Loading...
HomeMy Public PortalAbout02-6 Large Plant SETBACK LINE - -. -.. FP ----- ------ ,--------------------------------------------------------------- i i I r 1 NEW COVERED WALKWAY i 1 BELL TOM i I ' r - _ 1 I I 1 ' f i I i 1 1 0 " i EXISTING i i PAVILION - I i 1 I I 1 �SltaOl� I I I ' 1 1 EXISTING i r o UPPER SCHOOL 1 LIBRARY 1 i f i Ip i i V I I ' 0 I f I I I i I I i O - i `j 1 Xi#BCB. I ;Q. FT I ! 1 . I 1 i O O 1 1 y I 1 J i NEW CARRMOR I II Q 0 I 1 I Di 0 do go ------------ - -- - -- —,. II � *go �f O 0 FIRST FLOOR LAYOUT CONCEPT ADEN. EXIST. BUILDING ji ®g"6�i*i DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 ( 561) 278 -1388 NOTE: All drawings for this project ore to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. EAST ELEVATION u1 J 4l �e t.5. lily C. M 142 - S NORTH ELEVATION 4' P {' SOUTH ELEVATION WEST ELEVATION 1 DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 GULF STREAM SCHOOL GULFSTREAM, FL o J PROPOSED ELEVATIONS b 2290 ],02, "11111Z NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. O us a� s, 1 8 2 9 3 10 4 11 5 12 6 13 7 14 1 8 2 9 3 10 4 11 5 12 6 13 7 14 U ALO /TP b 01/08102 MM v a� 1/6 " ■T -0" A_74. 1 opTiYff?f'+T, SECOND FLOOR LAYOUT SETBACK UM %.=l, -0" ADMIN. EXISTING BUILDING DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 GULF STREAM SCHOOL GULFSTREAM, FL 00 e NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. 0 a� CC22:1 8 2 9 3 10 4 11 5 12 6 13 7 14 190 - n ALO b CEC,/-10/01 a � 'ti MM v va° • r -o� 0 0 SK -3 41 CC22:1 8 2 9 3 10 4 11 5 12 6 13 7 14 190 - n ALO b CEC,/-10/01 a � 'ti MM v va° • r -o� 0 0 SK -3 41 ALO b CEC,/-10/01 a � 'ti MM v va° • r -o� 0 0 SK -3 41 i@@ i!! i @I,.===--- •lili!!!1!!!ilsl! @ @i! -- - -- !!!ii! {!!iilPiliii @iii - __- - -- -' @i!@ iii!@! @! @!!! @ @!il=— _— -Ilililiiliiiii @!!!ii! --- == lEilillifliliii!!lii, I i _ -- - iili:!!i @! ®� 'Mimi a E EXISTING PAVILION 0 _ F I 1 I 0 W' Cot N EXISTING CLASSROOMS on X 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 SECOND FLOOR LAYOUT A0= I, -0a JOHNSTON HALL 0 Z 0 'r 1 1 ! i ! ! 1 1 ! 1 i ! ! 1 I ! ! 1 1 DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 GULF STREAM i SCHOOL 71ali ! i 1 i t SECOND FLOOR LAYOUT 2290 NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec - ificotions. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. C/14/02 a10 b MM v 1�8" ■ 1' -O" A2.2 116.40' �s :c ©NCRETE o LIN ONE STORY ESS°R G.B.S. BUILDING d WZ I t 6y i i O mono doom mom moo ONO .... EXIST. r moo GOP _ aw —M� ltro.74 'p8'38" S N _ _ J_ SiRE 43. �-- 9 3 GU 1 SITE LAYOUT (:�ojll Ali �1 �i 9 9�f WIN I, I' I I t" I I I I TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA 239,995 sq.ft. 00 EFFECTIVE LOT AREA 239,995 sq.ft. ONE STORY ESS°R G.B.S. BUILDING d WZ I t 6y i i O mono doom mom moo ONO .... EXIST. r moo GOP _ aw —M� ltro.74 'p8'38" S N _ _ J_ SiRE 43. �-- 9 3 GU 1 SITE LAYOUT (:�ojll Ali �1 �i 9 9�f WIN I, I' I I t" I I I I TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA 239,995 sq.ft. EFFECTIVE LOT AREA 239,995 sq.ft. F.A.R. CALCULATIONS EXIST. DEMO. NEW NET 138,580 1st. FLOOR AREA 37,043 sq.ft. 2,405 sq.ft. 3,942 sq.ft. sq.ft. CEILINGS OF 15' (x2) NA NA NA NA 2nd. FLOOR AREA NA NA 4,927 sq.ft. 4,927 sq.ft. 1st. FLOOR COVERED 14,694 sq.ft. 321 sq.ft. 1,465 sq.ft. 15.838 sq.ft. 2nd. FLOOR COVERED NA NA 815 sq.ft. 815 sq.ft. AWNINGS >3' & SCREEN ENCL. 0 50% NA NA NA NA GARAGE NA NA NA NA GROSS FLOOR AREA 51,737 sq.ft. 2,726 sq.ft. 11,149 sq.ft. 60,160 sq.ft. OUT BUILDINGS NA NA NA NA TOTAL FLOOR AREA PROPOSED 60,160 sq.ft. F.A.R. .240 TOTAL HARDSCAPE AREA 60,893 sq.ft. (58 %) REQUIRED LANDSCAPE(40% OF LOT) 95,998 sq.ft. ACTUAL LANDSCAPE 139,378 sq.ft. NOTE: 1st. FLOOR AREA = 2,681 sq.ft. 2nd. FLOOR AREA = 5,742 sq.ft. TOTAL = 8,423 sq.ft. =TOTAL FLOOR AREA ADDED IN ACCORDANCE WITH DEVELOPMENT AGREEMENT .met_ #� J ■ DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 GULF 'REAM KHOOL O U4F�TABAM,< 2290 - goo] NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. a� ALO �z 8/27/01 b MM v a� 0 Alal b "�3H U) d F a i co 4 1.4 x V P, U z PA oa co �? w y,'t ao �cn MM �1 z� UW d�W �l .� v A F+•i Fi -it. °� •-� Q A W c == O E0 T N -0:2 o V v Uo tn v o V ° v U. Lid r� E LIB` = rw � CD w 0 qo ao J cc �ui.L�B�p IL W f D o� I 347.01' 1t i e CO •ou qoL O . i -4 1-4 CQ 1-1 M -4 v- a - >; c>,o c C\l m -t 3a v .21 z q o a >,Wt vu .X�Cc c, a -ov u o 3 er to L- c == O E0 T N -0:2 o V v Uo tn v o V ° v cctoE oVE VV�. > "COW °vyv O ° `°5 °�..o`w9 0 ° ct ,a rnv„E�' s§ an�b #c�va `vu ° � CM N °° EQ c [ O c� O C O V Y L y L° L `0 O c0 �? u Qj W f D o� I 347.01' 1t i e CO m O . i -4 1-4 CQ 1-1 M -4 v- �-/ C\l m -t 0 to L- � N c co O c0 Qj Lo Z Z Z Z n Z d� 000 t(a coo �j C,4 N to & a! CA A zC n Q��QQ z �r .- ao z z .- Q z w � � o CO N Go v Nz Z M z Z Z N Z N to N U) a) N Lo tf) • 00 P4 a o sn O � Q b Oi M �1 M N M N W � M Q Z Q Z .d" .- Q Z Q Z Q Z-0 .- Q Z N W IA 0) M .- Wt Q to � a _ J 0 0 �--•� W U W a � FMS �../ LLB 0 Z Q — W v W W a F 4 W a Z tl' w a. v a Q w n O J W in c' o cn Q N CK v Z vvi Q� Q n v 3 0 a g z O (�� J O z Z O F C3 O N O W W J c/i V (i z LL. tL Z U' it0 N m -J ��aP J a( o0U LL' LL.- Q =v•�;'dZ W e a� c 3 Q Ix 0 'a O W C) ci W � U N .