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PLANS
• _ NC)TvA UNLESS EYBOSSE7 vr�'H SURVEYORS SEAL R r Ef pt o Lltt 0 44D a- N LEGEND • FIP= Found Iron Pipe S.PC. =SET1 /2 "PIN &CAPL24789 �' /c =' =_'� 3l 5 s S.PCP= SET PERMANENT CONTROL POINT L84739 �= CENTERLINE, P /L= PROPERTY LINE. 0 /L= ON LINE M.H. = MANHOLE, WM= WATER METER, PP= POWER POLE F.C.= FENCE CORNER, R= RECORD, M= MEASURED CHAIN LINK OR WIRE FENCE= c WOOD FENCE = --- - - MASONRY WALL= CS. ( -1) 105 �c (-01 + k 9-00 ce4E5ia Ele:a'lons based _c.-. Ele ti C c ? Locator Index # NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. 1) Record and measured calls are in substantial agreement. 2) Bearings, if shown are based on Plat data. 3) The lands shown hereon were not abstracted for Easements or other recorded encumbrances not shown on the plat and the same, if any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improvements were not located. 5) Elevations are based on National Geode' c Daum. 6) Fence Ties are to the Centerline of the fence. 7) Wall Ties to the face of the Wall. 8 BF i4 i h N s; :rW i. n r F TO . A EA.D CD BOUNDARY SURVEY HE? BY CEa !FY Rai a s.;-•ey e ; se-.el rer n ree's i e nca e —eri; a :ccc e, o, :re STATE CF F CRil :r ....a , La ^o Sec. cn 4 2. C27 Fovea S'a Tree a e �.'o ercucacrrre c.era;s easrrer:s acpear.r; cr the p a: c' s o e easer :s c:re- ira as src�n nr�ecr. JA KPAJNTn Regis :eredLa-d S e, or Pao S•a'e FCr,,a L O A T I O N S K E T C H SCALE: N T S Certified to: Paul Regencdorf, 1270 N.E. 96th St. Miami Shore Florida 33138., Fleming, O'Bryan & Fleming, Attorneys' Title Insurance Fund, Inc., Sun Trust Bank of South Flcri(a, its successors and /or assigns as their interest may appear. LEGAL DESCRIPTION: (Furnished by Client) Lot 3, less the East 12 1 feet thereof and Lot 4, less the West 25 feet thereof in Block 3 of EARLETCNSHORES, according to the Plat thereof recorded in Plat Book 43, Pace 80 of the Public Records of Dade County, Florida. J r 14 1 't 1 f I ` PAML N SI) � _ t *s FLOOD ZONE: 3371 E CATE: t - 6 LL\ BLANCO, DANIAL & ASSOC. INC. Land Surveyors e Planners 4100 Aurora St. (Mailinc address) Coral Gables Fl. 33146 555 N. Shore Dr. Suit B Niia. Beach F1. 33141 (305) 865 -1200 Fax ( -7810 y i-r, �r, SL_FIX: 7J DATE: 3/2/ 94 _ EASE. 0% 9:3 ^ nVV1 -77 \7- V r\C • 12 n, SCALE: DYY! -1. BY: fJCB No. 1'' = 20' F. ` co C 6 - 4 xI0"1' c COVERED PATIO PooI_ NOT Win D FOR cm • 7.8,0: TA'MIAM f ANat 'ROAD.. MIAMr, FLOR OA 3 144' • UTILITY LEGAL DESCRIPTION 135 137 6U8D11 • gArkL vi5140Kta . PLATfl00K : % PA ; go OF THE PL/814C R OF DADE COUNTY, FLORIDA GENERAL NOTES t, ALL POOL GUNITE OR CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS. 2. REINFORCING SHALL 8E-NEW BILLET STEEL CONFORMING TO ASTM_, A615, GRADE 60. ALL. PIPING 'SHALL BE PVC SCHEDULE 40, APPROVED FOR USE IN POTABLE WATER. . INSTALLATION OF LIGHTS, JUNCTION BOXES, GROUNDS, ETC. SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 680 OF THE NATIONAL ELECTRIC CODE. ..THE OWNER SHALL FURNISH ADEQUATE ELECTRICAL SERVICE FOR THE OPERATION OF T)iE MOTORS U ITS, ETC. THE_OWNER SHALL PROVIDE A DISCONNECT SWITCH AT THE POOL EQUIPMENT LOCATION IF IT, IS NOT WITHIN 50 FEET OF. THE FUSED SWITCH SERVICE POINT. THE POOL PUMP MOTOR, LIGHT, HANDRAILS AND LADDER OR GRAB RAILS - tr D SHALL BE BANDED TO THEE POOL STEEL WITH A ,# 8 SOLID COPPER WIRE-IN A 3/4 NON-CORROSIVE CONDUIT, PUMP EQUIPMENT (INCLUDING FILTER AND/OR HEATER ' "SHALL 8E LOCATED ABOVE TH IR . . / } E E�EQU EQ BASE FLOOD ELEVATION OR FLOODPROOFED. . . ON SITE. INSOEC110N 1NDI ATES SAND AND ROCK WITH A K F T R SHALL. NOTIFY THE ENGINEER IF OTHER CONDITIONS E OF 2.0 S . THE CONTRACTOR T ACTOR ARE ENCOUNTERED. ALL PATIO CONCRETE SHALL ATTAIN '3000 PSI COMPRESSIVE ST 1 ITHINp28 DAYS. M1 1Q, POOL WATER DISPOSAL, SHALL BE IN ACCORDANCE WITH SFBC SECTION 5004,3-. J. THE OWNER SHALL PROVIDE A SCREEN ENCLOSURE, FENCE OR WALL WITH SELL,- CLOSING AND SEkF- LATCHING4 GATE (SEE DETAIL) fN ACCORDANCE W TH CODE .REQUIREMENTS (NSPJ APPEND►}(), STD. -RITE. CARTRIDGE FILTERS: (OR EQUAL) StA RITE MAX'E -GLA$ PUMPSs� (Off EQUAL) 35 -TX 50 - 7Q -TX 1 00. f�+bOEL .. F,PESC6 PESOC r. P ESE€ �ESFL_ I REQUIRE, - .OW,RATE (OPERATING 12 HRS /DAY) RECOMMCNOEt EO- Ft.04V RATkQ1PERATiNG 8 HRS WATER LINE .1. .. ... 8• x $ THICK. EDGE 11TH 1 # 5 CONT; PNEUMATICALLY PLACED CONCRETE WALLS :- 4"'ro? i 4,p'jT {J,I 11 5.k.0 4" CONCRETE SLAB WITH .. x6,, W1.4 g W1.4 WWM ON COMPACTED FILL (3000 PSI CONC.) SEIp.F CLOSING & POSITIVE SELF- LATCHING GATE W1TH HARDWARE FOR PERMANENT LOCKING !-` TYP, POSTGIOFT O.C. it I. " x ANTI - VORTEX GRATE (6 SQ.1N.MIN, OPEN ARE p00L BOTTOM 4 Ft, HIGH GALV. CHAIf NK MESH WITH 2' (MAX) OPENINGS. NON- MBABLE) N DRAIN ELECTRIC LEGEND y POOL LIGHT SWITCH . FI. R TA 4 ECEC G E � � MIN. PQOI. ,PUMP ; JUNCTION BOX AND PUMP SWITCH TRANSFORMER 0 JUNTION BOX ELECTRIC 44 (A) WATER LEVEL F" (a) POOL OEPTH • 0 (C) FLOOD CRITERIA : (0) POD(. BOTTOM. ELEVA11ON (A- 44, (E) UP -LIFT HEAD (C -0) 4 4 -c (F) H4ROSTATId VALVE C3 . (0) 84TTQM ,AND, WALL SL,AOS : TOTA A ,HEAD (E +f+G).. .. /.. /.. POOL BOTTOM 6' (MIN,) CONC. ALL AROUND ORAW SUMP, 2,#3EW 1 1/2 "0 x 12" PIPE GRAVEL SUMP # 8 SOLID (CU) , 3/4" NON - CORROSIVE CONDUIT # 3 BARS EW 30 WATTS- V 0 T 1 S 12 T REMOVABLE OL ► UNDERWATER UGHT OR DRY NICHE LIGHT. DIAGRAM FEET MSL ` .