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HomeMy WebLinkAbout1700 OLD ENGLAND LOOP 01-000117 SITE PLANDEVELOPER: PICERNE AFFORDABLE DEVELOPMENT; LLC 247 N. WESTMONTE DR ALTAMONTE SPRINGS, FL. 32714 (407) 772-0200 FAX (407) 772-0220 ARCHITECT FORUM ARCHITECTURE 745 ORLENTA AVE., SUITE H21 AL TAMONTE SPRINGS, FL 32701 (407) 830-1400 FAX (407) 830-4143 lam& IL10,15 a IL A a i2;1 CIVIL ENGINEER: LOCHRANE ENGINEERS 201 SOUTH BUMBY AVE. ORLANDO, FL 32803 (407) 896-3317 FAX (407) 896-9167 MECHANICALCETRICAL, PLUMBING ENGINEER* Luc� ca% 1.1 lul cam,; 6.1 BUILDING TYPE I ELEVATIONS cc 14.1 600 S. NORTH LAKE BLVD., STE. 230 LA (407) 767-5188 FAX (407) 767-5772 STRUCTURAL ENGINEER: ENGINEERING SERVICES GROUP 1299 W. FAIRBANKS AVE. SUITE B WINTER PARD FL 32789 (407) 740-7111 FAX (407) 740-7656 o DPtAVVWG LNDFaX PAGE DE-,SCPdPTI0N -R-EV PAGE DESCRLMON REV. PAGE DESCRDDTION REV. PAGE DESCRNTION REV 1.1 TITLE SHEET 4 INDEX Y� 6.1 BUILDING TYPE I ELEVATIONS 14.1 UNITS A, A/RM, � B - PLUMBING PLANS 5 -PI SPEC, FIGATIONS 6.2 BUILDING TYPE 11 ELEVATIONS 14.2 UNITS G $ D - PLUMBING PLANS SP -2 SPED FIGATIONS 1.2 CODE COMPLIANCE $ SYMBOLS 6.5 BUILDING TYPE III ELEVATIONS 14.5 BUILDING TYPE I - PLUMBING PLAN 5P-5 SPED FIGATIONS 6.4 BUILDING TYPE IV ELEVATIONS Z 14.4 BUILDING TYPE II - PLUMBING PLAN 5P-4 SPEOFIGATIONS z 2.( ARCHITECTURAL SITE PLAN U) W v) 0 M co Q 14.5 BUILDING TYPE III - PLUMBING PLAN LL Woo � o 'L M z 5.1 EXTERIOR WALL SEGTIONS (5 STORY) 14.6 BUILDING TYPE IV - PLUMBING PLAN C5.1 GLUEHOUSE FOUNDATION PLAN 5.1 BUILDING TYPE I FOUNDATION PLAN, DETAILS a NOTES 8.2 EXTERIOR WALL SEGTIONS (5 STORY) 14.1 PLUMBING RISERS (-D> - > Q Z G4.1 CLUEHOU5E FRAMING PLAN 5.2 BUILDING TYPE 11 FOUNDATION PLAN, DETAILS 4 NOTES 5.5 INTERIOR WALL SECTIONS (5 STORY) 14.5 PLUMBING 5GHEDULE5 � DETAILS G4.2 GLU5HOU5E FRAMING DETAILS 3.5 BUILDING TYPE III FOUNDATION PLAN, DETAILS 4 NOTES 5.4 FLASHING DETAIL5 G5.1 CLUBHOUSE FLOOR PLAN 3.4 BUILDING TYPE IV FOUNDATION PLAN, DETAILS 4 NOTES 5.5 COLUMN 4 M156ELLANEOU5 DETAILS DOOR 15.1 UNITS A, B, G, � D - LOWER FLOORS - HVAC, PLAN G5.2 CLU3HOUSE INTERIOR ELEVATIONS 5.6 WINDOW DETAILS 15.2 UNITS A, A/RM, B, 4 G - UPPER FLOOR - HVAC, PLAN G6.1 CLUBHOUSE ELEVATIONS 4.1 BUILDING TYPE I FLOOR FRAMING � 5HEARWALL PLANS 15.5 BUILDING TYPE I - HVAC, ELEGTRIGAL PLAN Z G6.2 GLUBHOUSE ELEVATIONS 4.IA BUILDING TYPE I ROOF $ ROOF FRAMING PLAN 1.1 STAIR PLAN, SECTIONS 4 DETAILS (5 STORY) 15.4 BUILDING TYPE 11 - HVAC, ELEGTRIGAL PLAN C-1.1 GLUBHOUSE BUILDING SECTIONS 4.2 BUILDING TYPE 11 FLOOR FRAMING 4 5HEARWALL PLANS 15.5 BUILDING TYPE III - HVAC, ELEGTRIGAL PLAN G5.1 CLUBHOUSE WALL SECTIONS $ DETAIL5 4.2A BUILDING TYPE 11 ROOF i ROOF FRAMING PLAN 10.1 WALL TYPES $ RATED A55EMBLIE5 15.6 BUILDING TYPE IV - HVAC, $ ELEGTRIGAL PLAN w o. 4.5 BUILDING TYPE III FLOOR FRAMING 4 5HEARWALL PLANS 10.2 PENETRATION DETAILS 15.1 HVAC 56HEDULE5 $ DETAILS GP -I CLUBHOUSE PLUMBING PLAN CLUBHOUSE 4.3A BUILDING TYPE III ROOF ROOF FRAMING PLAN 10.3 NOTES PENETRATION DETAILS ', W GP -2 PLUM3ING 5GHEDULE5 DETAILS 4.4 BUILDING TYPE IV FLOOR FRAMING 4 5HEARWALL PLANS we GP -5 CLUEHOUSE PLUMBING R15ER5 4.4A BUILDING TYPE IV ROOF ROOF FRAMING PLAN ��, 16.I UNITS A, A/RM, B - ELEGTRIGAL PLANS X L 4.5 5HEARWALL 5GHEDULE, DETAILS, 4 NOTES (5 STORY) 11.1 MAIL KIOSK - 16.2 UNITS G � D - ELEGTRIGAL PLANS GM -1 GLUFHOUSE HVAC PLAN 4.6 5HEARWALL 5GHEDULE, DETAILS, $ NOTES (2 STORY) JOB NO. 11.2 STORAGE BUILDING 16.5 ELEGTRIGAL 5GHEDULE5 $ RISERS GM -2 GLWHOU5E HVAC 5GHEDULE5 $ NOTES 4.7 FRAMING DETAILS P65 11.5 TRASH COMPACTOR CHECKED 16.4 ELEGTRIGAL 51TE PLAN GM -5 GLWHOU5E HVAC DETAILS LS APPROVED BY .IBB ct ct DATE 11.4 516N DETAILS sz SHEET N0. W , 1.1 5.1 BUILDING TYPE I FLOOR LIFE SAFETY PLANS GE -1 GLUbHOU5E LIGHTING PLAN 5.2 BUILDING TYPE II FLOOR LIFE SAFETY PLANS' m 6E-2 GLU}HOUSE ELECTRICAL POWER$ SYSTEMS PLAN 5.3 BUILDING TYPE III FLOOR LIFE SAFETY PLANS 11�pA� i s 4 GE -3 GLU}HOUSE ELEGTRIGAL 56HEDULE5 RISERS 5.4 BUILDING TYPE IV FLOOR LIFE SAFETY PLANS� A AM 5.5 UNIT TYPE A - 2 BEDROOM / 2 BATH t'` >s' 5.6 UNIT TYPE A/RM - 2 BEDROOM / 2 BATHg 5.7 UNIT TYPE B - 5 BEDROOM 12 BATH UNIT TYPE G- 5 BEDROOM 2 BATHIR V n s 5.1 UNIT TYPE D - 4 BEDROOM / 2 BATH ° -v 4_ 5.10 GGE A551BILITY MANEUVERING DETAILS ell, Aga V �3 i SI o w � 0 w Z M N I C)o z om 0 Q X a� C=) U) W v) 0 M co Q Q �Q oC2o Of LL Woo � o 'L M z o W� 06 W :D .a Wz O 'Q U W Q ❑' N 2 U (-D> - > Q Z 0_ a o CL t� n Z w o. W we X L JOB NO. 5a8 S _ DRAWN BY P65 CHECKED BY GB V APPROVED BY .IBB ct ct DATE 5/15/00 sz SHEET N0. W , 1.1 OGGUPANGY GROUP: GONSTRUGTION TYPE: R-2 APARTMENTS (3 STORY) A-2 CLUBHOUSE: VI APARTMENT (3 STORY): VI CLUBHOUSE: EXCEPT WALLS SUPPORTING I HR. CEILING CONSTRUCTION. RESIDENTIAL - SBC A55EM13LY - 5136 PROTECTED, SPRINKLERED UNPROTECTED, NON-5PRINKLERED 1. TH15 PROJECT 15 DESIGNED AND SHALL 13E BUILT TO COMPLY HITH THE Iggl EDITION OF THE SOUTHERN STANDARD BUILDING CODE, NFPA 101, Iggl EDITION OF THE LIFE SAFETY CODE, AND ALL APPLICABLE LOCAL 60DE5, INCLUDING BUT NOT LIMITED TO CHAPTERS q d 13 OF THE CITY OF SANFORD CODE. 2. HANDICAP ACCE551BIL11Y AND USABILITY 15 DE-51ONED TO COMPLY WITH THE lgcn FAIR HOUSING ACCESSIBILITY GUIDELINE5 (APARTMENTS) AND THE ADA AGGE551BILITY 6UIDELINE5 (CLUBHOUSE) WHERE APPLICABLE. 3. ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH THE Iggb EDITION OF THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL WOE -5. 4. ALL MECHANICAL HORK TO BE IN COMPLIANCE WITH THE 11g1 EDITION OF THE STANDARD MECHANICAL CODE AND ALL APPLICABLE LOCAL CODES. 5. ALL PLUMBING WORK TO BE IN COMPLIANCE WITH THE Igg4 EDITION OF THE STANDARD PLUMBING CODE, AND ALL APPLICABLE LOCAL CODES. 6. ALL GAS HORK TO BE IN COMPLIANCE HITH THE lggl EDITION OF THE STANDARD GAS CODE AND ALL APPLICABLE LOCAL CODES. 1. THE CONTRACTOR SHALL BE RE5PON51BLE FOR COMPLYING HITH ALL APPLICABLE CODES AND MUST NOTIFY THE ARCHITECT OF ANY 015CREPANCIE-5 INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING OR PRIOR TO PROCEEDING HITH THE WORK. b. ALL RE51DENTIAL BUILDINGS SHALL BE CONSTRUCTED WITH AN NFPA 13R SPRINKLER SYSTEM. SYY13OL5 KEY' DINING ROOM NAME INDICATES DESCRIPTION OF USE T DOOR SYMBOL NUMBERED BY TYPES O WINDOW SYMBOL LETTERED BY TYPES BALCONY LT. WT. DHC. N0. ,,�--DWG. TITLE ee� DY�G. TITLE SING �- SCALE ..4•=,�-�• BEY. ..4•=� -- ELEVATION TARGET i n 0 -�-- ELEVATION HOT. BLOCKING GENTERL I NE CL OF BLDG. OR OBJEGT BM. KEY NOTE NOTE NUMBER I LOCATION Of NOTE MANUFACTURER BRC. APPLICATION MAJOR BLDG. SECTION DETAIL LIMBER 2" 5.1 DIRECTION OF DETAIL GUT AND/OR LOCATION SHEET ON HHICH DETAIL 15 DRAHN. I PARTIAL SECTION 5.1 A INTERIOR ELEVATION D 2- 5.1 B DIRECTION OF VIEW G PARTITION SECTION '1---- - PARTITION TYPE ABBREVIATIONS ALUM. ALUMINUM INT. INTERIOR 'I APT. APARTMENT LAM. LAMINATE BALG. BALCONY LT. WT. LIGHT WEIGHT BLDG. BUILDING MAX. MAXIMUM BEY. BEYOND MECH. MECHANICAL BLKG. BLOCKING MFM. MEMBRANE BM. BEAM MFR. MANUFACTURER BRC. BEARING MIN. MINIMUM BRZWY. BREEZEWAY MISC. MISCELLANEOUS GER. CERAMIC MTD. MOUNTED GL. CENTERLINE MTL. METAL CLO. CEILING OG. ON CENTER GLR. CLEAR OSB. SPAN RATED GODS CERTIFIED GONG, CONCRETE UNIT B- 4 UNITS @ 11201 S.F. = ORIENTED STRAND BOARD CONT. CONTINUOUS PT. PRE55URE TREATED GRPT. CARPET PKC. PACKAGE DET. DETAIL PLB. PLUMBING DIA. DIAMETER PVC. POLY VINYL GHORIDE DIM. DIMEN51ON RAD. RADIUS DR. DOOR R5. ROUGH SAYJN DWG. DRAWING REF. REFERENCE EA. EACH REFG. REFRIGERATOR EQ. EQUAL REINF. REINFORCING ELEG, ELECTRICAL REQ. REQUIRED ELEV. ELEVATION RM. ROOM ENG. ENGINEERED 50. 510IN6 EXP. EXPAN51ON SGH. SCHEDULE EXT. EXTERIOR SHT. SHEET FF. FINISHED FLOOR SHTG. SHEATHING FIN. FINISH 51M. 51MILAR FLR. FLOOR SQ. SQUARE FND. FOUNDATION STD. STANDARD FT. FOOT STL. STEEL FTG. FOOTING 5W. SHEAR WALL 6ALV. GALVANIZED SYM. SYMMETRICAL GLS. 6LA55 SYP. SOUTHERN YELLOW PINE 6LZ. GLAZE T86 TONGUE AND GROOVE GWB. GYPSUM WALLBOARD TEMP. TEMPORARY SEE WALL SCHEDULE THK. THICK FOR SPECIFIC TYPE TYP. TYPICAL HG. HOLLOW GORE UL. UNDEW^IRITER'S LABORATORY HDR. HEADER VER. VERIFY HOT. HEIGHT VERT. VERTICAL HORIZ. HORIZONTAL W/ WITH HR. HOUR WG. WATER CLOSET IN. INCH WD. WOOD INST. INSTALLATION WOW. WINDOW INS. INSULATION AREA TABULATION %VI I-HOrR ; VI UNPROT, BUILDING I (BUILDING #1,5,x,10,12,15,14) I. BUILDING 111 (BUILDING #51618,16) MAX. HEIGHT 1N FEET: NET RENTABLE AREA 40' NET RENTABLE AREA 3. UNIT A - 12 UNITS @ 185 S.F. = 11,116 S.F. UNIT A -RM- 4 UNITS @ 11034 S.F. = 41136 S.F. UNIT A -RM- 4 UNITS @ 1054 S.F. = 41136 S.F. UNIT B- 8 UNITS @ 1,201 S.F. = 1,6005 S.F. UNIT B- 8 UNITS @ 11201 S.F. = x,608 S.F. UNIT C - 12 UNITS @ 11225 S.F. = 141700 5.F. TOTAL NET RENTABLE 5PACE 25,540 S.F. TOTAL NET RENTABLE SPACE 281444 S.F. OR055 BUILDING AREA : ;10.5 ,?1.0; GROSS BUILDING AREA ONE STORY ONLY STAIRS - 8 STAIRS @ 13 S.F. = 584 S.F. STAIRS - 8 STAIRS @ 13 S.F. = 584 S.F. BREEZEWAYS = 6 @ 355 S.F. = 2150 S.F. BREEZEWAYS= 6 @ 355 S.F. 21130 S.F. BUILDING I 28,254 S.F. BUILDING 111 311155 S.F. BUILDING II (BUILDING #1,11,15) BUILDING IV (BUILDING #2,4) NET RENTABLE AREA UN NET RENTABLE AREA UNIT A - 12 UNITS @ 185 5.F. = 11116 S.F. UNIT A - 12 UNITS @ 183 S.F. = 11,76 S.F. UNIT B- 4 UNITS @ 11201 S.F. = 4,804 S.F. UNIT ' A -RM- 4 UNITS @ 1034 S.F. = 4,136 S.F. UNIT D - 8 UNITS @ 1,336 S.F. = 101688 S.F. UNIT D- 8 UNITS @ 11336 S.F. = 101688 S.F. TOTAL NET RENTABLE 5PAGE 21,288 S.F. TOTAL NET RENTABLE SPACE 26,620 S.F. GROSS BUILDING AREA 67R055 BUILDING AREA F-y STAIRS - 8 STAIRS @ 15 S.F. = 584 S.F. STAIRS - 8 5TAIR5 @ 13 5.F. = 584 S.F. BREEZEWAYS= 6 @ 355 S.F. 2,130 S.F. BREEZEWAYS = 6 @ 555 S.F. 21130 S.F. BUILDING 11 501002 S.F. BUILDING IV 211554 S.F. CLUBHOUSE �- s U MAINTENANCE BUILDING OR055 BUILDING AREA OR055 BUILDING AREA 600 S.F. TOTAL A/C AREA = 6263 S.F. PATIOS = 1012 S.F. GLUBHOU5E 1555 S.F. MAINTENANCE 600 S.F. TA5LE 500 - ALOWA15LE HEIGHTS $ 5U LD I NG AREAS ONLY PORTION OF TABLE AND RELATED NOTES PERTAINING TO PROJECT HAVE BEEN SHOWN. FOR COMPLETE TABLE 500, REFER TO STANDARD BUILDING (ODE, Igg4 EDITION, LOWER CA5E LETTERS IN TABLE REFER TO NOTES FOLLOWING TABLE. HEIGHT FOR TYPES OF GONSTRUGTION 15 '.IMITED TO THE NUMBER OF 5TORIE5 AND HEIGHT IN FEET 5HOWN. ALLOWABLE BUiLDING AREA (DETERMINE[' BY DEFINITION OF "AREA, BUILDING") 15 5HON IN THOU5AND5 OF 5GUARE FEET PER FLOOR TYPE GONSTRUGTION %VI I-HOrR ; VI UNPROT, a. For height modifications and limitations by occupancy, see Standard Buildiy Code, Ig414 edition: I. Mezzanines MAX. HEIGHT 1N FEET: 2. 40' 503.2.4 3. Assembly Basements OGGUPANGY ' UNS SPR UN5 5PR 503.2.6 5. Educational Basements 503.2.5 6. Mercantile R -RESIDENTIAL a, b, d 1. Residential MAX. NO. OF STORIES U /2 '. . AREA: MULTISTORY : ;10.5 ,?1.0; ; 1.0' 14.0 ONE STORY ONLY ;%105. 51.5 , ;-1.0 21.0 Notes: a. For height modifications and limitations by occupancy, see Standard Buildiy Code, Ig414 edition: I. Mezzanines 503.2.3 2. Basements 503.2.4 3. Assembly Basements 505.2.5 4. Business 503.2.6 5. Educational Basements 503.2.5 6. Mercantile 503.2.6 1. Residential 503.2.2, 503.2.6 b. For area modifications and limitations by occupancy, see Standard BuildinCode, lg14 edition: I. Area increase for separation 503.3.2 2. Assembly 503.4.3, 503.4.4, 503.4.5, 503.4.603.4.8 3. Business 503.4.1, 503.4.5 4. Educational 503.4.2, 503.4.1 5. Factory -Industrial 503.4.1, 503.4.5 6. Mercantile 503.4.1, 503.4.5, 503.4.10 1. Storage 503.4.4, 503.4.8, 503.4.11 d. See 803.1.5 and gO3.1.6 for height limitations of unsprinklered RI and R2 ,cuponcies. Height and area increases in 503.2 are not permitted for NFIPA 13R sprinkler systems installed as an option in 0103.1. In. When all portions of buildings are sprinklered in accordance with the stonrds listed in g03.2, the height of buildings listed under this column may be increased one story. A general area increase provid( for in 503.3.2 may be applied before using footnote h. j. When oil portions of buildings are sprinklered in accordance with the stone -cls listed in gO3.2, the allowable heights raid areas of buildings shall be as listed under this column. 31 0 �c C 0 <C � U 0 o � w Q 0 U UN I Z �• Z b M b 00O Q Q Z� UJ o Q C 0 �s E0 -0 w �p Z n C, °o .o w� F-y W 2 w �rg U a U QP N Z �- s U -a Z .J tf'1 Z 0 U W 0 W Q 0 W Cr x U_ V) JOB NO. Bg8 DRAWN BY MGA CHECKED BY GB APPROVED BY ,IBB DATE 5/15/00 SHEET NO. 1.2 �c C 5TATE ROAD VICINITY MAP &' HIGH MASONRY HALL u >� . �ry �J )1 5' 51DENALK ENTRA ' E ,,ATE5 I ENTRAN E 51rA5 � p I ENTRANCE GATES i i 5 SIDEWALK 6' HIGH "A50NRY WALL '., 101_011 FRONTYA SETBAC NARCISSUS AVE. SITE 9 5 TO N.T.5. MASONRY PIER APARTMENT AND BUILDING SUMMARY BUILDING TYPE QTY. BUILDING UNIT # d TYPE # UNITS V r DESIGNATION M A 2625 A -RM 2628 B 3626 G 3526 = o E o0 Z O a n O a_ BUILDING TYPE 1 z 1 3 1 10 A 12-25/213 2 0 24 UNITS a 12 13 14 A -RM 4-213/213 54 25 56 - wQ B 5-38/25 o_ BUILDING TYPE 11 7 II 15 A I2-25/25 o 24 UNITS 3 ry B 4-313/213 36 - 12 - E E D 8-48/21 o 0 W BUILDING TYPE III4 5 6 8 Ib A -RM 4-26/2B y _ W M 24 UNITS W 5 &-3B/25 - 16 32 45 0 C G 12-313/213 w� o BUILDING TYPE IV 2 4 A 12-2B/25 24 UNITS 2 A -RM 4-26/25 24 5 - - (21 a m D 5-4B/2B � TOTAL 16 144 52 100 48 6' HIGH MA50NRY PIER TRASH COMPACTOR ORNAMENTAL FENCE SIL PLATTED ROAD (O ROW� DRAINAGE DITCH _ rn p ti N O 7 W .2 41 . O 4 1 114 11 T TYPE ; TYPE III-- �� _ TYPE IV n TYPE I 12 1° to ' J TYPE I 10 TYPE III �6` C OFFICE/ GLUBHOUSE AIL KIOSK LOT . _11 1 1 I _�1 �Tit 6' HIGH MASONRY PIER o MASONRY PIER ORNAMENTAL FENCE o " �ARGHITEGi1JRAL SITE PLAN " 501-- NORTH I 'S01_h11 50 GRAPHIC SCALE 25 50 100 ( IN FEET ) I inch = 50 ft. 200 MAIL KIOSK GENERAL NOTES: A. THE 51TE PLAN 15 INTENDED TO CONVEY GENERAL BUILDING RELATIONSHIPS AND BUILDING CODE DATA ONLY. REFER TO APPROVED CIVIL ENGINEERING AND LANDSCAPE ARCHITECTURE DRAWING FOR DETAILED 51TE 6ON5TRU6TION INFORMATION. B. HANDICAP ACCESSIBILITY: ALL GROUND FLOOR APARTMENT UNITS AND PUBLIC BUILDINGS MUST BE CONSTRUCTED TO ALLOW FULL HANDICAP ACGE551BLITY AS DESCRIBED HEREIN AND OTHERWISE RQUIRED BY A.D.A. FAIR HOUSING ACT AND STATE OF FLORIDA LAH5 AND GUIDELINES. CONTACT ARCHITECT IMMEDIATELY TO RESOLVE ANY CONDITIONS THAT DO NOT MEET OR EXCEED THESE REQUIREMENTS. G. ALL FIXTURES AND POLES SHALL BE ANOD. BRONZE (H/APPROVED EQUAL). CONNECT FIXT. TO CL05E5T HOUSE PANEL. D. ALL EXTERIOR BUILDING AND 51TE LIGHTING ARE TO BE CONTROLLED BY PHOTOCELL OR PHOTO -CELL/ CONTACTOR ARRANGMENT. 6' HIGH VINYL COATED E. SPORTS COURT LIGHTING (IF REQUIRED) 15 TO BE CONTROLLED BY MASTER TIME CLOCK/ PHOTO -CELL MOUNTED ON SELECTED LIGHTPOLE. MANUF. MAKE/MODEL SELECTED BY OWNER. MISCELLANEOUS SITE DATA: 51TE LIGHTING BUILDING ILLLUMI NATION- 150H, HP5 WALL PACKS -BUILDING MTD. @ 21'0" HOT. WALKWAYS I PARKING ILLUMINATION - 150H. HPS ON FIBERGLA55 POLES @ 20'-0" HOT. FENCE LEGEND 61-115H MASONRY 56REEN HALL (SEE LANDSCAPE DWG5) 6' HIGH ORNAMENTAL FENCE W/ PIERS (SEE LAND5GAPE DW65) 6' HIGH VINYL GLAD CHAIN LINK FENCE (SEE LAN05GAPE DHG5) CHAIN LINK FENCE (ALONG PROPERTY LINE) - i r- 51 EYARD i --I SETBACK Y 10 1 TYPE TYPE I 1 EI i0 OE Lu0 ( CV POND 2 ( z 1 ,6 - TYPE II _ 10 1 6HIGH VINYL COATED 0C1 CHAIN LINK FENCE (ALONG PROPERTY LINE) -w" I � II TYPE III �I O �.4.