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J.a *.. • z V M Y C - M - -- y _, TITLE: FLOOR PLAN REVISED BY: :31VO :SN2MW321 -TIN PROJECT: 973 Northeast 95th Street, Miami Shores, Florida. 33138 LO) DRAWN BY: EMM CHECKED BY: EMM ATTACHMENT NO.: ATTAC H M ENT# DRAWING FILE NO.: 2003 -013 DATE: 04/22/03 SCALE: NOTED SHEET NUMBER: lOF PROPOSED DOORS / WOOD DECK TO THE RESIDENCE OF: 913 Ncrthst 9 Street, Miami Snores, lorJc1. 33138 DETAIL EXIST. 5" CONC. BLK WALL TO REMAIN SREAK EXIST. 5" CONC. SLK WALL FOR NEW TIE DOWN NE1U TIEDOtILN 1- • 5 3AR IN GROUT FILLED CELL. FROM FROM KG. TO TIE 5M. (TYP) .1 • N DETAIL 3/4" EXISTING 8 "x 12" CONC. TIE SEAM DOWEL 4 EPDXY GROUT * 5 VERT. SAR INTO EXIST. CONC. TIE SM. 4" MIN. EXISTING S" CONC. SLK PROVIDE 1 * 5 VERTICAL DOWEL 4 GROUT FILL EACH CELL EXISTING 10 "x 16" CONC. FTG -- DOWEL 4 EPDXY GROUT * 5 VERT. BAR INTO EXISTING CONC. FTC. 4" MIN. NEW GROUT FILLED CELL DETAIL S.H. 25 ALUM. WINDOW (+4b 00) 1 (-48.94) a 11' -3" EXISTING KITCHEN 6' -I • RELOCATE EXISTING WNDOW (54' x W) A1LNNG TO NORTH WALL EXISTING WINDOW TO BE REMOVED 1 BLOCKED -UP NEW TIEDOLN 1- • 5 BAR GROUT FILLED CELL. FROM FIG. TO TIE BM. (TYP) 1 t OG G K p D TO BE REMOVED . REMOVE EXISTING WNDOW 4 PROVIDE NEW 1- 2' -6 "x 6' -8' WOOD FRENCH DOOR WOOD DECK AREA — 752 S.F. SWITCH R NT (1) • 5 IN GROUT FILLED CELL /6' -4' EXISTING FLOOR PLAN (2) 2' -6' X 6' -8' ALUM. DRENCH OR. ZONE 5 33 S.F. ( +42.86) (- 55.00) ZON 31-0' E 5 40 'S.F.' FRENCH ( +42.28) (-53.84) 3' -10" REMOVE EXISTING WINDOW 4 - PROVIDE NEW 2- 3' -0' x 6' -8' WOOD FRENCH DOOR NEW tIEDOQJ,N I- • 5 BAR N GROUT FILLED CELL. FROM PTG. t0 TIE BM. (rrP) L sot EXISTING RESIDENCE 1" x 4' P.T. WD. BUCK W/ I/4" X 1" "TAPCON " SCREWS • 4' FROM THE ENDS 4 4 15" 0.C. MAX. ELSEWHERE, EMBEDDED IN CAULKING DOOR/WINDOW BUCK DETAIL 1 -1/2" JAMB / HEAD SIMILAR 1/4" IMPACT RESISTANT GLAZING OR STORM SHUTTERS 6' -4" PROPOSED WOOD DECK NEW ZREMOvE EXISTING WINDOW 4 SWITCil PROVIDE NEW 2- 3' -sDr x 6' - 8 11 WOOD FRENCH DOOR NEW TIEDOWN 1- • 5 BARN GROUT FILLED CELL. FROM FTC. TO TIE BM. (TYP) 6' - 0" 5' -8" EXISTING DOOR TO REMAIN WINDOW BUCK DETAIL 1-1/2" SILL PROPOSED WOOD DECK 4' -8 7./ MARBLE SILL IMPACT RESISTANT GLAZING OR STOW SHUTTERS CAULKING ALL AROLND 4" x 6' CONC CAP (1) • 5 (2) 3' -0" X 6' -8" ALUM. FRENCH DR. ZONE 5 40 S.F. ( +42.28) (- 53.84) NEW SWITCH 15' -9" 6' -4" RE11OVE EXISTING: WINDOW 1 PROVIDE NEW 2- 3'4) x 6' -8" WOOD FRENCH DOOR NEW TIEDOUN 1- • 5 BAR N GROUT FILLED CELL. FROM KG. TO TIE BM (TYP) EXISTING WNDOW TO RE1AN EXISTING BEDROOM Eusebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 5P1_ I CE LENG11-1 TITLE: WOOD DECK PLAN REVISED BY: :31V0 REMARKS: 'ON PROJECT: 973 Northeast 95th Street, Miami Shores, Florida. 