` FEET ; EET MSL EET P SL BEET • q FEET 2 6 ; FEET FEET ,rtAI41 PR ral : a . • • POOL BOTTOM (o) RISER HEIGHT MUSt BE UNIFORM (6} t, 2" FROM THE (1NIFORU RISER HEIGHT STEPS DETAIL &" to 24" WATER LEVEL (TYP CQ : OP 'THERAPY SEAT- (NOT TO EXCEED 1O% OF POOL PERIMETER) GROUND LINE t 27" ± f CONCRETE (VP) i • i In �" DECK SKIMMER W WIDTH ? WEIR WATER LEVEL RAN 3'. BASKET CAPACITY 7 3 GE CU .IN. GROUND FACE 11 RAB. RAILS GRAB RAIL, HEDGE CHOR a NOTE : ADJUST DECK LEVATIOIV` TO ALLOW FOR D ECK FINISH, j COPING PODI:D C • 1-L-41U- , ' � pRFSSUffE GAUGE `& . PRESSURE RELIEF VALVE 2 EAR -S TOP C T FILTER ( 111q' ? c FF fILTE,R DRAIN- •• f. 1 /2'�•WASTE. ¢ " rt > 3 JOB No. 90 -4 -158 w• 1 1J' N8" N 7 sr PLAN OF SURVEY Lot 3, less the East 12 1/2 feet and Lot 4, less the West 25 feet., in Block 3 of EARLETON SHORES, according to the Plat thereof as recorded in Plat Book 43 at Page 80 of the Public Records of Dade County, Florida. This Survey is Certified to: Carla Hilger, Miami International Title Insurance Inc., American Title Insurance Company, Bankers Savings Bank and /or Assigns That HEREBY CERTIFY: at the attached PLAN Of SURVEY or the above described property is true and correct to the best of our kn fledge and encroachments betieff ar tr a fly sur r and platted under our direction oleo that there are not above - ground We further certify that this survey rneets the minimum technical standards set Forth by the Florida Board of Professional Land Surveyors pursuant to Section 472027. Ronda Statutes and Chapter 21- i•1-6, Florida Administrative Code. Property Street Address: 1270 N.E. 98th. St., Miami, Dade County, Fla. LOCATION SKETCH ALBERT BARTHELEMY & ASSOC. INC. Land Planners, Surveyors 12735 S.W. 34th Street, Miami, H. 33175 assumed meridian. refer to N.G.V. Datum (1929). NOTES: 1. 1 shown. bea in s are 2. Elevations shown thus 3. This is a Boundary 4. Not Valid unless irnp inted with an embossed Surveyor's Seal. 8, Legal Rio THIS PROPERTY IS LOCATED ON FLOOD ZCNE L AS PER FLOOD INSURANCE RATE MAP.12 O9 _0093 F fit6 Albert Barthelemy Professional Land RKOstration No. 2263 State of Fiorkia Nov, 16, 1990 Description Revised: SCALE 1 = Pres. 11 Qrt , 4.1 , M 5 S.POJES NC Mt !lad fj i 5 E �B 40TR' E7 is g b / 011, p win PLAN OF SURVEY 48. 6s Az c85, L .L. Go�c : /12.54, , 4r 4 13,0 1 h ropy X 85. t�1✓h , 12_10 3 1.02 ' //2.50' 0, vv 11,50 0 N 0 SCALE 1' = 2,p qir 75' 75' 1 g''ti ,N ;.sot 5 C 2. ! 7/1. gyof r /!o 17 /$ ll 20 ,0 15 n " 75 16,E , JOB No. 90 -4 -158 w• 1 1J' N8" N 7 sr PLAN OF SURVEY Lot 3, less the East 12 1/2 feet and Lot 4, less the West 25 feet., in Block 3 of EARLETON SHORES, according to the Plat thereof as recorded in Plat Book 43 at Page 80 of the Public Records of Dade County, Florida. This Survey is Certified to: Carla Hilger, Miami International Title Insurance Inc., American Title Insurance Company, Bankers Savings Bank and /or Assigns That HEREBY CERTIFY: at the attached PLAN Of SURVEY or the above described property is true and correct to the best of our kn fledge and encroachments betieff ar tr a fly sur r and platted under our direction oleo that there are not above - ground We further certify that this survey rneets the minimum technical standards set Forth by the Florida Board of Professional Land Surveyors pursuant to Section 472027. Ronda Statutes and Chapter 21- i•1-6, Florida Administrative Code. Property Street Address: 1270 N.E. 98th. St., Miami, Dade County, Fla. LOCATION SKETCH ALBERT BARTHELEMY & ASSOC. INC. Land Planners, Surveyors 12735 S.W. 34th Street, Miami, H. 33175 assumed meridian. refer to N.G.V. Datum (1929). NOTES: 1. 1 shown. bea in s are 2. Elevations shown thus 3. This is a Boundary 4. Not Valid unless irnp inted with an embossed Surveyor's Seal. 8, Legal Rio THIS PROPERTY IS LOCATED ON FLOOD ZCNE L AS PER FLOOD INSURANCE RATE MAP.12 O9 _0093 F fit6 Albert Barthelemy Professional Land RKOstration No. 2263 State of Fiorkia Nov, 16, 1990 Description Revised: SCALE 1 = Pres. 11 Qrt , 4.1 , M 5 S.POJES NC Mt !lad fj i 5 E �B 40TR' E7 is g b / 011, p win PLAN OF SURVEY 48. 6s Az c85, L .L. Go�c : /12.54, , 4r 4 13,0 1 h ropy X 85. t�1✓h , 12_10 3 1.02 ' //2.50' 0, vv 11,50 0 N 0 SCALE 1' = 2,p qir 2 —3 :0 GLASS SLD'G 3:4 ALUM. FR. O ' O LIVING DINING Ri F.F.E.= 6.64' NEW }BREAKFAST ROPM I I I I L —J F.F.E.= 6.97' ^ 1 CLG. HT. 8' -11" N No. 021 21 1 1 0 Exp. Date: 07/17/2008 REPLACE (2) 38"x80" FRENCH DR. FOR/ / / (2) 24 "x80" FRENCH DR. WALK - IN CLOSET TWO r A GARA STUD I EXIST. 200AMP ELEC.PNL. c i s NO A/C OR HEAT WILL BE INSTALLED OWNED DATE PANTER LEGEND EXISTING / / CONDITIONS GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK. CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS, ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFY ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY. 2, CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION, 3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR LOCATION AND DETAILS. 4, ALL CONCRETE FOR FOUNDATIONS Sc SLABS ON GRADE SHALL REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS UNLESS OTHERWISE NOTED. 5. CONTRACTOR /OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED GRADE & FINISHED FLOOR ELEVATIONS WITH REPECT TO DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY OTHER GOVERNING BODY. 6. OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING, BY CERTIFIED MAIL UPON COMMENCEMENT PROJECT. 