�. IQ � z VT 1 IUl TT Tl] l —Lu �i GATE 00015'45" W 1551.18' LIFT STATION SITE PROPERTY LINE (TYP.) b' HIGH VINYL COATED CHAIN LINK FENCE (ALONG PROPOS D PROPERTY LINE) R.O.W: 0 4 0 0 0 V 13 ' n m CL h Y n N 0 0 IF 1 u 0 0 m 0 3 U t a E p 0 1- z 0 3 O V r M z M C� N 00 I = o E o0 Z O a n O a_ (D z o h m 2 0 a Vw U wQ o_ n o V n ry o :00 O E E o 0 W Z _° O N y _ W M � W �o Z 0 C o V w� o 0 �- o (21 a m Lo06 � W t �C^ V } 0 wo � p o � N N _ X r T i Z i V Z � O tl Z G> a n Lo Q � o. 0 p JOB �i CL h Y n N 0 0 IF 1 u 0 0 m 0 3 U t a E p 0 1- z 0 a a n a_ a U n n � o 0 W o V Q t �, W t } 6 o� X o V a n p JOB NO. 5Q8 v � o = DRAWN BY PBS CHECKED BY GB o o APPROVED BY JB5 W DATE 5/15/00 W SHEET N0. W 2.1 3 5 � � i O N• 171.81 (DI_pll bb' -q ilb" I_011 3._4" 41_8".T-4- 4'-0" o g_71 �__---I u i L \ �; 3 UNIT B L w �E _ LLI z O v— � 1 O6 a<v _ I— — I I 173'-b 1/4" BUILDING SYMMETRICAL ABOUT CENTERLINE SII_ j ll v 3'-211 _2d1 121 2" 5-3 I/b" 1 3.1 E- 04 '` J 1 _ I � 5 °-L o UNIT Au� 5 01 3.1 �xj 1.1 �- �i; 1,� . I I n i I I i t If Ft r- �---- 4 05 -I ! ► I 1 3.1 � G °_ r _ 1 I t -°J �.__j UNIT A 1 06 000t a 1 ry 01 I C l I F1 L__JL_- BUILDING TYPE I FOUNDATION PLAN BUILDIN55 # I, 3, q, 10, 12, 13, 14 -- SEE ARCHITECTURAL 51TE PLAN .a SENTRYCOLUMN DETAIL (2)-1/24 X,5" ANCHOR BOLTS OR (2)-MA5 MUD SILL ANCHOR 5TRAP5 ZVI if E� I I El I Q 4" GONG. W/ W W 1.4 X W 1.4 WWF ON b MIL. VAPOR BARRIER ON TERMITE TREATED GOMPAGTED FILL (WRAP WWF AROUND TOP d DOWN FACE OF SLAB) x x INDICATES A SIMP50N HETA20 CA5T-IN STRAP (3) #5 BARS CONT W. / #3 TIES @24" TO (4) 2x4 P05T5. ! T, O.G. MAX. EXT. B�ARIN_ ® E3 INDICATES A SIMPSON HETA20 GA5T-IN STRAP TO (4) 2x4 POSTS. INDICATES A 24"X24" 12" DEEP POURED GONG. PAD FOOTING W/ (4) #4 R005 b" O.G. EACH WAY 3/4"zl'-O' 51MP50N MA5 MUD SILL ANCHOR STRAPS (TYP) W/ 7 MIN. EMBEDMENT ,INTO CONCRETE 20" O.G. (SEE SHEAR WALL SCHEDULE) LARGER BOLT5 ON HOLD DOWN5, VERIFY WITH MANUFACTURER x (3) #5 BAR5 III +� I CONT. W. / #3 71.I1 TIES ®24" D.G. MAX. SIMPSON MA5 MUD SILL ANCHOR STRAPS (TYP.) W/ I" MIN. EMBEDMENT TYP, INTO CONCRETE @ 20" O.G. 2X4 P,T, PLATE —x 1/2" EXPAN51ON JOINT CONT REEZEWAY �1 EXTERIOR BEARING WALL FIN. GRADE V 3/4"=1'-0" 3/411- 11_^u v IN 05 LJ KEY NOTE: GENERAL NOTES: 01, INDICATES A 24" DEEP X Ib" WIDE POURED A. DO NOT SCALE DRAWINGS, USE ONLY FIGURED CONCRETE MONOLITHIC FOOTING WITH (3) #50 ROD5 DIMEN51ON5 (,�►1 CONTINUOUS / OR P05T TENSION SLAB OPTION, B. ALL DIMENSIONS ARE TAKEN FROM OUT TO OUT OF o 02. FLOOR SLAB. 4" THICK CONCRETE SLAB CONCRETE, UNLE55 OTHERWI5E NOTED. O REINFORCED WITH , bXb WI,4XWI.4 WELDED WIRE FABRIC .y CONTINUOUSLY THROUGH ALL MONOLITHIC SLAB G. THE CONTRACTOR SHALL VERIFY AND BE _ FOUNDATIONS. PLACE 5LA5 OVER TERMITE TREATED RESPONSIBLE FOR ALL pIMENSI0N5, SHALL VERIFY WELL -COMPACTED FILL AND 6 -MIL V15GUEEN VAPOR EXISTING TOPOGRAPHY, AND GRADE ELEVATIONS, AND 0 BARRIER. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES 7 J i-% 01 s' P � 01-411 1 03. LOAD BEARING TENANT WA RIDR TO PROCEEDING WITH THE PROJECT. U LL FOUNDATION 12 DEEP 0Z4 a 1 L 1 3 — — X 24 WIDE AT BOTTOM, CONTINUOUS BELOW DOUBLE D. SOIL BEARING VALUES. FOUNDATION DESIGNS o OBffF � 3.1 ----- — STUD PARTY WALL. REINFORCE WITH (3) 45 STEEL BARS 5HOWN HERE ARE BA5ED ON A 501L BEARING VALUE OF ~ C GONTINUOU5LY THROUGH FOOTING3" FROM BOTTOM, 2500 P5F. FOUNDATIONS AND 5LAB5 ARE DESIGNED TO — � Oq _ � POUR THICKENED FOOTING MONOLITHICALLY WITH FLOOR UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED 4 SLAB. NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER w ., 5'-1011/4" c C7 SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, q r AND COMPARE WITH SUBSURFACE 501L INVESTIGATION ` 04, STAIR PAD. BELOW STAIR ASSEMBLY PROVIDE 12" V DEEP THICKENED SLAB WITH O # RECOMMENDATIONS SHOU I if UNIT A Ob ��°° �L 3.1 01 , rt r-- . J� 3.1 w UNIT A 04 b1_611 Oq 2 5. SEE SHOP DRAWINGS LD ON-SITE OBSERVATIONS ^ r FOR SPEGIFIG LOCATION, SHOW THAT FOOTINGS 5HOWN HERE ARE NOT- V ` ^ E [] SATISFACTORY, THE ARGHITEGT SHALL BE CONTACTED J a UNIT B j 05. EXPAN51ON JOINT. PROVIDE 1/2" THICK X 4" WIDE IMMEDIATELY FOR NEW DESIGNS. 0 BITUMINOUS EXPAN51ON JOINT MATERIAL AT ALL 1 B.F.F.03 I 31 I SURFACES WHERE EXTERIOR 5LA55 ABUT FLOOR SLABS. E. MINIMUM OF FOOTING PENETRATION. EXTEND BOTTOM U OF ALL FOUNDATIONS AT PERIMETER OF BUILDING 1311 Ob. CONTROL JOINTS (C.J.). PROVIDE OPTIONALMINIMUM BELOW FIN15HEO GRADE. SAWED CONTROL JOINTS IN SURFACE OF SLAB AT LOCATIONS 0'-3/4" F` _ I INDICATED ON PLAN, JOINTS SHALL BE GUT WITHIN 12 B.F.F.05 i I HOURS OF FINISHING SLABS, METAL EXPAN51ON JOINTS F. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH 41 _1RE GTH _ K ARE ACCEPTABLE IN LIEU OF 5AWED JOINTS. FILL JOINT FOR ALL SLABS, PATIOS, AND FOUNDATIONS SHALL BE ° UNIT B � 1 WITH SEALANT. E _ = MINIMUM 3000 P51 AFTER 23 DAYS, PROVIDE TEST . it REPORTS ON EACU H BUILDING FOR THE OWNER'S RECORD N I Off. CORNER REINFORCEMENT (2) 4 STEEL BARS, 4'-0" u # AND AGGE551 BLE TO THE ARCHITECT. Z g � o < 0'-0" �. �i 02 LONG ® b" O.G. IN SLAB AS SHOWN. Z a G. MAS, MUD SILL ANCHOR STRAPS. PROVIDE SIMPSON L -0'-2" B.F.F. (" i �C� Ob. INDICATES A 12" DEEP x b" GONG, THICKENED EDGE MA5 MUD SILL ANCHOR 5TRAP5 FOR INTERIOR LOAD Cn V ° BEARING AND EXTERIOR FRAME WALL5. PLACE MINIMUM W I I' � � I w/ (I) #5 ROD CONTINUOUS ��'L ' ANCHOR 5TRAP5 PER PLATE AT 20" O G (EXT BR r" 1 I G. Elfolu ! WALL5 $ INT. SHEAR WALL5) AND 43" O.C. (INT. BRC. E I— Oq. INDICATES AN INTERIOR LOAD BEARING WALL 12 yyALLS AND —I � � O I--- — — DEEP X Ia WIDE ® BOTTOM W/ (2) #5 RODS CONTINUOUS. ) LOCATE ANCHOR STRAP I'-0" FROM END OF o ° ZM i --_ I PLATE, FOR HOLD DOWNS CONNECTED TO SLABS, I L— L — L — I 01 COORDINATE MA5 ANGHORSTRAP 51ZE AND LOCATION W ' 3 - r I WITH MANUFACTURERS REQUIREMENT5 AND SHEAR WALL Z w c *13.1 $ SCHEDULE. !1 p C -i�#2 -2 V a B.F.F, � „ a •;8 H, PARTITION ANCHORS. 5EGURE ALL INTERIOR NON o SHEAR WALL NONLOAD BEARING PARTITIONS WITH GUT = a NAILS OR RAM5ET ANCHORS SPACED 4'-0" O.G. MAXIMUM, I --- MINIMUM 2 ANCHORS PER PLATE. U Q = W �N I, SLAB FINISH. PROVIDE STEEL TROWEL FINISH FOR ALL = z a o INTERIOR SLAB AREAS. CREATE BROOM FIN15H TEXTURE U z ° FOR ALL EXTERIOR 5LA55. z o LT5 OR EXP. Q a n J. PLUMBING FIXTURES. DOTTED LINES INDICATE a BOLT5 (SEE STAIR DETAILS 5HT5. GENERAL PLUMBING FIXTURE LOCATION. REFER TO FLOOR u q.l 8 q.2 PLANS AND VERIFY SPEGIFIG FIXTURE LOCATIONS WITH ACTUAL EQUIPMENT REQUIREMENTS.,ik L T.0.5. -0'-2" T.0.5. -0'-b" BE FIN, FLR, K. COMPRESSOR CONDENSER PADS. PROVIDE CON(RET BELOW FIN, FLR, o GONG. W/ bXb W !.4 X W 1.4 SLAB FOR AIR CONDITIONER COMPRE55OR A5 REQUIRED WWF 0 FILL. b BY EQUIPMENT MANUFACTURER. COORDINATE PLACEMENT 3.1 31 OF SLAB WITH FINISH GRADING AT COMPRESSOR LOCATION. o 13'-0" ' x 3'-8" 4'-4 1/4" 1'-4 m a (2) #5 BAR - _DI_b" B.F.F. - 12" 411 " _ _1 4 b (I) #5 BAR CONTINUOUS `' STAIR - m EZEWAY / STAIR TURNIDONN SLAB _ -► F - - 4" GONG. W/ bXb W IAX W 1.4 WWF ON b MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL- 01 ILL- 1 u , 1 o 0 1 L 4 � I HILTI ON12 NAIL OR I/2" DIA, EXPANSION -0 -2" B.F.F. BOLT TYP. W/b" MIN. EMBEDMENT INTO Ob CONCRETE 0 48" O.G. (SEE 5HEARWALL SCHEDULE) LARGER BOLTS ON HOLD DOWN5 4 -I r F VERIFY WITH MANUFACTURER,Lu - 3.1 1 04 � a 2X4 P.T. PLATES (I PLATE 1 I 1 — INT. BRC. WALL)UNIT A v UNIT B .- CONTR L JOINT (PER PLAN OR 5PE( ) a ,.31.411 x N v NO. 5qb — ',iII 01 `C~ �`/ / DRAWN BY PB5 a Iii III"_. 11 - _- - CHECKED BY GB o x APPROVED BY ,05 0 41 24„ „ (3) #5 BAR5 CONT. , " W -0 -0 _01_011& DATE 5!15/00 Z TH I CKBF0 SLAB T NA1�T A�.L Q SHEET NO. 3/4=I -p (INT. BEARING WALL SIMILAR) W "'•• BREEZENA Iv DETAIL q � � 1/4"=1'-0" 3,91 D a 0 v —I - i i . if BUILDING TYPE II FOUNDATION PLAN BUILDIN65 # 1, 11, 15 -- 5EE ARCHITECTURAL 51TE PLANS 0 L 24" 4L K**_,�ENTRY GOLUMN DETAIL (Z-1/2"41) X b" ANCHOR BOLTS OR (2)-MA5 MUD SILL ANCHOR 5TRAP5 INDICATES A 51MP50N HETA20 GA5T-IN STRAP TO (4) 2x4 POSTS. 4" GONG. W/ 6X6 W 1.4 X W 1.4 WWF ON b MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL (WRAP WWF AROUND TOP $ DOWN FACE OF SLAB) EXT. 1/& 0 =1 I -on /v"-1'-0" 51MP50N MA5 MUD SILL ANCHOR STRAPS (TYP) K/ l" MIN. EMBEDMENT TYR INTO CONCRETE @ 20" O.G. 2X4 P.T. PLATE x x If 1/2" EXPAN51ON JOINT CONT. 4" A L la" ARINO BREEZENAY 51MP50N MA5 MUD 51LL ANCHOR INDICATES A 51MP50N 5TRAP5 (TYP.) W/ T" MIN. HETA20 GA5T-IN STRAP EMBEDMENT INTO CONCRETE TO (4) 2x4 P05T5. 20" O.G. (SEE SHEAR WALL SCHEDULE) LARGER BOLTS ON HOLD DOWNS, VERIFY WITH MANUFACTURER INDICATES A 24"X24" 12" x x DEEP POURED GONG. PAD (3) #5 BARS FOOTING W/ (4) #4 RODS ® I sl I I i b" O.G. EACH WAY CONT. W. l #3 I i ! TIES ®24" O.G. II I - MAX. 3/4"=I' -O' EXTERIOR BEARING WALL 5/411=11-011 FIN. GRAPE %I 3/4"=1'-0" <r, (2) #5 BAR IQ" IPIA. LT5 OR EXP. BOLTS (SEE STAIR DETAILS 5HT5. 1.1 $ q.2 T.0.5. 0'-2" BE FIN. FLR. GONG. W/ 6Xb W 1.4 X W 1.4 �IWF 0 RAGIED FILL. T.0.5. -0'-b" BELOW FIN. FLR. 4" 8" #5 BAR CONTINUOUS SLAE3 3/4" =1'-0" HILTI ON12 NAIL OR 1/2" DIA. EXPAN51ON BOLT TYP. W/b" MIN. EMBEDMENT INTO GONGRETE @ 46" O.G. (SEE 5HEARWALL SCHEDULE) LARGER BOLTS ON HOLD DOWN5, VERIFY WITH MANUFACTURER. 2X4 P.T. PLATES (I PLATE ® INT. BRG. WALL) CONTROL JOINT (PER PLAN OR 5PE( ) a ��IAIK - 'ri 0`1 on r,..,�B�RE�EZEVWY /STAIR TURNDOWN 4" GONG. HU bXb W I AX W 1.4 WWF ON b MIL. VAPOR BARRIER ON TERMITE TREATED GOMPAGTEO FILL - x x ll SEI7=11! _ II ttli tt t l`It f'.,i • • ilii: ,t�lp d 4 24" (3) #5 BARS CANT. THICKENED SLAB @ TENANT NALL (INT. BEARING WALL 51MILAR) EIKEY NOTES: GENERAL NOTES: 01. INDIGATE5 A 24" DEEP X 18" WIDE POURED A. DO NOT SCALE DR4AING5, USE ONLY FIGURED GQNCRETE MONOLITHIC, FOOTING WITH (3) #50 R005 DIMENSIONS GONTINUOU5 / OR P05T TEN51ON SLAB OPTION. B. ALL DIMEN51ON5 ARE TAKEN FROM OUT TO OUT OF 02. FLOOR SLAB. 4" THICK CONCRETE SLAB CONCRETE, UNLESS OTHERWISE NOTED. REINFORCED WITH, bXb WIAXW1.4 WELDED WIRE FABRIC CONTINUOUSLY THROUGH ALL MONOLITHIC, SLAB G. THE CONTRACTOR SHALL VERIFY AND BE FOUNDATIONS. PLACE SLAB OVER TERMITE TREATED, RESPONSIBLE FOR ALL DIMEN510N5, SHALL VERIFY WELL -COMPACTED FILL AND b -MIL V15MEEN VAPOR EX15TINO TOPOGRAPHY, AND GRADE ELEVATIONS, AND BARRIER. SHALL NOTIFY ARGHITEGT OF ANY 015GREPANGIE5 PRIOR TO PROCEEDING WITH THE PROJECT. 03. LOAD BEARING TENANT WALL FOUNDATION 12" DEEP X 24" WIDE AT BOTTOM, CONTINUOUS BELOW DOUBLE D. 501L BEARING VALUES. FOUNDATION DESIGNS STUD PARTY WALL. REINFORCE WITH (3) #5 STEEL BARS 5HOWN HERE ARE BASED ON A 501L BEARING VALUE OF CONTINUOUSLY THROUGH FOOTING 3" FROM BOTTOM. 2500 P5F. FOUNDATIONS AND SLABS ARE DESIGNED TO POUR THICKENED FOOTING MONOLITHICALLY WITH FLOOR UNIFORMLY BEAR ON WELL GOMPAGTEO, WELL DRAINED SLAB. NON-EXPAN51VE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, 04. STAIR PAD, BELOW STAIR A55EMBLY PROVIDE 12" AND COMPARE WITH 5UB5URFAGE 501L INVESTIGATION DEEP THICKENED SLAB WITH (2) #5. SEE SHOP DRAWINGS RECOMMENDATIONS. 5HOULD ON-51TE OBSERVATIONS FOR SPECIFIC LOCATION. SHOW THAT FOOTINGS 5HOYJN HERE ARE NOT SATISFACTORY, THE AR( HITEGT SHALL BE CONTACTED 05. EXPANSION JOINT. PROVIDE 1/2" THICK X 4" WIDE IMMEDIATELY FOR NEW DESIGNS. BITUMINOUS EXPAN51ON JOINT MATERIAL AT ALL SURFACES WHERE EXTERIOR 5LA55 ABUT FLOOR 5LAB5. E. MINIMUM OF FOOTING PENETRATION. EXTEND BOTTOM OF ALL FOUNDATIONS AT PERIMETER OF BUILDING ib" Ob. CONTROL JOINTS (G.J). PROVIDE OPTIONAL 5AWED MINIMUM BELOW FINISHED GRADE. CONTROL JOINTS IN SURFACE OF SLAB AT LOCATIONS INDICATED ON PLAN. JOINTS SHALL BE GUT WITHIN 12 HOURS OF FINISHING 5LA65. METAL EXPANSION JOINTS F. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH K ARE ACCEPTABLE IN LIEU OF SAWED JOINTS. FILL JOINT FOR ALL 5LAB5, PATIOS, AND FOUNDATIONS SHALL BE WITH 5EALANT. MINIMUM 3000 P51 AFTER 2& DAYS. PROVIDE 7E5T REPORTS ON EACH BUILDING FOR THE OWNER'5 RECORD 01. CORNER REINFORCEMENT (2) #4 STEEL BARS, 4'-0" AND ACCE551BLE TO THE ARCHITECT. LONG @ 8" O.C. IN SLAB A5 SHOWN. G. MAS, MUD SILL ANCHOR STRAPS. PROVIDE 51MP50N 0&. INDICATES A 12" DEEP x b" GONG. THICKENED EDGE MAS, MUD 51LL ANCHOR STRAPS FOR INTERIOR LOAD W/ (1) #5 ROD CONTINUOUS BEARING AND EXTERIOR FRAME WALLS. PLACE MINIMUM ANCHOR 5TRAP5 PER PLATE AT 20" O.G. (EXT. BRC,. Oq. INDI( ATE5 AN INTERIOR LOAD BEARING WALL 12" WALL5 4 INT. SHEAR WALLS) AND 4b" O.G. (INT. BRG. DEEP X 18" WIDE BOTTOM hU (2) #5 RODS CONTINUOUS. WALL5) AND LOCATE ANCHOR STRAP 1'-0" FROM END OF PLATE. FOR HOLD DOWN5 CONNECTED TO 5LA55, COORDINATE MAS, ANCHOR5TRAP 51ZE AND LOCATION WITH MANUFACTURERS REOUIREMENT5 AND SHEAR WALL SCHEDULE. H. PARTITION ANCHORS. SECURE ALL INTERIOR NON SHEAR WALL NONLOAD BEARING PARTITIONS WITH GUT NAILS OR RAM5ET ANGHOR5 SPACED 4'-0" O.G. MAXIMUM, MINIMUM 2 ANCHORS PER PLATE. 1. SLAB FINISH. PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. CREATE BROOM FIN15H TEXTURE FOR ALL EXTERIOR 5LA55. J. PLUMBING FIXTURES. DOTTED LINES INDICATE GENERAL PLUMBING FIXTURE LOCATION. REFER TO FLOOR PLAN5 AND VERIFY SPECIFIC FIXTURE LOCATIONS WITH ACTUAL EQUIPMENT REQUIREMENTS. K. GOMPRE55OR CONDEN5ER PADS. PROVIDE CONCRETE SLAB FOR AIR GONDITIONER GOMPRE55OR AS REQUIRED BY EQUIPMENT MANUFACTURER. COORDINATE PLACEMENT OF SLAB WITH FINISH GRADING AT COMPRESSOR LOCATION. �.2 I'-4"5'-, 4'-41/4" I'-4 -0'-6" B.F.F.T "113/4" I � I -0'-2" B.F.F. Ob '-10" 4 - b LU3.2 t (- 3.2 04 0 - UNIT A I UNIT D 11'-4" 4'-8LOP" ; 3'-4F 01 " I J -of-Oil BREEZENAY DETAIL 1/411=11-oll d Q 0 w.n o ] Q a 0 ws h a x 0 Z o o c H ] V Z � z m � o _ o U) W ° w M m C Q V U LL v E 0 Elf _ w � z o h N O W — M N ❑ O Z or s � V 06 � �- WWC) w � = o a �- U Q .o 0 W El N N d'- Z a o LL < � z � v z� o ^�^ V t�L n m n y N 0 o U N O a 0 c _m L a 0 z o o Y v a ILK° U 0. V W _ o y 6 W 0 Q V � a m 9 W o a X o 0 o N w n JOB NO. 5ab z DRAWN BY P65 z i CHECKED BY 65 6 0 a APPROVED BY JBB s DATE 5/15/00 a S^ l � V SHEET NO. o 3.2 n ku) 3q 1_b„ EN q8' -z 1/8,1 ('01011_O„ 31_4„ Oil 41_&„ 4._0" 11I -oil �-2"L. 0101 �? �r U 3 C =-jii ! -- u \ 3.3 = 08 Oq v I ( �L� 02 i 1 l `r UNIT G 5 ,CJIL rel Q J� J w 0 3-3 I 01 06 _. 33 05 fid, I I 1 I LL, wig of l UNIT G J f Oil 1 ry i 5 I 3 04 L — — - 3.3 ( = n L I L L._. _J 4- BUILDING TYPE III FOUNDATION PLAN (BUILDING #5, 6, 8 4 16 - SEE ARCHITECTURAL 51TE PLAN) 0 rj_`NENTR�Y�C-,O�LUMN DETAIL (Z-1/24 X 8" ANCHOR BOLTS OR (2)-MA5 MUD 51LL ANCHOR STRAPS 11_011 4" GONG. W/ 6X6 W 1.4 X W 1.4 WWF ON 6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL (WRAP WWF AROUND TOP 4 DOWN FACE OF SLAB) F_/ 151-51/151, lq7'-2 1/4" BUILDING 5YMMETRIGAL ABOUT CENTERLINE 0 01 O _ i l 18'-4 1/4" 01 015 33 — — — -5 F 3 01 05 `�. 04 �) cz 01 I 5 r �D _ _. J ( UNIT NIT B O6 I 1 i _ U --- 5 E _j" w I1c� 3.3 I I I 03 f -rte i' �� ( 5 a -0'-I/2" O6 I 5 3.3 01. -� B.F.F. 3.3 " � I 3.3 I I 03 K I 05 ,�, UNIT G o r _ - I UNIT BEl ( Y i l I 1 pi_oi, 0l_p11I- 07 L--? 