- N Q 0 C9 O Li F- Q W f D o� I 347.01' 1t i e CO m O . i -4 1-4 CQ 1-1 M -4 eN 14 �-/ C\l m -t 0 to L- iE Of 0 z s a 0 a F_ • z EJ F 0 Z 8 C4 o� N °q�q Vaa Z �ZU �w T� W v 1 O W C CL v A � A W W z Z O P4 F U z to 0 0 U a O ?e a al8p O 1� O � t7 � rs O E� �WN N N 0 � 0 iD O N N "-- o "- � 0M0 c� i 0 w r- O z w w N 24" MIN, 32" MAX 24" MIN. 32" MAX. L 24" MIN, 32" MAX, ='02-6 P.T. 2x8 SHIMS TYP, OUTRIGGER TYP. P.T. 2x8 SHIMS /- 4 "x8 "x16" CAP BLOCK OUTRIGGER END �- EXTERIOR SIDEWALL HEADER 4 "x8 "x16" CAP BLOCK TYP, HURRICANE TYP. HURRICANE 8 "x8 "x16" CMU'S 8 "x8 "06" CMU'S STRAP STRAP 18" MIN, HEIGHT 45' 34" MAX. HEIGHT CHASSIS TIE -DOWN STRAP TO BOTTOM OF d TYP. GROUND 16„ TYP, GROUND ANCHOR ANCHOR FLOOR JOIST 4 "x16 "x16" PAD TYP, GROUND 16" ANCHOR 4 "x8 "x16" PADS 32" STAGGERED AS SHOWN �6'7 1 SECTION A- A SECTION C- C SECTION D- D MAY OMIT WHEN INSTALLED OVER CONCRETE OR ASPHALT. F TIE DOWN SIDEWALL (TYP.)u=.SJS= SECTION B- B � ISOLATED PIER TIE -DOWN AT MATELINE r 1 ENDWALL PIER TIE -DOWN AT MATELINE VCFi DI 60' -0" F. T, F. T, F. T. F.T. F.T. F. T. F. T. L J L - I w a a! 4 45'-4 w V' I I i I — t_l�L I I I - J L LJ 1 l — — r l — —I l I L1sl� II II h�►11 .I w a 0 w w 7' -6" TYP. /) 8' -0" MAX. 1 F. T. F. T. F. T, I 6' -8' TYP. L. A L. , A L �_A 14' -8" ILA I r 1 C K FDI A FD FOUNDATION NOTES: 1. TIE -DOWN STRAPS TO BE 1 -1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATION QQS -781 -H TYPE -1 FINISH -B GRADE -1. TIE -DOWN STRAPS AND CONNECTING HARDWARE TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY. LISTED ANCHORS TO HAVE 3,150# MINIMUM WORKING LOAD CAPACITY. 2. SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING. 3. ALL PIERS SHALL BE 8" X 8" X 16" MASONRY BLOCKS ON 4" X 16" X 16" CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN, 4. MINIMUM SOIL BEARING CAPACITY IS 2000 PSF. TO BE VERIFIED BY BUILDING'S OWNER, P.T. 2x8 SHIMS 4 "x8 "x16" CAP BLOCK 8 "x8 "x16" CMU'S 4 "x16 "x16" PAD CRIMP STRAP WITH A LISTED STRAP CRIMP OR J -HOOK WRAPED AROUND I -BEAM FRAME TIE -DOWN STRAP MAY BE INSTALLED ABOVE OR BELOW 1 -BEAM 16" ABS PAD OPTIONAL IN LIEU OF 406 CONCRETE PAD SECTION A — A MODEL # SPA 264 -1 OR 4148-5 DEPARTMENT OF HIGHWAY SAFETY AND MOTOR VEHICLES CHAPTER 15C- 1,0103 MAX PIER LOADS IN POUNDS BASED ON S010 VALUES 1,000 LB SOIL 1,780 1500 LB SOIL 2,670 2,000 LB SOIL 3,560 2,500 LB SOIL 4,450 3,000 LB SOIL 5,340 REMARKS MAX 5,30 NOTE: STRAP SPACING MAY VARY DUE TO SITE CONDITIONS FRAME TIES ONLY, NO OVER ROOF - STRAPS REQUIRED. SEE DETAIL F -FD 1 FIRST STRAP FROM END WALLS NOT TO EXCEED 3'- 4" 5. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY TO INSURE THAT ALL GRASS, LOOSE DEBRIS, ETC. ARE REMOVED FROM UNDER THE BUILDING,(FOOTING) AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED, 6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS, AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF P.T. LUMBER OR CEDAR. AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE BEARING PRIOR TO ADDING THE SHIMS. 7. NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK, NOTE - OVERALL WIDTH DIMENSION IS NOMINAL AND IS BASED ON UNIT WIDTH x NUMBER OF UNITS, ACTUAL OVERALL WIDTH MAY INCREASE DUE TO SITE CONDITIONS, MATERIAL TOLERANCES, FAILURE TO REMOVE CLOSE -UP MATERIAL, AND / OR OTHER FACTORS THAT ARE BEYOND THE CONTROL OF BUILDING MANUFACTURER FIELD CONDITIONS WITH DRY STACK PIERS GREATER THAN 34" SHALL REQUIRE FOUNDATIONS TO BE ENGINEERED BEYOND THIS APPROVAL. MAXIMUM WIND SPEED 130 MPH. ASCE -7 -98 ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB. CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH THEIR FLA. LISTING AND CHAPTER 16 OF THE 1997 SBCCI, 4 "x16 "x16" PAD - OR - (2) -4 "x8 "x16" PADS A "YR "Y1R" rAP RI OrW 8 "x8 "x16" CONCRETE MASONRY UNITS PERIMETER PIER IN CORNERS AND AL NOTE: PAD MAY BE EITHER 4 "x16 "x16" PAD OR (2) -4 "x8 "x16" PADS AS SHOWN SEE SECTION A -A BELOW FOR OPTIONAL ABS PADS 8 "x8 "x16" CONCRETE MASONRY I 4 "x8 "x16" CAP BLOCK STAGGER 4 "x8 "x16" W ISOLATED PIERS ®MATELINE CONCRETE UNITS AS SHOWN MAY OMIT WHEN INSTALLED OVER CONCRETE OR ASPHALT, C HEAVY LOAD PIER AT MATE LINE FDI NOTE: CONCRETE UNITS MAY BE A COMBINATION OF 4" X 8" X 16 ", AND 4" X 16" X 16" UNITS cr O x v z = FRAME TIES w F. T. FASTENED TO w GROUND ANCHOR w F- z Q a 00 ANCHOR TO BE INSTALLED ! ACCORDANCE WITH IT,S LISTING AND TIE -DOWN ENGINEERING TEST REPORT PROPOSAL #39 THE ULTIMATE CAPACITY IS 5,100# PER ANCHOR > 4,725# OK co N_ J w O O 2 A DIVISION OF THE SCOTSMAN GROUP INC. SCOTSMAN JOHN A . B O D Z IAK 3637 4TH STREET NORTH SAINT PETERSBURG, FLORIDA 33704 ARCI�IT� CT BATCH #96903352 M.D.S. 2730 12TH STREET SOUTH �,� D ,5 u 699 SAINT PY:TERSBURG. FLORIDA 33705 LISTING AGENCY PHONE x+813- 898 -6004 DATE SCALE QUOTE SER. NO. 08/10/2002 -NTS- MDS001699 'I-, SIZE CODE TYPE USE CPMEOOv REV. I APPRO� # PAGE PER PRINT 2001FBC V! ALL MDS MDS00 99 1 OF 1 GENERAL NOTES: FLORIDA 1, HANDICAP ACCESS TO BUILDING IS DESIGNED AND FIELD BUILT BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. 2. ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED. 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED OR ACRYLIC PLASTIC SHEET, 4. FLOOR DESIGN LIVE LOAD -100 PSF CORRIDORS, LOBBY, 50 PSF ELSEWHERE 5. MAXIMUM WIND SPEED - 130 MPH 6. SEISMIC PERFORMANCE CATAGORY -A 7. OCCUPANCY IS BUISNESS 8. OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA, 9. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1.5 INCH x 30 GA. WITH (7)- 16 GA, x 7/16 INCH CROWN x 1 INCH PENETRATION STAPLES EACH END OF STRAP (OR EQUIVALENT) FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR. 10. PORTABLE FIRE EXTINGUISHER(S) PER N.F.P.A. -10 INSTALLED BY OTHERS ON SITE, AND SUBJECT TO LOCAL JURISDICTION. 11 • MINIMUM CORRIDOR WIDTH IS 44 INCHES. 12. MINIMUM CORRIDOR FINISH IS CLASS A (GYPSUM). 