7, THE OWNER SHALL BE SOLELY RESPONSIBLE FOR INVESTIGATION IN REFERENCE TO WHETHER STRUCTURE CAN BE BUILT ON SITE. PAYMENT OF THESE DRAWINGS CONSTITUTES ACCEPTANCE & AGREEMENT WITH THE FOLLOWING STATEMENT: NO PARTY SHALL INITIATE ANY KIND OF LITIGATION AGAINST EMILIO CASTRO & /OR E.C. ASSOCIATES, INC. ENTRANCE EXIST. COL floor & foundation plan PANTER REMEDIES FOR EXISTING RESIDENCE TO COMPLY WITH F.B.C. 1. PROVIDE NEW #5 TIE DOWN IN GROUTED CELL AT CORNERS AND 20 FT. MAX. AS SHOWN IN PLANS, SEE DETAIL 2. SECOND MEANS OF EGRESS AT ALL NEW AND EXISTING BEDROOMS. 3. ACCESSIBLE BATHROOM (AT NEW ADDITION). 4. PROVIDE G.F.I. RECEPTACLES AT KITCHEN AND BATHROOMS. SEE ELECTRICAL PLAN. 5. PROVIDE SMOKE DETECTORS INSIDE AND OUTSIDE BEDROOMS. SEE ELECTRICAL PLAN. 6. PROVIDE HURRICANE SHUTTERS AT ALL NEW AND EXISTING GLASS DOORS AND WINDOWS. NOTE PROVIDE HURRICANE SHUTTERS AT ALL NEW GLASS DOORS AND WINDOWS. EXIST. COL 7777 1°8F +45 P5F EXIST. COL SCALE' W 1 '. 0 ' COVE RE TERRAC INTRUSION & BURGLARY SECURITY NOTE: ALL EXTERIOR DOORS SHALL BE PROVIDED WITH CYLINDRICAL TYPE LOCK SETS, LATCH BOLT BY KNOB; LATCH BOLT DEAD — LOCKED WHEN DOOR CLOSED. KEY OPERATED FROM OUTSIDE WITH PRIVACY TURN BOTTOM FOR LOCKING OUTER KNOB WHICH IS NOT AUTOMATICALLY RELEASED. CAPABLE OF RESISTING A FORCE OF 300 LBS. IN ANY MOVABLE DIRECTION. MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH DEAD BOLT KEY OPERATED FROM OUTSIDE AND BY TURN KNOB FROM INSIDE OTHER EXTERIOR DOORS TO BE PROVIDED WITH INTERIOR SINGLE DEAD BOLT. ALL TO BE 1" MIN, THRUST AND OF HARDENED OR CONTAIN INSERTS. AT DOUBLE DOORS SECOND DOOR SHALL BE PROVIDED WITH HAND BOLT TOP AND BOTTOM. DOORS TO BE MOUNTED ON 1 1/2" PAIR OF HINGES WITH NON— EXPOSED SCREWS AND NON— REMOVABLE PINS BY SET SCREW IN BARREL. MAIN ENTRANCE DOORS TO HAVE DOOR SCOPE PERMITTING INSIDE VIEWER A 180 DEGREE OBSERVATION ANGLE OF OUTSIDE WHEN DOOR CLOSED. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON— REMOVABLE PINS, GLASS IN EXTERIOR OUT DOORS AND ALL GLAZING WITHIN 48" OF INSIDE LOCKING DEVICE OF DOOR SHALL COMPLY WITH A.N.S.I. 297.1. INTERIOR DOORS TO HAVE CYLINDRICAL TYPE LOCK SETS WITH PRIVACY LOCK BY INSIDE PUSH BOTTOM WHICH AUTOMATICALLY OPENS BY TURN OR BY CLOSING. EXTERIOR SLIDING DOORS SHALL BE PROVIDED WITH TEMPERED GLASS AS SET FORTH BY AMERICAN NATIONAL STANDARDS, INSTITUTE'S STANDARD 297. SLIDING GLASS DOOR CON— STRUCTED AND INSTALLED SO THA NO PANEL CAN BE LIFTED FROM THE TRACK WHEN IN —LOCK POSITION. ACCORDING TO ALUM. ASSOC. STANDARD FOR FORCE —ENTRY RESISTANCE AAMA 1303.3. ADDITIONAL TO THE MANUF. LOCK PROVIDE DEAD BOLTS AT MEETING MULLIONS. ALL WINDOWS, AWNING, SINGLE HUNG OR HORIZONTAL SLIDING SHALL BE PROVIDED WITH A LOCKING DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LBS. APPLIED IN ANY OPERABLE DIRECTION, OR AS SPECIFIED IN THE PAN AMERICAN FORCE AWNING TYPE 49 389 F. WINDOW FRAMES SHALL BE CONSTRUCTED SO THAT WHEN FIXED OR LOCKED THEY CANNOT BE REMOVED FROM THE OUTSIDE. OVERHEAD LOADING DOORS SHALL BE PROVIDED WITH MULTIPLE POINT OCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/8 ". EXIST. COL EXIST. COL POOL EQUIP. POOL HEATER EXIST. ELECT. METER C.U.2 PANTER NOTE: WINDOW AND FRENCH GLASS DOOR INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS SET FORTH IN THE APPROVED PRODUCT CONTROL APPROVAL. PROVIDE THRESHOLD & WEATHER STRIPS AT ALL EXTERIOR DOORS. NOTE: FOR STARTER COL'S., PROVIDE # 5 x 12" HOR DOWELS ® 24" O.C. TO EXIST. SOLID CONC. (TYP.) EMMA AMA 0 23' -0" 23' -0" EXIST, L,. S TANK C 2 Asphalt LEGAL DESCRIPTION 18.00' 17.90' 1 STY C.B.S. RESIDENCE No 1270 F.F.E. =6.64' 31.00' 30.2 PORCH CONC. ROOF 20.60' Garage= 5.34' 21.50' .. existing conditions floor plan 112' -6" I In 3.8 Asphalt Driveway 112' - 6 » 20' Parkway N W. 98th Street POOL Chain link fence 4' hig (typ.) 2' CONC. Asphalt RVI 23' -0" LOT 3, LESS THE EAST 152 1/2 FT. THEREOF AND LOT 4 LESS THE WEST 25 FT. THEREOF IN BLOCK 3 OF EARLETON SHOr;ES, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOCK 43 PAGE 80 OF THE PUBLIC RECORDS OF F DADE COUNTY , 'LORIDA SCALE' ve'• I'•0' MItMS / REVISIONS: W oz0 6 , 11.. co ' ♦ _ E .n2 (13 W `'r" co z " co 4 4 PI 0d WV1 1. 05/21 /04 2. 3. ELEV. +8' -3" di TOP OF TB. ELEV. +0' -0 "� FINISH FLOOR r 2' -5" EXIST. 11I4ITE CEMENT TILE 8d NAILS • 6' O.C. AT PANEL EDGES 4 INTERMEDIATE SUPPORTS 4 4' O,C. THRU GABLE END BOUNDARIES 1t2' DRYWALL CEILING ON IX2 PURR STRIPS • 16' O.C. R.30 BAIT INSULATI U6P OTC MAX. UPL 1410 L68 PRE - FABRICATED WD m6 '5 24' O.C. TRUSS MANUF. TO SUBMIT SHOP DRAWINGS o i a 4 8' -3' ELEV. • TOP OF TIE BEAM 3'X3' -26 NAILED 4' OTC. OVERLAP 6' MIN. METAL DRIP I'X2' PT. OVER 1'X6' WO FASCIA ON 2'X4' BACKING 1/2' PLYWOOD SOFFIT u1/6'x20' SCREENED VENTS •48' O.C. EXIST. 8' x 12' CONC. TIE DM. W/ (4) - 1 •'3, 48' O.C. NOTE, let (4) -+3• TO DE • 12' O.C. • CORNERS 1X4 PT. FIRE STOP FIRE STOP 8' -0' ABOVE FP. PROVIDE: 1/8' STUCCO 1/2' DRYWALL OVER 1'x2' PURR STRIPS • 16' O.C. PROVIDE R -5 WALL INSULATION 8' CONC. BLOCK WALL IJ/HORIZ JOINT REINF. AS FOLLOWS, LADDER TYPE 0 9 STEEL REINF. IN MORTAR JOINT • EVERY OTHER coURSE (16' VERT.) ELEV. -2' -8' TOP OF FOOTING WOOD !SASE 4' CONC. &LAD W/ OVER 6x6,10/10 UUf1 BARRIER ON WELL COMPACTED FILL TO 95% PROCTOR TEST ;0 ELEV. • FINISH FLOOR 1/2' EXPANSION JOINT VAPOR 6ARRI ELEV. -I' -0' • FINISH GRADE EXISTING 16'x10' CONCRETE FOOTING 2' -6" 0 .4�, III 0 typical wall section 16" 0 south elevation SCALE 3/4' 1' -0' NOTES ON REINFORCED MASONRY WALLS 1- GENERAL "DUR -O -WALL LADDER TYPE, STANDARD No.9 MASONRY REINFORCING SHALL PROVIDED EVERY 2nd BLOCK COURSE (1' -4" VERTICALLY) ALL MASONRY UNITS SHALL CONFORM TO THE A.C.I. STANDARD 530 