02 -0'-2" BFF ... - -- 5'-II 1/2" N, 1 K_ NZ 5IMP50N MA5 MUD SILL ANCHOR - STRAPS (TYP.) W/ 7" MIN. EMBEDMENT TYP. INTO CONCRETE ® 20" O.G. 2X4 P.T. PLATE x x x INDICATES A 51MP50N (3) #5 BARS DONT. HETA20 CAST -IN STRAP 1/2 EXPANSION JOINT CONT. TO (4) 2x4 POSTS. W. / #3 TIES ®24 - O.G. MAX. EXT. E3 ' I NG BREEZENAA 3/411=11_/'11 SIMPSON MA5 MUD SILL ANCHOR INDICATES A SIMPSON STRAPS (TYP) W/ 7 MIN. HETA20 GA5T-IN STRAP EMBEDMENT INTO CONCRETE @ TO (4) 2x4 POSTS. 20" O.C. (SEE SHEAR WALL SCHEDULE) LARGER BOLTS ON HOLD DOWN5, VERIFY WITH MANUFACTURER FIN. GRADE INDICATES A 24"X24" 12" x x lk DEEP POURED GONG. PAD (3) #5 BARS I, i h FOOTING W/ (4) #4� ROD5 @ CONT. W. / #3 ; ► t i i ► 17 I 1 6" O.G. EACH WAY „ TIES ®24 O.C. i r MAX. - - f+ IIS • 3/4"=11_0u EXTERIOR BEARING WALL 3/4"= I'-0" x x x - i 11 ' I i_ .III -IPI�III (2) #5 BAR 41( 1211 I 411 ® STAIR BREEZEV4A)" 4" GONG. W/ 6X6 W I AX N IA WWF ON 6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL - LT5 OR EXP. BOLTS (SEE STAIR DETAILS 5HT5. q.l 4 q.2 ilk T.0.5. -0'-2" BE FIN. FLR, GONG. HU 6Xb W 1.4 X W 1.4 WWF ON FILL, _I L_ S' 01 3 j' 3.1 _01.6,1 B.F.F. T.0.5. -0'-b" BELOW FIN. FLR. (1) #5 BAR GONTINUOU5 / 5TA I R TURNPONN 5LA5 3/41f=11-011 /411=11_011 HILTI DN12 NAIL OR 1/2" DIA. EXPAN51ON BOLT TYP. W/6" MIN. EMBEDMENT INTO CONCRETE ® 48" O.G. (SEE 5HEARWALL SCHEDULE) LARGER BOLTS ON HOLD DOWN5, VERIFY WITH MANUFACTURER. 2X4 P.T. PLATES (I PLATE 0 INT. BRC. WALL) CONTROL JOINT (PER PLAN OR SPEC) =III Ii1 j 111_=1 I 1 4' 24" " (3) #5 BAR5 CONT. �THICKFNFO 5LAE TENANT HALL (INT. BEARING WALL SIMILAR) 3/4"=1'-0" I v- c� ❑ KEY NOTES 01. INOIGATE5 A 24" DEEP X 24" WIDE POURED CONCRETE MONOLITHIC FOOTING WITH 345,P RODS CONTINUOUS/ OR P05T-TEN51ON SLAB OPTION. 02. FLOOR SLAB. 4" THICK CONCRETE SLAB REINFORCED WITH, 6X6 WI.4XAI.4 WELDED WIRE FABRIC CONTINUOUSLY THROUGH ALL MONOLITHIC SLAB FOUNDATIONS. PLACE SLAB OVER TERMITE TREATED, WELL COMPACTED FILL AND 6 -MIL V15GUEEN VAPOR BARRIER. 03. LOAD BEARING TENANT WALL FOUNDATION 24" DEEP X 24" WIDE AT BOTTOM, CONTINUOUS BELOW DOUBLE STUD PARTY WALL. REINFORCE WITH 2 #5 STEEL BARS CONTINUOUSLY THROUGH FOOTING 3" FROM BOTTOM. POUR THICKENED FOOTING MONOLITHIGALLY WITH FLOOR SLAB. 04. STAIR PAD. BELOW STAIR A55EMBLY PROVIDE 12" DEEP THICKENED 5LAB WITH 245. 05. EXPANSION JOINT. PROVIDE 1/2" THICK X 4" WIDE BITUMINOUS EXPANSION JOINT MATERIAL AT ALL 5URFAGE5 WHERE EXTERIOR SLABS ABUT FLOOR SLABS, 06. CONTROL JOINTS (C.J). PROVIDE OPTIONAL SAWED CONTROL JOINTS IN 5URFAGE OF SLAB AT LOCATIONS INDICATED ON PLAN. JOINTS SHALL BE GUT WITHIN 12 HOURS OF FIN15HING SLABS. METAL EXPANSION JOINTS ARE ACCEPTABLE IN LIEU OF SAWED JOINTS. FILL JOINT WITH SEALANT. 01. CORNER REINFORCEMENT 2- #5 STEEL BARS, 4'-0" LONG ® 8" O.G. IN SLAB AS SHOWN. 0&. INDICATES AN 8"x8" CONC. THICKENED EDGE W/ 14 54) ROD CONTINUOUS, Oq. INDICATES AN INTERIOR LOAD BEARING WALL 24" DEEP X 16" WIDE @ BOTTOM W/ 2- #5 0 RODS CONTINUOUS. SEE SHEET 3.1 FOR GENERAL NOTES. BREEZEWAY DETAIL 1/4111=11-011 0 d- 1 m Ir 0 O al, O � O� HILTI DN12 NAIL OR 1/2" DIA. EXPAN51ON BOLT TYP. W/6" MIN. EMBEDMENT INTO CONCRETE ® 48" O.G. (SEE 5HEARWALL SCHEDULE) LARGER BOLTS ON HOLD DOWN5, VERIFY WITH MANUFACTURER. 2X4 P.T. PLATES (I PLATE 0 INT. BRC. WALL) CONTROL JOINT (PER PLAN OR SPEC) =III Ii1 j 111_=1 I 1 4' 24" " (3) #5 BAR5 CONT. �THICKFNFO 5LAE TENANT HALL (INT. BEARING WALL SIMILAR) 3/4"=1'-0" I v- c� ❑ KEY NOTES 01. INOIGATE5 A 24" DEEP X 24" WIDE POURED CONCRETE MONOLITHIC FOOTING WITH 345,P RODS CONTINUOUS/ OR P05T-TEN51ON SLAB OPTION. 02. FLOOR SLAB. 4" THICK CONCRETE SLAB REINFORCED WITH, 6X6 WI.4XAI.4 WELDED WIRE FABRIC CONTINUOUSLY THROUGH ALL MONOLITHIC SLAB FOUNDATIONS. PLACE SLAB OVER TERMITE TREATED, WELL COMPACTED FILL AND 6 -MIL V15GUEEN VAPOR BARRIER. 03. LOAD BEARING TENANT WALL FOUNDATION 24" DEEP X 24" WIDE AT BOTTOM, CONTINUOUS BELOW DOUBLE STUD PARTY WALL. REINFORCE WITH 2 #5 STEEL BARS CONTINUOUSLY THROUGH FOOTING 3" FROM BOTTOM. POUR THICKENED FOOTING MONOLITHIGALLY WITH FLOOR SLAB. 04. STAIR PAD. BELOW STAIR A55EMBLY PROVIDE 12" DEEP THICKENED 5LAB WITH 245. 05. EXPANSION JOINT. PROVIDE 1/2" THICK X 4" WIDE BITUMINOUS EXPANSION JOINT MATERIAL AT ALL 5URFAGE5 WHERE EXTERIOR SLABS ABUT FLOOR SLABS, 06. CONTROL JOINTS (C.J). PROVIDE OPTIONAL SAWED CONTROL JOINTS IN 5URFAGE OF SLAB AT LOCATIONS INDICATED ON PLAN. JOINTS SHALL BE GUT WITHIN 12 HOURS OF FIN15HING SLABS. METAL EXPANSION JOINTS ARE ACCEPTABLE IN LIEU OF SAWED JOINTS. FILL JOINT WITH SEALANT. 01. CORNER REINFORCEMENT 2- #5 STEEL BARS, 4'-0" LONG ® 8" O.G. IN SLAB AS SHOWN. 0&. INDICATES AN 8"x8" CONC. THICKENED EDGE W/ 14 54) ROD CONTINUOUS, Oq. INDICATES AN INTERIOR LOAD BEARING WALL 24" DEEP X 16" WIDE @ BOTTOM W/ 2- #5 0 RODS CONTINUOUS. SEE SHEET 3.1 FOR GENERAL NOTES. BREEZEWAY DETAIL 1/4111=11-011 0 d- 1 m Ir 0 O O � O� h w Q hn ZN L M 1 a o o m 0 z 0 U) W a X Q !z^ V (:> to I M W 00 o O d O o ce ❑ LAJ W I"- o Z 06 W 0 W F- r , N V = n/ LL C) W 6 ~ � O 4 Q W 1- T V o r ^ N V � Z 4 Z Q J n W n Z 0 v V) W 0 W Q 0 w x vi JOB NO. DRAWN BY PBS CHECKED BY GB APPROVED BY JBB DATE SHEET NO. 3.3 (BUILDING # 2 8 4 - 5EE ARCHITECTURAL 51TE PLAN) 0 7q'-0 1/4" 1/0"=l _U 4" GONG. W/ 6X6 W 1.4 X W 1.4 L2yX4 N MA5 MUD 51LL ANCHOR WWF ON 6 MIL. VAPOR TYP.) W/ 7 MIN. EMBEDMENT BARRIER ON TERMITE CONCRETE @ 20" O.G. TREATED COMPACTED FILL (WRAP WWF AROUND TOP 8 (2)-1/2"4 X 8" ANCHOR BOLTS DOWN FACE OF SLAB) OR (2)-MA5 MUD SILL PLATE ANCHOR STRAPS x x INDICATES A 5IMP50N l , (3) #5 BARS CONT, I; 1/2" EXPAN51ON JOINT CONT. HETA20 GA5T-IN STRAP W. / #3 TIES @24 TO (4) 2x4 POSTS. D.G. MAX. EXT. � -BRING © BREEZENAY 2411 r,'N\ ENTRO T COLUMN DETAIL LOUVERED DOOR .moi '� I Cl 01 Cl HVAC _PLAN SCALE: 1/4"=1'-O" INDICATES A 51MP50N HETA20 GA5T-IN STRAP TO (4) 2x4 POSTS. INDICATES A 24"X24" 12" DEEP POURED GONG. PAD FOOTING W/ (4) 44� R005 @ 6" O.G. EACH WAY 3/4"= I'-0'1 RvF 51MP50N MA5 MUD SILL ANCHOR STRAPS (TYP.) W/ -I" MIN. EMBEDMENT INTO CONCRETE @ 20" O.G. (SEE SHEAR WALL SCHEDULE) LARGER BOLTS ON HOLD DOWN5, VERIFY WITH MANUFACTURER x (3) #5 BARS CONT. W. / #3 TIES @24" O.G. I- MAX. 5/4"=l 1-0 " �1EXTERIOR BEARING WALL PORCH 3/4"=1'-0" cv '° LT5 OR EXP. BOLTS (SEE STAIR DETAILS 5HT5. q.1 $ q.2 T.0.5. -0'-2" BE FIN. FLR. GONC. A/ 6Xb W 1.4 X W 1.4 WWF 0 D FILL. 5-1 T .0.5. -0'-b" BELOW FIN. FLR. +II. iL 1(2) #5 BAR 4" {2" 4" 4" #5 BAR CONTINUOUS @ STAIR 5REEZENAY / STAIR TURNPOHN SLAE HILTI DN12 NAIL OR 1/2" DIA. EXPAN51ON BOLT TYP. W/6" MIN. EMBEDMENT INTO CONCRETE @ 45" O.G. (SEE 5HEARWALL 4 GONG. W/ bXb W IAX W 1.4 SCHEDULE) LARGER BOLTS ON HOLD DOWN5, WWF ON b MIL. VAPOR VERIFY WITH MANUFACTURER. a BARRIER ON TERMITE TREATED COMPACTED FILL --\2X4 P.T. PLATES (I PLATE @ INT. BRG. WALL) GONTRQL JOINT (PER PLAN OR SPEC) _ i5X1 A - r - -- --A 15_X1__5_ - 1 500 i ; 500 I I, I 1 1 , �_� = 7= a 7 _.t 2411 �.. F____(=) #s s„Rs cox.. <t_10 A THICKENED SLAB @ TENANT WALL (INT. BEARING WALL SIMILAR) 3/4"=1'-011 wrr KEY NOTES: GENERAL NOTES: 01. INDICATES A 24" DEEP X IV WIDE POURED A. DO NOT SCALE ORAWIN55, USE ONLY FIGURED CONCRETE MONOLITHIC FOOTING WITH (3) #50 R005 DIMENSIONS F-+ CONTINUOUS / OR P05T TENSION SLAB OPTION. B. ALL DIMEN51ONS ARE TAKEN FROM OUT TO OUT OF 02. FLOOR SLAB. 4" THICK CONCRETE SLAB CONCRETE, UNLE55 OTHERN15E NOTED. REINFORCED WITH , 6Xb WIAXWIA WELDED WIRE FABRIC 0 CONTINUOUSLY THROUGH ALL MONOLITHIC SLAB G. THE CONTRACTOR SHALL VERIFY AND BE a FOUNDATIONS. PLACE SLAB OVER TERMITE TREATED, RE5PON51BLE FOR ALL DIMEN510N5, SHALL VERIFY a WELL -COMPACTED FILL AND 6 -MIL V15QUEEN VAPOR EXISTING TOPOGRAPHY AND GRADE ELEVATIONS, AND o BARRIER SHALL NOTIFY ARCHITECT OF ANY D15CREPANGIE5 0 o FOUNDATION 12 PRIOR TO PROCEEDING WITH THE PROJECT. u 03. LOAD BEARING TENANT WALL 0 DEEP ` X 24" WIDE AT BOTTOM CONTINUOUS BELOW DOUBLE D. 501E BEARING VALUES. FOUNDATION DESIGNS 5TUO PARTY WALL. REINFORCE WITH (3) #5 STEEL BARS SHOWN HERE ARE BASED ON A 501L BEARING VALUE OF W CONTINUOUSLY THROUGH FOOTING 3 FROM BOTTOM. 2500 PSF. FOUNDATIONS AND 5LA55 ARE OE51ONEO TO (� c POUR THICKENED FOOTING MONOLITHICALLY WITH FLOOR UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NDN-EXPAN5IVE SOILS. A CERTIFIED SOILS ENGINEER SLAB. SHALL REVIEW FOUNDATION DE51GN5, BUILDING LOADS, AND COMPARE WITH SUBSURFACE 501L INVESTIGATION O 04. STAIR PAD. BELOW STAIR ASSEMBLY PROVIDE 12 a DEEP THIKENED SLAB WITH (2) #5. SEE SHOP DRAWINGS RECOMMENDATIONS. SHOULD ON-51TE OBSERVATIONS C ^ t SHOW THAT FOOT I N05 SHOWN HERE ARE NOT �1 FOR SPECIFIC LOCATION. 5AT15FAGTORY, THE ARCHITECT SHALL BE CONTACTED ° 05. EXPAN51ON JOINT. PROVIDE 1/2" THICK X 4" WIDE IMMEDIATELY FOR NEW DESIGNS. BITUMINOUS EXPAN51ON JOINT MATERIAL AT ALL SURFACES WHERE EXTERIOR SLABS ABUT FLOOR SLABS. E MINIMUM OF FOOTING PENETRATION. EXTEND BOTTOM n OF ALL FOUNDATIONS AT PERIMETER OF BUILDING IS" y N CL Db. CONTROL JOINTS (C.J). PROVIDE OPTIONAL 5AWED MINIMUM BELOW FINISHED GRADE. CONTROL JOINTS IN 5URFACE OF SLAB AT LO( ATION5 K INDICATED ON PLAN. JOINTS SHALL BE GUT WITHIN 12 HOURS OF FIN15HINO SLABS. METAL EXPAN51ON JOINTS F. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH 3 ARE ACCEPTABLE IN LIEU OF 5AWED JOINTS. FILL JOINT FOR ALL 5LA55, PATIOS, AND FOUNDATIONS SHALL BE U h v WITH SEALANT. MINIMUM 3000 P51 AFTER 28 DAYS. PROVIDE TEST Z p o REPORTS ON EACH BUILDING FOR THE OWNER'5 RECORD p > ° Z 01. CORNER REINFORCEMENT (2) #4 STEEL BARS, 4'-0" AND AGGE5515LE TO THE ARCHITECT. 076 r LONG @ b" O.G. IN SLAB A5 SHOWN. w M 6. MA5 MUD SILL ANCHOR 5TRAP5. PROVIDE 51MP50NLl.! o co o MA5 MUD SILL ANCHOR 5TRAP5 FOR INTERIOR LOAD Q o O8. INDICATES A 12" DEEP x 8" GONG. THICKENED EDGE BEARING AND EXTERIOR FRAME WALL5. PLACE MINIMUM o v 0 W/ (U #5 ROD CONTINUOUS Li E ANCHOR STRAPS PER PLATE AT 20" O.G. (EXT. BRC. Q w WALLS 4 INT. SHEAR WALLS) AND 48" O.G. (INT. BRG. z N o Oq. INDICATES AN INTERIOR LOAD BEARING WALL 12" WALL5) AND LOCATE ANCHOR STRAP 1'-0" FROM END OF ❑ o 4>1 DEEP X IS" WIDE @ BOTTOM W/ (2) #5 8005 CONTINUOUS. PLATE. FOR HOLD DOWN5 CONNECTED TO 5LA65, Z w COORDINATE MA5 ANGHOR5TRAP SIZE AND LOCATION — WITH MANUFACTURERS REQUIREMENT5 AND SHEAR WALL o2S vi 3 SCHEDULE. ui w o = o a H. PARTITION ANGHOR5. SECURE ALL INTERIOR NON N 40o SHEAR WALL NONLOAD BEARING PARTITIONS WITH GUT U Q a NAILS OR RAM5ET ANCHOR5 5PAGED 4'-0" O.G. MAXIMUM, Lij ❑ MINIMUM 2 AN( PER PLATE. = z a o ° I. SLAB FINISH. PROVIDE STEEL TROWEL FINISH FOR ALL , U z 1 INTERIOR SLAB AREAS. CREATE BROOM FIN15H TEXTURE CLQ FOR ALL EXTERIOR 5LA55. a U J. PLUMBING FIXTURES. DOTTED LINES INDICATE a GENERAL PLUMBING FIXTURE LOCATION. REFER TO FLOOR PLANS AND VERIFY SPECIFIC, FIXTURE LOCATIONS WITH ACTUAL EQUIPMENT REGUIREMENT5. K. COMPRE55OR CONDEN5ER PADS. PROVIDE CONCRETE SLAB FOR AIR CONDITIONER COMPRESSOR AS REQUIRED 1 6 BY EQUIPMENT MANUFACTURER. COORDINATE PLACEMENT n OF 5LAB WITH FIN15H GRADING AT COMPRESSOR 3.4 3.4 131-011 LOCATION. _ 1 1'-4" 5'-113/4" 4'-41/4" 1'-4 4'-8" -0'-6" B.F.F. �_ _1 y Fl 1 . = a N -1 F �= o 1 ° ►'� 4�i -0 -2" B.F.F. L OS W , o W 0 - - — -� a Q W ('4 � %o a > 04 o I` UNIT A UNIT D x � y n 4'-8" , 3'-4" JOB NO. 5q8 U DRAWN BY P55 CHECKED BY 05 o o 01 f APPROVED BY .IBB / \ DATE 5/15/00 _ p'_ poi SHEET NO. O v a BREEZENAY DETAIL 6 • 1/4"_ I I-0" U HVAC KEY NOTES --- -- 1 4" THICK CONCRETE CONDENSER PAD. PROVIDE 1" CONDENSATE DRAIN LINE. 1/4" FOR WHEN REFRIGERANT LINE I ( PAD DIMENSIONS SHALL EXCEED CU COMMON LINES. INSULATE ABOVE GRADE AND RUNS EXCEED 50 EQUIVALENT FEET, SIZE �- PROVIDE P -TRAP AT AHU. ROUTE TO FLOOR DRAIN REFRIGERANT LINES PER CU MANUFACTURER'S DIMENSIONS BY 6" ON ALL SIDES AND 1 i SHALL ALLOW FOR REFRIGERANT PIPING THIS ROOM. PROVIDE 2" AIR GAP BETWEEN DRAIN RECOMMENDATIONS FOR THE SPECIFIC LENGTH I I STUB -UP. PLACE CU AWAY FROM ROOF DRIP LINE &FLOOR DRAIN. INVOLVED. ALSO PROVIDE ACCESSORIES AS I LINE. PROVIDE MANUFACTURER'S RECOMMENDED BY MANUFACTURER. IF USING 1 RECOMMENDED CLEARANCES. ANCHOR CU 4� MOUNT AHU ON PLYWOOD PLATFORM AS THE BASIS OF DESIGN CARRIER CU, FOLLOW I SECURELY TO PAD WITH 4 3/4 LAG BOLTS DETAILED ON SHEET C -M3. THE RECOMMENDATIONS IN CARRIERS LONG I i AND OVERSIZED WASHERS. LINE APPLICATION GUIDELINE FORM 38-4XA, 1 IINCLUDING 3/4" SUCTION LINE, 3/8" LIQUID of REFRIGERANT LINES. INSULATE SUCTION. MOUNT HORIZONTAL AHU IN ATTIC AS LINE, CRANKCASE HEATER, LIQUID LINE i ROUTE PIPING ABOVE CEILING TO CONDENSING DETAILED ON SHEET C -M3. AHU PLATFORM SOLENOID, AND INVERTED SUCTION LINE TRAP. BY OTHER TRADES. IF THE SUBMITTED MANUFACTURER MAKES UNIT ON GROUND. NO RECOMMENDATIONS FOR LONG REFRIGERANT , RUNS, CHOOSE ANOTHER CU MANUFACTURER. GABLE VENT. LOCATION IS APPROXIMATE, PORCH ,., ; SEE ARCHITECTURAL DRAWINGS. i I I 1 l B GALVANIZED STEEL OUTSIDE AIR DUCT. + O ROUTE THRU ATTIC TO RETURN AIR DUCT. PROVIDE ACCESSIBLE BALANCING DAMPER AT RETURN DUCT I( BELOW CEILING. .s •_�:_�.!.L..:_..:.1 ,e'._t}L_.�.f e: -.[._.._[_<w_ y=..s..�:::.v.:i �•L.1'. .L '. ._ ROUTE 4"o GALVANIZED STEEL DRYER EXHAUST THROUGH WALL TO ALUMINUM CAP. CAP. SIZE PER DRYER MANUFACTURER'S I I RECOMMENDATIONS. COAT AND PAINT TO MATCH BUILDING EXTERIOR. OMIT BIRDSCREEN. 12X1 " I PROVIDE BACKDRAFT DAMPER. (TYP. OF 8) 350 i 10 60 GALVANIZED STEEL EXHAUST DUCT TO ') OFF -RIDGE ROOF VENT BY OTHER TRADES. 1950 A SEE DETAIL ON SHEET C -M3. ii , 11 ROUTE RETURN AIR DUCT AS INDICATED TO Ii I AVOID BLOCKING ATTIC ACCESS PANEL. 12 PROVIDE CEILING ACCESS DOOR FOR FIRE DAMPER. 80 NOT USED <> ---------- - 14 -----i 14 1 " CONDENSATE DRAIN LINE. INSULATE ABOVE L GRADE AND SLOPE MINIMUM 1/8" PER FOOT. 0 j I I ROUTE DOWN IN WALL TO A MINIMUM 6" i� ABOVE GRADE WITH TURNED DOWN ELBOW. IAHU-4 5 9X9 200 A REFRIGERANT LINES. INSULATE SUCTION 50 i ± LINE. PROTECT EXPOSED INSULATION WITH ( If, TWO COATS OF VINYL LACQUER FINISH. ^ UNTING i 'h 16 ROUTE OUTSIDE AIR DUCT THRU ATTIC �0 SPACE TO GABLE VENT. SEE DETAIL ON _ - - SHEET CM -3. 60 17 NOT USED. 16X14 9X9 18 NOT USED. 9X9 A 175 A 175 8� 100 r<0>NOT USED. 0 : $ 6+ X00 NOT USED. i�UCO/2 14XI4 10 395 •- 21 8x6 EXHAUST GRILLE LOCATED IN SOFFIT, MA.NA ER 12X12 -y1- A 325 <0> REMOTE TEMPERATURE SENSOR INSTALLED - IN RETURN AIR DUCT. 70 I i i , I 1e) 1 ►J 1 LJlYl a✓ %.,I A. JLB (DEG. F.) TH SECONDARY DRAIN PAN. 5. COOLING LOADS LXLLUUL LVHrvr�mivr\ ' m. TH 7 -DAY PROGRAMMABLE HEATING, COOLING THERMOSTAT IDE AIR AMBIENT. IIMUM CIRCUIT AMPACITY. PLANS FOR NECK SIZES AND CFMS 4IR OUTLETS ARE 4 -WAY UNLESS NOTED OTHERWISE ON PLAN. PRESSURE DROP OF .04 IN WC. )N ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. TAL DIMENSION GIVEN FIRST. LOUVER WITH INSECT SCREEN. EXHAUST FAN �jUnLll U Ln OVIDE WITH UNIT MOUNTED DISCONNECT. 'OVIDE WITH BACKDRAFT DAMPER. 'OVIDE WITH WHITE OR OFF—WHITE CEILING GRILLE. !OVIDE WITH NON METALIC GRILLE. FIRE DAMPER DETAIL NOTES 1. FIRE DAMPER (FD): CURTAIN OR BLADE TYPE, WALL MOUNT. 2. PROVIDE IN ACCORD WITH UL -555, NEPA-90A-3-4, AND SMACNA FIRE, SMOKE, AND RADIATION DAMPER INSTALLATION GUIDE FOR HVAC SYSTEMS. 3. THIS DETAIL IS FOR A TYPICAL FD INSTALLATION. THE UL TESTED AND APPROVED INSTALLATION DETAILS AND INSTRUCTIONS OF THE PARTICULAR FD MANUFACTURER CHOSEN SHALL TAKE PRECEDENCE. 