13. NOTE THIS EXISTING STRUCTURE IS BEING MOVED INTO OR WITHIN A COUNTY OR MUNICIPALITY, AND IS NOT REQUIRED TO BE BROUGHT INTO COMPLIANCE WITH THE STATE MINIMUM BUILDING CODE AS IT IS STRUCTURALLY SOUND AND OCCUPIABLE FOR IT'S INTENDED USE. ELECTRICAL NOTES: NEC NFPA70 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRIC CODE (N.E.C.). 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS, THEY SHALL BE SURFACE MOUNTED OR RECESSED, INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS, SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA" AS DEFINED BY N.E.C. 410 -8(a), 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) SERVED, THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER, 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110 -9 OF THE N.E.C. BY LOCAL ELECTRICAL CONSULTANT. 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL, 7, ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S) SHALL BE SITE CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS. 8. RECESSED PORTIONS OF LIGHTING FIXTURE ENCLOSURES,OTHER THAN AT THE POINTS OF SUPPORT, SHALL BE SPACED AT LEAST 112" FROM CUMBUSTIBLE MATERIALS. 9• THERMAL INSULATION SHALL NOT BE INSTALLED WITHIN 3" OF THE RECESSED FIXTURE ENCLOSURE, WIRING COMPARTMENT, OR BALLAST, AND SHALL NOT BE INSTALLED ABOVE THE FIXTURE SO AS TO TRAP HEAT AND PREVENT THE FREE CIRCULATION OF AIR. MECHANICAL NOTES: 1. ALL SUPPLY AIR REGISTERS SHALL BE 12 INCHES BY 12 INCHES ADJUSTABLE WITH 8 INCHES BY 16 INCHES (INSIDE) x 5/8 INCH OVERHEAD FIBERGLASS DUCT, UNLESS OTHERWISE SPECIFIED. DUCTS LOCATED IN VENTILATED ATTIC SHALL HAVE AN INSULATION VALUE OF R -6. DUCTS LOCATED IN UNCONDITIONED INTERIOR SPACES SHALL HAVE AN INSULATION VALUE OF R 4.2. 2. INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR FOR AIR RETURN, ANY ON -SITE ADJUSTMENTS OF DOORS AFTER SET -UP ARE NOT THE RESPONSIBILITY OF THE BUILDING MANUFACTURER. 3. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN APPROVED VENT CAP. 4. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE PROVIDING 20 CFM FOR EACH OCCUPANT, OR 50 CFM FOR EACH WATER CLOSET OR URINAL, WHICHEVER IS GREATER, 5. IN PRIVATE RESTROOMS CONTAINING ONE TOILET AND ONE LAVATORY, RESTROOM VENT FANS SHALL PROVIDE ONE CFM PER SQUARE FOOT OF FLOOR AREA. IN OTHER RESTROOMS FANS SHALL PROVIDE A MINIMUM OF TWO CFM PER SQUARE FOOT OF RESTROOM SQUARE FOOT. 6. IN ANY BATHROOM THAT DOES NOT CONTAIN BATHTUBS, AND /OR SHOWERS, MECHANICAL EXHAUST MAY BE OMITTED WHEN NATURAL VENTILATION OR AN APPROVED RECIRCULATING AIR TREATMENT SYSTEM IS PROVIDED. PLUMBING NOTES: 1. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES DRINKING FOUNTAINS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 407 SPC 2001 EDITION, AND SECTION 415 OF THE FLORIDA ACCESSIBILITY CODE 2. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT -OFF VALVES. 3. STORAGE -TYPE WATER HEATERS SHALL HAVE A SAFETY PAN WITH A 1 -INCH DRAIN TO EXTERIOR, T &P RELIEF VALVE WITH A SEPARATE DRAIN TO EXTERIOR, AND A SHUT -OFF VALVE WITHIN 3 FEET ON COLD WATER SUPPLY LINE, 4. WATER SUPPLY LINES SHALL BE POLYBUTYLENE. CPVC. OR COPPER: WHEN POLYBUTYLENE SUPPLY LINES ARE INSTALLED, THE MAXIMUM WATER HEATER TEMPERATURE IS 180 DEGREES F. THE POLYBUTYLENE PIPE INSTALLER SHALL VERIFY THAT IT'S USE WILL BE RESTRICTED TO THE PRODUCT MANUFACTURER'S CONDITITIONS AND LIMITATIONS INCLUDING CHLORINE CONCENTRATION LEVELS. 5, WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS OTHERWISE SPECIFIED, 6. DWV SYSTEM SHALL BE EITHER ABS OR PVC -DWV: 7. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE - INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION APPROVAL, 8. TOILETS SHALL BE ELONGATED TYPE WITH NON- ABSORBENT OPEN FRONT SEATS, 9. RESTROOM WALLS SHALL BE COVERED WITH NON- ABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 48" A.F.F. 10. HOT WATER SUPPLY TO A FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED ON LEFT SIDE OF FIXTURE. 11. WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON CORROSIVE PIPE OR TUBE. 12, SHOWERS(WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120 DEG, F. 13. LAVATORIES OF PUBLIC RESTROOMS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM., OR BE EQUIPPED WITH SELF - CLOSING VALVES (NON HANDI- CAPPED APPLICATIONS ONLY). MAXIMUM WATER TEMPERATURE IS 110 DEC. HANDICAPPED ACCESSIBILITY: ADA / ANSI A117.1 / FACBC 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 36 INCHES ABOVE THE FLOOR AND EDGE OF THE BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING. 3. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES. CLOSETS AND DRAWERS ARE PROVIDED, AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC, TO SUCH SPACES SHALL BE ACCESSIBLE (ie. TOUCH LATCHES, U- SHAPED PULLS); SPACES SHALL BE WITHIN 15 INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9 INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH: CLOTHES RODS SHALL BE A MAXIMUM OF 54 INCHES ABOVE THE FLOOR (48 INCHES MAXIMUM WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES) 4• CONTROLS, DISPENSERS, RECEPTACLES. AND OTHER OPERABLE EQUIPMENT SHALL BE NO HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES ABOVE THE FLOOR FOR SIDE APPROACH. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS, 5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING RESTROOMS, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER, 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (ie, LEVER - OPERATED, PUSH -TYPE, U- SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. 7. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP- RESISTANT, CHANGES IN LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS, CARPET PILE THICKNESS SHALL BE 0.5 INCH MAXIMUM, GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION, DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT, 8. ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE REQUIRED TO OPEN A DOOR SHALL NOT EXCEED 8.5 LBS. FOR EXTERIOR SWINGING DOORS AND 5 LBS, FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS. 9. ACCESSIBLE WATER CLOSETS SHALL BE 19 INCHES FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN LOCATED BEHIND WATER CLOSET AND 42 INCHES LONG MINIMUM WHEN LOCATED ALONG SIDE OF WATER CLOSET, AND SHALL BE MOUNTED AT 33 INCHES FROM THE FLOOR TO THE TOP OF THE RAIL WITH 0.5 INCH MAXIMUM VARIATION. 10. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL -HUNG WITH ELONGATED RIMS AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR. 11. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE APRON, 12, ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 19 INCHES DEEP UNDERNEATH SINK, THE SINK DEPTH SHALL BE 6.5 INCHES MAXIMUM. 13, HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS, 14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE WITH ONE HAND AND REQUIRING LESS THAN 5 LBS. OF FORCE TO ACTIVATE (ie LEVER- OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED). SEPARATE LAVATORIES FOR PHISICALLY HANDI- CAPPED PERSONS SHALL NOT BE EQUIPPED WITH SELF CLOSING VALVES. 15. WHERE MIRRORS ARE PROVIDED IN RESTROOMS, AT LEAST ONE SHALL BE PROVIDED WITH ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR, 16. WHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR. 17. GRFB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.5 INCHES IN DIAMETER WITH 1.5 INCHES OF CLEAR SPACE BETWEEN THE BAR AND THE WALL. Ib, TOILET STALL DOORS SHALL BE THE SELF - CLOSING TYPE. 19, A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES. SITE - INSTALLED ITEMS: NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. 1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. 2. RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S), 4. DRINKING WATER APPARATUS (WHEN NOT SHOWN ON PLAN), BUILDING DRAINS, CLEANOUTS, AND CONNECTION TO THE PLUMBING SYSTEM. 5. ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO THE BUILDING. 6. THE MAIN ELECTRICAL PANEL AND SUB - FEEDERS (MULTI -UNITS ONLY). 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINE(S) (MULTI -UNITS ONLY). 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES (MULTI -UNITS ONLY), 9. REQUIRED PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR BUILDING ARE TO BE LOCATED IN ADJACENT BUILDING(S), SEE ATTATCHED LETTER, 10. DRAINAGE PIPING BELOW FLOOR JOIST LEVEL 11, FIRE ALARM SYSTEM (IF APPLICABLE) 12. SPRINKLER SYSTEM (INSTALLED BY A LICENCED INSTALLER) 13, EMERGENCY LIGHTING IF REQUIRED PER LOCAL GOVERNMENT SHALL BE PROVIDED AND INSTALLED INSTAI I Fn RY CIWNF -QA FAgF -wr)i nFR INTERIOR FINISH 20011713C SEC. 409.2.9 & CHAPTER 8 ALL CORRIDORS AND CEILING FINISH ARE CLASS "A" GYPSUM WITH FLAME SPREAD 0 -25, ANDSMOKE DEVELOPED 0 -450 ALL INTERIOR WALL FINISH IS CLASS "C" PANELING WITH FLAME SPREAD 76 -200, ANDSMOKE DEVELOPED 0 -450 CARPET HAS A CRITICAL RADIENT FLUX OF 0.22 WATTS /SO. CM AS TESTED IN ACCORDANCE WITH NFiPA 253 LISTING AGENCY APPROVAL THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO IHE FOLLOWING CRITERIA: CONST. TYPE VI OCCUPANCY B ALLOWABLE # OF FLOORS 1 WIND VELOCITY 130 ASCE -7 -98 FIRE: RATING OF EXTERIOR WALLS 0 ,PLAN NO. 0139697 ALLOWABLE FLOOR LOAD 50/100 APPROVAL DATE 04/23/2002 DATE - - -- 04/23/2002 - - -- PLAN NO--------- 0139697 _ _ APPROVED BY SAM ACOSTA MODULAR BUILDING PLANS EXAMINERu�^ " FLORIDA CERTIFICATE NUMBER SMP- 0000034,, SCOTSMAN ••SHTS.��...I A DIVISION OF THE SCOTSMAN GROUP INC. JOHN A. E O D Z IAK 3637 4TH STREET NORTH D SAINT PETERSBURG, FLORIDA 33704 ARCHITECT LICENSE ##AR- 0005065 7TE 2730 12TH STRE ET SOUTH M D S 0 01211 AGENCY SAINT PETERSBURG, FLORIDA 33709 PHONE #727 -898 -5004 SCALE QUOTE SER, NO. -NTS- 0139697 SIZE CODE TYPE USE I c"ccxcc sr [REV, JAPP 0 # PAGE PER PRINT 2001 FBC VI B MDS Ot 97 1 OF 4 ®2 -4 7 2 -Ci LISTED TRUSSES AT 24" O.C. LISTED ROOF TRUSS DESIGN LOADS: LIVE LOAD 20 PSF TOP CHORD DEAD LOAD 6 PSF TOP CHORD DEAD LOAD 4 PSF BOTTOM CHORD RIM MEMBER 2x4 SPF #3 MIN. 30 GA. x 1 -1/2" STEEL STRAP FROM TRUSS TO WALL STUD 0 16" O.C. WITH 7 -16 GA. X 1" STAPLES PER STRAP END. (TYPICAL SIDEWALLS) DOUBLE STRAPPING AT EACH STUD FOR FIRST 4' IN FROM EACH CORNER. TRUSSES THAT DO NOT FALL DIRECTLY OVER WALL STUDS SHALL BE STRAPPED TO TOP PLATE AND TOP PLATE SHALL BE STRAPED TO NEAREST AJACENT WALL STUD WITH EQUIVALENT STRAPPING 2x4 SPF #2 WALL STUDS 016" O.C. WINDOW HEADER, SEE SPAN CHART FOR SPECS TYP. WINDOW, SEE SHEET #2 FOR SPECS WALL INTERIOR FINISH, SEE SHEET #1 FOR SPECS. TYP, WINDOW SILL 96" WALL HEIGHT R -11 KRAFTBACK WALL INSULATION 2 x 4 SPF #2 BOTTOM PLATE R-11 UNFACED FLOOR INSULATION / 30 GA, x 1 -1/2" STEEL STRAP FROM WALL _/ STUD TO FLOOR JOIST AT OPENING STUDS AND 16" O.C. WITH 7— 16 GA. x 1" STAPLES PER STRAP END. (TYPICAL SIDEWALLS & ENDWALLS) INSTALL DOUBLE STRAPPING AT EACH STUD FOR FIRST 4' IN FROM EACH CORNER. INSTALL (2) 3/8 "X3" LAG SCREWS FROM TOP FLANGE OF OUTRIGGER INTO FLOOR, AND /OR RIM JOIST ABOVE (TYP. EACH OUTRIGGER) OUTRIGGER AND CROSSMEMBER SPACING 48" O.C. MAX. RIDGE BEAM ROOF COVERING OVER 3/8" PLYWOOD RATED SHEATHING, MINIMUM EXP -1 24/0 OR OPTIONAL 7/16" ORIENTED STRAND BOARD. EXP. 1, 24/16, SEE ROOF 