BUILDING CODE LATEST EDITION REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES,AND LOCATED AS SHOWN ON PLANS. ALL MATERIAL. SHALL CONFORM TO THE FOLLOWING CURRENT STANDARDS: MORTAR : SHALL CONFORM TO ASTM C270, TYPE M MINIMUM COMPRESSIVE STRENGTH 0 28 DAYS OF 2500 PSI MINIMUM MIXING TIME OF 5 MINUTES AFTER ALL INGREDIENTS ARE ADDED BLOCK : SHALL CONFORM TO ASTM C90 -70, 8 "x8 "x16" TWO CELL END BLOCK TYPE UNITS FROM ONE SOURCE GROUT • SHALL CONFORM TO ASTM C476, FOR COARSE GROUT MINIMUM COMPRESSIVE STRENGTH © 28 DAYS OF 2500 PSI SLUMP OF 8 TO 10 INCHES, MAXIMUM PLACEMENT TIME OF 90 MINUTES TESTS : BLOCK - SUBMIT CERTIFIED LAB TESTS, ASTM C140 -70 FOR EACH 5000 UNITS PRISM - NOT REQUIRED DESIGN COMPRESSIVE STRENGTH OF MASONRY ® 28 DAYS, FM = 1500 PSI MASONRY STRENGTH CAN BE DETERMINED EITHER FROM NCMA TR 75B, TABLE 3 -1 USING AN FM OF 2000 PSI NET OR A PRISM TEST USING APPROX. FM OF 1300 PSI NET, 2- GROUTED CELLS AND SEQUENCING A- B- C- HIGH LIFT GROUTING: A- PLACE MASONRY TO A MAXIMUM HEIGHT OF TWELVE (12) FEET B- WALLS AND CROSS WEBS FORMING CELLS TO BE FILLED SHALL BE FULL - BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT C- CLEAR, UNOBSTRUCTED CONTINUOUS VERTICAL CELL SHALL BE A MINIMUM OF 3 INCHES BY 3 INCHES D CLEANOUT OPENINGS SHALL BE PROVIDED WHERE GROUT POUR EXCEEDS FOUR (4) FEET IN HEIGHT E- PLACE REINFORCING PRIOR TO GROUTING, AND TIE TO REINFORCING FROM BELOW F- PLACE GROUT IN 4 FOOT LIFTS, 30 TO 60 MINUTES APART, MAXIMUM FREE FALLSHALL NOT EXCEED EIGHT (8) FEET G- HOLD TOP OF GROUT 1 1/2" BELOW LAST COURSE OF BLOCK FOR THAT LIFT H- GROUT TO BE CONSOLIDATED IN PLACE BY PUDDLING, RODDING OR MECHANICAL VIBRATION I- WHEN PLACING SECOND GROUT LIFT, VIBRATE INTO FIRST LIFT J- MAXIMUM GROUT POUR IS FOUR (4) FEET HIGH • MK IIIIMIARKIMAI 141 P 'I'I r MIA 12 11" ,EXISTING ROOF TO REMAIN UNDISTURBED / / 7.--'..-'7// ..4 - 0 - - 67: 7 A F.F.E. . EXISTING RESIDENCE A „Iry 'A _A �F F E E i SCALE. I /4'2 I'-0' rough masonry opening detail tion EPLACE 2) 36 "x80" FRENCH DR. FOR (2) 24 "x80" FRENCH DR. CONC. t.B. ` • , to • iLLED I ITN D B78', DE P D HOLE ADHESIVE CAPSULE P EE FILLED W +pl B', BE�PDHOLE ADHESIVE CAPSULE elevation detail SCALE 1/2' a 1' -0' EXISTING ROOF TO REMAIN UNDISTURBED PATCH & / MATCH AS/ REQ'D.' • 8 "x8" CO COL. W/ #5's TICAL TIE DOWN (1) #5 IN F.C. west e "i0 PSF X41 P8F 17 A 1 J EXISTING / RESIDENCE F.F.E. sr, SCALE: 1 /4'• 1'-0' 2' -5” A ELEV. +8' -3" TOP OF TB. i t ELEV. +0 FINISH FLOOR LINIEL- 01VCCO ? EFZIMETER CAULKING AND BACK !MOOING HEAD 1 X 4 PT. UO.13LOCKN I X 4 PT. F'i RRIN3 V1' DIRY ALL V4' DRYWALL CAULK V4'• X 2 3/4' TAFCCN uV A MIN. I V4' & D 4 1 S * / 6ALANCE • 12' OZ. JAMB SILL CBS WINDOW DETAIL S NOTE:ANCHORZ CONN S AS PER MANUP. SPECS. interior partition section 1 IN FILLED CELL 1 X 4 PT. Xs. 13LOCKING CAULKING WEA11-IER61T41PPING V4' i X 2 3/4' TAPCON W/ A MIN. EMBEDMENT OF=1 V4' INTO CONC. SPACED F•h1 PERIMETER CAULKING AND BACK BUDDING 61UCCO SNAP IN GLAZING BEAD ! TYPICAL ) AO PER WINDOW MA PACIVE CAULK MARBLE BILL. PRECAST. CONT. BILL N.T.S. CEILING LINE (SEE PLAN POR CEILING HEIGHT) TOP CHANNEL 5/8' TYPE ' X ' GUJB. * EACH SIDE 3 5/8' MTL. STUDS (25 GAGE) • 16' O.C. 3 5/8' BOTTOM CHANNEL (25 GA.) SECURED TO SLAB WOOD BABE PIN, FLOOR SCALE 3/4' = 1' -0' REVISIONS: 2. 05/21 /04 3. • N 0 z J w 0 0 0 w cc [EAL: t CO 0 CC n. 0 L i-- 0 2 0 3 co 0 WNW 0 ti w z O DATE: 05/21/041 DRAWN BY: M. FREILE CAD FILE: PROJECT No. SHEET No. A -2 EMILIO CASTRO CIVIL No 41592 N TIE BEAM —,F . ce 0 0 0 2 DOOR HEIGHT i i PROVIDE /FOR INSTL,, DOOR I 2" CLEAR BUCK TYP. 1 WIDTH - ELEV. +8' -3" di TOP OF TB. ELEV. +0' -0 "� FINISH FLOOR r 2' -5" EXIST. 11I4ITE CEMENT TILE 8d NAILS • 6' O.C. AT PANEL EDGES 4 INTERMEDIATE SUPPORTS 4 4' O,C. THRU GABLE END BOUNDARIES 1t2' DRYWALL CEILING ON IX2 PURR STRIPS • 16' O.C. R.30 BAIT INSULATI U6P OTC MAX. UPL 1410 L68 PRE - FABRICATED WD m6 '5 24' O.C. TRUSS MANUF. TO SUBMIT SHOP DRAWINGS o i a 4 8' -3' ELEV. • TOP OF TIE BEAM 3'X3' -26 NAILED 4' OTC. OVERLAP 6' MIN. METAL DRIP I'X2' PT. OVER 1'X6' WO FASCIA ON 2'X4' BACKING 1/2' PLYWOOD SOFFIT u1/6'x20' SCREENED VENTS •48' O.C. EXIST. 8' x 12' CONC. TIE DM. W/ (4) - 1 •'3, 48' O.C. NOTE, let (4) -+3• TO DE • 12' O.C. • CORNERS 1X4 PT. FIRE STOP FIRE STOP 8' -0' ABOVE FP. PROVIDE: 1/8' STUCCO 1/2' DRYWALL OVER 1'x2' PURR STRIPS • 16' O.C. PROVIDE R -5 WALL INSULATION 8' CONC. BLOCK WALL IJ/HORIZ JOINT REINF. AS FOLLOWS, LADDER TYPE 0 9 STEEL REINF. IN MORTAR JOINT • EVERY OTHER coURSE (16' VERT.) ELEV. -2' -8' TOP OF FOOTING WOOD !SASE 4' CONC. &LAD W/ OVER 6x6,10/10 UUf1 BARRIER ON WELL COMPACTED FILL TO 95% PROCTOR TEST ;0 ELEV. • FINISH FLOOR 1/2' EXPANSION JOINT VAPOR 6ARRI ELEV. -I' -0' • FINISH GRADE EXISTING 16'x10' CONCRETE FOOTING 2' -6" 0 .4�, III 0 typical wall section 16" 0 south elevation SCALE 3/4' 1' -0' NOTES ON REINFORCED MASONRY WALLS 1- GENERAL "DUR -O -WALL LADDER TYPE, STANDARD No.9 MASONRY REINFORCING SHALL PROVIDED EVERY 2nd BLOCK COURSE (1' -4" VERTICALLY) ALL MASONRY UNITS SHALL CONFORM TO THE A.C.I. STANDARD 530 BUILDING CODE LATEST EDITION REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES,AND LOCATED AS SHOWN ON PLANS. ALL MATERIAL. SHALL CONFORM TO THE FOLLOWING CURRENT STANDARDS: MORTAR : SHALL CONFORM TO ASTM C270, TYPE M MINIMUM COMPRESSIVE STRENGTH 0 28 DAYS OF 2500 PSI MINIMUM MIXING TIME OF 5 MINUTES AFTER ALL INGREDIENTS ARE ADDED BLOCK : SHALL CONFORM TO ASTM C90 -70, 8 "x8 "x16" TWO CELL END BLOCK TYPE