4, PROVIDE FD ASSEMBLY WITH MINIMUM FREE AREA AS LARGE AS THE INTERNAL DUCT DIMENSIONS SHOWN ON PLANS. 5. PRIOR TO INSTALLING THE FD, VERIFY THAT THE FIRE RATING OF THE WALL OR FLOOR HAS BEEN MAINTAINED CONTINUOUSLY THRU THE OPENING FOR WOOD FRAME WALLS, LINE THE OPENING WITH GYP BOARD. IF THERE IS A QUESTION, CONFIRM WITH LOCAL CODE OFFICIAL. 6, FIT ANGLES TIGHT TO STRUCTURE BUT DO NOT FASTEN TO STRUCTURE. ANGLES SHALL OVERLAP WALL BY 1" MINIMUM. ANGLES SHALL OVERLAP AT CORNERS OF OPENING. 7, WHERE DUCTS ARE REQUIRED TO BE INSULATED, PROVIDE EXTERNAL INSULATION OF EQUIVALENT R -VALUE OVER SLEEVE. EXTEND TIGHT TO BOTH SIDES OF STRUCTURE BUT NOT THRU STRUCTURE. 8, SUPPORT WEIGHT OF DUCT FROM STRUCTURE, NOT FROM FD. 9. PROVIDE ACCESS DOOR WITHIN 12" OF FD, ON BOTTOM OR SIDE OF DUCT. INSULATED IF DUCT IS, AIR TIGHT, QUICK DISCONNECT. 10"X10" MIN, 18"X18" WHERE DUCT SIZE ALLOWS. WHERE DUCT IS TOO SMALL FOR A 10"X10" DOOR, INCREASE DUCT SIZE OR PROVIDE A REMOVABLE SECTION OF DUCT AT LEAST 12" LONG. LABEL WITH 1/2' HIGH LETTERS VISIBLE AFTER INSULATING: "FIRE DAMPER ACCESS". CLEARANCE GRILLE AND DIFFUSER SCHEDULE SLEEVE & JFACTURER DESCRIPTION OBD MOUNTING COLOR MATERIAL REMARKS MODEL DIRECTIONAL Y CEILING WHITE ALUMINUM 0 STEEL 1,2,3,4, TAIL HIRE )EL 5000 SUPPLY DIFFUSER CEILING CEILING WHITE ALUMINUM OR 1,2,3,4, TAL AIRF. SG 5000A SECURITY SUPPLY GRILLE, ADJUSTABLE Y SURFACE STEEL ALU I NUM 1,3,4,5 ;TAL AIRE FIXED N CEILING SURFACE WHITE STEEL i SERIES BLADE RETURN GRILL FIXED Y SIDEWALL WHITE STEEL 1,3,4,5 :TAIL AIRE D SERIES BLADE RETURN GRILL PERF CEILING WHITE STEEL 1,3,4,5 "TAIL AIRE EL SG RPD SECURITY REGISTER FIXED BLADE AIR Y SURFACE WALL WHITE ALUMINUM 1,6 RUSKIN )EL ELF811 INTAKE LOUVER N SURFACE PLANS FOR NECK SIZES AND CFMS 4IR OUTLETS ARE 4 -WAY UNLESS NOTED OTHERWISE ON PLAN. PRESSURE DROP OF .04 IN WC. )N ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. TAL DIMENSION GIVEN FIRST. LOUVER WITH INSECT SCREEN. EXHAUST FAN �jUnLll U Ln OVIDE WITH UNIT MOUNTED DISCONNECT. 'OVIDE WITH BACKDRAFT DAMPER. 'OVIDE WITH WHITE OR OFF—WHITE CEILING GRILLE. !OVIDE WITH NON METALIC GRILLE. FIRE DAMPER DETAIL NOTES 1. FIRE DAMPER (FD): CURTAIN OR BLADE TYPE, WALL MOUNT. 2. PROVIDE IN ACCORD WITH UL -555, NEPA-90A-3-4, AND SMACNA FIRE, SMOKE, AND RADIATION DAMPER INSTALLATION GUIDE FOR HVAC SYSTEMS. 3. THIS DETAIL IS FOR A TYPICAL FD INSTALLATION. THE UL TESTED AND APPROVED INSTALLATION DETAILS AND INSTRUCTIONS OF THE PARTICULAR FD MANUFACTURER CHOSEN SHALL TAKE PRECEDENCE. 4, PROVIDE FD ASSEMBLY WITH MINIMUM FREE AREA AS LARGE AS THE INTERNAL DUCT DIMENSIONS SHOWN ON PLANS. 5. PRIOR TO INSTALLING THE FD, VERIFY THAT THE FIRE RATING OF THE WALL OR FLOOR HAS BEEN MAINTAINED CONTINUOUSLY THRU THE OPENING FOR WOOD FRAME WALLS, LINE THE OPENING WITH GYP BOARD. IF THERE IS A QUESTION, CONFIRM WITH LOCAL CODE OFFICIAL. 6, FIT ANGLES TIGHT TO STRUCTURE BUT DO NOT FASTEN TO STRUCTURE. ANGLES SHALL OVERLAP WALL BY 1" MINIMUM. ANGLES SHALL OVERLAP AT CORNERS OF OPENING. 7, WHERE DUCTS ARE REQUIRED TO BE INSULATED, PROVIDE EXTERNAL INSULATION OF EQUIVALENT R -VALUE OVER SLEEVE. EXTEND TIGHT TO BOTH SIDES OF STRUCTURE BUT NOT THRU STRUCTURE. 8, SUPPORT WEIGHT OF DUCT FROM STRUCTURE, NOT FROM FD. 9. PROVIDE ACCESS DOOR WITHIN 12" OF FD, ON BOTTOM OR SIDE OF DUCT. INSULATED IF DUCT IS, AIR TIGHT, QUICK DISCONNECT. 10"X10" MIN, 18"X18" WHERE DUCT SIZE ALLOWS. WHERE DUCT IS TOO SMALL FOR A 10"X10" DOOR, INCREASE DUCT SIZE OR PROVIDE A REMOVABLE SECTION OF DUCT AT LEAST 12" LONG. LABEL WITH 1/2' HIGH LETTERS VISIBLE AFTER INSULATING: "FIRE DAMPER ACCESS". CLEARANCE BETWEEN SLEEVE & WALL OPENING FIRE DAMPER RETAINING ANGLE MINIMUM 1?"X1?" 16 GAUGE STEEL 160 TO 165 F° FUSIBLE LINK SLEEVE ------- — DUCT FIRE DAMPER. FASTEN TO SLEEVE SLEEVE WALL OR FLOOR SEE NOTE 6 FASTEN ANGLE TO SLEEVE CONNECT DUCT TO SLEEVE. X /ZZ (BREAKAWAY CONNECTION SHOWN) FREE AREA. SEE NOTE 4 SEE NOTE 9 -------- --- FIRE 11 DAMPER ;; < I ACCESS DOOR AIRFLOW _ 6" ,__1 \-- FOR LINED DUCT, MAXIMUM PROVIDE METAL NOSING ON DOWNSTREAM SIDE OF FIRE DAMPER WALL OR FLOOR * PER SMACNA FIRE, SMOKE, AND RADIATION DAMPER INSTALLATION GUIDE FOR HVAC SYSTEMS. FIRE DAMPER DETAIL (WALL MOUNT) NOT TO SCALE * HVAC LEGEND DUCT SIZE IN INCHES. FIRST FIGURE 2000 IS SIDE SHOWN. SIZES SHOWN ARE INSIDE DIMENSIONS OF INSULATION IF DUCTWORK IS INTERNALLY INSULATED ONE SIDED DUCT EXPANSION OR CONTRACTION 20x10 16x8 WITH FLEX DUCTAND SPIN -IN FITTING AND MANUAL DAMPER X NECK SIZE CFM X NECK SIZE____ CFM X NECK, SIZE -m CFM X NECK SIZE -- p CFM a ELBOW & TURNING VANES CEILING MOUNTED SUPPLY OUTLET. IF OTHER THAN 4 -WAY, ARROWS INDICATE AIR FLOW PATTERN. CEILING RETURN. WALL -MOUNTED SUPPLY REGISTER. WALL -MOUNTED RETURN GRILLE, CEILING MOUNTED EXHAUST FAN 0 THERMOSTAT FF -1 RETURN AIR FIRESTAT FD FIRE DAMPER UC UNDERCUT VOLUME DAMPER TEMPERATURE SENSOR HVAC GENERAL NOTES' A. PAINT INSIDE OF DUCTS AND PORTIONS OF CEILING ASSEMBLY VISIBLE THROUGH GRILLES OR REGISTERS WITH FLAT BLACK PAINT. B. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. HVAC CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, INCLUDING DIVIDED DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. C. COORDINATE WITH ALL OTHER TRADES PRIOR TO PURCHASING OR INSTALLING EQUIPMENT AND MATERIALS. 0. COORDINATE DIFFUSER, REGISTER, AND GRILLE LOCATIONS WITH REFLECTED CEILING PLAN AND OTHER TRADES. E. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH TRUSS MANUFACTURER DURING SHOP DRAWING REVIEW TO AVOID INTERFERENCES BETWEEN MECHANICAL SYSTEMS AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TRUSS INTERFERENCES THAT OCCUR IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE. DUCT SIZES MAY BE REVISED TO FIT TRUSS SYSTEM SO LONG AS THE EQUIVALENT INSIDE CROSS-SECTIONAL AREA IS NOT DECREASED. F. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC AND DIVISION 16 SPECIFICATIONS. G. EXHAUST DUCTS SHALL BE 28 GAUGE MINIMUM GALVANIZED STEEL OR FLEXIBLE ALUMINUM. FLEXIBLE ALUMINUM IS NOT ALLOWED FOR DRYER DUCTS. H. SLEEVE AND FIRESTOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. I. LOCATE WALL AND ROOF TERMINATIONS AT THE SAME RELATIVE ELEVATION AND HORIZONTAL POSITION TO MAINTAIN A UNIFORM APPEARANCE. WHEN IN DOUBT, COORDINATE PLACEMENT WITH ARCHITECT. PRIME COAT AND PAINT EXTERIOR TERMINATIONS TO MATCH BUILDING COLOR. CEILING REFRIGERANT LINES MAY BE ROUTED INTO STAND BUT NOT IN RETURN AIR STREAM ROUTE CONDENSATE DRAIN LINE TO AN ACCESSIBLE TRAP 3/4" PLYWOOD AND 2X4 STAND. (METAL FRAME IS ACCEPTABLE IN LIEU OF PLYWOOD) F — TRANSITION SUPPLY AIR DUCT WITH MAXIMUM 3:1 SLOPE TO SIZE SHOWN ON DRAWINGS G- RETURN AIR PLENUM DUCT WITHIN STAND. MAKE SAME SIZE AS MU INLET AHU 1, 2, 5, 6 DETAIL NOT TO SCALE PROVIDE FIRESTAT IN MAIN RETURN AIR STREAM. PRIOR TO MIXING WITH OUTSIDE AIR. NOTES: 1. ALTERNATE: SEAL AND CAULK AHU STAND AIR -TIGHT AND USE AS A PLENUM RETURN PATH, IF THIS ALTERNATE IS CHOSEN, LINE INSIDE OF STAND WITH FIBERBOARD TO MEET NON -COMBUSTIBILITY REQUIREMENTS. 2, PROVIDE BALANCING DAMPER IN MAIN RETURN AIR STREAM PRIOR TO DILUTIION WITH OUTSTIDE AIR. 3, PROVIDE FIRESTAT IN RETURN AIR STREAM PRIOR TO DILUTION WITH OUTSIDE. 12 GAUGE WIRE OR 1/4" ROD TO TOP CHORD OF TRUSS L -_ 1"X2"x1" CHANNEL SEAL DUCT —\ PENETRATION WITH MASTIC OPTIONS 1 AND 2 1" WIDE 22 GAUGE STRAP WRAPPING UNDER /// DUCT AND ATTACHED TO ITOP CHORD OF TRUSS. - 8' MAX DUCT 22 GAUGE ANGLE 4"X2"X2" OPTION 3 DUCT HANG FLEXIBLE DUCTS WITH 1?" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. 22 GAUGE, 4"X2"X2" ANGLE AND FASTENERS EVERY 8'. DUCT SUPPORT DETAILS NOT TO SCALE SUPPORT DUCT AT EACH CHANGE OF DIRECTION. AIR HANDLING UNIT CONDENSATE DRAIN PAN VENT CLEANOUT WITH ti SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE --- -- 2" MIN. 4" -- PITCH TO OFFSET LINE FRICTION MINIMUM 1/8' PER FOOT OUTSIDE AIR DUCT BALANCING DAMPER RETURN DUCT CONDENSATE TRAP DETAIL FOR AHU'S 1,25.6 NOT TO SCALE FACE AREA OF INTAKE PLENUM SHALL BE 80 SQ IN MIN. ACTUAL DIMENSION AND POSITION TO BE DETERMINED AT JOB SITE. 8"MIN. EXTERNALLY INSULATED GALVINIZED STEEL OUTSIDE AIR DUCT 6"MIN. MASTIC SEAMS WATER TIGHT SLOPE MINIMUM 1:12 FOR POSITIVE DRAINAGE SECURE TO LOUVER AT LIP OF LOUVER BLADE AND CAULK WATER TIGHT ELECTRIC RESISTANCE HEAT SECTION — DETAIL OF OUTSIDE AIR INTAKE NOT TO SCALE OFF -RIDGE ROOF VENT BY OTHER TRADES i DUCT ATTACHED TO TRUSS - " RESTROOM EXHAUST DUCT ROOF EXHAUST DUCT TERMINATION NOT TO SCALE NOTES: 1. PROVIDE FLOAT SWITCH IN AUXILIARY DRAIN PAN TO DISABLE AHU FAN IF AUX. DRAIN PAN FILLS WITH WATER. 2. REST PAN DIRECTLY ON PLATFORM BY OTHERS. MOUNT AHU IN PAN ON 4 WOOD OR CMU SUPPORTS. 3. FLEXIBLE CONNECTION IS REQUIRED ONLY IF DUCTS ARE METAL. 4. PROVIDE BALANCING DAMPER IN MAIN RETURN AIR STREAM PRIOR TO DILUTION WITH OUTSIDE AIR. 5. PROVIDE FIRESTAT IN RETURN AIR STREAM PRIOR TO DILUTION WITH OUTSIDE. SUPPLY AIR DUCT INSULATED CONDENSATE DRAIN WITH P -TRAP. SECURE HANGERS TO ROOF SUPPORT MEMBERS. R FRIGERANT PIPING INSULATE SUCTION LINE) OVERFLOW PIPING WITH REMOVABLE CAP S.G.M. ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS 600 S. North Lake Blvd. TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 Altamonte Springs E—mail: sgmengAiog.net Florida. 32701 Project number: 2011q FILTER SECTION Q OA DUCT WITH � BALANCING DAMPER _... PROVIDE BIRD ` SCREEN RA DUCT WITH J BALANCING DAMPER J ' UPSTREAM OF OA M � Z " DUCT W w an © 0 Iz a 0 O E ❑ w N W O q O z w 0 W U FLEX CONNECTION , �-- (TYPICAL) Z `s uz O C A$ I� Q 0 UM ;\•- GABLE VENT �.1 4Li d BY ARCHITECTURAL GALVANIZED STEEL 2" DEEP z 0 F - CLU TRADES ;.I AUXILIARY DRAIN PAN, LENGTH & WIDTH TO EXCEED AHU BY 2" EACH SIDE ,• I V) Li 0 AHU--3 & 4 DETAIL NOT TO SCALE DETAIL OF OUTSIDE AIR INTAKE NOT TO SCALE OFF -RIDGE ROOF VENT BY OTHER TRADES i DUCT ATTACHED TO TRUSS - " RESTROOM EXHAUST DUCT ROOF EXHAUST DUCT TERMINATION NOT TO SCALE NOTES: 1. PROVIDE FLOAT SWITCH IN AUXILIARY DRAIN PAN TO DISABLE AHU FAN IF AUX. DRAIN PAN FILLS WITH WATER. 2. REST PAN DIRECTLY ON PLATFORM BY OTHERS. MOUNT AHU IN PAN ON 4 WOOD OR CMU SUPPORTS. 3. FLEXIBLE CONNECTION IS REQUIRED ONLY IF DUCTS ARE METAL. 4. PROVIDE BALANCING DAMPER IN MAIN RETURN AIR STREAM PRIOR TO DILUTION WITH OUTSIDE AIR. 5. PROVIDE FIRESTAT IN RETURN AIR STREAM PRIOR TO DILUTION WITH OUTSIDE. SUPPLY AIR DUCT INSULATED CONDENSATE DRAIN WITH P -TRAP. SECURE HANGERS TO ROOF SUPPORT MEMBERS. R FRIGERANT PIPING INSULATE SUCTION LINE) OVERFLOW PIPING WITH REMOVABLE CAP S.G.M. ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS 600 S. North Lake Blvd. TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 Altamonte Springs E—mail: sgmengAiog.net Florida. 32701 Project number: 2011q Q � V C� M � Z " Q M o 00 'Q X C� Z C) W w an © 0 Iz a 0 O E ❑ w N W O q O z w 0 W U p\/ w o D _ v U Cr- 14 W N Z `s uz O C A$ I� Q 0 UM �.1 4Li d z 0 F - CLU V) Li 0 w F— Q w x JOB NO. 8 DRAWN BY BAv CHECKED BY RKM APPROVED BY JR5 i DATE 5/15100 SHEET NO. CM -3 PAN WOp C/T CAB & METER \ CE ` . CA�31 CE [][l�/`� . \�/�\,� / CE CE 1. PROVIDE COMPLETE SECURITY 3YSTEW, INCLUDING CONTROL PANEL, DOOR /k WINDOW CONTACTS AND 2 KEY PADS. EXACT LOCATION OF KE/PADS AND ZONING TO BE _ DETEM|NED BY OWNER. PLAN KEY NOTES:q) 1. PREWIRED JUNCTION BOX FOR OWNER SELECTED FAN/LIGHT COMBINATION. 2. SAME AS ABOVE EXCEPT FOR CHANDOLIER. ^CE 1111CH CECE E CE� (| ^WOM FRACQUETBALL ' / �n��/u� / un�� | | Cr CFCA CA TOILET COURT CA: 1LN � CJ CJ \ � ~~ ! | | | | | A \ k�[N�� L�. ( ------� ---- CC w/�-'�`� ' i ! p \ \ CA' QEJ D 1-1 L] __41 1 - � / ------�--------����--�-------�~---}---~�-------�-�--f--�--------�----wg�---��--'----- -�'ll------r��--�--'--- --- �--- | ' �---------------� ~H CH CH CIT CF ' XA / t,r �r --------- -----| |� ---+---' \ / ( 'CA | PANEL F---1 CA CA 'C A| CF ' | X/ �| � | LIGHTING PLAN S.G.M. ENGINEERING, INC. 44,W 600 S. North Loke Blvd. TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 Ntamonte Springs E—mail: sgmengoiag.net Florida, 32701 Project number: 2011q 00 LLJ LJ 0 OE EE LLJ C�4 Un CL LLJ CL LLJ LLJ LLJ JOB NO. DRAWN BY 2 CHECKED BY APPROVED BY DATE 5/15100 SHEET NO. CE- I __. ~ Rii rT t ;I;I"i I JI f; ! IL Ji I PORCH CA: 31 KAI4.I - WOMENS i _a 11Ia , I - +4 +4 +4$ +48" I ! TOILET RACQUETBALL �. 11 1 ` L. 18, 20 L: 22, 24 L: 6, 28 L: 17, „ I I COURT _ FIREPLACE , CA.33 RECEPTACLELAU ' if {/ t \ a, I r , PANEL ,MINS L: 3 L: 5 L: 7 L: 9 AC. 1 (1 1WLET MDP L• 1 5 LE i tt i XA 60A/2P/40AF C /T CAB & METER ° CA. 2 � T CAS 12 � • CA: 2 -- - -_ (•1 'I qHU W SEE POWER RISER -- --PANEL FOR WIRING ____ C L OF FIREPLACE AC: 27( 29) ECA � f Lf � i `2 , I REQUIREMENTS. ---- -... - - - -- ----- --- - - _-- -- T /G I �r I A f , PANEL � ,, , ------ - -- ._.--- --- -- ---- -- --_ _ � r r [ I PANEL 48 60A/2P/40AF - --- -- — -- - ._ L* �- J I G PAN !P' CA - A MEDIA RM. CA: 14 CA. 36 30' 30 r/i(_J CA: 30 34A, 251 —5 AC 1 (1 ) I �? MAINTL�iANCE ; ! 60A/2P/4OAF i _ 'A UA CA: 26 1 �. z> - 1 "FACP" i , ! 1 F(1 2 60AF CA 16 �_U�E AH I 60A/ P/ j" • A ' 1 1 3) AC: 5( 7) ----- - - — -- CLUBROOM CT/GFI E j 30A/2P/20AF 9-U2 4 8 I I i +4$ ' ' 1. HALL I I I CA: 21 CT/GF I AC: 1.8(20) -__ r ? , � I i H r I 30A 2P 20AF CU _ _ 0 A / / °�CA �1EN S ; - �� N3R -5 23 CA, 1 _ __. ABV_. if- -- --- AC:22 24 WP GFI ___.___ -T� PLAT -- ( ) {: WOMEN'S !� I -AC: 2( 25 j "•'` w i • T 30A/2P/20AF CU flT!/GFI 'r t _`._ 60A/2P/50AF AHU PLATFORM n' N3R 6-f i i ! I �i _._..._ . _.. CC H , C. N -4 CA: 24 OI� E C I kl �, - A I� 1 N' S I i c AC: 1( 3)"� h f.� �1 �� I j AC:19(21) AHU v. I, 60A/2P/50AF CU E ' j - _ I OOA/2P/90AF--� 3 N3R, ,- -� -- I CA:2 2 i EWC1f i I + I CA: 29 Cl -k-8 _ f F I +48 , , CA:20 ! +48" "FAAN" � I +48" CA: 4 e ' t i I LJ Ll J'Gf I ; WP s Z j r, ,- r I _. 3 —f— f i _ ' CA: 18 , � - C 2 I1 - F POWER AND SYSTEMS PLAN SCALE: 1/4"=I' -O" Q`ilt %DD WATER HEATER J -BOX AC: 2( 4) CU -3 60A/2P/50AF N3R WP/GF I AC: 6( 8) CU 60A/2P/50AF -4 N3R S.G.M. ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 600 S. North Lake Blvd. TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 Altamonte Springs 'ri E—mail: sgmengOiag.net Florida, 32701 Project number: 2011q o �w w � o � O � W �h UM Z � � N I Z OCE) a x e o w CD 0 w/^� O° u. W w Z N -- M F- Z ❑ w 0 W i F— U m w = a Q W ❑ •� N Z m <C 0 �C CL 1 f , I j a [ t a a I C i a 4 2 O _L {II Cr V C G w o m o _ L LJ I— Q C m C U F5 > Ld � v C O w c XI Li — it m E V D JOB N0.- t DRAWN BY _- Nr1 ; CHECKED BY VSCz__ Sa y a APPROVED 8Y _ GRA _- _ Q a DATE 5/15/00 Z 45 SHEET N0. W r x CE -2 U n LIGHTING FIXTURE SCHEDULE MARK MFG. & CAT.