2 LAYERS 3/4 "x 18" TEC LAM LVL RIDGE BEAM BOTH UNITS SEE SPAN CHART IN APPROVED STRUCTURAL PACKAGE TEC —LAM Fb = 2850 PSI RIDGE BEAM MUST BE CONTINUOUS OVER CLEAR SPAN BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER COLUMNS TO EXTERIOR FACE OF ENDWALL. MULTIPLE UNITS ARE TO BE GLUED & NAILED TOGETHER TO ACT AS ONE UNIT, INSTALL 2X4 X DEPTH OF BEAM SPF #3 BEARING STIFFENER OVER SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN: FASTEN THE FACE OF STIFFENER TO THE RIDGE BEAM WITH 100% GLUE COVERAGE AND 6 — 16 GA.x 2 1/2" x 7/16" CROWN STAPLES. M10x8.5 I —BEAM 2 LAYERS 3/4 "x 18" TEC LAM RIDGE BEAM BOTH UNITS SEE SPAN CHART IN AooQrnVn cTPli TIIRAI _ PER PLAN SITE INSTALLED 3/8" X 5" LAG SCREWS STAGGERED FROM SIDE TO SIDE AT 16" O.C. MAXIMUM, LAG SCREWS MUST PENETRATE 1" MINIMUM INTO ADJACENT MODULE RIDGEBEAM OR TRUSS. SITE INSTALLED 3/8 "x3" LAG SCREWS STAGGERED FROM SIDE TO SIDE AT 48" O.C. MAX. LAG SCREWS MUST PENETRATE 1" MINIMUM INTO ADJACENT MODULE RIM JOIST, 6.4 SQUARE FEET NET FREE AREA OF ATTIC VENTILATION TO BE PROVIDED BY ROOF AND /OR GABLE VENTS, EXTERIOR WALL FINISH: T -1 -11 EXTERIOR WALL STRUCTURAL BRACING SIDEWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL CONSIST OF A 4' MINIMUM WIDTH SHEET EXTENDING CONTINUOUSLY FROM TOP TO BOTTOM PLATE WITH ALL SHEATHING EDGES EXTENDING 3/4" MINIMUM OVER 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING SHALL BE LOCATED AS CLOSE TO EACH CORNER OF BUILDING AS POSSIBLE. BRACING MATERIAL: 1/8- STRUCTURAL RED THERMO —PLY FASTENED WITH 16 GA. X 1" X 1 -1/4" STAPLES 3" O.C. ON EDGES AND 6" O.C. IN THE FIELD. ENDWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF TRUSS TOP CHORD TO 3/4" MINIMUM BELOW TOP OF RIM JOIST WITH ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE GRADE AS EXTERIOR WALL FRAMING, BRACING MATERIAL: 3/8" CDX PLYWOOD EXP -1 24/0 FASTENED WITH 7/16" X 1 1/2- X 16 GA. STAPLES 3" O.C. EDGES, 12" O.C. FIELD. DOOR FRAMING GENERAL CROSS SECTION NOTES 1, UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY WITH ASTM A36, YIELD STRENGTH = 36 KSI, AND COMPLY WITH AISC 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A307. 3. SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING LOCATIONS. ORIENTATIONS. AND SPECIFICATIONS, WINDOW FRAMING DESIGN CRITERIA 2001 FBC FLOOR LOAD 50 PSF LL FLOOR LOAD 10 PSF DL WIND LOAD 130 MPH ROOF: 20 PSF LL ROOF 10 PSF DL HEADERS 2 -2x4 SPF #2 PLATE SPF #2 PLE STUDS SPF #2 6" O.C, 7�2" 1 1/4- CROSSMEMBER SECTION INSTALL DIAPHRAM BLOCKING WITH 15 GA X 7/16 "CROWN WITH 2" LEG 4" O.C. IN BOUNDRIES, AND 6" O.C. AT PLYWOOD EDGE LISTING AGENCY THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: CONST, TYPE VI OCCUPANCY B ALLOWABLE # OF FLOORS 1 WIND VELOCITY 130 ASCE -7 -98 FIRE RATING OF F XTERIOR WALLS 0 PLAN NO 0139697 ALLOWABLE FLOOR LOAD 50/100 APPROVAL DATE 04/23/2002 SCOTSMAN FULL LENGTH 3/16" FILLET WELDS ONE SIDE OF ALL FLANGES AND WEBS AT ALL OUTRIGGERS AND CROSSMEMBERS, 1 -1/2" 12 GA. OUTTRIGGER r 1 -1/2" 7" _T 12 GA, CROSSMEMBER. L (TO BE LOCATED OPPOSITE 1 -1/2" OUTRIGGER AS SHOWN) OUTRIGGER SECTION FRAME DETAIL J w 0 STAGGER JOINTS 48" O.C. ENDWALL 3/8" RATED SHEATHING, PLYWOOD TO BE FASTENED TO TRUSSES WITH 0 -21 STAPLES OR EOUIV. (7/16" CROWN X 2" LEG X 15 GAUGE) AT 4" O.C. ON EDGES AND 8" O.C. IN FIELD ROOF SHEATHING DETAIL A DIVISION OF THE SCOTSMAN GROUP INC. JOHN A. BODZIAK 3637 4TH STREET NORTH SAINT PETERSBURG, FLORIDA 33704 ARCHITECT BATCH ##96903352 NO M.D.S. 2730 12TH STREET SOUTH M D J 0.01211 �..�.. SAINT PETERSBURG. FLORIDA 33705 LISTING AGENCY PHONE /813- 898 -8004 DATE SCALE OUOTE SER. N0. 04/23/2002 — N TS— 0139697 SIZE CODE TYPE USE I coccno en REV. APP 0 r97 # PAGE 3 OF 4 PER PRINT 2001FBC VI B MDS 01 =Q2 -6 o� o � � I r o �:Z DESCRIPTION: J v'cn O'� A PARCEL OF LAND LYING IN SECTION 3, TOWNSHIP 46 SOUTH, RANGE " if �v C 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING A T THE SOUTHEAST CORNER OF LOT 4, AS SHOWN ON THE - - ' PLAT OF BERMUDA HEIGHTS, AS RECORDED IN PLAT BOOK 23, PAGE E R /GHT OF �~ i o _ _ _ _ G U_L F _ S _T R E_A M _ R 0 A D 200, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE LEGEND: GULF S;R,AM ROADS _ _ _ _ _ SOUTHERLY ALONG THE WESTERLY RIGHT OF WAY LINE OF STATE ROAD CENTERLINE ' z E. RIGHT RE WAY LINE SEE DE TA - '- -- - - _ DEPARTMENT A -1 -A, AS PRESENTLY LAID OUT AND IN USE A POLE / • 52 i _o GULF STREAM ROAD o AlL CONC. = CONCRETE - -�'� -- - -- _____ P A V E D - - DISTANCE of 116.40 FEET MORE OR LESS, TO THE POINT of __ + q CURVATURE OF A CURVE,• THENCE SOUTHERLY, ALONG THE ARC OF A W.M. = WATER METER _ �`� -7.52 ® C.B. C.B. �QB. �2' POLE /66. 74 Fl- + �, CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 5245.51 FEET AND L.P. = LIGHT POLE p0.7' 0.49S VEY \ UTILITY BOX OR ESS,ATO AN INTERSECTION' WITH THE NORTH LINE OF LOT 55, AS cz POLE EASTERLY RIGHT OF WAY LINE OF GULF STREAM ROAD W'M' SHOWN ON THE PLAT OF GULF STREAM PROPERTIES NO. 2, AS POLE ANCHOR 2 '7 ❑ L. RECORDED IN PLAT BOOK 18, PAGE 42, PUBLIC RECORDS OF PALM C. B. =CATCH BASIN O C a QpoZ ❑ ❑L.P. FOUND 3 4" o Z O � r 9 a r IRON PIPE o O C �� FOUND 1 2" BEACH COUNT Y, FLORIDA; THENCE WESTERL Y AL ONG THE NORTH LINE N.D. =NAIL &DISK #LB 353 2 222 OF SAID LOT 55 AND ITS WESTERLY EXTENSION, A DISTANCE OF oZ v C y y Oh o \ (NO NUMBER) t g0 °O (NO IRON NUM /R) 86.30 FEET TO A POINT IN THE CENTERLINE OF PALM WAY, • THENCE I. R. = 5/8" IRON ROD WITH CAP #LB 353 ,o a Q3 SOUTHERLY ALONG THE SAID CENTERLINE OF PALM WAY, A DISTANCE 2 ❑ o "i OF 2.5 FEET TO THE INTERSECTION