UNITS FROM ONE SOURCE GROUT • SHALL CONFORM TO ASTM C476, FOR COARSE GROUT MINIMUM COMPRESSIVE STRENGTH © 28 DAYS OF 2500 PSI SLUMP OF 8 TO 10 INCHES, MAXIMUM PLACEMENT TIME OF 90 MINUTES TESTS : BLOCK - SUBMIT CERTIFIED LAB TESTS, ASTM C140 -70 FOR EACH 5000 UNITS PRISM - NOT REQUIRED DESIGN COMPRESSIVE STRENGTH OF MASONRY ® 28 DAYS, FM = 1500 PSI MASONRY STRENGTH CAN BE DETERMINED EITHER FROM NCMA TR 75B, TABLE 3 -1 USING AN FM OF 2000 PSI NET OR A PRISM TEST USING APPROX. FM OF 1300 PSI NET, 2- GROUTED CELLS AND SEQUENCING A- B- C- HIGH LIFT GROUTING: A- PLACE MASONRY TO A MAXIMUM HEIGHT OF TWELVE (12) FEET B- WALLS AND CROSS WEBS FORMING CELLS TO BE FILLED SHALL BE FULL - BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT C- CLEAR, UNOBSTRUCTED CONTINUOUS VERTICAL CELL SHALL BE A MINIMUM OF 3 INCHES BY 3 INCHES D CLEANOUT OPENINGS SHALL BE PROVIDED WHERE GROUT POUR EXCEEDS FOUR (4) FEET IN HEIGHT E- PLACE REINFORCING PRIOR TO GROUTING, AND TIE TO REINFORCING FROM BELOW F- PLACE GROUT IN 4 FOOT LIFTS, 30 TO 60 MINUTES APART, MAXIMUM FREE FALLSHALL NOT EXCEED EIGHT (8) FEET G- HOLD TOP OF GROUT 1 1/2" BELOW LAST COURSE OF BLOCK FOR THAT LIFT H- GROUT TO BE CONSOLIDATED IN PLACE BY PUDDLING, RODDING OR MECHANICAL VIBRATION I- WHEN PLACING SECOND GROUT LIFT, VIBRATE INTO FIRST LIFT J- MAXIMUM GROUT POUR IS FOUR (4) FEET HIGH • MK IIIIMIARKIMAI 141 P 'I'I r MIA 12 11" ,EXISTING ROOF TO REMAIN UNDISTURBED / / 7.--'..-'7// ..4 - 0 - - 67: 7 A F.F.E. . EXISTING RESIDENCE A „Iry 'A _A �F F E E i SCALE. I /4'2 I'-0' rough masonry opening detail tion EPLACE 2) 36 "x80" FRENCH DR. FOR (2) 24 "x80" FRENCH DR. CONC. t.B. ` • , to • iLLED I ITN D B78', DE P D HOLE ADHESIVE CAPSULE P EE FILLED W +pl B', BE�PDHOLE ADHESIVE CAPSULE elevation detail SCALE 1/2' a 1' -0' EXISTING ROOF TO REMAIN UNDISTURBED PATCH & / MATCH AS/ REQ'D.' • 8 "x8" CO COL. W/ #5's TICAL TIE DOWN (1) #5 IN F.C. west e "i0 PSF X41 P8F 17 A 1 J EXISTING / RESIDENCE F.F.E. sr, SCALE: 1 /4'• 1'-0' 2' -5” A ELEV. +8' -3" TOP OF TB. i t ELEV. +0 FINISH FLOOR LINIEL- 01VCCO ? EFZIMETER CAULKING AND BACK !MOOING HEAD 1 X 4 PT. UO.13LOCKN I X 4 PT. F'i RRIN3 V1' DIRY ALL V4' DRYWALL CAULK V4'• X 2 3/4' TAFCCN uV A MIN. I V4' & D 4 1 S * / 6ALANCE • 12' OZ. JAMB SILL CBS WINDOW DETAIL S NOTE:ANCHORZ CONN S AS PER MANUP. SPECS. interior partition section 1 IN FILLED CELL 1 X 4 PT. Xs. 13LOCKING CAULKING WEA11-IER61T41PPING V4' i X 2 3/4' TAPCON W/ A MIN. EMBEDMENT OF=1 V4' INTO CONC. SPACED F•h1 PERIMETER CAULKING AND BACK BUDDING 61UCCO SNAP IN GLAZING BEAD ! TYPICAL ) AO PER WINDOW MA PACIVE CAULK MARBLE BILL. PRECAST. CONT. BILL N.T.S. CEILING LINE (SEE PLAN POR CEILING HEIGHT) TOP CHANNEL 5/8' TYPE ' X ' GUJB. * EACH SIDE 3 5/8' MTL. STUDS (25 GAGE) • 16' O.C. 3 5/8' BOTTOM CHANNEL (25 GA.) SECURED TO SLAB WOOD BABE PIN, FLOOR SCALE 3/4' = 1' -0' REVISIONS: 2. 05/21 /04 3. • N 0 z J w 0 0 0 w cc [EAL: t CO 0 CC n. 0 L i-- 0 2 0 3 co 0 WNW 0 ti w z O DATE: 05/21/041 DRAWN BY: M. FREILE CAD FILE: PROJECT No. SHEET No. A -2 EMILIO CASTRO CIVIL No 41592 ELECTRICAL LOAD CALCULATION PANEL 'A' A - GENERAL LIGHTING LOAD 3183 SQ. FT. © 3W /SQ. FT. =9549 WATTS B. - TWO SMALL APPLIANCE CIRCUITS X 1,500 =3,000 WATTS C . - D. - X 900 FIXED APPLIANCES: V RANGE 12000 REFRIGERATOR 1000 DISHWASHER 1200 DRYER 5000 WASHER 1500 GARBAGE DISP. 600 KITCHEN EXH. FAN 600 OVEN (HEATER) 1500 MICROWAVE 1500 WATER HEATER 4500 TWO G.F.I. BATHS CIRCUITS = 1800 WATTS CONNECTED LOAD LESS A/C = 43749 WATTS 10000 W © 100% = 10000 WATTS REST W © 40% = 13499 WATTS A/C (or heating) CO 100% = 12500 WATTS DEMAND LOAD = 35999/ 240 WATTS = 149 AMPS © 240/120 SERVICE SIZE = 200 AMPS th r ,. drI litsiogimft ij, EL CI 33 electrical notes: 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE "NATIONAL ELECTRICAL CODE" (NEC) & THE "FLORIDA BUILDING CODE" (FBC). 2. ALL CABLE SHALL BE COPPER UNLESS OTHERWISE NOTED AND APPROVED. 3. INDOOR CONDUIT MAY BE EMT OR RMX. CABLE. 4. OUTDOOR UNDERGROUND CONDUITS SHALL BE SCHEDULE -40 PVC UNDER PAVED AREAS. 5. CONTRACTOR SHALL FURNISHED ALL LABOR, MATERIALS AND EQUIP. FOR A COMPLETE ELEC. INST. IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS. 6. ELEC. CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG. AND ARCH. FIXTURES, 7. ELCT. CONTRACTOR TO PROVIDE EMPTY CONDUITS AS REQD. FOR TELEPHONE LINES & T.V. ANTENNA. 8. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. 9, ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED. O EXISTING // CONDITIONS \/ \ PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 15 AND20 AMP 125 VOLT BEDROOM BRANCH CIRCUIT RECEPTACLE OUTLETS NEC. 210 -12 (2002) 1 4" ENTRANCE electrical plan _ 1 K _ $ SWITCH DUPLEX RECEPTACLE G.F.I. DUP. RECEPT. ® 240 V. OUTLET -(> LIGHT FIXTURE 0 HEATER LIGHT 0 RECESSED DOWNLIGHT • TELEPHONE TELEVISION DISCONNECT EA ELECTRIC PANEL IT� COvERE TERRAC SCALE: "4'■ ELECTRICAL LEGEND CLG. FAN W/ O LIGHT Sc P.C. a SPEAKER FIXTURE (o EXHAUST FAN N DBL. F48 FLUORESCENT LAM P ® SMOKE DETECTOR D a FLOOD LIGHT WP WEATHER -PROOF W /SENSOR 33 25 20 20 20 TYPE : SQUARE "D" or APPROVED EQUAL EXIST. PANEL SERVICE : RESIDENCE MOUNTIN VOLTAGE : SURFACE 0 /120V 1 0 - 3/W PANEL "A" 200 amps,120 /240 AMPS 50 15 20 20 30 15 20 20 20 POLES TOTAL COND WIRE V.A. SIZE+ 2 12000 1" 6 2 4500 1/2" 10 1 1500 1/2" 1 1500 1/2" 1 1500 1/2" 12 12 12 1 800 1/2" 14 900 1/2" 12 900 1/2" 12 5000 1/2" 10 1/2" 14 \,c! v �l 900 1/2" 12 800 1/2" 12 800 1/2" 12 REMARKS RANGE /OVEN WATER HTR. DISH WASHER 1 DISH WASHER 2 SMALL APPL. VENT HOOD GFI rl� GFI }//' DRYER GEN LT Sc RECEP. EXTERIOR GFI DISPOSAL 1 DISPOSAL 2 CKT. NO. -- 3 L 7 9 11 13 15 17 19 21 23 - 25 27 29 31 33 35 37 39 41 DEMAND LOAD a 34344 WATTS /143 AMP. Cu TO CWP (2)5/8"0 x 10' COPPER CLAD GROUND DRIVEN RODS CKT. N0. 