# DESCRIPTION LAMPS MTD VOLTS REMARKS NO. TYPE WIRE POLES TRPS SERVES CU -1 50 2 DAY—BRITE WRAPAROUND 1 34W 10 8 2 CA CAW334-120ES FLUORESCENT 3 T12 CS 120 12 12 PROGRESS GLOBE 10 60W 2 50 CU -4 CC 8 REC-VENDING 1 1 CS 120 9 10 P3516-30 8 2 A19 AHU-5 AHU-1 60 2 PEACHTREE DOWNLIGHT W/SLOPE 11 13W RECEPTACLES 14 10 CD PFF8213C-SCA8 CEILING ADAPTOR 2 DTT CR 120 8 10 PEACHTREE DOWNLIGHT 20 13W 12 12 2 CE CU -5 AHU-3 2 2 CR 120 19 20 PFF8213C 22 12 DTT 2 20 CU -6 AHU-4 PEACHTREE DOWNLIGHT 8 26W 23 24 25 CF 6 1/0 2 150 CR 120 25 2 PFF8226C 10 27 QUAD 29 30 1 20 PEACHTREE DOWNLIGHT W/SLOPE SPACE 26W 12 12 19 CH 31 32 2 20 CR 120 SPACE - SPACE PFF8226C—SCA8 CEILING ADAPTOR 21 QUAD 33 34 1 20 DAY— BRITE FLUORESCENT WALL SPACE 20W 12 12 23 CK WB220—CP BRACKET 2 T12 WS 120 SPACE SPACE DAY—BRITE 2X4 FLANGED TROFFER 25 34W 37 38 1 CJ 2DF434—TFS56-120ES W/ HEAVY DUTY LENS 4 T12 CS 120 27 28 EMERGI—LITE SELF—POWERED 1 20 RECEPTACLES EWC CONNECT TO UNSWITCHED LEG X 12 12 29 30 U 120 1 20 PLWSRX—X14—R EIXT SIGN SPACE NOTES: 12 12 OF ROOM LIGHTING CIRCUIT 32 EMERGI—LITE SELF POWERED 1 20 REC-TEL. EQ'T FIREPLACE CONNECT TO UNSWITCHED LEG XA PRO -2 EMERG. LIGHT 33 34 WS 120 OF ROOM LIGHTING CIRCUIT PANELBOARD SCHEDULE " AC " 400 AMAIN L. 0. 120/240 VOLTS SURFACE MOUNTING NEMA 1 1 PHASE 3 WIRE, 60 HZ, 22 K A.I.C. MINIMUM INTERRUPTING RATING F5 SERVES TRIP AMPS POLES WIRE GNC SAE NO. GNE WIRE POLES TRPS SERVES CU -1 50 2 8 10 1 2 10 8 2 50 CU -3 3 4 CU -2 20 2 12 12 5 6 10 8 2 50 CU -4 7 8 REC-VENDING 20 1 12 12 9 10 10 8 2 40 AHU-5 AHU-1 60 2 6 10 11 12 RECEPTACLES 14 10 8 2 40 AHU-6 AHU-2 40 2 8 10 F15 16 20 18 12 12 2 20 CU -5 AHU-3 90 2 4 8 19 20 21 22 12 12 2 20 CU -6 AHU-4 50 2 8 10 23 24 25 26 6 1/0 2 150 PANEL CA WATER HEATER 25 2 10 10 27 28 29 30 1 20 RECEPTACLES LIGHTS SPACE SPACE 12 12 19 20112 31 32 1 20 RECEPTACLES REFRIGERATOR SPACE - SPACE 12 12 21 22 33 34 1 20 RECEPTACLES DISPOSAL SPACE SPACE 12 12 23 24 35 36 1 20 RECEPTACLES REFRIGERATOR SPACE SPACE 12 12 25 26 37 38 1 20 RECEPTACLES DISPOSAL SPACE SPACE 12 12 27 28 39 40 1 20 RECEPTACLES EWC SPACE SPACE 12 12 29 30 41 42 1 20 WATER HEATER EWC-1 SPACE NOTES: PANELBOARD SCHEDULE " CA " 225 AMAIN L. 0. 120/240 VOLTS SURFACE MOUNTING NEMA 1 1 PHASE 3 WIRE, 60 HZ. 22 K A.I.C. MINIMUM INTERRUPTING RATING F5 SERVES TRIP AMPS POLES WIRE GNE SPACE N0. GNC WIRE POLES TRIP AMPS SERVES LIGHTS(1) 20 1 12 12 1 2 12 12 1 20 RECEPTACLES LIGHTS 20 1 1 12 1 12 3 4 12 1 12 1 20 RECEPTACLES LIGHTS 20 1 12 12 5 6 12 12 1 20 RECEPTACLES LIGHTS 20 1 12 12 7 8 12 12 1 20 RECEPTACLES LIGHTS 20 1 12 12 9 10 12 12 1 20 RECEPTACLES LIGHTS 20 1 10 10 11 12,12 12 1 20 RECEPTACLES LIGHTS 20 1 12 12 13 14 12 12 1 20 RECEPTACLES LIGHTS 20 1 12 12 15 16 12 12 1 20 RECEPTACLES LIGHTS 20 1 12 12 17 18P2 10 12 1 20 RECEPTACLES LIGHTS 20 1 12 12 19 20112 1 12 1 20 RECEPTACLES REFRIGERATOR 20 1 12 12 21 22 12 12 1 20 RECEPTACLES DISPOSAL 20 1 12 12 23 24 12 12 1 20 RECEPTACLES REFRIGERATOR 20 1 12 12 25 26 12 12 1 20 RECEPTACLES DISPOSAL 20 1 12 12 27 28 12 12 1 20 RECEPTACLES EWC 20 1 12 12 29 30 12 12 1 20 WATER HEATER EWC-1 20 1 12 12 31 32 12 12 1 20 REC-TEL. EQ'T FIREPLACE 20 1 12 12 33 34 12 12 1 20 REC—SECURITY PNL. SPACE 35 36 12 12 1 20 FLOOR RECEPTACLES SPACE 37 38 SPACE SPACE .3911401 1 1 SPACE SPACE 41 42 SPACE NOTES: (1) THIS CIRCUIT TO BE PHOTOCELL CONTROLLED. WH 54KW CT CABINET AND METER F6 F3 SURGE PROTECTOR Irl. -- .a 1J TO POWER COMPANY'S TRANSFORMER _L (BY ELECTRICAL CONTRACTOR) GROUND PER NEC CLUBHOUSE POWER RISER DIAGRAM NOT TO SCALE FEEDER SCHEDULE MARK COPPER F1 3#3, 1 #8G, 1 1/4-C F5 F2 ELECTRICAL LEGEND SETS OF 3#3/0,1#3G 2"C F3 3 NOTE: ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF 1—#4G, 2 1/2"C F4 3-#1/0, 1-#6G, 1 1/2"C. RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY A F5 3-#350KCM, 1-#4G, 2 F2 HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. 2-#350KCM, F1 I I FLUORESCENT FIXTURE, CEILING MOUNTED DRYER PANEL PANEL PANEL O LIGHTING FIXTURE, CEILING MOUNTED 12 100A 400A 400A LIGHTING FIXTURE, WALL MOUNTED PANEL "L" MLO 100/100A, MLO MLO LIGHT TRACK WITH FIXTURES 1 F4 12 5 6 10 2P FUSED 2 30 CEILING EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) WASHER 20 PANEL 12 WALL EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) 71 8 'CA' 0 w` cr C �L r U- PANEL Cy � 100A 20 EMERGENCY LIGHT WITH BATTERY PACK AND ADJUSTABLE HEADS MDP 12 MLO 10 10 10 2 30 DRYER D DIMMER, MOUNTED @ 48" AFF TO CENTER 20 1 12 12 S SINGLE POLE SWITCH, MOUNTED ® 48" AFF. TO CENTER 12 S3 THREE-WAY SWITCH, MOUNTED ® 48" AFF TO CENTER WASHER 20 1 ()z DUPLEX 15A, 125V, 2P, 3W, GROUNDING RECEPTACLE, MOUNT @ 18 -AFF TO CENTER 12 13 GRADE LINE 10 Irl. -- .a 1J TO POWER COMPANY'S TRANSFORMER _L (BY ELECTRICAL CONTRACTOR) GROUND PER NEC CLUBHOUSE POWER RISER DIAGRAM NOT TO SCALE FEEDER SCHEDULE MARK COPPER F1 3#3, 1 #8G, 1 1/4-C F2 2 SETS OF 3#3/0,1#3G 2"C F3 3 SETS OF 3-350KCM, 1—#4G, 2 1/2"C F4 3-#1/0, 1-#6G, 1 1/2"C. WASHER F5 3-#350KCM, 1-#4G, 2 1/2-C F6 2-#350KCM, 1-#4G, 2 1/2"C NOTE: ALUMINUM CONDUCTORS MAY BE USED AS SHOWN, WHERE PERMITTED BY LOCAL AUTHORITIES. ALUMINUM 3#1, 1#6G, 1-1/4"C 2 SETS OF 3-250KCM, 1# 1 G 2 1/2"C 3 SETS OF 3-500KCM,1—#2G, 3"C 3—#3/0, 1—#4G, 2"C. 3—#500KCM, 1—#2G, 3"C 2—#500KCM, 1—#2G, 3"C PANELBOARD SCHEDULE " L " 400 AMAIN L. 0, 1201240 VOLTS FLUSH MOUNTING NEMA 1 1 PHASE 3 WIRE, 60 HZ. 22 K A.I.C. MINIMUM INTERRUPTING RATING SERVES TRIP AMPS POLES WIRE GN SPACE NO. ND WIRE POLES TRIP AMPS SERVES WASHER 20 1 12 12 1 2 10 10 2 30 DRYER WASHER 20 1 12 12 3 4 PANEL "AC" PANEL "L" 300 2 WASHER 20 1 12 12 5 6 10 10 2 30 DRYER WASHER 20 1 12 1 12 71 8 0 w` cr C �L r U- Cy � WASHER 20 1 12 12 9 10 10 10 2 30 DRYER WASHER 20 1 12 12 11 12 WASHER 20 1 12 12 13 14 10 10 2 30 DRYER WASHER 20 1 12 12 15 16 DRYER 30 2 10 10 17 18 10 10 2 30 DRYER 19 20 JOB N0.8 DRAWN BY SPACE CHECKED BY v6G APPROVED BY GR5 21 22 10 10 2 30 DRYER SPACE 23 24 SPACE 25 26110 10 1 2 30 DRYER SPACE 27 28 29 30 SPACE PANELBOARD SCHEDULE " P " 100 A.MAIN L. 0. 120/240 VOLTS FLUSH MOUNTING NEMA 1 1 PHASE 3 WIRE, 60 HZ. 22 K AI.C. MINIMUM INTERRUPTING RATING SERVES TRIP AMPS POLES WIRE GNE SPACE NO. ND WIRE POLES TRIP AMPS SERVES WIRE GNC SAE No.WATER ND WIRE POLES AMPS TRIP SERVES HEATER 300 2 � 1 2 2 400 PANEL "AC" PANEL "L" 300 2 3 4 Z _� 2 100 U) w PANEL "P" d (� 0 0- 0- rr-❑ W w t- o fV Q —� M Z u _a LL,) 0 w` cr C �L r U- Cy � LJ w E = 4 Q z_ > _ a z a z t? �- _l ,n r & SINGLE 250V NON-LOCKING TYPE RECEPTACLE 10. TELEPHONE OUTLET, MOUNTED ® 18" AFF TO CENTER Tv TELEVISION OUTLET, MOUNTED ® 18" AFF TO CENTER [] DISCONNECT SWITCH. SIZE/POLES/FUSE JQ JUNCTION BOX, CEILING MOUNTED J�H JUNCTION BOX, WALL MOUNTED PADDLE FAN ,( EXHAUST FAN CONNECTION (FAN BY DIV. 15) FLUSH FLOOR MOUNTED RECEPTACLE SQ CEILING MOUNTED SMOKE DETECTOR F[� FIRE ALARM STROBE LIGHT, HEIGH +80"AFF TO BOTTOM FIRE ALARM HORN/STROBE LIGHT, HEIGH +80"AFF TO BOTTOM F� FIRE ALARM PULL STATION, HEIGH +48"AFF TO CENTER o CP FIRE ALARM CONTROL PANEL FAAN FIRE ALARM ANNUNCIATOR PANEL ABBREVIATIONS AFF ABOVE FINISHED FLOOR C CONDUIT CR CEILING RECESSED MOUNTED CS CEILING SURFACE MOUNTED CT DEVICE MOUNTED ABOVE COUNTERTOP DS DISCONNECT SWITCH DN DOWN FDS FUSED DISCONNECT SWITCH G GRADE MOUNTED GFI GROUND FAULT INTERRUPTER GND GROUND IG ISOLATED GROUND JB JUNCTION BOX NIC NOT IN CONTRACT NTS NOT TO SCALE P POLE PD PENDANT MOUNTED PNL PANELBOARD Q QUADRAPLEX U UNIVERSAL MOUNTING UP DEVICE WIRED FOR PROTECTION BY UPSTREAM GFI W DEVICE MOUNTED AT 48" WP WEATHERPROOF COVERPLATE WR WALL RECESSED WS WALL SURFACE MOUNTED N3R NEMA 3R ENCLOSURE PANELBOARD SCHEDULE "MDP " 1, 200 AMAIN L. 0. FLUSH MOUNTING 22 120/240 VOLTS NEMA 1 1 PHASE 3 WIRE, K A.I.C. MINIMUM INTERRUPTING RATING 60 HZ. SERVES TRIP AMPS POLES WIRE GNC SAE No.WATER ND WIRE POLES AMPS TRIP SERVES HEATER 300 2 � 1 2 2 400 PANEL "AC" PANEL "L" 300 2 3 4 Z _� 2 100 U) w PANEL "P" S.G.M. ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G1 N E E R S 600 S. North Lake Blvd. CM TEL: (407) 767-5188 Suite 230 :;/ FAX: (407) 767-5772 Altamonte Springs E—mail: sgmeng0iog.net Florida, 32701 Project number: 20IIq J w o � V z M o 11 Z _� ® 00 0 a k: a z C5 U) w wm ® 00 d (� 0 0- 0- rr-❑ W w t- o fV Q —� M Z u _a LL,) 0 w` cr C �L r U- Cy � LJ w E = 4 Q z_ > _ a z a z t? �- _l ,n r z 0 0- 1 x x U N W o LLJ d a X LL JOB N0.8 DRAWN BY N>'1 CHECKED BY v6G APPROVED BY GR5 DATE - 5/15/00 SHEET NO. CE -3 J R 16HT ELEVATION 1/4"=l'-0* LEFT ELEVATION 1/14"21'-U ---10'-011 TRU55 BRG. I -o" — FIN. FLR. 101-011 —TUR55 BRC. O -ou FIN. FDR. ❑ KEY NOTES: 01. ROOF A55EMBLY. PRE-ENGINEERED ROOF TRUSSES WITH 1/16.I APA RATED O.S.B. SHEATHING WITH H -CLIPS. ROOF WITH GLASS "A" SHINGLE M015TURE RE515TANT 220# ROOFING W/ SELF SEALING TABS ON ONE LAYER OF 15 LB. FELT. STYLE AND COLOR A5 SELECTED BY ARCHITE( T. 02. 2x8 FASCIA W/ ALUMINUM DRIP EDGE SAVE OVERHAND WITH PERFORATED VINYL SOFFIT. 05) 3/8" STUCCO FINISH. 04) WINDOWS, ALUMINUM SINGLE HUNG AND FIXED CLEAR DOUBLE GLAZED WINDOWS IN STYLE AS SHOWN; COLOR AS SELECTED BY ARCHITECT. 05) OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF, PAINTED GALVANIZED STEEL OR ALUMINUM GOOSENECK VENT WITH INSECT SCREEN. 06) WINDOW AND DOOR TRIM. MANUFACTURER'S STANDARD 2 1/2" WIDE PERIMETER TRIM INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE DETAILS. COLOR TO BE SELECTED BY ARCHITECT. M (5 M� Z N O OM O O z a X Q Q Z V CD O d W W M h r O U OC):� LJ W W o .o Z W — r 06 � n N Lu U N W c OE 4 U _ I N U Q w ❑CD� = z a U z a o Q _� CL h r 0. 5q8 BY PB5 ED BY 6BVED BY J55 DATE 5/15/00 SHEET NO. C6.2 R• INSULAT CONT. 2X8 DOUBLE N/ 3/4" DIA, ANGHOR5 2-2x8 BLOCKING x8 BALLOON RAME HALL NAILER 2X CONT. P.T. 2-2x8 BLOCKING DETAIL 3/8" 5TUCG0 SURFACE MOUNTED REGLET OIL ADX5T HEEL TO PLANE OUT TRU55E5 ON BOTH GALVANIZED METAL 51DE5 (SEE ROOF PLAN) FLA5HIN6-EXTEND 6" VERT. 4 HORIZONT. 220# 5HIN6LE ON 15# FELT 20'_0" A.F.F. TRU55 BEARING R-30 INSUL. 2X& BALLOONED_/ FRAMED NALL 1/2" GDX PLYV4000 2 51MP50N H-55 6 DETAIL 3!4"=1'-0' 220# ASPHALT 5HINOLE ON 15# FELT -METAL FLASHING CONT. METAL VENT. SOFFIT 2X4 <ER--\ METAL FLA5HIN 2X8 FA5CI 2X4 BLOCKING 3/8" STUCCO --� 1/16" EXTERIOR GRADE SUB- 5HEATHING----�= DRIP EDGE 5GORE LINE (ON AR( H) 3/8" STUCCO—� DETAIL L NOW 3/4"=1'-0" 3/8" 5TUGG0 FAE 1/2' ....-, .., 01.. A 201-011 OL TRU55 BRG. OABLE FRAMING �5ECTION 1/4"-1'-0" 5ECTION 4T MANAGERS OFFICE _OVER TRU55 ® NALL 3 /2" FOR OUTLOOKER 2X4 BLOCKING /2" EXTERIOR GRADE 30-5HEATHING TRU55 0 EXERGI5E RM. 1 1/2"- I' -O" Ir 0 00 V p4 U W C3 Q V M U z �, M � a C) 9 co co Q ti Z U) W w O O O M co /� 0 ! 1��cD h 'V W i— LL Z W _ o N 0 F-- C Z w` �- c> 06 W x.31 N m W C O Q U Q W ❑ T Z < U Z c QQ J CL Ln r� z 0 F- LAJ0 w Q D w x Ln JOB NO. 5q8 DRAWN BY TJ, T5 CHECKED BY HW APPROVED BY JBB DATE 5/15/00 SHEET NO. C7,01 2" MIN, AIR 5PA(E(TYP.) iJL. BAFFLE(T`(P.) EXTERIOR WALL 5ECTION I' -V A 0'-0" OIL NI N w ,CONT. W. / #3 TIES @24" O.G. MAX. 4 COLUMN DETAIL d )LUMN )PTION y a� d B INDIC ATE5 A 5IMP50N MT520 GA5T-IN STRAP INDICATE5 3-2x4'5 W/ 6"Xb" P.T. COLUMN OPTION INDICATES 5TRUGTURAL BEAMS SEE DWG. 4.1 FOR LOGATION 2X4 #; TE; C - e C d d ° A 4e d 6 "X6" #: — INDIGATE5 A 2411X24" 12" DEEP GOLUMI POURED GONG. PAD FOOTING W/ 2X4, # 50 RODS ® 6" O.G. EACH WAY REAR PORCH COLUMN DETAIL 51MP50N MA5 MUD SILL ANCHOR — STRAPS (TYP.) W/ 7" MIN. EMBEDMENT INTO CONCRETE 0 20" O.G. (SEE SHEAR WALL 5GHEOULE) LARGER BOLTS ON HOLD OOWN5, VERIFY WITH MANUFACTURER FLUSH AT ALL DOORS /2" EXPAN51ON JOINT BASE (URB 4"X24" 12" DEEP PAD FOOTING W/ O.G. EACH WAY 3/8" MAGNA WALL METAL LATH OVER 7/16" 0.5.5. SHEATHING. 2X4 P.T. X$4 � eat -III II III it 4 A e . e e a e d • cd e • 18" 4" EXTERIOR BEARING WALL VARIE5-5EE FDN. PLAN cv (1) #5 GONTINUOU5 PERIMETER (3) #5 BAR5 GOVT. W. / #5 TIES 624" O.G. MAX. i\ O ad d d / \ / 6 Al G' ° d A c .e 4 Q d I I ISI I I-1 I !Tl ° I I da a � l 8" 4" HOL' KEY NOTE5 01. FIRST FLOOR SLAB: PROVIDE MONOLITHIC INTERIOR AND PERIMETER GONGRETE FOUNDATION WITH 4" THICK GONGRETE 5LAB. REFER TO FOUNDATION PLANS FOR DETAILS. 02. BASEBOARD TRIM: STYLE A5 5ELEGTED BY OWNER. 03. EXTERIOR 5TU(GO FINISH, PROVIDE SAND AND X A5 SHOWN. PAINT 5TUGGO WALL 5URFAGES IN GOLORS 5ELEGTED BY ARGHITEGT. BANDS ON GOLUMN5 ARE ON SIMPSON ALL 51DE5. MT520 (AST -IN 04. EAVE OVERHANG SOFFIT: PROVIDE (ONTINUOU5 STRAP PERFORATED VINYL SOFFIT WITH REQUIRED GHANNEL5 AND AGGES50RIE5 FOR GOMPLETE INSTALLATION A5 SPECIFIED BY MANUFAGTURER. DOLOR TO BE 5ELEGTED BY ARGHITEGT. 0 0 e e O e. a /2" EXPAN51ON JOINT BASE (URB 4"X24" 12" DEEP PAD FOOTING W/ O.G. EACH WAY 3/8" MAGNA WALL METAL LATH OVER 7/16" 0.5.5. SHEATHING. 2X4 P.T. X$4 � eat -III II III it 4 A e . e e a e d • cd e • 18" 4" EXTERIOR BEARING WALL VARIE5-5EE FDN. PLAN cv (1) #5 GONTINUOU5 PERIMETER (3) #5 BAR5 GOVT. W. / #5 TIES 624" O.G. MAX. i\ O ad d d / \ / 6 Al G' ° d A c .e 4 Q d I I ISI I I-1 I !Tl ° I I da a � l 8" 4" HOL' KEY NOTE5 01. FIRST FLOOR SLAB: PROVIDE MONOLITHIC INTERIOR AND PERIMETER GONGRETE FOUNDATION WITH 4" THICK GONGRETE 5LAB. REFER TO FOUNDATION PLANS FOR DETAILS. 02. BASEBOARD TRIM: STYLE A5 5ELEGTED BY OWNER. 05. FA5GIA: PROVIDE CONTINUOUS 2 X 8 FASCIA WITH GONTINUOU5 ALUMINUM DRIP EDGE AT TOP ALONG ROOF PERIMETER. 06. WINDOW AND DOOR TRIM. 510ING MANUFAGTURER'5 STANDARD VINYL 21/2" WIDE PERIMETER TRIM INSTALL PER MANUFAGTURER'5 REGOMMENDATION5. SEE DETAILS. DOLOR TO BE 5ELEGTED BY ARGHITEGT, 07. REFER TO 5TRUGTURAL SHEETS FOR ANCHORAGE. 08. ROOF ASSEMBLY. PRE-ENGINEERED ROOF TRU55E5 WITH 7/16" APA RATED 0.5.5. 5HEATHIN5 WITH H -CLIP. ROOF WITH GLASS "A" MILDEW RE515TANT SHINGLE ROOFING W/ SELF 5EALIN6 TAB5 ON ONE LAYER OF 15 LB. FELT STYLE AND DOLOR A5 5ELEGTED BY ARGHITEGT. BALL. BEAM 1 1/2"=1'-0" 4"GONG.WV6X6W1.4XW1.4WWFON6 MIL VAPOR BARRIER ON TERMITE TREATED GOMPAGTED FILL HILTI ON12 NAIL OR 1/2" DIA. EXPAN51ON BOLT TYP INTO ( ONG. (5EE FRAMING PLAN5 FOR DETAIL5) LARGER BOLTS ON HOLD DOWNS, VERIFY WITH MANUFACTURER 2 X 6 P.T. AV a r 4 ° 8 a d e d V d d e e d d A e o a e a a 4" I6" 4" 2 #5 BARS CONT. THICKENED INTERIOR BEARING WALL 03. EXTERIOR 5TU(GO FINISH, PROVIDE SAND AND TEXTURED 5TUGC0 WITH AGGENT SAND FINISH. BANDS A5 SHOWN. PAINT 5TUGGO WALL 5URFAGES IN GOLORS 5ELEGTED BY ARGHITEGT. BANDS ON GOLUMN5 ARE ON SIMPSON ALL 51DE5. MT520 (AST -IN 04. EAVE OVERHANG SOFFIT: PROVIDE (ONTINUOU5 STRAP PERFORATED VINYL SOFFIT WITH REQUIRED GHANNEL5 AND AGGES50RIE5 FOR GOMPLETE INSTALLATION A5 SPECIFIED BY MANUFAGTURER. DOLOR TO BE 5ELEGTED BY ARGHITEGT. 05. FA5GIA: PROVIDE CONTINUOUS 2 X 8 FASCIA WITH GONTINUOU5 ALUMINUM DRIP EDGE AT TOP ALONG ROOF PERIMETER. 06. WINDOW AND DOOR TRIM. 510ING MANUFAGTURER'5 STANDARD VINYL 21/2" WIDE PERIMETER TRIM INSTALL PER MANUFAGTURER'5 REGOMMENDATION5. SEE DETAILS. DOLOR TO BE 5ELEGTED BY ARGHITEGT, 07. REFER TO 5TRUGTURAL SHEETS FOR ANCHORAGE. 08. ROOF ASSEMBLY. PRE-ENGINEERED ROOF TRU55E5 WITH 7/16" APA RATED 0.5.5. 5HEATHIN5 WITH H -CLIP. ROOF WITH GLASS "A" MILDEW RE515TANT SHINGLE ROOFING W/ SELF 5EALIN6 TAB5 ON ONE LAYER OF 15 LB. FELT STYLE AND DOLOR A5 5ELEGTED BY ARGHITEGT. BALL. BEAM 1 1/2"=1'-0" 4"GONG.WV6X6W1.4XW1.4WWFON6 MIL VAPOR BARRIER ON TERMITE TREATED GOMPAGTED FILL HILTI ON12 NAIL OR 1/2" DIA. EXPAN51ON BOLT TYP INTO ( ONG. (5EE FRAMING PLAN5 FOR DETAIL5) LARGER BOLTS ON HOLD DOWNS, VERIFY WITH MANUFACTURER 2 X 6 P.T. AV a r 4 ° 8 a d e d V d d e e d d A e o a e a a 4" I6" 4" 2 #5 BARS CONT. THICKENED INTERIOR BEARING WALL w Q 0 0 O T r^ O d ZN (� O M I O O O z QX Q oMo 4 No W W M O o_ O �° w tL z W — N o E Z W od .o `� a V) W v w _ �, o v a r U Q^ W ❑' N I- 0,; = z Z a z Q _jJLo 0 z o U W a o S W � X S N JOB NO. 5qS DRAWN BY PB5 CHECKED BY C76 APPROVED BY JBB DATE 5/15100 SHEET NO. J C8.1 3 1 4"ECO-1 -/ 4- 4 " " 4" 4" 4" HB -1 - y..