WITH THE EASTERL Y EXTENSION r \ CO CU ' OF THE SOUTH LINE OF LOT 56 OF SAID PLAT OF GULF STREAM ® =WALL r M N (T C. CURB 10' PROPERTIES NO, 2, THENCE WESTERLY ALONG THE EASTERLY ca N) ° ® C.B. A[) o 01 -x--x- = CHAIN LINK FENCE '�ti w ° \ °o EXTENSION AND THE SOUTH LINE OF SAID LOT 56, A DISTANCE OF o co 122.54 FEET, MORE OR LESS, TO THE SOUTHWEST CORNER OF SAID -�-�- = WOOD FENCE ('Qp o, (A LOT 56; THENCE NORTHERLY ALONG THE WEST LINE OF SAID LOT 56 ro nc„ AND ITS NORTHERLY EXTENSION, A DISTANCE OF 142.95 FEET, MORE = OVERHEAD UTILITY LINES ° { cn OR LESS, TO THE POINT OF INTERSECTION OF THE CENTERLINE OF 0 PANDANUS ROAD; THENCE WESTERLY ALONG SAID CENTERLINE, A DESC. = DESCRIPTION ca \ �cn E DISTANCE OF 142.38 FEET, MORE OR LESS, TO THE EASTERLY RIGHT A V n A 1.9' OF WAY LINE OF GULF STREAM ROAD; THENCE NORTHERLY ALONG SAID FLOOD ZONE: A5 (EL7) & B DETAIL o E D P EASTERLY RIGHT OF WAY LINE A DISTANCE OF 752 FEET, MORE OR LESS, TO THE NORTHWEST CORNER OF SAID PLAT OF GULF STREAM +5.84 = ELEVATION BASED ON NATIONAL GEODETIC SCALE: 1" = 25' a PROPERTIES NO. 2; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT VERTICAL DATUM 1929. SOURCE: PALM BEACH O 65.2' OF WAY LINE OF GULF STREAM ROAD, MAKING AN ANGLE WITH THE COUNTY BENCH MARK R -315 LOT 57 �] N NORTH LINE OF SAID PLAT OF GULF STREAM PROPERTIES NO. 2 (AS C 22 �' 00 MEASURED FROM EAST TO NORTH) OF 92 °35'00'; A DISTANCE OF 00 198.12 FEET; THENCE CONTINUE ALONG THE SAID EASTERLY RIGHT OF CON • WAY LINE OF GULF STREAM ROAD,, MAKING AN ANGLE WITH THE 24. T COVERED •? 4 C WALK / o v PRECEDING COURSE OF 180-07'25, AS MEASURED FROM SOUTH ti 54 WALK 4.0 THROUGH EAST TO NORTH, A DISTANCE OF 166.74 FEET; THENCE o h ti 4' h NG. _ CONTINUE NORTHERLY ALONG THE SAID EAST RIGHT OF WAY LINE of Q O 3 v 0�7 0 20.4' o„ 4.7' GOVEREO GO un 183°1132REAS MEASURED!FROM SOUTH THIROUGH WEST TONNORTH, AE OF 9 O 2 c�` h _ g6 9 N w '' 5.0 DISTANCE OF 43.93 FEET; THENCE EASTERLY MAKING AN ANGLE WITH "3 0 / NG• THE PRECEDING COURSE OF 90 °08'38'; AS MEASURED FROM SOUTH TO Q y �' h "� CO `� `r °' "� GO EAST, A DISTANCE OF 128.21 FEE T; THENCE NOR THERL Y MAKING AN 7.5 7.5' ni C O v EKED CONC O l °' `' °? ANGLE WITH THE PRECEDING COURSE OF 90 °00'00 °, AS MEASURED STO o Di g' 'o 0' 3 g' CIS 5.0 8 FROM WEST TO NORTH, A DISTANCE OF 78.82 FEE T; THENCE EASTERL Y L D/ n 3.g• h �O 3g• Y BU/ DING h +� 2 � C �� MAKING AN ANGLE WITH THE PRECEDING COURSE OF 90 000'00° AS a n 1 N 40 MEASURED FROM SOUTH TO EAST, A DISTANCE OF 25.01 FEET TO THE SOUTHWEST CORNER OF THE SAID PLAT OF BERMUDA HEIGHTS,- THENCE �' '� ° 2 I�DING 3 g' IN °z c° 0� EASTERLY ALONG THE SOUTH LINE OF SAID PLAT OF BERMUDA C. B. 24.8' a n BU 4,0' z c o p HEIGHTS, A DISTANCE OF 322.0 FEET TO THE POINT OF BEGINNING 2 - ORY , , n °0 AFOREDESCRIBED. 224 �3.6� :k 7.3' � STORY a � S� a, N mom\ BU /L DING 3.4 �' � � 1.0' FOUND 3 - - r❑ 13.9,0 A 6N 14" -� ° 10.7' o y T rn cn IRON PIPE OLEANDER_ WAY w 24.7' /'CANTER 26.6' 0.7' w 26 8 78.82 (NO NUMBER) S. W. CORNER OF LOT 56 PAVED - _ sR 1.5' nC�c 5.0 _- _COVERED CONC WA`K + 43.6' �`O �` 0 33 ti 142. �5 ` - _ _ o + N Q sa = cn CONC COVERED CO �. . FOUND 4" X 4" O W /Ty 2ND STS C �'LK + 3 4' LONG WAS . CONC MONUMENT s� W. LINE OF LOT 56 to 16.4 � �� cn� cn a y (NO NUMBER)o = RY + 17 cri o. Oh ABOVE 08' 1a REO o ' b o Z °- rn O n 20' 0 h -+ w 2 o y� y �\ Tj0 & W C) o �0 0 c� o coo w Z N CONC, h co h °0 a rn R o C K o N SHOWN g� o co `\ $RIGK NO ALK _ �-c V VERED CONC n �q, cn �i `a 1 c$ W o o h � � � 2 SroRY LlB � o GONG. O o y RAR Y RE 2? o.7' PORCH 9.6' 28.4 2 0 0 FLAG STONE o �� \\ GONE � 26•E'' c° 'V 219' STE o N) o c, �w Tq° or + \ A o +v 3.91 04.x• A p. TCPL` RoCr 29 v a? p h 5 c gUll- � ~2 a r.-� 815' 7 V � QRY ONG 2� 2 16.2' 1 STORY ` A 77' 0' o ST C 5.4' 1 4. 34.6' - COVERED 'P 60 LOT 54 L /FT � RESIDENCE c� �o [� `�- ______ coNc_ W \1 `A STAT /0 � I v 2i \hr[_f ��� T L /MITSOF2NDSTORyALK_ C01/C. WALK LIFT N 16.6' cn 22.0' 6.0' _ STORY CHAPEL ay STAT�O;+ GONG. 24.0' 0 O� CONC. Z 15.2' p CONC AV ti� ?a ---1 v 21.1' �� O .a v 0T 7� 3.7' 110 "/ LOT 56 O FOUND CROSS CUT 4 41.0' ON TOP OF WALL / N v (NO NUMBER) v, _PALM WAY POLE _ _ b � ----- � - 15' ROAD R IGHT OF WAY o n . 50, PPARENTL Y ABANDONED � �b , p' 18.3' 5' EASEMENT -�- cn _ _ -_ _ COV �I °00 �0 a h a C NC. rNri D I _ � sTO � � C a Q a Y FIEL D HOUSE O LOT 55 C4 ° z W �• a �a �fi o h r Q �+ �� �O Nz FOUND o 97,4' ("O V M p8" ' (� ER)� O p04E CONC. rrl STEPS CONC. B. D ... �� X12.4' o _ N 22.4' n ROCK R'AO /(/5 �A 8 � 2.5' � DR/ V E MAP OF BOUNDARY SURVEY 524s 8D' STORY N h 55, ,,� v RESIDENCE `� I O CENTRAL ANGL ` 29.0' 2.0' 12• , I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE = p `_ E ° 6 °0136 ° 5.8\ o o o AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA 1/ `` CONC. o �,, 0 8 BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA PATIO 0 8,4' h \ 33.4' ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTE'S. _ --�_� � � on � fi w � 17.9'^°3.9' v CONC. o 2 8.5' STORY 10.8' o STiq J'E RESIDENCE -0 ti PA UL D. ENGL E �OAD A o ,� NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 P A - �_ r'-,q -� w 38.8' THE ORIGINAL LICENSED SURVEYORDAND MAPPER. FLOR /DA V E D __ _ POL' 6 J�� D FOUND 6" A 6" 14.8' p 8. N��� NT FENCE FOUND 0 0 BRIEN, 0.91 CoNC M� " X 4 " ' SUI TER �C O'BRIEN, INC. -_! ` --�� ^ PA • ��� S ON L//VEoa. N NOME -� L1VE ERL Y R /GHT OF -- -P01N� pFR OF MBER) LAND SURVEYORS ED WEST E. C (O /VU NT CERTIFICATE OF AUTHORIZATION #LB353 �� OF 5 TA TER WAY BEG /N4 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE. • PAUL D. ENGLE _ `'�- OAD A`1-A _�/NG POLE 2601 NORTH FEDERAL HIGHWAY, DEL RAY BEACH, FLORIDA 33483 _ (561) 276 -4501 732 -3279 FAX 276 -2390 _`- - w ` -- DATE OF SURVEY 71Y7104 _ Ft"L SLqVE•Y OF 1,W SCALE.