2 EXIST. O.H. ELEC. — SERVICE 2 RGC ABOVE METER N ANN DISCO EMA 3R A.H.0 1 6 WASHER 8 SPARE 10 SPARE 12 MICROWAVE 14 22 24 26 28 30 32 34 36 38 40 42 C.U.1 existing electrical riser REMARKS 16 18 REFRIGERATOR 20 GEN LT Sc RECEP. SPARE WIRE 6 12 14 12 12 14 MAIN BUS NEUTRAL MAINS I LOCATION : COND SIZE+ 1" 1/2" 1/2" 1/2" 1/2" 1/2" FEEDER : (3) *2/0 T1-4W Cu IN 1 1/2' CONDUIT FEEDER FROM : BERAICE 0 3 -2/0, CU, TNLU IN 11/20 Conduit KITCHEN OR BATHROOM LIGHT. 1000 * 200 AMPS. 10, 3W 120/240 V. ELECTRICAL PANEL BOARD J TOTAL V.A. 12000 1500 1200 800 200 AMPS 200 AMPS 200 AMPS EXISTING 120 V. LINE SIDE OF SWITCH POLES AMPS NT8 2 SMOKE DETECTOR SWITCH SWITCH LEG. r NDU T'R 15 15 50 20 20 20 NOTE: SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON— SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT. WITH BATTERY BACK —UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. smoke detector connection detail N TS REVISIONS: 2. 3. cc LA W itt Z CO O 0 ; 00 O W�Is ✓ E z 8 x ce W co (i) • z co cif A W U9=Q. 0 2 J 0 UJ cc cc 0 � o cc 4 ail L 5 2 1 If V a z 0 N SEAL: DATE: 02/10/04 DRAWN BY: M. FREILE CAD FILE: PROJECT No. 1 SHEET No. A -3 PLUME3ING FIXTURE SCI- 4I=DULE SYMBOL FIXTUF E TYPE BTIRjAEP C.W. H.W. DESCRIPTION P1 WATER CLOSET 4' l5' - TUB P2 LAVATORY II2' 1 a' tea' LAVATORY P3 BATH TU13 2' 11 le w/ ANTI - SCALD VALVES P4 SHOWER 2' Lg' le • w/ ANTI -SCALD VALVES P3 BIDET 2' Ii' Vi' w/ VACUUM BREAKER P6 KITCHEN KINK I1/2' 1 '2 ' V 2 ' w/ GARBAGE DISPOSAL PS DISHWASHER • Ir DISCHARGE INTO GAR>:3AGE DISPOSAL UNIT. P8 LAUNDRY OINK I1/2' Ili tee PS WASHING MACHI. 2' Vz. 1/2. FIXTURE UNITS PER FIXTURE (DENT. SYMBOL TYPE CF FIXTURE FIXTURE UNITS FIXTURE UNITS TOTAL REMARKS W.C. WATER CLOSET 0 0 NEW TUB TUB 0 0 LAV. LAVATORY 1 4 WA. WASHER 4 4 TOTAL 8 PIPE SIZE WALL SIZE 2" 4" 3" 4" 4" 8" 4" 0 SAN. LINE TO EXISTING SEPTIC TANK SA '///r/r/4" SAME R.F.E 1 2 "a` 1 FU STUDIO MASTER BEDROOI LIVING DINING RM NET) l3REAKFAP T ROOM KITCHEN PANTER POOL EQUIP. POOL HEATER EXIST. ELECT. METER PANTER EXISTING j/ CONDITIONS �$ s sanitary plan 4 '' ENTRANCE PLUMISINC LEGEND CLEANOUT TO GRADE NEW SEWER LINE EXISTING SEWER LINE CTG O EXIST. 2" VT 1/8" SLOPE 3 "0 (8 FU) 2 WAY CO. SCALE: ) /a'= COVERE TERRAC wall cIeai©ut detail INTERIOR PARTITION WALL CONSTRUCTION CHROME PLATED ACCESS COVER WITH CLEANOUT PLUG JOSAM 58890 SERIES. CONC. SLAB SANITARY OF WASTE PIPING N.T.S. NOTES: 1. ANTI. BC:.%D VALVES FOR TUB /SHOWER REQUIRED 2. MINIMUM SIZE OF ALL PLUMBING DRAIN LINE BEL' .O'.0 FLOOR 2 NCH 2' D "A!N 4 LE80 V4' PER FOOT BLOB 3' DRRAN 1 LE88 V8' PER FOOT SLOPE 3. HOT WATER HEATER TO DE SIZE PER TABLE 46 -F -B f LUMI3ING NOTES L CIENERAL 1.1 PROVIDE (FURNISH AND INSTALL) ALL NECESSARY MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL. PLUMING SYSTEM AS 8HO(LN ON THE DRAWINGS AND HERE IN SPECIFIED. NS1 ALL N ACCORDANCE WITH THE FLORIDA BUILDING CODE AND LOCAL ORDINANCES. 12 SCOPE OP WORK: PROVIDE THE FOLLOWING COMPLETE SYSTEMS: A. SANITARY COLLECTION 0. pGMESTIC HOT AND COLD WATER C. AIR CONDITIONING CONDENSATE. 13 PAY FOR ALL FEES, INSPECTIONS AND CONNECTION CHARGES REQUITsD. 1.4 VERIFY AT JOB SITE SPACE CONDITIONS, DIMENSIONS WITH PIPE, FIXTURES, AND EQUIPMENT SIZE PRIOR TO FA13RICATION OR INSTALLATION, COORDINATE REQUIREMENTS TO AVOID INTERFERENCE WITH OTHER TRADES. IS $USMIT $HOP DRAWINGS FOR ARCHITECT/ ENGINEER APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR INSTALLATION OP EQUIPMENT AND MATERIALS. 16 GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND WORKIANC441P FOR A PERIOD OP ONE YEAR FROM DATE OF ACCEPTANCE. 10 MATERIALS 2.1 PROVIDE SHUT -OPT VALVES FOR EACH FIXTURE AND AIR CHAMBERS WHERE BHOILN AND WHERE REQUIRED FOR PROPER PERFORMANCE OP THE SYSTEM. 22 PROVIDE DIELECTRIC FITTINGS TO CONNECT PIPING TO EQUIPMENT OF DISSIMILAR METALS. USE CLAMPS AND FASTENERS OP SIMILAR METALS OR ISOLATE THEM FROM PIPING AND 8LAB8 TO PREVENT CORROSION. 2.3 PIPING 2.3.1 DOMESTIC HOT AND COLD WATER: COPPER /USING TYPE 'K' OR 'L' WITH BOLDER JOINTS WOG BRONZE VALVES 125 P.BJ. MIN. PROVIDE PRE- MOLDED FIBERGLASS INSULATION FOR HOT WATER LINER. 2.32 SANITARY WASTE AND VENT: CAST IRON PIPING UNDER 8LA136, CAST IRON NO -HUB OR COPPER D.W.V. ABOVE P.Y.C. DRAIN PIPE AND FITTINGS MAY BE USED WHEN ALLOWED BY THE LOCAL JURISDICTION. 2.3.3 A/C CONDENSATE: P.V.C. SCHEDULE 40 PIPE AND FITTINGS. REVISIONS: 2. 