-rv� -".°- f".rrr-r..,y,.�� . y'__ 7'.7 ''_'T i 7 .]'.'T_`�'7' a r , a �I I , TOILET �I W /2 TYP _ 4»VTR 1 LAUNDRY i �i PORCH 4"ECO-1 3„ A- _ - - -- - - - __._ -- I0>TPV-1 RACQUETBALL 3"VTR COURT DOMESTIC WATER SERVICE BELOW GRADE. INSTANTANEOUS WATER HEATER WH -2 `✓ REFER TO CIVIL SITE DRAWINGS FOR SHALL BE BID AS AN ALTERNATE IN LIEU CONTINUATION. OF SINK S-1 BEING SUPPLIED BY WH -1, DOMESTIC WATER SERVICE SHUT-OFF VALVE IN SERVICE BOX WITH CAST-IRON NOT USED. COVER. I DOMESTIC WATER SERVICE RISER IN WALL. <@>NOT TO USED. . 1 1 /4"CW AND HW DN. TO AND UP FROM 1 1 NOT USED, I WATER HEATER. REFER TO WATER HEATER I DETAIL ON SHEET CP -2 FOR CONTINUATION. I WATER PIPING DN. IN WALL; CONNECT NOT USED TO FIXTURE(S) AS REQUIRED. 13 1/2" COLD WATER BELOW FLOOR FROM TRAP 1 6 LINT INTERCEPTOR FLUSH WITH SLAB. VALVE TO FLOOR DRAIN. j SANITARY WASTE PIPING BELOW GRADE. 14 NOT USED. I REFER TO CIVIL SITE DRAWINGS FOR CONTINUATION. r I I E.91 PORCH I , I I CP -2 s / -1 y� „ 1I 2 4 - - _ I IWH d I ; r� p4, 13 TPV-1 T _ UR I - Ll ' ,� WC -2 5 ---- -- - - 4 "F ; S 1 - I_ Fi I 3"VfR --- a � 3" ` ! f r, _ 4 1/ I �- - -- - -- - -WON.�� i ✓,� HR- i { / C J4" I v.. ' S 1 1/4„ 1 ''------------ -- ----- -- - - 5 i TET —� WH -1 „ 4"ECO-1 f1 - (2 WAY) II I 3"(I 1 I i 3" _ __ _ - r 3 FD- 1 c- '\- -- - - -- - --- -- -'- - - -- '- / i ' i _ _ .-. _ I J. - IMB 1 I iMEDIA, RM.r I 1 1/4• � r 3/4„ ni -- 4„ �' !N ENANCE I I 5 I 5 — I i 5 IMB-1 2" 1 3/4„CW I 1 I x 3” I ,, ICLOSET . � I i i tJU - - -- --- - - -- - --- - - - - . CLUBROOM HB -1 (24"ABOVE I 1 FINISH FLOOR) 1 � � 1/2" E { }H WC -1 /2 �. 4"CW I 4" WCO-1 i 5 � r 40-1 3`' (2 WAY) I -� I i-- =- 3»FD-1 4" WC -2 C- 5 2" r _ 0 { i Ll E L iz F�N t,�. _.-- .__ -- - - — — -- — - - - - -- -- - -- I -a t i / IV v ., - - - - - - - -- -- -- - gi 3/4" 34' WC -2 3„ / H C. 3 3"VTR 3/4„ 13 , 1 ( TPV_ 1 f, 13 l i ci ± 4"EC -1 r2 (2 WAY) �-2 1 PLUMBING PLAN { , ,s -- rrr--, ----- UNLESSNOTE OTHERWISE ALL,. r " ;�. T '7 I N SLAB ALL \LL IG IN INSULATION 'ING. S.G.M. ENGINEERING, INC. n F A C I L I T I E S C O N S U L T I N G E N G IN E E R S 600 S. North Lake Blvd, g� TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 AAamonte Springs E-mail: sgmeng*iog.net Florida, 32701 Project number: 20119 n , st� pp UM v O M Z CD 000 a x a a o 0 W w o 00 Orr (D - LJ W — M 4 Z I w rn aoes W C ZD I— U m DQ w Q r - W T N z Q 'L Q- h �I O a__ V 3 4 x U V) W W .Q W k i� JOB NO. 8 DRAWN BY a4v CHECKED BY RKM APPROVED BY JR5 DATE 5/1500 SHEET N0. CP -1 n COLD WATER SUPPLY TO UNIT VACUUM RELIEF VALVE WATTS OR EQUIVALENT DIELECTRIC CONNECTION (TYP)-''�` REDUCER (TYP) HEAT TRAP (TYP.) LID RECESS 28" 4"OUTLI WH -1 0 24 GA. GALV. STL. 1 1 /2" MINIMUM DEEP SAFETY PAN 2" LARGER THAN TANK HOT WATER SUPPLY TET -1 (THERMAL EXPANSION TANK) AMTROL #ST -12 OR APPROVED EQUAL PIPE IN WALL PENETRATE THROUGH WALL & PROVIDE ESCUTCHEONS GATE VALVE (TYP) TEMPERATURE AND PRESSURE RELIEF VALVE. (ASME) WATER HEATER (SEE WATER HEATER SCHEDULE) EXTEND SAFETY PAN DRAIN AND RELIEF VALVE DRAIN TO RISERS IN WALL AS INDICATED ON PLUMBING PLANS. ELECTRIC WATER HEATER WH -1 DETAIL NOT TO SCALE FINISH GRADE EXTENSION SAME SIZE AS SEWER CLEANOUT 2 -WAY CLEANOUT NOTE: PIPE AND FITTING SHALL BE OF THE SAME MATERIAL AS SEWER IT SERVES. EXTERIOR 2—WAY CL NOT TO SCALE ANOUTO z /1 a" Tuv TDCAn PLATE GENERAL PLUMBING NOTES A. PLUMBING CONTRACTOR SHALL READ ALL JOB SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL INFORMATION, B. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AND LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. C. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION IN ORDER TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. PLUMBING PIPING SHALL NOT BE ROUTED OVER ELECTRICAL PANELS. D. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION. E. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL. THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPING, ANY PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. WATER PIPING IN CEILING SPACE SHALL BE RUN BELOW THE CEILING INSULATION TO PREVENT PIPING FROM FREEZING. F. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS WHERE NECESSARY IN THE DOMESTIC WATER SYSTEM (COLD AND HOT WATER) EVEN IF NOT SHOWN IN PLAN. ALL VALVES SHALL BE ACCESSIBLE AT ALL TIMES, PROVIDE AND INSTALL ACCESS PANELS/DOORS AS REQUIRED. SIZE & LOCATION OF SHOCK ABSORBERS CONFORM TO PDI WH -201. G. WALL FOOTINGS SHALL NOT BE PENETRATED WITH PIPING. COORDINATE WITH THE GENERAL CONTRACTOR TO DROP FOOTINGS FOR SLEEVED STEM WALL PENETRATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. H. ALL FIXTURES DESIGNATED FOR USE BY INDIVIDUALS WITH PHYSICAL IMPAIRMENTS SHALL HAVE INSULATION ON ALL EXPOSED PIPING. SUCH INSULATION SHALL BE, ?"THICK ARMAFLEX, TRUEBRO-HANDI-LAV GUARD KIT OR APPROVED EQUAL. 1. ALL SANITARY WASTE AND VENT PIPING INSIDE FIRE RATED WALLS SHALL BE CAST IRON PIPING AND ALL WATER SUPPLY PIPING INSIDE FIRE RATED WALLS SHALL BE COPPER TYPE "L" PIPING. J, FLOOR DRAINS SHALL BE EQUIPPED WITH A TRAP PRIMER AND CONNECTED TO THE COLD WATER SUPPLY, TO MAINTAIN THE WATER SEAL IN THE FLOOR DRAIN. iK. CAST IRON 3AR FRAME. RATED STAINLESS SCREEN WITH DIA. STAGGERED FLOW RESTRICTOR SET TO 1107 MAX. LEAVING WATER TEMPERATURE. GROUT TO FULLY SEAL (TYPICAL) 4"INLET INSTANT WATER HEATER TIGHT TO WALL, SEE WATER HEATER SCHEDULE, G CONCRETE LINT INTERCEPTOR DETAIL 3 NOT TO SCALE NOTE: PROVIDE PRECAST CONCRETE INTERCEPTOR AS SHOWN OR PROVIDE ENGINEER APPROVED PREMANUFACTURED LINT INTERCEPTOR OF EQUAL CAPACITY, J -BOX BY ELECTRICAL CONTRACTOR HOT WATER SUPPLY PLUMBING SYMBOL/LEGEND -------- SOIL/ — COLD -__—_HOT MANUFACTURER DESCRIPTION MARK �T T~ FIXTURE VENT COLD WATER (CW) WC -1 WATER CLOSET 115- HOT WATER (HW) 2" 1/2" SANITARY OR WASTE BRIGGS ------------------- VENT VTR VENT THRU ROOF (VTR) WCO WALL CLEANOUT --^;i 3 0 FCO FLUSH FLOOR CLEANOUT FD FLOOR DRAIN - a0 TRAP (PLAN VIEW) o „ c ECO L, GRADE/EXTERIOR CLEANOUT HB -1 t --c----_--- WATER CLOSET * HOSE BIBB -j --- - --- SHUT-OFF VALVE J, - VITREOUS CHINA, WATER SAVER 1.5 GPF, SIPHON JET, WATER HAMMER ARRESTOR(WHA) TRAP PRIMER (TP) FLOW DIRECTION TYPICAL LAVATORY --` COLD WATER SUPPLY WH -2 G� PROVIDE 3 -WAY VALVE ON HOT WATER SUPPLY LINE WITH ADDITIONAL SUPPLY J TUBE PENETRATING THRU BACK WALL FOR BACK TO BACK INSTALLATION WHERE INDICATED IN PLUMBING PLAN. 3 -WAY VALVE FINISH FLOOR BELOW COUNTER WATER HEATER DETAIL 4 NOT TO SCALE (BID ALTERNATE) PLUMBING FIXTURE / EQUIPMENT SCHEDULE SOIL/ — COLD -__—_HOT MANUFACTURER DESCRIPTION MARK �T T~ FIXTURE VENT WASTE WATER WATER MODEL # WC -1 WATER CLOSET 3" 2" 1/2" - BRIGGS - VITREOUS CHINA, WATER SAVER 1.5 GPF, SIPHON JET, #4725 14" HIGH ELONGATED BOWL; BOLT CAPS. 3 0 0 a PROVIDE ANGLE STOP SUPPLIES & ESCUTCHEONS. o o „ c o CENTOCO#1500 - SOLID PLASTIC, OPEN FRONT, ELONGATED SEAT. (WHITE) WC -2 WATER CLOSET * 3" 2" 1/2" - BRIGGS - VITREOUS CHINA, WATER SAVER 1.5 GPF, SIPHON JET, #4738 18" HIGH ELONGATED BOWL; BOLT CAPS, L a , f f f PROVIDE ANGLE STOP SUPPLIES & ESCUTCHEONS. dM M v ti 1N 1 CD o CD » 0 Z a z `` 4 O CENTOCO#1500 - SOLID PLASTIC, OPEN FRONT, ELONGATED SEAT. (WHITE) UR URINAL 2" 1 1/2" 3/4" - BRIGGS FLUSH VALVE, SIPHON JET, WALL HUNG, H z HANDICAPED OZ$ w D c v a, #7530 MOUNTED 17" A.F.F., 1.0 GAL PER FLUSH � F-- � w o = a c Q W ❑ WALL MOUNTED CARRIER WITH HANGER = V z a Z o z J ,n JOSAM 17835 PLATE z 0 CL SLOAN 186-1.0 FLUSH VALVE WITH WALL BRACKET L-1 LAVATORY* 1-1/2" 1-1/2" 1 /2" 1 /2" BRIGGS - VITREOUS CHINA WALL -HUNG LAV. 20" X 18". WITH #6601 CONCEALED ARM AND FRONT OVERFLOW; PROVIDE 'P' TRAP. LJ r - Q 0 SYMMONS #S- - SINGLE LEVER LAVATORY FAUCET (2.0 GPM) WITH GRID w 90 -2 -G -FR -W STRAINER DRAIN ASSEMBLY. PROVIDE 'P' TRAP. ACCESSORIES - PROVIDE ANGLE STOP SUPPLIES W TUBES & ESCUTCHEONS. S-1 SINK 2" 1-1/2" 1/2' 1/2- DAYTON - STAINLESS STEEL, DOUBLE BOWL COUNTERTOP SINK WITH JOB NO. � DRAWN BY #D-23322 FAUCET LEDGE, 4 HOLE, HEAVY -GAUGE, 33"x22" O.A. CHECKED BY RKr� APPROVED BY GRS SYMMONS - SINGLE LEVER KITCHEN FAUCET WITH AERATOR, HOSE AND SHEET NO. CP -2__ #S-93-2 SPRAY. PROVIDE ANGLE STOPS, SUPPLIES & ESCUTCHEONS. ELKAY - STAINLESS STEEL CUP STRAINER WITH REMOVABLE BASKET, #5018A PROVIDE TAILPIECE, P -TRAP & CONTINUOS FLOW FITTING. FD -1 FLOOR DRAIN SIZE/ SIZE/ - - ENPOCO - FLOOR DRAIN W/PVC BODY WITH DOUBLE DRAINAGE FLANGE DWG. DWG. #UFAFD-TPT AND FULL DIAMETER REVERSIBLE MEMBRANE CLAMPING 6SQ COLLAR, ADJUSTABLE 6"SQUARE TOP STRAINER ASSEMBLY AND TRAP PRIMER CONNECTION. PROVIDE 'P' TRAP. FD -2 FLOOR DRAIN SIZE/ SIZE/ - - JOSAM - COATED CAST IRON BODY FLOOR DRAIN WITH SHALLOW DWG. DWG. #31120 BUCKET, NON-PUNTURING FLASHING COLLAR, WEEPHOLES, BOTTOM -OUTLET, MEDIUM DUTY LOOSE -SET ANTITILT GRATE PROVIDE TRAP PRIMER CONNECTION AND P -TRAP. ECO -1 EXTERIOR CLEAN-OUT SIZE/ - - - SEE DETAIL - PROVIDE CLEAN-OUT WITH 2 -WAY CLEAN-OUT TEE. DWG. THIS SHEET WCO-1 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. WB -1 WASHER BOX 2" 2" 1/2' 1/2" WATER-TITE - HIGH IMPACT PLASTIC WASHER BOX, 7?"x9"x3?" O.A. #4312 VALVES INSTELLED WITH EXTENDED COPPER TAILPIECE WITH HALF COUPLING. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. IMB-1 ICE MAKER BOX - - 1/2" - OATEY - HIGH IMPACT PLASTIC ICE MAKER UTILITY BOX WITH #9000 COMPRESSION ANGLE STOP W/ COPPER SOLDER CONNECTION. FURNISH AND INSTALL ?" COPPER TUBING SUPPLY MOUNT AT HEIGHT RECOMMENDED BY REF. MANUF, TPV-1 TRAP PRIMER VALVE - - 112- - PRECISION - PRIME -RITE TRAP PRIMER VALVE WITH WATER DELIVERY PLUMBING AT 5 PSI PRESSURE DROP. CAPABLE OF DISTRIBUTING PRODUCTS WATER UP TO 4 FLOOR DRAINS WITH DISTRIBUTION UNIT, WHA -X WATER HAMMER - - SIZE/ SIZE/ SIOUX CHIEF - WHA -1; #660 SERIES PDI CERTIFIED, PDI SIZE (A) ARRESTOR DWG. DWG. WHA -2; #660 SERIES PDI CERTIFIED, PDI SIZE (B) SEE RISERS FOR PIPE SIZES & WATER HAMMER ARRESTOR LOCATIONS. HB -1 HOSE BIBB - - 1/2" - ZURN - NON -FREEZE WALL HYDRANT WITH VACUUM BREAKER, ?" Z-1315-5 HOSE THREAD OUTLET SPOUT, ALL BRONZE. SEE PLANS FOR LOCATION, MOUNT 24" A.F.F. EWC-1 ELECTRIC WATER 1-1 /2" 1-1 /2" 112" - OASIS - WALL HUNG, BARRIER FREE WATER COOLER, RATED AT 7.0 COOLER* #PLF8WMQ CPH OF 507 WATER AT 30" TEMP. DIFFERENCE. INPUT 1 /5HP, 115V., 60HZ, 1 PH. MEETS ADA REQUIREMENTS FOR USE BY INDIVIDUALS WITH PHYSICAL IMPAIRMENTS, ARCHITECT TO SELECT CABINET COLOR. PROVIDE ANGLE STOP VALVES. NOTE: * INSTALL FIXTURE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL ACCESSIBILITY CODE REQUIREMENTS FOR INDIVIDUALS WITH PHYSICAL IMPAIRMENTS. S.G.M. ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 600 S. North Loke Blvd. TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 Altamonte Springs E—mail: sgmengOiag.net Florida, 32701 Project number: 20119 W 3 0 0 a o o „ c o C c 6 C � U a 4 f L a , f f f dM M v ti 1N 1 CD o CD » 0 Z a z `` 4 O f� V oco ui w C O OryL w ►- o z W H z ❑ v �_ w `` OZ$ w D c v a, � F-- � w o = a c Q W ❑ = V z a Z o z J ,n z 0 CL Ir U V) Li 0 LJ r - Q 0 w x Ln JOB NO. � DRAWN BY CHECKED BY RKr� APPROVED BY GRS DATE 5/I S/00 SHEET NO. CP -2__ n 0 WHA -1 WB -1 (5 TYP.) 3/4" 3/4" f f f i F\ 3" „ 2 2"— 2 2"I " \\\<' 2" f s , / / 4,. / r / 3 FD -1 f 2- r/ / r r r r/ �^ WC 1 `\ „\\� 2" 2 V I 3" 1 " - 1/2" ' 3"VTR f ' /I 4" 3" /f I 1 1/2" i W6-1 � ' 2" 3 �f'r II��_ I ' 1/2" 4"ECO-1 IS „ 2�/ nF 1 , I I rf 2 r r �-�` EWC -1 1 1/2" , I 1 1/2" ' 1 � 3" 3" ' UR 3" 3„ I WC -2 I 2" � I J `3/4., /2 4� WHA -1 " 1 1/4 "`\ 3/4„ 1/2" /- ' 1/2 ( n 1 1/4" � 7 3/4 ,101--5 � WHA -1 �- " HB 1 1/2 ! 41'— '' /2 WC_ 1 1 ; 1 " 2 L\ / .� 1 / HB -1 / 1 1/4" L UR » ABOVE 1 1/4 ' ' 1/2" FINISHED FLOOR) 6 112" 1 1/4" 1/2" O WHA -1 WC -1 3/4" 3/4„ 1/2" 112" ./. 3/4 — 7 WC -1 3/4„ 1 n WHA -1 1 1/4” \ � 1/2 < a 3/4 'fir / 2" / „ f r' 2 I ✓ ' f /r I fir' i I I 2 �— 3"VTR \� „ I i '�2 � I 4 I iii I I i 31+ 3„ i "r 3" r \» , f 2 i 2n I 3" %y' Wim—` 1 3/4" 1/2" �\ 3/4" 1 1/4" WHA -1 2 I, 6 WC -2 , 1/2" I� W -' y -'/2" 7 WC -2 WATER RISER DIAGRAM -� NOT TO SCALE L-1 1/2" 7 6 2" SANITARY RISER DIAGRAM NOT TO SCALE ECO PLAN KEY NOTES DOMESTIC WATER SERVICE BELOW GRADE. REFER TO CIVIL SITE DRAWINGS FOR CONTINUATION. 2� DOMESTIC WATER SERVICE SHUT-OFF VALVE IN SERVICE BOX WITH CAST-IRON COVER. �3 1?"CW AND HW DN. TO AND UP FROM WATER HEATER. REFER TO WATER HEATER DETAIL ON SHEET CP -2 FOR CONTINUATION. LINT INTERCEPTOR; REFER TO DETAIL #2 ON SHEET CP -2. OSANITARY WASTE PIPING BELOW GRADE. REFER TO CIVIL SITE DRAWINGS FOR CONTINUATION. 6O TRAP PRIMER VALVE; ROUTE ?"CW FROM TRAP PRIMER TO BELOW SLAB AND CONNECT TO FLOOR DRAJN(S) AS REQUIRED. PIPING IN WALL SPACE. 8�J GAS METER AND REGULATOR ASSEMBLY PROVIDED BY LOCAL GAS COMPANY. <9> GAS SERVICE TO BUILDING BY LOCAL GAS COMPANY. 2” 2" S.G.M. ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 600 S. North Lake Blvd. TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 Altamonte Springs E—mail: sgmeng*iog.net Florida, 32701 Project number; 70119 W � o �.J \.J a � Z M M f\ d 04 ' O M O � //z (w M IN W c X V p W M 0_ iz- w W Z r. N -- M C Z ❑ Q w '� Or 06 W� r—C' U oE- W Q". W ❑ N U Z Q Z a Z ` 0 J a C� z 0 CL of C) w LJ d 0 W x JOB NO_;S DRAWN BY BAv CHECKED BY RKrr1 APPROVED BY G�28 DATE 5AS100 SHEET NO. c r—i P-3 Is f� 1 f� 01 f I 5LOPE SLAB f f � a TO FLOOR DRAIN P.) f f� �J f f 20'-8 1/4" f f RE( E55 SLAB A5 PER f f f N f o ' w ( 1 Z Z RACQUETBALL z (D f1) MANUFACTURER f f f Wo 5PECIFIGATION5. f f i f f Ib" THICKENE f f f SLAB f W CC V f b f W W� Ced f QJ 51M, f SENERAL NnTFI�- A, DO NOT SCALE DRAWINGS, USE ONLY FIGURED 21MEN51ON5. 3. ALL DIMEN51ON5 ARE TAKEN FROM OUT TO OUT 'EX( LUDING BRICK LEDGE) OF CONCRETE, UNLE55 2THERWI5E NOTED. ol THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY :XI5TIN6 TOPOGRAPHY, AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES 'RIOR TO PROCEEDING H1TH THE PROJECT. ). 501L BEARING VALUES. FOUNDATION DESIGNS 5HOHN HERE ARE BASED ON A 501L BEARING VALUE 7 2500 P5F. FOUNDATION5 AND 5LA55 ARE X5I6NED TO UNIFORMLY BEAR ON NELL COMPACTED, ^TELL DRAINED NON-EXPAN51VE SOILS. A CERTIFIED 301L5 ENGINEER SHALL REVIEW FOUNDATION DESIGNS, 3UILDING LOADS, AND COMPARE KITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATION5. SHOULD �N-51TE 065ERVATION5 5HON THAT FOOTINGS 5HOHN `IERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL 3E CONTACTED IMMEDIATELY FOR NEN DESIGNS. _. MINIMUM OF FOOTING PENETRATION. EXTEND 30TTOM OF ALL FOUNDATIONS AT PERIMETER OF 3UILDING 36" MINIMUM BELON FIN15HED GRADE. CONCRETE STRENGTH. MINIMUM CONCRETE iTRENGTH FOR ALL SLABS, AND FOUNDATIONS SHALL 3E MINIMUM 3000 P51 AFTER 28 DAYS. PROVIDE TEST ZEPORT5 FOR THE ONNER'5 RECORD AND ACCESSIBLE '0 THE ARCHITECT. 