• 1 „ - 25 TdON � DECEMBER 27, 2000 REVISED__ 8120104 - ADDED GARY �F 7Ks FIELD BOOK PAGE NO. aEVA - ORDER NO.: - B. B. 158 136 17 73 -95db "A U COPYRIGHT 2000 O dHILN SUIT LR & O'dHILN, INC. ORDER N0. 73 -95db' o I o w DESCRIPTION. O'� =N LEGEND: /'- E. RjGHr i c O A PARCEL OF LAND LYING IN SECTION 3, TOWNSHIP 46 SOUTH, RANGE / GULF sr/,OEAM ROL /NE a O ( r� 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY = CENTERLINE O DESCRIBED AS FOLLOWS. AD '7 ~ i O 1 c� °OLE / • 52' = E. ?lr,� - ,. BEGINNING AT THE SOUTHEAST CORNER OF LOT 4, AS SHOWN ON THE CONC. = CONCRETE - -t o G , ' : WAY LINE S` _ _ _ PLAT OF BERMUDA HEIGHTS, AS RECORDED IN PLAT BOOK 23, PAGE i ^ "- aM ROAD o EE t.';` - ,� - - _ _ _ G U L F _ S T R E_A M _ R 0_ A D 200, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE W. U. = WA TER METER _ _ i 7 - - SOU THERL Y ALONG THE WESTERL Y RIGHT OF WA Y LINE OF STA TE ROAD L.P. = LIGHT POLE ""� / .52 P A V E 0 - DEPARTMENT A -1 -A, AS PRESENTLY LA /D OUT AND IN USE, A \ q DISTANCE OF 116.40 FEET, MORE OR LESS, TO THE POINT OF C.B. = CATCH BASIN 0.7 ,� Q• 4 9 'C� ` ` .y C. 8. C.." 198. 12 POLE , - CUR VA TORE OF A CURVE,• THENCE SOU THERL Y, ALONG THE ARC OF A O POL c - 166.7'4 FH+ U CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 5245.51 FEET AND N.D. =NAIL &DISK #LB 353 �' 2 a o O O 0.4 9 r o A CENTRAL ANGLE OF 6 °01'36 ", A DISTANCE OF 55L75 FEET, MORE \ I ? �^ _o y ❑ POLE ANCHOR EASTERL Y RIGHT OF WAY LINE OF w. M. UTILITY 80X OR LESS, TO AN INTERSECTION WITH THE NORTH LINE OF LOT 55, AS I•R• = 5/8" IRON ROD WITH CA �r a ^ ❑L.P GULF STREAM ROAD SHOWN ON THE PLAT OF GULF STREAM PROPERTIES NO. 2, AS ° , {LB 353 e zz �"v ^� n FOUND 314' 2�'� oL.P. r IRON PIPE oaC RECORDED IN PLAT BOOK 18, PAGE 42, PUBLIC RECORDS OF PALM ® WALL (NO ^ \ NO NUMBER Zoe FOUND 112" BEACH COUNTY, FLORIDA; THENCE WESTERLY ALONG THE NORTH LINE 2 7 ( ) C2o o0a IRON PIPE OF SAND LOT 55 AND ITS WESTERLY EXTENSION, A DISTANCE OF - -- = CHAIN LINK FE "aCE ca `O o it "a 9� (NO NUMBER) 86.3 OFEET TO A POINT IN THE CENTERLINE OF PALM WAY, • THENCE ry v�o \ �,.�� SOU T E LY LONG THE SAID CENTERL /NE OF PALM WAY, A DISTANCE �~ \ ®C.B. (T "I CAL) RS _ OF 2.5 FEET TO THE INTERSECTION WITH THE EASTERLY EXTENSION =WOOD FENCE I ` OF THE SOUTH LINE OF LOT 56 OF SAID PLAT OF GULF STREAM (S C�"n Qi 1.0' PROPERTIES NO. 2; THENCE WESTERLY ALONG THE EASTERLY = OVERHEAD U'". LINES 'oo �o 00 o �" EXTENSION AND THE SOUTH LINE OF SAID LOT 56, A DISTANCE OF \ !o DESC. = DESCRIPTION � • � _ `�_ 122.54 FEET, MORE OR LESS, TO THE SOUTHWEST CORNER OF SAID a LOT 56, THENCE NORTHERLY ALONG THE WEST LINE OF SAID LOT 56 FLOOD ZONE' A5 (EL7) & 8 AND ITS NORTHERLY EXTENSION, A DISTANCE OF 142.95 FEET, MORE DETA /L �~ D OR LESS, TO THE POINT OF INTERSECTION OF THE CENTERLINE OF PANDANUS ROAD; THENCE WESTERLY ALONG SAID CENTERLINE, A \ ° A h E DISTANCE OF 142.38 FEET, MORE OR LESS, TO THE EASTERLY RIGHT 1 ' SCALE. " = 25 1 V E, D A 1.9' OF WAY LINE OF GULF STREAM ROAD; THENCE NORTHERLY ALONG SAID G EASTERL Y RIGHT OF WA Y LINE A DISTANCE OF 7.52 FEET, MORE OR L C T -7 i a LESS, TO THE NORTHWEST CORNER OF SAID PLAT OF GULF STREAM 65.2 PROPER TIES NO, 2, THENCE NOR THERL Y AL ONG SA /D EASTERL Y RIGHT r ' --A OF WAY LINE OF GULF STREAM ROAD, MAKING AN ANGLE WITH THE C 0 tV NORTH LINE OF SAID PLAT OF GULF STREAM PROPERTIES NO. 2 (AS „ i 24,7• CO 22•� po MEASURED FROM EAST TO NORTH) OF 92 °35'00'; A DISTANCE OF (� (� VER�cO, CONC. 0% 198.12 FEET; THENCE CONTINUE ALONG THE SAID EASTERLY RIGHT OF j K'ALK / NO WAY LINE OF GULF STREAM ROAD MAKING AN ANGLE WITH THE o v n ,� 54.4• ASK p' o v PRECEDING COURSE OF 180°07'25 AS MEASURED FROM SOUTH O O O o 15' o ONC. W �! THROUGH EAST TO NORTH, A DISTANCE OF 166.74 FEET, • THENCE r �t C CONTINUE NORTHERLY ALONG THE SA 10 EAST RIGHT OF WAY LINE OF rN 72 O 2p 4' A,, 4 7' c�j OVEREp GULF STREAM ROAD MAKING AN ANGLE WITH THE PRECEDING COURSE OF cz) '00 `( p J9' oo-: n - C N J83 °11'32" AS MEASURED FROM SOUTH THROUGH WEST TO NORTH, A 7.5 7.5' v v 36 9 N ;`, O 5•� DISTANCE OF 43.93 FEET; THENCE EASTERLY MAKING AN ANGLE WITH ^~ �' O ` ^� CA a, 7J �, CpNC• THE PRECEDING COURSE OF 90008'38" AS MEASURED FROM SOUTH TO `� J. n �" 1 STQ ,� COVERED CONC. o /.'o -< <,, a, EAST, A DISTANCE OF 128.21 FEE T, THENCE NORTHERLY MAKING AN (� J.P. STORY BUjLO //�G Zp.B' o �•p' 3.9 5 p 8 - ,= FROM WEST TO NOR THEAINDISTANCE OF 78.82 FEE T,•ATHENCE EAST ERL Y o r- ti $ O m MAKING AN ANGLE WITH THE PRECEDING COURSE OF 90000'00", AS y y o n 1 N 4.p W p ° ,� MEASURED FROM SOUTH TO EAST, A DISTANCE OF 25.01 FEET TO THE �' w 2 p 9' N Z N o o SOUTHWEST CORNER OF THE SAID PLAT OF BERMUDA HEIGHTS; THENCE C. -R. 24.8' INS -- a o AIL 3. / G� a zo= p EASTERLY ALONG THE SOUTH LINE OF SAID PLAT OF BERMUDA 22.4' ^ �. `( B 4.p z. C O �� HEIGHTS, A DISTANCE OF 322.0 FEET TO THE POINT OF BEGINNING _ 3.6'" ND C> -� M J. 73' '� STQRY a sT�R N �y f 40 AFOREDESCRIBED. --- - W,q Y �, y` ` 9' o n 6^, 7, BU /L D /�VG 3•� N 1.01 FOUND 3 4 " 1� S. W, CORNER OF L Or 56 PA V p ��, k o w 24.7' P4 A/V r 10.7' }` �'�i o ��r � a, u, �- q A o� IRON PIPE _ 142.95 IQ °j s ti ER � -___ COVERED 6 07' � � 26'8 / 8.82, (NO NUMBER) - - -__ _ 1.5' _ _ �o _ FOUND a C �c 5 cb co CO&C• �� 3 A, 4" X 4" WALK � vn' io y CONC MONUMENT �� ms`s' - - -__ _ 436' \ 0 33 (NO NUMBER)o Z ` CO/VC. - _ _ _ Q' 6 9 'o \ Z o !v W LINE OF LOT 56 n o / \ 26 8' o �.. Co COV O W. o O n O >6.4 4 r W /Ty ZND STORY ABp E 3.3 , 11. � pNC• WALK z `� o � 0.5' w CON 2 2 0' v O VEREp C R O C K `0 2 ro C n - 0 0 CO ASK CA y� y �� SC W Co `� n~ �+ `� VER PNOWN o p O j FRED CONC a O n ti :' S�� �` RICK PANOI S o z� g ° PORCH 9.6'\ 00 yb� nq� * �' & 2 STORY L/BRq �>� \�\ B cpNG WALK c� �, 4' STEPS 23 9' ti !