3. a � FO 0 Z w E S c W M j i. `L V 0 LL Z � 0 G 8 . Z �� Z 0 N r SEAL: DATE: 01 /20/04 DRAWN BY: M. FRE LE CAD FILE: PROJECT No. SHEET No. A-.4 1 ELECTRIC UJATER HEATER 6CHEIDULE UNIT DESIGNATION WATER HEATER- 1 MANUFACTURER LOCHINVAR OR EQUAL MODEL No. KTA0DOKK GALLONS CAPACITY 50 SERVICE TEMPERATURE f10' UPPER ELEMENT 4,500 UJ LOWER ELEMENT 4,500 UJ • TOTAL WATTS 4000 W • ELECT. SERVICE AVAILA1DLE 1-60-240 LOCATION _ BHOUJN REMARKS: • NON SIMULTANEOUS WIRING EF .' .88 Rear) G1.0; "y,i t M / EXISTING j� CONDITIONS WATER LEGEND COLD WATER HOT WATER — Hw --- HW — HW HW - 4" ENTRANCE water suply plan SCALE: l /4': 1 "0 WATER SERVICE I N SOV L_ %y CGrE RE TE 'RAC POOL EQUIP. POOL HEATER 14 EXIST. ELECT. METER 3/4 "0 ELIEF —� LINE 6"I ABOVE GRADE A WATER HAMMER ARRESTOR SHALL 13E INSTALLED WHERE QUICK - CLOSING VALVES ARE UTILIZED, THE ARRESTOR SHALL DE LOCATED WITHIN AN EFFECTIVE RANGE OF THE QUICK - CLOSING VALVE ACCESS SHALL 13E PROVIDED TO WATER - HAMMER ARRESTORS -iA ELECTRIC WATER HEATER WITH t3 -YEAR WAFRRANTY, GLASS LINED TANK, DOUBLE ELEMENT NON - CONCURRENT ENERGY EFFICIENT INSULATION MEETING ASHRAE °:0A -1980 MINIMUM INSULATION R -16 COLD WATER--. BuPPL.Y GATE VALVE DRAIN VALVE SYSTEM No. W —L• --1021 (Forrr°..rly System No.404) F Rating -1 I-ir i Rating -1 Hr ,3/4'i GATE VALE 3/4' T SUPPLY 3/4' RELIEF LINL OUt61DE OF BUILDING SPILL 6' ABOVE FINISHED GROUND ASME PRESSURt TEMPERATURE RELIEF VALVE RELIEF PIPE TO HAVE AN OPEN END TO DRAIN OUTSIDE OF BUILDING 6' ABOVE GRADE ELECTRIC WATER 1-4E/ATER DETAIL NTS 0 WALL ASSEMBLY - THE FIRE RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY. SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES. A) STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM BY IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 3 - 5/8 IN. WIDE AND SPACED MAX 24 IN. OC. 8) WALLBOARD, GYPSUM* - TWO LAYER OF NOM 5/8 IN. THICK GYPSUM WALLBOARD AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX IS 1-1/2 IN. 0 THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A) STEEL PIPE - NOM 1 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE. A NOM ANNULAR SPACE OF 1/8 IN. REQUIRED WITHIN THE FIRESTOP SYSTEM. B) CONDUIT - NOM 1 DIAM (OR SMALLER) STEEL ELECTRICAL MATALLIC TUBING OR STEEL CONDUIT. A NOM ANNULAR SPACE OF 1/8 IN. REQUIRED WITHIN THE FIRESTOPSYSTEM. 0 FILL, VOID OR CAVITY MATERIAL* - CAULK - NOM 5/16 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS ON BOTH SURFACES OF THE WALL ASSEMBLY. ADDITIONAL FILL MATERIAL TO BE INSTALLED SUCH THAT MIN 1/4 IN. HIGH CROWN AROUND THE PENETRATING ITEM. THE RECTORSEAL CORP. - BIOSTOP 500 CAULK *BEARING THE UL CLASSIFICATION MARKING REVISIONS: 2. 3. N 0) P.. �I 0 z J 5 V 0 1-'• co IstC 0 W W � zCO (0 CO O ZM03 CO • � J W < LL co w I-- E Z ' a V/ w Ui a S JOo t , I mw CZ '00 Ca : as VZn O Ili 0 1. u. o t w o U w 0 O 8 - 03 cc w OC o' H z G +r a 8 o � Q 0 4) 8 u; Z •v J Z SEAL: C DATE: 01/20/04 DRAWN BY: M. FREILE CAD FILE: PROJECT No. SHEET No. le GAt5t. ?` TYP 5-rP. - r . 2A 0 CA t. . N dl 110 -n 1' R o4P ME MnsER "702_ .5 00o ALL 1150.0 io'• 0 •' . PAN'aLg +. 2$ 5 .SPAN 5.-d PA)4 . L ' g'•2` F .012 4 PA •e LS ?' ` 2 v:..4 1'T, kips P55 A6S No : WNelae SIMILAR. I Mosut - n4 oN rc >CA5u:( Ila14N`T.IFIA L.>?. 15K U'aPCo, ROOF ' .N4EMiCR (002 4042 , rs 35oo6r ALR. 17,50o cs' 0" PAIJF_t.S 21 S PAN r 4 O" 2 5 - co" PT. 'JAWS ROOF 1 r- isE.Q. 4O2 Gorot_r , Y5. 35oc o ALL 1-1500 � 1 D a1 PAN>rL 13 SPAN 5 d 14' 3.1 1a. 0" g N . 11412 PT. ktPS '42005 MEMbEP 4O ° 'OG3 -r ifs gs004 ALL. vz soo PANeL.. 11'- O'' 3PA s` - cam`. - C) O I 12'- I 13 -e0" Pl. Kt PS .1 .00 Cow urn N N N1(E AL. I1 aoo Y' SPAN 4o Qt, 2. --- �!$ 3 5ooa .055 d, O" PA Mai- 51- Q" 8`- 4" '4' ▪ o 8.11..44 FT. KtP5 ROOF, EAvE STI7•UT CHAU?. - co 0Co3 ra O '1 . r c)" `1- c>N R70f . M.EMPSIIRS 242. 6Tre.uv -'r ( 16000 4 L4. 8 Q A N 03. L. c:;, 9 cam' - R.1-1.a2o1 PT. 4G%NS SPADING N4T Ov EP� TCo' -F�" SeCTto 3' ARt; EA"rRUOet.) M.L.OY 1:ATa .NAL tS\d& R N4S IN tzla1.0 s HALt~ r E f LL 3 ?UP.', Peso-31st. 1'14M64R. X 03 'TYPICAL CON N ac - T'ION MK, sa4 , S1 b P.M'. 20 • st�Lla . . &t-F SIZE • A r4,00 p Mt:M98Ai z42x._ I t. ..L. '�+ b o.NG e to SCRSV4Se s At\11 S UP TO ds '2 04 :1. AoLTS r 1 • d. "To ' . 14 + .:5''• 4 - 114 m 18 -'3 " -. 2.1e: 4 2'4' - t`o 21: 6' 4.1/4; 21 -9" Yp X3'-2''• 4 ;• 4 :2 =a 11= LAG ' SCREWS ARS USED M u ST 1 3s 3'z;,' N1 uJ. N1IN IDGI 5AC A CONNECTION M kv- 1;')c 2 18' L - 2." 1„q . EA. Sloe. 14" /HKU sus � e) o L 1 2. 1 4 ' T N U N be.945 0..13: c4QLUSAN CONNsC TION ,MK Pv.Q\I IU A'T laA(',,}i *4 A : x 1 .,.' COLUMN H. AD MK 1(,^44 1140-.1 g►ZQ' ... _ T1! 3 • 2 x 2 '4 L '2" 1.ONC?.- aA. SIDS 20 24 --r4 s8-r .0.`ca•R3otic IN Co►JC.ON IN stoe 0p pso'crom Mem.104 tZ > d ct.o SEo .. ` !~Y.E#PJ4 w • • WA�Nt�.2 -�' ... Rnwt_ C LI4 M 5 >< 18 F1O�.DI POkOESR. I t`2 :4 CQ■G.• ze.54 t C o P. N : T? C rs c >~ aG 1•. tr (O LT'S Q• <i. r� • M 6 t-113 E f� xs • memegg. ' 2 0' BOLTS E3KUWN, BELLS & A1380 l NOINEERO .? S' r " 3 `. I`loTCF{' ?ITS Po .TION OP. RoOV 'PlEMEatZ . • ' ;" GoL;� M>~ 1 Q 1 N14 Zo2 W /Aooap I x Z ..' GoNc pL., Cfl /YLT T • R.Is•vcKLv, CW51. 11. ' C tx At•1 s.5. ,1 .5174 / i o , Nora; `tH 1 5 549 ET VOID UNL.eSS NAME e.at.ow Co1NCto1-ti VY1�'N NA i t ATTA( UO SKEET: sc4tat:ttri. • t>, -1,coI - OrY TO \ 3 /12 CA r 11,,.x! 611 •:*••IJ . 7 Iy1 (3aR- 20 N 1.0 9 d t 'AN 1 . 1 * r • t P 1 D CO P:'AL. 9tAa07,4%. F.1poraIo 1t DE.'t"A. S4 er ` M1 'r ' I lct ■it 41 f' @MS. x f . >I AMS , 484 SIUPPORTLQ ON QoY�s JNtss. 1A N DA D DETA OOP.- ALUMINUM SCREEN ,EN1CL QS►UR:. pQSt4tNt D .EXPReSSL`f.'PO. It t '. G'ENERA1::AOTa pp P•R z - , PRov * OPa P �llIN 41EZAC,IN4 (N - 4 E La 5 1L.L Dg.T. PLANQ: 'TNS g9OP VYHe^1 r,.. A - : ;1:a • Sttia 1 : ANICITN O0.Et3 LOSURc : 15 1.1 4S THAN 0101411-i , HA0N411 - ft 1'_ • • }, , - 3 (NJ to 4' 1' EtIcA 'Tr t.%s .. 0%)“.*.akert, 24.-' fn. t*NA ‘ 1 ,1 e ••• Gted r • if 11 I ,-4 11 __II IF ir 11 F z_ e Cit•.kee- Trusr. : t - W.^ NE • --r- z.'S' 2.,$` 1v 11 - .1 cN1 • - le' 3 OEM ANC1 OVER 10P CHORD c› 2.74: At r • x 4 LEDGER 80L 1E0 3'40" 0 f V 1 0 x 4. tr EXCEPT 113 iiff3 +In _ e . 4. 4` 1 ▪ •-•r [ OT ‘,./ • /.. t BEND'ANCHORS OVER TOP CHOHO • Z . - it. 4- 2‘3C 4 LEDGER OLTEO 3'-0" 0. r ct D c _ t5 4 -- 11. to" c:. t 1"V- 10 " -- e 4." • = CL-1 1-4 l- a - L 1 A - " BEND ANCHORS 9'/E[ •0P CHthio 2 x BOL rE cb 0 1 - • M ?.