIBB SIZE/ --- 3/4" --- JONESPEC — SANITARY, AUTO DRAINING, FREEZE—LESS, WITH VACUUM DWG. HY-2826 AND BREAKER, BACKFLOW PROTECTED. SEE PLANS FOR WALL KEY 59546-001-00 THICKNESS AND MOUNTING HEIGHT. d- PLUMBING FLOOR PLAN Jlj' "VTR ~' •,,�1 I 2' 1-1/2" I I vi " 2 Io I I I 3" 4 0 3' 3" NTS 3/4" U.G. / Y / / 3/4" / � 1/2" MAIN SHUT-OFF " DOMESTIC WATER MAIN. iEFER TO SITE DRAWINGS "OR CONTINUATION / PROVIDE ACCESS PANEL IN WALL I � FOR ACCESS MAIN SHUT-OFF a DOMESTIC WATER. NTS d cc m cq 0 E.-a 1,4 P4 CQ co -t pool w � Q PA c+� ®� E��� a 0 . I'n H DRAk4N G.5' SHEET a1 10 4L r tis 5 � DRAk4N G.5' SHEET s woo N I `iooa 1311 N � , O W L F- F - do € r� it :�'....... ..... I 13 3 . } } — s 4 I� I ssssisss:ssusss;;:.c 3} £ I } I £ I i I } I 10/4 UP TO ROOF t DISCHARGE CAP - I ' tt I I tt �/anss � /iisn �nsrnns is .............".,.............. . r I U.C. 2024 DOOR LOUVER �i.V.A.C. F L 000' PLA SCALE. 1/4" = V-0" s A SCHEDULE �p DRAWN EFF) FAN MOTOR a EQUAL TO $ CFM .S �. (INEF-1 DRIVE RPM �wHP V/0 MFG. MODEL MARK SERVICE TYPE NOTES JOB NO. TOILET ROOM CEILING 125 0.25 DIRECT 1090 (501 120/1 LOREN COOK GC -320 (1)(2)(3)(4)(5) EF -2 WORK AREA WALL PROP 1260 0.25 DIRECT 581 0.175 120/1 LOREN COOK 24SP10D (1)(2)(3)(6) NOTES: 1 PROVIDEDISCONNECT SWITCH MOUNTED AT THE UNIT. 2 PROVIDE WITH BACKDRAFT DAMPER. 3 PROVIDE WITH SOLID STATE VARIABLE SPEED CONTROLLER MOUNTED AT THE UNIT. 4 FAN SHALL BE CONTROLLED VIA LIGHT SWITCH WITH 10 MINUTE TIME DELAY. PROVIDiE TIME DELAY SWITCH. 5 PROVIDE WITH ROOF DISCHARGE CAP. PRIME AND PAINT TO MATCH ADJACENT SURFACES. 6 FAN SHALL BE THERMOSTAT CONTROLLED. s �p DRAWN EFF) a GH=GKED $ J -w DATE o 10-05-01 9 SCALE 1/4' = 1}-0' JOB NO. x 01-OCJO 0 SHEET F z� Ar 4 I f