� C n 28• o o r� ? F ti o o4.s' J h ?�� o O LAC STONE o RY �\ cOVEREO 2 N o v o s .2' 1 STORY r-O ��• y � � DING It- '� vyzca �i � -'j LOT 5� 5 RESIDENCE Po 815' 70' 34 6' STO RY BOpN C. sr A 710 N 220' 4. 16.6 6.0 c WALK 60. °' uM ISI U) 2.0, O Y CI-IA 00 r S 2°1V n TOR)- -` - coNC WALK !Fj. CONC. Z 15.2' n ? m 211' 21-K / O v / LOT 56 FOUND CROSS cur 11 T ON TOP OF ra rr `� ° V - T� k' 4f 04 w, PALS; r ti POLE _ j X050' Jr APPROAD RIGHT OF WA Y N 00 o J ARENTL Y ABANDONED Z ❑ n to y - --_._ ,�--__ 18.3• q� 5 0• 63O b COVERED 5' EASEMENT -I- 8q ,\ 00 CONC;. a LOT 55 ? 0 y o b B y / STAR Y FIE D HOUSE_ o b o _ -- o O r �� �fi p o n a Q C �, � n z' Q c� d S � Z r. O W y N' v N o O /rQ0 S /8" I 97. 4' �► �j (N° U B19 �c °ze 2 N W O \ ❑ rp O Q ❑ D � ❑ CONC ^ b CONC. CONC. �- 12 4' o MAP OF BOUNDARY SURVEY �- �'AD,Ijs _ -5-94,5. N 22.4' ° R T CA' 2.5 DRIVE _ 5'" BD' 1 STORY N � ARC ' n �f `551 •75' v RESIDENCE �' n r` I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE �, NTR ` v I O AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA ❑ 29.0' 2.0' �12.3� `� ANGL f ` BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61GJ7 -6, FLORIDA � 6 °0136" ""� ^ •5.8' w ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. CONC.b c.,� � O 8.5' PA T(O 0 8.4 33.4' o •. -� v O L, 17.9' X3.9' rn 8.5' w v CONC. Slq T o 1 STORY 10.a' PAUL D. ENGL E - `, /QQ RESIDENCE o ti Nor vnuD WITHOUT THE SIGNATURE gNo- SURVEYOR &MAPPER #5708 ��,[,� q '�- � � JD N THE ORIGINAL RAISED SEAL OF A FL O?lGA ` C O n LICENSED SURVEYOR AND MAPPER. P A V E 38.8' Z D , 22.8' O'BRIEN, SUI TER & O'BRIEN, INC. _ P °L - - CQA/C 6" X ;!� '4.8' LAND SURVEYORS - �! CERTIFICATE OF AUTHORIZATION #L B353 __ 116 4o L F f °o "•- F° _�� °A V R ON NCE 0.9' CONC MO " X 4 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: PAUL D. ENGLE '�-- (NO NUMBMENT S E: 601 NORTH FEDERAL HIGHWAY, DELRAY BEACH, FLORIDA 33483 �� ED L /NE OF STq EI R� OF AY �°O //CVTRfEgLO �4 ER) (561) 276 -4501 732 -3279 FAX 276 -2390 AD A_1_ / '` A F'OL f DATE OF SURVEY REy� -p. � p� /p,� _ �AL_SURV�y��W SCALE - DECEMBER 27, 2000 COMrRUCTioN 1" = 25' FIELD BOOK PAGE B. 136 9 g ORDER NO.: 73 -95db "A " C COPYRIGHT 2000 O'BRIEN, SUITER & O'BRIEN, INC. ORDER N0. 73 -95db "A" STATE ROAD A -1_A 116.40' v TORY ° ° o ONE S ° �' �i WOOD FRAME '� ° / ` RESIDENCE o ° ° © ° ° ° ONE I SMXVATORY } RESIDENT I VOLLYBALL W COURT J O I �I I PLAYGROUND 218' -6" Y `' 78.82 DEFFECTED AREA NOT UNDER EXISTING ROOF x� ►x Zn --- 0 o mrn Af --ZX 0 o — — MM © m 00 _ moo O0 1 EXISTING 1 1 N FIELD HOUSE 1 to F) N M N GRASS PLAYING FIELD 1 1 EXISTING �� STAGE " Jr or ' 1 CHICKEE 8 o 40 G cZ RELOCATED 1 � 11 WER EXISTING OAF' 05 G G p\ EXISTING ONE STORY F.A.R. CALCULATIONS EXIST. COVERED pJ \� NEW ae CONCRETE 37,043 sq.ft. PROPOSED 1,177 PATIO sq.ft. BUILDING NA NA NA NA 2nd. FLOOR AREA NA NA 4,671 COVERED 4,671 sq. ft. 1st. FLOOR COVERED 14,694 sq.ft. 35 sq.ft. _ ■ sq.ft. 16,217 sq.ft. 2nd. FLOOR COVERED NA _ 372 sq.ft. NA EXISTING NA �NE�STO Y NA ONE STORY \Sri 1 9 GARAGE NA NA C.B.S. OBE,S O BUILDING Q GROSS FLOOR AREA BUILDING 319 sq.ft. 7,778 sq.ft. 58,824 sq.ft. OUT BUILDINGS NA NA NA NA TOTAL FLOOR AREA PROPOSED 58,824 sq.ft. F.A.R. .245 TOTAL HARDSCAPE AREA _ 1 90'08'38" S •�_.,,: 43.93_ �.t►P� COVERED CONCRETE WALK c9 o J'•��j cA � o 00 J'yc,vy v> O r r 1 1 o m X 0 N •°D z ' 1 CHICKEE 8 GROSS LOT AREA 1 8 cZ EXISTING ONE STORY BUILDING 1 239,995 sq.ft. 4 11 �M 12 1 EXISTING ONE STORY F.A.R. CALCULATIONS EXIST. r C.B.S. BUILDING NEW V -6" �.t►P� COVERED CONCRETE WALK c9 o J'•��j cA � o 00 J'yc,vy v> O r r 1 1 o m X 0 N •°D z SITE DATA TABLE GROSS LOT AREA cn o 8 cZ 9 1 239,995 sq.ft. 4 11 �M 12 1 �o F.A.R. CALCULATIONS EXIST. r FIRE I �ANE FIRE 1t EXISTING ONE STORY 0 CHAPEL Q r COVERED CONCRETE WALK .._ — - OLEANDER WA (:?o Y. I (?° 0 x� y I � N x 000 0 .P. C �'"�� © _ E)(15 M: 16ro.74 _ EXIST. F.H. _ RG AD GULF STREAM I SITE LAYOUT �ppSpRAME RESIDENCE 0 Z II ' N I N I TOWN OF GULF STEAM SITE DATA TABLE GROSS LOT AREA 239,995 sq.ft. 8 2 9 EFFECTIVE LOT AREA 239,995 sq.ft. 4 11 5 12 6 13 F.A.R. CALCULATIONS EXIST. DEMO. NEW NET 137,936 1st. FLOOR AREA 37,043 sq.ft. 284 sq.ft. 1,177 sq.ft. sq.ft. CEILINGS OF 15' (x2) NA NA NA NA 2nd. FLOOR AREA NA NA 4,671 sq.ft. 4,671 sq. ft. 1st. FLOOR COVERED 14,694 sq.ft. 35 sq.ft. 1,558 sq.ft. 16,217 sq.ft. 2nd. FLOOR COVERED NA NA 372 sq.ft. NA AWNINGS >3' & SCREEN ENCL. 0 50% NA NA NA NA GARAGE NA NA NA NA GROSS FLOOR AREA 51,737 sq.ft. 319 sq.ft. 7,778 sq.ft. 58,824 sq.ft. OUT BUILDINGS NA NA NA NA TOTAL FLOOR AREA PROPOSED 58,824 sq.ft. F.A.R. .245 TOTAL HARDSCAPE AREA 60,893 sq.ft. (52 %) REQUIRED LANDSCAPE(40% OF LOT) 95,998 sq.ft. ACTUAL LANDSCAPE 125,789 sq.ft. NOTE: 1st. FLOOR AREA = 1,177 sq.ft. 2nd. FLOOR AREA = 1,831 sq.ft. TOTAL = 1,831 sq.ft. = TOTAL FLOOR AREA ADDED IN ACCORDANCE WITH DEVELOPMENT AGREEMENT X05 -4 RE' EIVED DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 J1% GULF STREAM SCHOOL GULFSTREAM, . FL SITE LAYOUT CEC22ao ]MOO, NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. 0 1 8 2 9 3 10 4 11 5 12 6 13 7 114 a) ALO � 1/15/01 b MM x a� 11"Ma0' -O" r� SK -1 b