(:) t 4 . J r3 - V() z ,/o" / co" CINst t r_eA tVC) ,4\d/ rli PP` ` P • • 7 ` , 5,7 4 LEDGER 3'.0" 0, t-t r r :vv/ e " o, ' e -5 rv.le r. .Yte +1 S & VA. 'N‘X;ba"" V- . 1 - Vi - tek.) V. 4. / t‘• Qr. T^ " / z\- (.." t. / e -." 75 5 V■,/ e„.1 • tk • 5 `fr`le/0 c 5c7.■ `4\i/t) ak,1 ,c_k vvi -r," / et," . 2. ‹.." (2) • ) 4`. 0" • 1 r.t.1" a-4vGN r 1! :4 4,„..1 BEND ANCHORS 0`v.t.k TOP CHORD . \ O 4. TRU NOT' 'TO BE 8EARING ON INTERIOR PAN ITION3 UNLES3 80 OESIGNF.D, 4" MIN. TO 1AX. SPACE IIESWEEN 80T rom OF TRUSS ANQI PARTITION REQUIRM "3" " V." k. L Trek.ssva5 SQ14EMAile APPROVED 77. • c p \ Ok11. 2.'-e." (). 5'--0" V. . r•t. ; 24" d /40.40 . 4.4.1trz At ve ttGzeo r toitag f l f ttoreuswirworreataysgsAlcr1WFVL , '-a4 lit 34461 nr .„, I! !C • WA* ...rt. 4400 PONCS OZ L!014 JLdO. co,rRAcro Mr. J03 1:1AMK,141r _ : —1‘ - 1 11 DESIGN CRITERIA TRUSSED RAFTER SPACING = 2'.0" C /C LIVE LOAD DEAD LOAD CEILING DEAD LOAD MAXIMUM NAIL LOAD IQ5 LBB. /NAIL � 14II t 8 PLATE" _--- oia NAII. 3Q P.S.F 20 P.S.F 10 P.S.F. WsDGG R6MAWING PZOM 13/ o h) 12 =; `. CUT OF1: BOTTOM CHOZO LUMBER SPECIFICATION 14' -10" H t LF_ PM J ' CAL4 41' s ILO" TOP CHORD: Soirr1a RIJ PINE OZ DOUGLAS Pie Pato P BOTTOM CHORD: Myles M AzQJA WEBS: 1200P OODULAS. Pie DESIGN AT UNIT BTRESB INCREASED FOR . N ba,'T 'i'>� LOADING ON ',UM E( FR 3 -1 ' S HARDWARE 4 STAMPED FROM 20 0AUOE GALVAN12ED STEEL MANUFACtURED AND SUPPLIED BY UNITED TRUSSED ROOF CO., INC, AND BY H & T METAL BRACE CO. INSTALL PLATES ON BOTH SIDES OF TRUSS FACIE UNLES9OTHERWISE STATED FILL ALL PERFORATIONS IN SPECIFIED HEEL JOINT WITH S.PENNY' ORAWIND NUM9ER 3001 2 1240 s + 2480 — °$. ; = I% It 23 PLATG f l~� ` S NO. 6193 • STATE (lc "p), ,Ft 0R 1‘.1 ' r rot W3\ COPYRIGHT 1959 UNITED TRUSSED ROOF CO Q "1 - IRCs.% DIAGRAM cCALG t vi 1000 DATE: a-11- A9 V /O :GALE, M NQTSp . '/ • /�O`C— �Q- -t L PGCtAL 'eta --$d IT US$ 146 86 t48 pp 10. TOES 1324` cPAC6 DIAGRAM UNITED TRUSSED ROOF CO.. INC. AND H & T METAL BRACE CO., INC. INC. 6 d G f DRAWN SY- A. A. REVISED HANGER ` STRAP T fee, trusses Spiked To3.thWith. 21 d Nal (Spiked., One Pair 8'Add Third Truss Two Trusses Spiked Together With 12 d Nail 12 "% ■JOINT I NOTE: All members 2 "x 6" • Maximum sport of tied-in trussed rafters shall be 32'-0" SCALE IN FEET 560- (-.• 24$00 .1145 (no overhang this end ) ■ ' - 0,1 V-4 \ . V- 5 Iv \ > , GIRDER T Common trussed RAFTER \ - , \ ‘no overhaeg this end) 'COMMON TRUSSED RAFTER 4 1 0 -zel - 2 x 4 • r : t "%•••;=C;1`7....;.' ; 4 k. ",, 7 T x,7 ••."-• ' 1' • ' ' f•„, - ^ 4 ■ ' . ' ' , -1 •',,' e ,-,_ 4 , i ' = ' ; 2 • ', i %'',.,, , r gP' ''; :"`" , .gi• =k ..4 C4pitigili 1059 Untteist Tmi s4 Aoof go:i 140.; ''• - , _ i ';;'-• : ts„ • ; V A I Is 0 14St " - " ."1 = 4. ' UNITED TRUSSED ROOF CO., INC. JOINT - 34 1L Q , sf JOINT- 41 d F V-0" NOTE See po9es 25 -26 f hips 12 4 , - 4J" 0 2 COMMON TRUSSED RAFTER 22 0" 437 ,JOINT 42 b 2' 2 COMMON TRUSSED RAFTER SPANS 20'- 1" thru 22'- O" 3 0 L SCAL-E IN FEET 4. 5990 CopyslyLt }952 Ual:.d Trussed Rod Co. Lao. d e b O BOO S0, LE - I'• WO 502 671 NET TOTAL 831 • 1400 531 73 NET 916 TOTAL 1520 2 -4•S9 PEABODY & COMPANY Engineers and Consultants Ceaa+1o1d 1090 ;Jailed Trussed Rod Co. Ens 2 -11'2 :JOINT• 113 -. 3 JOINT-1H _O 20 . -0 .. Nc 4.3 7 O Q - !OHNr•99 J f '130$ 0'-0' NO. H NOTE Stress dto3r0tm for H•3 Same as for 20' - 0" Common (5*n 909.1. 22� +4210 14010 -3710 SCALE I `•60 PEABODY & COMPANY get 2.4 -59 W z 0 0 lV Common 24' SPAN SHOWN — ALL OTHER SPANS SIMILAR 8 4 980 5 .-0„ 5 _ 0• QA k 157w JOINT -30 NO H• I HT -3 293 283 579* 157* 3 IIO7* 4 0370, +9640 J0 2 � _v 1Nr 2aQ .X7047.20 JOINT, IO0 z E !i 41rA L Q • I13 ^•NT-I'9��1+•Wi -4q.1 JOINT -57 SCALE 1 "s 800 9 SCALE IN .FEET +7480 l 6401 -6640 - 744.0 e 765, , PfA B� . No•55 E N 5yg4 STATE OF C \O 0. \RfDE 8 655 * f 90 NET \ 1555 * TOTAL 2300 * TYPICAL TRUSSED RAFTER LAYOUT Copyright 1989 vatted Trued Rod Co. task PEABODY & COMPANY Engineers and Consultants C. ifg i 1909 Vatted?masd Rod Co /ma 8.8 -58 PEABODY & COMPANY Engineers and Consultants 0 L; to 0 0 -o , W 1- 7 0 N 4 J N V) K 1— J 4 U } UNITED TRUSS CO. NOTE: All top chords and ,ofters 2 s 6" COMMON TRUSS Q 754* NOTE: Stress diagram for H -6 some os above. 32 TRUSS NO. H 0 1 2 3 4 SCALE IN FEET 5 6 6 Scale 1 ". I000 f� e 1409 N E T 2120 TOTAL 1409 2120 * TOTAL PEABODY & COMPANY Engineers and Consultants +110^ 32 -0" 6 -1020 +5780 " -S•6 -5730 TRUSS NO. H -5 -1190 •32' -0" +6540 -5930 - 6080 NOTE: All top chords and ratters 2 "s 6" 12 7 O r � 4 a 1 2 - 16 rr NOTE All top chord* and rafters 2 "s 6" 2' -26" + 0 2 / \9 01 - 4 -770 Wirawfg,. qr lqii 1 mm=02: j H 44 32' -O" 2'- 2 1 O'2'- 6/2 NO. H -4 TRUSS NO. H -2 3 5 / S • 0 1 2 3 4 5 6 SCALE IN FEET 358* I` 342* 321* a r +7060 221 0 1 2 3 4 5 6 SCALE IN FEET +7360 +7200 +6490 1 500* 8 100 + 7070 550 4 6 9 452 • 458* - 6520 -7170 Sc o le: l" -1000 t 1463 r NET 2120 * TOTAL 1500 NET 2120 TOTAL S cale , 1"• 1000 9 1528 * NET 2120 TOTAL -7060 -7210 Scola:I "• 1000 h ~ h 1 403 * NET 2120 TOTAL 655 9 ih I I d Scale. I . 1000 PEABODY & COMPANY Engineers and Consultants i a b 592* • PEABODY & COMPANY Engineers and Consultants 1647 9 .. ..s .�ui.R . s .4 -r...C`-'1.y...C.y:.ait. 1 (...7.4., tv.„...1. ____ _ - - ' If:ir- h,� - . : ii: wT ' • ..- <Tr i, . .rh... � *.rin:. 13 " � " *... - :1n�ir. w,��.iw R w?+•,±..v,. �' y „sn - ... ;"rl'�r _ r.q,..+R'T`s•a , re 9w 7'µi !.!"^:r."••• v . xc.-- �.w.+.v..r t m- , 2t 7w "*""r ��