5. ANCHOR BOLTS, PROVIDE 1/2" DIAMETER X b" .ONG ANCHOR BOLTS OR APP. EXP. BOLTS FOR NTERIOR LOAD BEARING AND EXTERIOR FRAME HALLS 'LACE BOLTS A5 PER HALL SECTIONS SHEET 8.1 KITH MINIMUM 2 BOLTS PER PLATE AND LOCATE BOLT 1'-0" 'ROM END OF PLATE. I. PARTITION ANCHORS. SECURE ALL INTERIOR NON iHEARH.ALL NONLOAD BEARING PARTITIONS WITH CUT WL5 OR RAMSET ANCHORS SPACED 4'-0" O.G. MAXIMUM, MINIMUM 2 ANCHORS PER PLATE. SLAB FINISH, PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. CREATE BROOM FIN15H 'EXTURE FOR ALL EXTERIOR SLABS. I. PLUMBING FIXTURES. DOTTED LINES INDICATE GENERAL PLUMBING FIXTURE LOCATION. REFER TO LOOR PLANS AND VERIFY 5PECIFIC FIXTURE OGATION5 WITH ACTUAL EQUIPMENT REQUIREMENTS. COMPRESSOR CONDENSER PADS. PROVIDE ,ON(RETE SLAB FOR AIR CONDITIONER COMPRESSOR 6 REQUIRED BY EQUIPMENT MANUFA( TURER. ,CORDINATE PLACEMENT OF SLAB KITH FINISH GRADING AT XMPRE55OR LOCATION . REFERENCE ELEVATIONS 0'-0" 15 FIN15H FLOOR 77OR REFERENCE ONLY). REFER TO CIVIL DRAWINGS OR ACTUAL BLDG. FIN15HFLOOR ELEVATIONS. )I. TRENCH FOOTING PERIMETER FOUNDATION 'HI(KNE55 OF FOOTING VARIES KITH LOCATION SEE CTAIL5 SHEET ( a.l) PROVIDE VERTICAL REINF. AS CHEDULED. REINFORCE BOTTOM OF FOOTING AS CHEDULED. �2. FLOOR SLAB. 4" THICK CONCRETE SLAB ENFORCED WITH 6Xb - N 1.4 x H 1.4 WELDED HIRE A13RIC CONTINUOUSLY THROUGH ALL MONOLITHIC SLAB OUNDATION5 OR P05T-TEN51ONED SLAB OPTION. LACE SLAB OVER 6 MIL V15MEEN VAPOR BARRIER ND TERMITE TREATED, WELL COMPACTED FILL. 3. EXPAN51ON JOINT. PROVIDE 1/2" THICK X 4' NIDE ITUMINOUS EXPANSION JOINT MATERIAL HITH SEALANT T ALL SURFACES HHERE EXTERIOR 5LAB5 ABUT �OOR SLABS. 4. PATIO 5LA55. PROVIDE 4" THICK CONCRETE LABS REINFORCED HITH bXb HI.4 X KA WELDED HIRE ABRIG. PLACE 5LAB5 OVER TERMITE TREATED, NELL OMPACTED SOIL. SLOPE PATIO 5LA55 AWAY FROM UILDING OR AS INDICATED ON PLANS TO SPOT -EVATIONS. 5. CONTROL JOINTS ((.J.). PROVIDE OPTIONAL 5AWEE ONTROL JOINTS IN 5URFA6E OF 5LA13 AT LOCATIONS DILATED ON PLAN. JOINTS SHALL BE GUT WITHIN b )UR5 OF FIN15HINO SLABS. METAL EXPAN51ON JOINTS RE ACCEPTABLE IN LIEU OF 5ANE0 JOINTS. FILL )INT WITH SEALANT. BUILDING5 ARE DESIGNED AND MUST BE GON5TRUGTED TO COMPLY WITH 100 MPH CRITERIA A5 PER 5EGTION I606 OF THE GTAMMADn M1111 nIAIG. /nnc rorty om 0 v1 � o � O � a a � o a �J `+1 ' w ( 1 Z Z M � � d o S, z (D f1) Q Q z o 0 CD V w o Wo °° ce-O W _O Wv � o Z N M z `-f' v .Q w� D7 N W CC V w F E U Q W W� 0 Z 'Q Z v N QO QJ Ln C QfD z 0 CL Ckf C) V) LCL G7 Lit a 0 W X L— V) JOB NO. 5qS DRAWN BY PBS CHECKED BY GB APPROVED BY JBB DATE 5/15/00 SHEET N0. 0301 I I 3) NOT U5ED Moog 1 . 1 ' • Independent heat & flame control • Variable flame speed (with 2650 only) • Adjustable flame brightness • 1440 watt -rated fan -forced heater with built-in thermostat control -4,500 Btu's per hour Mantel Cabinets H1VI-0-202: 200 Series oak cabinet with H'F-MHBLK-1 trim jC-d-203: 200 Series oak corner cabinet with HT -PB -4 trim and GR2 Grille Kit FIM -UO -100: 100 Series unfinished oak cabinet with HT-BLK-VIS trim • Precision fit components • Premium surface finish • Distinctive styling • Cabinet or Corner styles • Locking Mantel shelf top • Assembles in minutes • Standard 13" cabinet depth to front of unit • Installs with mantel and trim in minutes • Standard with safety glass and prewired 8' cord • Safety cutout with reset control • Upper grille conceals control panel • Heavy duty fabricated steel housing 1 1 HT- MHBLK-1: 11/2" slimline flat black trim HT-MHPB-1: II/2" slimline polished brass trim HT-BLKPB-4: 4" flat black polished brass surround HT-BLK-VIS: Flat black vista cast front HT-PB-GR1: Polished brass upper grille HT-PB-GR2: Polished brass upper & lower grille (4" trim series only) 2600 Standard unit 2650 Full feature unit that includes variable flame control and brick pattern C0 m N 0 0 r a m N 0 0 1711 Heatilator • A Division of Hearth Technologies Inc. • 1915 W. Saunders Street • Mt. Pleasant, Iowa 52641 • 800/843-2848 Fax 800/259-1549 • http://www.heatilator.com Cabinet Corner 73243A HEAT I LATOR - FIREPLACE MANUFACTURER SPEG I F I GATI ON5 I H5 @ EACH 510E OF TRU55 OR AT HIP SET JACKS EXTERIOR 5EARI NG (2) H5 - ALTERNATE (1) 51MP50N MT512 SIMPSON 5P-2 EACH STUD / PLA1 CONNECTION AT TC FLOOR ONLY. USE 51MP50N H 2.5 IN ALL OTHER LOCATIONS. 51MP50N 5P -I ® STUD / PLATE CONNECTION AT ONE STORY 5TRUGTURES ONLY. USE 51MP50N H 2.5 IN ALL OTHER LOCATIONS. 5TUD TO PLATE CONNECTION SINGLE DE51ON BOTTOM C 168# DEADLOAD (( HVAG GONTRA( TC PROVIDE KNEE Tf DRAFT5TOPPING ?0 W/ x1 1/2 ON INSIDE OF 5TUD (iRDER DETAIL N.T.S. DOUBLE ) HT520 w/ 4 IOd XI 1/2 qCH 7/U Ver. vv. MECHANICAL PLATFORM TOPPING )LATION (2) 12d T 18" O.G. SOF TRU55-ALIGN W/ SHEAR kLL PROVIDE INFILL TRU55 REQUIRED LAYER GYP. BD. 51MP5ON A55F @ 32" O.G. DOUBLE TOP PLATE (1) LAYER 5/8" TYPE 'XG.W.B. REFER TO SHEAR WALL SCHED. FOR FASTENING 2X4 P.T. EXPANSION ANCHOR OR 1/2" m ANCHOR BOLT (SEE SCHEDULE FOR SPACING) W/ b" MIN. EMBEDMENT INTERIOR SHEAR NALL 3 x 4 "X" BRACING @ 1/4 POINTS OF TRU55 5PAN, TWO \ BAYS BACK FROM FACE OF \ TRUSS, TYP. f— Sd NAILS 0 4" O.G NAILS BASED ON SHE -'� WALL REGUIREMENT5 GABLE END TRUSS GYPSUM CEILING DIAPHRAGM �-- 51MP50N "M5TAI2" 32" O.G. WOOD WALL ------ SEE WALL COVERING DETAILS ON SHEET 8.1 END DETAIL N.T.S. F_ HEADER: SPAN CONDITION -SCHEDULE HEADER SIZE NO. JACKS UP TO 4'-0' 0 ROOF DOUBLE 2X8 i l TO 4'-0' 0 FLOOR 4'-1" TO 8'-O' 0 ROOF DOUBLE 2X10 I UI; UBLE 2X12 2 4'-I" TO b'-0' 0 FLOOR SEE PLAN ON HEFT SHEARWALL SGHE�)ULE 2- 51MP50N M5TA 26 (ONE EACH SIDE) H -I (2) - 2X10 #2-SYP. HTH 1/16' CANTINUOU5 FLITCH PLATE 2 H-2 GH4.FFORRLOCATIONS SHEAR LEVEL FRAMING: INTERIOR EXTERIOR *2-5YP. WITH 1/Ib' CONTINI) FLITCH PLATE INTERIOR H-4 (2) - 2X12 BASE CONNECTIONS ® BOTTOM OF 5HEARWALL: WALL B -I (2) -I 3/4'Xit i/4' LVL FADE: 3 B-2 FACE: LAMINATED VENEER LUMBER 3 GIRDER GIRDER MARK 3 UNLESS NOTED OTHRWS. INTERIOR 5HEARWALL5 SHEATHING AND NAILING PATTERN ON BOTH 51DE5 TYPICAL NO. STUD 5HEA- 5HEA- THING NAILING PATTERN NAILING PATTERN 5HEA- THING 50REN PATTERN 5CRE; 4 PATTERN GONTIN, PLATE CONNECT TO HOLD ®HORIZONTAL DOWNS SHEATHING STUDS EA. END ff EA. THING JOINT FLOOR DECK ® EA. JOINTS OPENING BLOCK- EDGES INTER- END INC. MEDIATE NALL 5W -I ROOF TO 2X4 ® 2 NOT BLOCKS 1/2" 0.5.8. Sd ® 4" O.G. Sd !2" O.G. 5/8" TYPE "X" I -I/2" BUGLE 1-1/2" BUGLE 1/2" DIAMETER A 301 @ 24" 51MP50N H716 EXT. OUND, Ib O.G. 6YP5UM HEAD HEAD O.G. TO SLAB - WALL 5GREW5 5GREW5 TYP.5IMP50N BOARD ® 4-1/2" ® 5-1/2" N EXT. O.G. O.G. WALL ROOF TO 2X4 2 =OUND. NOT BLOCKS 5/8" TYPE "X" I -I/2" BUGLE I-1/2" BUGLE 5/8" TYPE "X" 1-1/2" BUGLE 1-1/2" BUGLE I/2" DIAMETER A 301 @ 24" SIMP50N SW_3 Ib O.G. GYPSUM WALL HEAD 5GREW5 HEAD 5GREW5 GYPSUM WALL HEAD 5GREW5 HEAD 5GREW5 O.G. TO SLAB TYPICAL EE - SEE DETAIL INT. BOARD @ 4-1/2" ® b -i/2" BOARD @ 4-1/2" ® 8-1/2" D.G. O.G. O.G. O.G. F_ HEADER: SPAN CONDITION -SCHEDULE HEADER SIZE NO. JACKS UP TO 4'-0' 0 ROOF DOUBLE 2X8 i l TO 4'-0' 0 FLOOR 4'-1" TO 8'-O' 0 ROOF DOUBLE 2X10 I UI; UBLE 2X12 2 4'-I" TO b'-0' 0 FLOOR DOUBLE 2X12 2 A. PROVIDE 'CONSTRUCTION GRADE' OR N0. 2 SPF FOR ALL SHORT FADERS (4'-O" 5PAN B: PROVIDE '5ELECT 5TRUCTURAI_' SPF FOR ALL LONG HEADER5 (8'-0' 5PAN G. PROVIDE 1/2' OB.B. FLITCH PLATE AT CENTER OF ALL HEADERS. (C�ONTINIOU9 FOR FULL LENGTH OF HEADER, (TYP) BEAM & HEADER ANCHORAGE SCHEDULE BEAM / HEADER DESIGNATIONS NO. JACKS HEADER SIZE I --MIN. NO. OF BRG. STUDS OR JACKS DESIGNATIONS 2 S' -I" TO 12'-0" 2- 51MP50N M5TA 26 (ONE EACH SIDE) H -I (2) - 2X10 #2-SYP. HTH 1/16' CANTINUOU5 FLITCH PLATE 2 H-2 4X12 $2-5YP. 3 H-3 (2) .2X8 *2-5YP. WITH 1/Ib' CONTINI) FLITCH PLATE I H-4 (2) - 2X12 #2-5YP, KITH 1/16' CONTINUOUS FLITCH PLATE 2 B -I (2) -I 3/4'Xit i/4' LVL LAMINATED VENEER LUMBER 3 B-2 (2) -1 3/4'X14' LVL LAMINATED VENEER LUMBER 3 GIRDER GIRDER GIRDER (PRE ENG. BY TRU55 GO) 3 UNLESS NOTED OTHRWS. BEAM & HEADER ANCHORAGE SCHEDULE SPAN CONDITION HEADER TO SUPPORT STUDS NO. JACKS UP TO 4'-0" 2- SIMP50N M5TA 15 (ONE EACH SIDE) I 4'-1" TO 6-0" 2- 51MP50N M5TA 24 (ONE EACH SIDE) 2 S' -I" TO 12'-0" 2- 51MP50N M5TA 26 (ONE EACH SIDE) 3 BUILDINGS ARE DESIGNED AND MUST BE GON5TRUGTED TO COMPLY WITH 100 MPH WIND LOAD CRITERIA AS PER SECTION 1205 OF THE STANDARD BUILDING CODE Iqq�. DESIGN CRITERIA � WIND LOAD: 100 (MFW < BUILDING CODE: Iq<i158GC1 1 o (� ROOF M z (TRUSSES) X Q TCLL 30 z TCDL 10 a BCDL IO o TOTAL (PSF 50 USI 25* q .p SPACING 24" O.C. `` DEPTH / PITCH 1 IN 12 BUILDINGS ARE DESIGNED AND MUST BE GON5TRUGTED TO COMPLY WITH 100 MPH WIND LOAD CRITERIA AS PER SECTION 1205 OF THE STANDARD BUILDING CODE Iqq�. 06 M � v�O W i < �J N p 1 o (� CZ) p00 M z Q Q X Q 0 �zrl o V p 06 � v�O W W o� .13 '0 W C) O :Fm W ~ `!t O 0 /_/`� a r US W I— o W ❑ q .p Z w `` 06 � z d � N W C) LL VW�y W ~ O E U /_/`� a r W ❑ I_ > w � Un JOB NO. 5�8 DRAWN BY MGA CHECKED BY GB APPROVED BY JBB DATE 5/15/00 SHEET NO. C4.2 a � z d C3 Q -I ^J^ I CLun n > w � Un JOB NO. 5�8 DRAWN BY MGA CHECKED BY GB APPROVED BY JBB DATE 5/15/00 SHEET NO. C4.2 a m 0 H-4 fi�lwf 2 u mm 'yo ®I! Lu N V I x I C: mi m WX 0 05 ROOF FRAMING PLAN 7 V ALL 7 4 L. Y L J I VV J u_ - ..................... .. I .............. ib" O.G. 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':: :'.....:' AG 4MM . .ATE H.U. 1 - - - I .. .. .... ....... ....... ....... .. -- ..... ....... ....... .... ..... - ... .................... o.. 5 EGIFI TION FOR .. .. .. ... ...... ... ..... .. ..... i ;.' .......' ....... ... ..'.' .'..... D MEN51 N5 . ..'. ... ice- -. . ....... .. .. c�(. p .. ....... ....... ...... — .... ...... I I ............. .. ...... .'E R.0 ;. - r-... ..... PEGIF A•TIa. OR .. .. ..... .... ` . N5 01 i ..... ..... ... .. \-� .. P R N NT R 55 -BRA ING ..... C':' F- E E U ! E NO :F' I ..... ..... ...... .. ..... I. ... ... iii # .... ..... .... ..... ...... .. ..... ..... ..... ..... .. ..... ..... ..... .. ..... .... ...... ..... ..... ..... ..... ..... 1 ..... ..... ..... ..... .. .... ..... ..... .... ..... ..... ..... ..... .... .. ..... ..... ..........., 1 } i : 03 ti ..... ..... ..... ..... .... �, ..... ..... 1:'.' 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I ..... . ... . ......... ....... . ...... ........ ... . �............... . -, i ...... ..... _1� ... ......... ......... ... ....... ....... - ... ............................. ­� ............ v r 'v :'. 1 z ............... '...... I _ .. i GAE3LE1':::::............................... ......... :{2 :..:.:.:...:.::.:.:.::':': :_I':':' 01 02 _ TO FACE OF STUD i,-4„ PERMANENT TRU55 i ....'. .. . ; ...... . .. .. . � i X RAGING I/4"=i'-0" PERMANENT TRU55 l--_ ----- _--- H4 M 4 2 i IN AV X -BRACING 1 11G7.1 GABLE 3 GlJ Gl.l ❑ KEY NOTES. NOTES KEYED ARE TYPICAL. ALL OTHER NOTES ARE GENERAL. 01. TRU55 SHOP DRAWINGS. PROVIDE SHOP PRAV4INOS SHOWING LAYOUT, PROFILES AND (ONNE(TIONS AND LOAD DIAGRAMS FOR ROOF TRU55E5 SIGNED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE STRUCTURAL ENGINEERING IN THE STATE OF GEORGIA. 02. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X WOOD TRUSSES FOR LOADS, 5PAN5 AND CONDITIONS SHOWN. SPADE TRUSSES AT 2-0" Q.G. MAXIMUM AND AS REQUIRED BY TRU55 MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING AND BRA( ING REQUIRED TO FRAME ENTIRE ROOF A55EMB1_Y. PROVIDE ALL NEGE55ARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF EACH TRU55 WITH GALVANIZED TRU55 ANCHOR AS SPECIFIED AND DETAILED. 03. ROOF SHEATHING. PROVIDE 1/2" O.S.B., SPAN RATED, CODE CERTIFIED. APA RATED. 04, NAILING 5GHEDULE. EXCEPT A5 NOTED OTHERWISE, ALL WOOD FRAMING COMPONENTS SHALL BE FASTENED AS SPECIFIED IN THE UNIFORM BUILDING CODE, SECTION 2510 AS PER TABLE 25-0 FASTENING 5GHEDULE. WHERE 5GHEDULE DIFFERS FROM SPECIFIC DETAILS NOTED HERE, INSTALL IN AG(,ORDANCE TO THE GREATEST REQUIREMENT. 05. STUD WALLS. EXT. 4 INT. BEARING WALLS SHALL BE #2 S.P.F. MIN. W/2 X 4 WD. STUDS @ 16" O.G. PROVIDE LARGER 5TUD5 A5 NOTED ON PLANS. PROVIDE SGL. BOT. PLATE 4 DOUBLE TOP PLATE @ BEARING WALL5. @ NN -R L PROVIDE IN T$T O B G. INTNALL5, PR0 E 5 CLE. BO . 0P PLATE WITH STUDS @ 24" O.G. 06. BEAM /GIRDER SUPPORTS. PROVIDE MULTIPLE STUD AND/OR JACK SUPPORTS FROM BEARING POINT TO WOOD STRUCTURE UNDER ALL WOOD HEADERS, BEAMS, GIRDERS. :015 D,. 6"x6" D.F. WOOD COLUMN 05. ALL STUD WALL SILL PLATES AND OTHER MEMBERS IN GONTAGT W1TH GONGRETE SHALL BE PRESSURE TREATED. 01. TRUSS LAYOUTS. ALL TRUSS LAYOUTS ARE SGHEMATIG AND SHOWN TO INDICATE DESIGN INTENT. THE TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TRUSSES AND COMPONENTS NEGE55ARY TO FULFILL THE 0(91 DESIGN INTENT WHETHER SHOWN IN THESE DRAWINGS OR NOT. 10. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF PAINTED GALVANIZED STEEL OR ALUMINUM 0005ENE(K VENT WITH INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC AREA. 11, OVER -FRAMING. PROVIDE 2x TRUSSES OVER -FRAMING IN LOCATIONS INDICATED BY DOTTED LINES. I INDI( AT HANDFRAME 2 x 4 RI KET A5 REQUIRED 2. D G ES G G FOR WATER DRAINAGE. 0 p U- 0 W Q U- G -I: 6X6 P.T. NO.2 SY.P. POST W/ A566 BASE CONNECTOR OR PA51 (AST -IN STRAP CONNECTOR. COLUMN GAP SHALL BE EG(66 INSTALLED AS PER MANUFACTURER'S SPEG'S. ` LE6EN0 ["I""""""", " ` J VAULTED CEILING WEEMNA INTERIOR BEARING WALL - - — HEADER OR BEAM — — DRAFTSTOPPING I LAYER 1/2" G.W.B. I HOUR SEPARATION TO UNDERSIDE OF LAUNDRY ROOM CEILING. I LAYER OF 5/8" TYPE "X" ON EA. SIDE OF WALL. 2 LA`(ER5 FOR LAUNDRY CEILING. PERMANENT TRU55 BRACING ■B 0 o W Mo w 0 u V M n 0 Z N � a I — 0 0 Z a 0 a0 Q 0 CD o 0 C/) cn W w o m Q C fy_o" Q cy n/ F_ WO— ❑ (7; 0 I 0 cy 06 � � W a (Y L' rte- :D= E E a :: W D' ^ ) = Z U z .. ..... CL CL ..... ..... .... e, Q0 Z O LAT C) 0 w 0 LLJ a 0 C::: R. GE .LAN . • ... •V UL:TED Cit .. LOW : :.....: .....:: : ::::: :: :. : ..... :.: EILI G x JOB NO. 5qS DRAWN BY ti CHECKED BY GB �.... .. 5/15/00 .. ...... ....... ..'.'.... ..... .. .. ..... ..... ..... 'TIG OR Ip - ,.H 0 © - .T 10 I I:':':•:L:.::':':.::':':' ::::.': ...': :':':: :': :... :. ..... . . :......:. ,- - :.;:.j ........................... i ... . .'..'..'.'. .'.'.'.'.'.'. ..... .','.'.'.'.. '.'.'.'.'... . . . '.'.'.... .'.'.'.'.'.'. '.'.'.'.'.'.'. '.'.'.'.'.'.'. ..'.'............ .. :. . ...... D . T �( ,{ .... .'.'.'.'. ... ...'.'.•. .'.'. ...'.'.'. ..... 3E EAM • S PER RU55 ,1 ... ANUF CTURE i ..'.'.' 71 -IIA I ROOF FRAMING PLAN 7 V ALL 7 4 L. Y L J I VV J u_ - ..................... .. I .............. ib" O.G. I ' - a -1 UNIT ...................... ................. = UN IT ...I .............. . ..'.'..'......'I ...... 05 0 PLAT ORM ....'...'..'..' P OR �s> H-4 H-4 i H-4 . Ai .. -� - .'.'.'.'.'.'.'.'.'.'.'.'.'.... - r. -r: �.�.� 4 A..'.'..... ......... ... . !L! ./111 _ _1L1_!_ _� ...... ....... ....... ....... .... i- — _Tl T_TZ! tL• r 55 A - - L. _ . ....... :..... ....... ....... ...... a _ .... ..... ..... ..... ..... .. ..... ... ..... .. ... ... ., 1 ' ::' ... .................. T E R ALT. METRO :.' U55 5 D U L r.... ... ..... .. ..... .. ..... .... (/\ ..... ...... .... ..... AN PA ....... .. .. :'� E' :'S { ..... .. ..... .GGES G i` - I T AGG MMO TE A.H.U. ... i m.': . ............ ..... .. ..... ..... ..... ..... f:.. A M T RUSSE 0 E L E D R FER T FAG .. ... - - _ - �. ..... ....... ....... ..... :' :'... ':: :'.....:' AG 4MM . .ATE H.U. 1 - - - I .. .. .... ....... ....... ....... .. -- ..... ....... ....... .... ..... - ... .................... o.. 5 EGIFI TION FOR .. .. .. ... ...... ... ..... .. ..... i ;.' .......' ....... ... ..'.' .'..... D MEN51 N5 . ..'. ... ice- -. . ....... .. .. c�(. p .. ....... ....... ...... — .... ...... I I ............. .. ...... .'E R.0 ;. - r-... ..... PEGIF A•TIa. OR .. .. ..... .... ` . N5 01 i ..... ..... ... .. \-� .. P R N NT R 55 -BRA ING ..... C':' F- E E U ! E NO :F' I ..... ..... ...... .. ..... I. ... ... iii # .... ..... .... ..... ...... .. ..... ..... ..... ..... .. ..... ..... ..... .. ..... .... ...... ..... ..... ..... ..... ..... 1 ..... ..... ..... ..... .. .... ..... ..... .... ..... ..... ..... ..... .... .. ..... ..... ..........., 1 } i : 03 ti ..... ..... ..... ..... .... �, ..... ..... 1:'.' RIDE ....... .............. ..... ..... ...... ..... .... ..... ........ 3 ti. ..... ... ..... ..... { ...... ..... �- ..... ......� .'.'.'. ......... _._. ... :I:' .... ..... ..... ..... .. .... ..... ... ..... ..... I'. ... ... !............ .... ..... ... ..... ... i _.. 01 nO2 I' ... .... .. r ..... 5'. 44 �, ..... ..... ..... ..... ..... ...... - ! �. .... ..... ..... ..... ..... ..... ... ..... .... ..... 1 cn ..', .. ... j o ..... ..., .�... .. — -- — — ;. ..... ....... ....... ..... ....... ....... .... .... - ...... ...... .. :.: E. 1T�lT l R'..... ':.. ....'. '...:. :. .. ': ': :.... f. , .... /I H-4 ... ..... R .. .. .............. ....... ... ... ...... .6 ER. fi -_.._. -. _ GIRDE TRUS .. .. .... .. 1 _. SLOPE SLOP _ .- .......... . ........... .. ...... I ..... . ... . ......... ....... . ...... ........ ... . �............... . -, i ...... ..... _1� ... ......... ......... ... ....... ....... - ... ............................. ­� ............ v r 'v :'. 1 z ............... '...... I _ .. i GAE3LE1':::::............................... ......... :{2 :..:.:.:...:.::.:.:.::':': :_I':':' 01 02 _ TO FACE OF STUD i,-4„ PERMANENT TRU55 i ....'. .. . ; ...... . .. .. . � i X RAGING I/4"=i'-0" PERMANENT TRU55 l--_ ----- _--- H4 M 4 2 i IN AV X -BRACING 1 11G7.1 GABLE 3 GlJ Gl.l ❑ KEY NOTES. NOTES KEYED ARE TYPICAL. ALL OTHER NOTES ARE GENERAL. 01. TRU55 SHOP DRAWINGS. PROVIDE SHOP PRAV4INOS SHOWING LAYOUT, PROFILES AND (ONNE(TIONS AND LOAD DIAGRAMS FOR ROOF TRU55E5 SIGNED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE STRUCTURAL ENGINEERING IN THE STATE OF GEORGIA. 02. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X WOOD TRUSSES FOR LOADS, 5PAN5 AND CONDITIONS SHOWN. SPADE TRUSSES AT 2-0" Q.G. MAXIMUM AND AS REQUIRED BY TRU55 MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING AND BRA( ING REQUIRED TO FRAME ENTIRE ROOF A55EMB1_Y. PROVIDE ALL NEGE55ARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF EACH TRU55 WITH GALVANIZED TRU55 ANCHOR AS SPECIFIED AND DETAILED. 03. ROOF SHEATHING. PROVIDE 1/2" O.S.B., SPAN RATED, CODE CERTIFIED. APA RATED. 04, NAILING 5GHEDULE. EXCEPT A5 NOTED OTHERWISE, ALL WOOD FRAMING COMPONENTS SHALL BE FASTENED AS SPECIFIED IN THE UNIFORM BUILDING CODE, SECTION 2510 AS PER TABLE 25-0 FASTENING 5GHEDULE. WHERE 5GHEDULE DIFFERS FROM SPECIFIC DETAILS NOTED HERE, INSTALL IN AG(,ORDANCE TO THE GREATEST REQUIREMENT. 05. STUD WALLS. EXT. 4 INT. BEARING WALLS SHALL BE #2 S.P.F. MIN. W/2 X 4 WD. STUDS @ 16" O.G. PROVIDE LARGER 5TUD5 A5 NOTED ON PLANS. PROVIDE SGL. BOT. PLATE 4 DOUBLE TOP PLATE @ BEARING WALL5. @ NN -R L PROVIDE IN T$T O B G. INTNALL5, PR0 E 5 CLE. BO . 0P PLATE WITH STUDS @ 24" O.G. 06. BEAM /GIRDER SUPPORTS. PROVIDE MULTIPLE STUD AND/OR JACK SUPPORTS FROM BEARING POINT TO WOOD STRUCTURE UNDER ALL WOOD HEADERS, BEAMS, GIRDERS. :015 D,. 6"x6" D.F. WOOD COLUMN 05. ALL STUD WALL SILL PLATES AND OTHER MEMBERS IN GONTAGT W1TH GONGRETE SHALL BE PRESSURE TREATED. 01. TRUSS LAYOUTS. ALL TRUSS LAYOUTS ARE SGHEMATIG AND SHOWN TO INDICATE DESIGN INTENT. THE TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TRUSSES AND COMPONENTS NEGE55ARY TO FULFILL THE 0(91 DESIGN INTENT WHETHER SHOWN IN THESE DRAWINGS OR NOT. 10. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF PAINTED GALVANIZED STEEL OR ALUMINUM 0005ENE(K VENT WITH INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC AREA. 11, OVER -FRAMING. PROVIDE 2x TRUSSES OVER -FRAMING IN LOCATIONS INDICATED BY DOTTED LINES. I INDI( AT HANDFRAME 2 x 4 RI KET A5 REQUIRED 2. D G ES G G FOR WATER DRAINAGE. 0 p U- 0 W Q U- G -I: 6X6 P.T. NO.2 SY.P. POST W/ A566 BASE CONNECTOR OR PA51 (AST -IN STRAP CONNECTOR. COLUMN GAP SHALL BE EG(66 INSTALLED AS PER MANUFACTURER'S SPEG'S. ` LE6EN0 ["I""""""", " ` J VAULTED CEILING WEEMNA INTERIOR BEARING WALL - - — HEADER OR BEAM — — DRAFTSTOPPING I LAYER 1/2" G.W.B. I HOUR SEPARATION TO UNDERSIDE OF LAUNDRY ROOM CEILING. I LAYER OF 5/8" TYPE "X" ON EA. SIDE OF WALL. 2 LA`(ER5 FOR LAUNDRY CEILING. PERMANENT TRU55 BRACING ■B 0 o W Mo w 0 u V M n 0 Z N � a I — 0 0 Z a 0 a0 Q 0 CD o 0 C/) cn W w o m Q C fy_o" Q cy n/ F_ WO— ❑ (7; 0 ❑ Z w 0 cy 06 � � W a (Y L' rte- :D= E E a W D' ^ ) = Z U z a CL CL e, Q0 Z O C) 0 w 0 LLJ a 0 w x JOB NO. 5qS DRAWN BY P65 CHECKED BY GB APPROVED BY JBB DATE 5/15/00 SHEET NO. C4.1 105-10" OVERALL 101-111/5" 10'-11 18" Sn 10' -II I/8" 5 -113/4" BOXED BEAM I _ 2 r` G8.1 o ' ❑ KEY NOTES: NOTES INDICATED ARE TYPIGAL. C� NOTES NOT 5HOWN ARE GENERAL. 01. 2X6 ® 16" O.G. STUD WALL. Li 02. 2X8 16" O.G. BALLOON FRAMED WALL. D I PORCH "o �'-O" 4" q'-0° 41'-10" I� 4" I N 41-10 „ 03. KINGI ON ALAP L WALLET RQ REGE VING ID -0 f 10'-2" 8 SLOG A I55' -Q° p 10 -� GRAB BARS, (REFER TO INTERIOR10 n 41-411 21-511 n 8'-ia" n — O a 15 -q 4.6 10 -2 H05E BIB ELEVATIONS FOR GRAB BAR � y LOGATIONS). w ° BELOW c 04. VAULTED GEILING5. DOTTED LINES o o BOXED BEAMINDICATE VAULTED GEILINGS. PORCH 5 4'-l0° � � o � ® Q fi r- c � i2 -8Ad -it_2 b' -I" 51 -011 6 -I '- 05. ATTIC AGGE55. AGGE55 PANEL Q WOM \ THROUGH 30"x48" LAV.. CLEAR SPADE TRUSSES OR USE ALTERNATE TOL above WALL VENT METHOD TO ACGOMMODATE A.H.U. REFER ` FLOOR SPACE (TYP.) RACQUETBALL 00 Bove 01 I IFIGATlONS FOR M TO FACTORY SPED 6 COURT E O Z.2 cl �� a 2 Q Q .�: � � 02 � � o DIMENSIONS. v 'ILE Ob 30"X4 GAR 06. CABINETS. ALL GABINET5 SHALL B 56x48TOILET GLE LAU4 • MANEU ERI AREA. -EDGEDPLASTIC, LAMINATE TOP5, FLOOR 5PAGE (TYP) SELF II -5 ELEGTRIG COLOR AS SELECTED BY THE OWNER N _ -t \, i above SEE SHEET G4.2 FIREPLAGE AS 1, AND INTERIOR DESIGNER. ME \� ,ti I 5ELECTED BY I I I 5 0 ° +3 " A. F. `,, . ,, r 3 T T\ \�,\ I� 4 Q DETAIL I FOR OWNER. +34" A.F.F. ` \ FIGATIONS o 01. ATTIC A.N.U. ABOVE. (SEE FRAMING)CL a 52 \ ,,. � ►- SPEC - ISP o l2'-0 1 2'-0" 12 -Il 3/4 B C5.2 A � xxxxxPLASTIC, LAMIN. SER ICE LINE VAULTED CEILING 42" (H) LOW WALL W/ I o R 05B X — — — — — — LAMINATE COUNTER TDP _-A REF. U N 1 E SHELF WH — — cv LA I I� x Z00 0 L-= o -- =r O m -- — I a 36" HIGH WALL FOR POOL PAIR OF 2 0" C)lWASHER BOXES SERVIGE EQUIPMET -7 IN D00 S ZONE INTERIOR VAULT w 00 }oROOM r' 10-6 I/2S ry METAL LOLIVER- SH RT LINE C/FLAT CEILING 04 — ® ui� °SUMP PUMP - w°PT.ED Lu DOOR AS PER FOR OVERFLOW > t II W O O = POOL MANUF. UN I T5El MAINTENANCE REGEIVING n'-34° I L 5ET Zw// o � � , � cv LINE 21'-414" .� i o -1011 '- I6'-61/2" - // � � I � � 01 cv " CONTRACT SHAL VERIFY ALL FRAMED ` Q z X 3 I/ _ ® CLUBROOM �' - ~ N DIMENSIONS BEFOR INSTALLATION OF FIN SH � — — — ____ 3�-0" E PANELS TO�5SURE COURT REGULATON 51 E 8„ 641 11 4'-4 3/811 451b"o a 6 6 ° '-4 b I O ARGHED OPENING TO w = — MATCH ENTRY DOOR �� V N LENGTH 40" 'FROM FACE OF FRONT - O 6% a STUD TO RE WALL STUDS ARCH OPENING. IN BEAMLLJ El WALL 5 w ABOVE FOR TRU55 N 06 _ — TV ,,, , � ,t � 0{ — ____ SUPPORT = t �, HALL ; :,�s� -I 3/4" F M FACE OF SIDE WAL Q _ — — — — —_ z o WIDTH 20 — v 30"X46" CLEAR II ,�, ,� \ - ° 5TUD5 TO F GF OF IDE WALL STUDS o i-i.G. Q MANEUVERING AREA. O D� Q a- A MEN'S T01 ET T MEN' _�_�- r Q , I HEIGHT FRC REGE FLOOR 0 — F- 0 2TRU55 20'-2 5/8" R E55ED Ort ! 14141 TO1 ET n m G52 B FLOOR 2 5/ w ' n5 n5 CV +34" A.F.F. ��ir �,, �`; 02 - = ! Cli�, v 05 BREAK Q ►- ®� Lu ROOM I > ACCOUNT I NG Lu v 05 3 I!I IN 0 0 O A P T TI v I 01 III 10 x DAY LOUNGE b'-3 1/2" r-LDOR PLAN DLG. 10`-0" I I LOBBY ! TILE GARPE II �'_2 _ 41111 I I 13.4 I I 22 -5 411_3 EQ. EQ. � o - i I TERIOR RIDGE VAULT — — — — — — ! 01 - RECEPTION I0'-0" I I above, OI ' I O F ITNE55 04 _ 0-411II.101.111 1-2 T L MANAGER , X5P ®� ENTRY — -- — — I oGO ' m I 01 l`JQ I I I m (5E SEC TT.) 2 A B above A .i B atovc � G 3'_611 51.011 21-6" 3'-b" 31_6,1 21.61. [ 5,_31, 5t�11 5'_311 4'_TI, 41-4.11 1 011 21.6" II' -10 II' -10 i/2" 1 21—b" 12'-0" IOr3" 10'-3n 351-111 G7.1 co` AREA TABULATION UNDERSIDE OF LAUNDRY CLUBHOUSE LAYER OF Z HVA(, S.F. 6263 S.F. o „ ENTRY 120 S.F. — — — EDGE OF VAULTED ------- PORCH q72 S.F. ez C) W TOTAL 7355 S.F. W WALL LEGEND I HR. SEPARATION TO UNDERSIDE OF LAUNDRY RM. CEILING. I LAYER OF 5/8" TYPE "X" ON EA, SIDE OF WALL. 2 LAYERS FOR LAUNDRY GEILING. — — — EDGE OF VAULTED CEILING CLUBHOUSE: CONSTRUCTION TYPE : V PROTECTED UNSPRINKELERED DRAWN BY P35 CHECKED BY GB APPROVED BY ABB DATE 5/15/00 SHEET NO. C5.1 11�`II I�DO Y r (SEE 11 SHT. 8 6) REMARKS ytZE � c�- }.IGT. _-• }.yALF GIRU.E pESGRlPT10N TYPE b'-0 6'-0 86 3 il' '(EMPEREO p0U61 E 6LZ• 2 6'-0' 3,-0 a 6 3 a -0" FIXED ANGLE NOT I�GtU1RED pOUBLE 6LZ. 3 q-0" b''O" a b 3 14'-0' TEMPERED �-�— DOUBLE Dp1�1 E 6LZ. 5 3'-O" b-0" 8 6 3 b -O" INTERIOR FIXED TEMPERED 1 WG ppUB1-E 6L2• 5 4'-0"}NTERVOR FIXED U-ZF1XED 5'-0' _ TEMPERED ! W DOU6l-E' Ip 3-0" INtERtOR FIXED TEM�RED / N SINGLE 6L2 10 5 -0' - iPiT'E 51V6t.E 6LZ. 13 3'-0^ 2 - 6 -a" 51Nf� E 6LZ. SINE,I..E 6L2. 11 5'-0" 5'-0" b b 3 b -0' p11N6 `__- REV � TEMPERED 6L 5TRl1GT- 6LZ. 5 5'-0' 6 a b 3 , 4. INTERIOR FIXED TEMPERED 1 K DOUBLE 6LZ. IZ 3,-0" 3 -0" 61 4. L DOUgt E 6LZ. 10 3.0' a b 3 a M N eslmLE 6LZ. 1'-0' b 13 3,-0. 8 TRANSOM DOUBLE 611.5'-0" a 6 3 b'-0� 0 DOUBLE 6LZ• 15 6 1,4 Gp191EGT10K E 6LZ, 4NAVE 0 D0 TEMPERED PANELS. t ADiL1 m ILL `' 6TlJRERS. FL TURAL O1 ZING }Np`tE DE so• FLUSH STZ OfTBALL COURT. GOORD A IV�DE BOOR SG��pUL REMARKS �Rp,TED F�-----�— __._____--- IG HARDWARE 114' U-R__'TW=�f— } y UNRP`tED FRAME Wl PAN 114" GLR. TEMP. �I.ASS 114' U R. TEMI°. 6LAS5 _— -- `- 114' U.R. tEMP. E,1 A55 CRATED FRAME b PANEL IV�L b PANEL J 5 INTERIOR G 3° 0 6-a MTL D3 _- b ExfERiOR 213'-0 6'-a X314 MTL 6 1314 ONE 51DE FIXED. EXTERIOR 3 -0 b' a WD R D3 F3 A3 6 PANEL W SELF C,L05E �IL� INTERIOR 6'-8 a E 3'-O y®16L 51LL q INTERIOR 2j5-0 6'-a 1314 F5 F5 0tc 51DE F1XED- SILL 11yTERtOR B b,.a { 314 M-- F3 WD 51LL --f— 10 G 3'-0 b®l6t D3 11 INTERVOR b' -a 13/4 g 213°.0 12 EXTERIOR ,OWERA1 NOTES 5 SHA�•1 KETT #LL 51i -L tEMPERED OALL EMV D00R E 6U1DEL1►E5 FOR � � INC USER STUGGO VREgHOU�• 41EW -- /� GOVTINJE ALL6ALV. FLASH PANEL U,p11� e�µALL BE Dd1�-E 6LP�ZED• ❑ � INSIDE �..►.�-�"'�' � ALL 0901 ��ETBAI-L GUJRT 00 F E O D 0 o 0 O 10 24. 36' 30" 13 12 / N, i WE1 BAR/ BREAK AREA 51NK I GGUN_ I. GUUNTE96 MALL BE pJILT 034" ABOVE FIN15H FLOOR. 2T• M1N. X 30" �� 2. KNEE U OR SINK. X IQ' MAX OP. 3.51VK BEPTH: 6112'' MAX 4. CLEAR FLOOR SPP' %,)141' VA1E0 5. EW05EV PIPES NEE 5 EC, A6 0 AWA5 TO OR OTNERWII TNR pROT OR pgRAS! 6• FAUCETS SHALL `Y OfGTRATEO' 4.2.1' OF � FPGBO• LEVE �LO��NIGALLY -EDO� p`gI.E DE5i6N5• .36. GRAB BAR 42' GRAB BPg OV 51DE KALL (12' FROM CARVER) I.P.H. �405E TILE m m 6 6 GERAMIG TILE BASE 2B5 9001 Ell no 0 Zol YAE-T 5�R 1 6 b 4. MiN fitted In erca Equlpr"u't 'Pen" SPOUT HE16HT AND KNEE GLEARAPIC.E WATER G00�-�R GERAMIG TILE BASE V M FREE-STA06 Foxp'IN OR C'%uR 8' MIN. toe cled�e knee cl�ancc IT" MIN. dept+ LAVATORY CLEARANCES 36« MIN. ._- ao%TS Vr r-.4--551 1 , — CLEAR FLOOR SPADE AT LAVATORIES LAV ATORY oF 42' MIN. T6opRAB BAR 12' MAX• TOILET R PAPER 'v r'I- GRAB BARS At WATER CLOSETS WATER GL05ET s BLOCKING D,ETNL5 NTS. V-, 4 y SHT. a5 DETAILS -E RATING DOOR VMATL. HD 0 SIZE H T MATL. D3 F3 A3 yu _ IPTtON W TYPE {2}3'-0 6-0 1314 y}D16L D3 F3 � V+D IARK I EXTERIOR A 3 -0 6'-a 1314 W16L EXTERIOR Dt D 3'-0 61'a 314 WD16L F5 ►� 3 INTERIOR g (213'-0 6.$ I3/4 314 K- F5 F5 � 4 INTERIOR G 3,-0 b' 8 } 1314 KLD3 F3 WD F3 A3 REMARKS �Rp,TED F�-----�— __._____--- IG HARDWARE 114' U-R__'TW=�f— } y UNRP`tED FRAME Wl PAN 114" GLR. TEMP. �I.ASS 114' U R. TEMI°. 6LAS5 _— -- `- 114' U.R. tEMP. E,1 A55 CRATED FRAME b PANEL IV�L b PANEL J 5 INTERIOR G 3° 0 6-a MTL D3 _- b ExfERiOR 213'-0 6'-a X314 MTL 6 1314 ONE 51DE FIXED. EXTERIOR 3 -0 b' a WD R D3 F3 A3 6 PANEL W SELF C,L05E �IL� INTERIOR 6'-8 a E 3'-O y®16L 51LL q INTERIOR 2j5-0 6'-a 1314 F5 F5 0tc 51DE F1XED- SILL 11yTERtOR B b,.a { 314 M-- F3 WD 51LL --f— 10 G 3'-0 b®l6t D3 11 INTERVOR b' -a 13/4 g 213°.0 12 EXTERIOR ,OWERA1 NOTES 5 SHA�•1 KETT #LL 51i -L tEMPERED OALL EMV D00R E 6U1DEL1►E5 FOR � � INC USER STUGGO VREgHOU�• 41EW -- /� GOVTINJE ALL6ALV. FLASH PANEL U,p11� e�µALL BE Dd1�-E 6LP�ZED• ❑ � INSIDE �..►.�-�"'�' � ALL 0901 ��ETBAI-L GUJRT 00 F E O D 0 o 0 O 10 24. 36' 30" 13 12 / N, i WE1 BAR/ BREAK AREA 51NK I GGUN_ I. GUUNTE96 MALL BE pJILT 034" ABOVE FIN15H FLOOR. 2T• M1N. X 30" �� 2. KNEE U OR SINK. X IQ' MAX OP. 3.51VK BEPTH: 6112'' MAX 4. CLEAR FLOOR SPP' %,)141' VA1E0 5. EW05EV PIPES NEE 5 EC, A6 0 AWA5 TO OR OTNERWII TNR pROT OR pgRAS! 6• FAUCETS SHALL `Y OfGTRATEO' 4.2.1' OF � FPGBO• LEVE �LO��NIGALLY -EDO� p`gI.E DE5i6N5• .36. GRAB BAR 42' GRAB BPg OV 51DE KALL (12' FROM CARVER) I.P.H. �405E TILE m m 6 6 GERAMIG TILE BASE 2B5 9001 Ell no 0 Zol YAE-T 5�R 1 6 b 4. MiN fitted In erca Equlpr"u't 'Pen" SPOUT HE16HT AND KNEE GLEARAPIC.E WATER G00�-�R GERAMIG TILE BASE V M FREE-STA06 Foxp'IN OR C'%uR 8' MIN. toe cled�e knee cl�ancc IT" MIN. dept+ LAVATORY CLEARANCES 36« MIN. ._- ao%TS Vr r-.4--551 1 , — CLEAR FLOOR SPADE AT LAVATORIES LAV ATORY oF 42' MIN. T6opRAB BAR 12' MAX• TOILET R PAPER 'v r'I- GRAB BARS At WATER CLOSETS WATER GL05ET s BLOCKING D,ETNL5 NTS. REAR ELEVATION 1/4"= I`-0' FRONT ELEVATION --- - - - 1/4"=1'-0' ❑ KEY NOTES: 01. ROOF ASSEMBLY, PRE-ENGINEERED ROOF TRUSSES WITH 7/16" APA RATED 0.5.5, SHEATHING WITH H-GLIP5. ROOF WITH GLA55 "A" SHINGLE M015TURE RE515TANT 220# ROOFING W/ SELF SEALING TA65 ON ONE LAYER OF 15 LB. FELT. STYLE AND COLOR AS 5ELEGTED BY ARGHITEGT. 02. 2x8 FA5CIA W/ ALUMINUM DRIP EDGE EAVE OVERHAND WITH PERFORATED VINYL SOFFIT. 05) 3/8" 5T00(,0 FINISH. 04) WINDOWS. ALUMINUM 51NOLE HUNG AND FIXED CLEAR DOUBLE GLAZED WINDOWS IN STYLE AS 5HOHN; COLOR A5 5ELE( 7ED BY ARGHITEGT. 05) OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF, PAINTED GALVANIZED STEEL OR ALUMINUM 0005ENE( K VENT WITH INSECT 5GREEN. 06) WINDOW AND DOOR TRIM. MANUFA6TURER'5 STANDARD 2 1/2" HIDE PERIMETER TRIM INSTALL PER MANUFACTURER'S REGOMMENDATION5. SEE DETAILS. DOLOR TO BE 5ELE6TED BY ARGHITEGT. 101-0 TRU55 BRG. OI -011 FIN. FLR. �101-01, TRU55 BRO. 01-011 - — Y FIN. FLR. un 6 1) C) 0 w 9� w C w 0 V V V Z M M � N 1 O Z M Q a `� V) W 0 a (� i W � o m O O ❑ ck-LLJ CL' W z N o Z 0 fz- W Cid W ^D C CL l N U d n/ LL F- W O ~ c 4 U a W W H ❑' = U z a z z . <o Q Q Z O 1- 0- U V) W Q W F— Q W X lL JOB NO. 518 DRAWN BY PB5 CHECKED BY G8 APPROVED BY JBB DATE 5/15/00 SHEET NO. C6.1 1 1)