33138 LOMOI DRAWN BY: EMM CHECKED BY: EMM ATTACHMENT NO.: ATTACH MENT# DRAWING FILE NO.: 2003 -013 DATE: 04/22/03 SCALE: NOTED SHEET NUMBER: 2 0F 3 STRUCTURAL and GENERAL NOTES 1. SOIL STATae4T. A YIS TAI. INSPECTION OF SOIL INDICATES UNDISTURBED BAND AND LIMEROCK WITH AN ALLOWABLE 13M CAPACITY OF 20 K8?. (UNLESS NOTED OTHERWISE) PRWIDED PROPERLY COMPACTED NON - ORGANIC PILL TO 95% MODIFIED PROCtOR G 011 -ER AREA FOOtN3S SHALL BEAR ON SAID MOISTURISED SAM AND ROCK 2. CONCFIETEI A COMPRESSIVE STRENGTH GF CONCRETE AY 28 PAYS NON- STRUCTURAL SLABS CN FILL 2500 P.S.I. ALL OTHER CONCRETE 3000 P.61 ES. TEST& A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YD& OR PORTION THEREOF. SPECIMENS SHALL BE TESTED ACCOFDNG TO AS111 C -33 ONE At 3 DAYS Ot.EAT1 DAYS AND THREE AT29DAYS G REPFORCNG STEEL SHALL HAVE A MNIMIJ1 CLEAR COYER AS FOLLOWS. I) CGTTE POURED AGAINST THE EARTH - 3' 2) CONCRETE EXPOSED TO EARTH OF WEATHER • 5 OR SMALLER - 1 V2' • 6 OR LARGER - 2' 3) CONCRETE NOT IN CONTACT WITH THE GROUND BEAMS AND COLUMNS - I V2' SLA.B3 AND WALLS - 3/4' a RIENFORCNG 811=1 A RENFORCNG BARS MUST CONFOT41 WIN ASTM A6I5 GRAPE 60 D. LLELDED WIRE FABRIC MUST CONFORM WITH ASTM A -185 AND MUST BE SUPPORTED al SLAB BOLSTER SPACED AT 36' MAXIMUI ON CENTER G FABRICATION MD DETAILING ACCORDNG TO xi 35 -95 P. ALL ACCESSORIES Mt HAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION 4 MASONRY WALLS: A ALL MASONRY 51401 TO 6E BEARIJG ON PLANS MUST DE ERECTED PRIOR TO THE STRUCTURE ABOVE BENG ERECTED 13. MORTAR MUST CGt`FOF41 WITH A6T11 0210 TYPE M (2000 P.5)) C. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C90, GRADE N, TYPE I, NORMAL WEIGHT WITH Fn•I500 PSI P. GROUT FOR FILLED CELLS, SHALL CONFOR1 TO ASTM 0416 WITH 2000 PSI STRENGTH AT 25 PAYS. E RENFORCN4 USE DURAWALL TRUSS TYPE • 9 GAKsE RENFORCING EVERY OTHER COURSE. USE VERTICAL REINFORCING BARS AS SPECIFIED ON THE PLANS AND GROUT FILL BLOCK 2" x Si P.T. WOOD pECK NAILED W/ 16d GALV. NAILS TO2x8 LID BEAMS BELOW.. 2'x8 "P.T. JOISTS• 16 0.C. "LISP" �JL�26 CA JOIST HANGER t1V 4-104 t g 70 JOIST p R TYP. 2' x 8" P.T. WOOD BEAM WI/ 2 - 1/2' THRU BOLTS. INTO 4" x 4" P.T. WOOD POSTS 4" x 4 " P.T. WOOD POSTS W/ 7 - � RU BOLT 12' t X 14" DEEP CONC. FOOTING WOOD STEP DETAIL 3/8" N AILED LV 16d DECK NAILS TO 2 x 8 WD BEAMS BELOW.. 2' x 8' P.T. WOOD JOISTS a 16" O:G " "U � 66 " 1 04 N L L g OJ HANGER lW 4-104 TO NAILS JOISTS. TYp. 2' x 8" P.T. WOOD BEAM 1.11/ 2 - 1/2" THRU BOLTS. INTO 4' x 4" P.T. WOOD POSTS 4" x 4" P.T. WOOD POSTS BOLTED TO2x8WDBM IU/ 2 - 1/2" THRU BOLTS. TYP. 12' $ X 24" DEEP CONC.. FOOTNG 12" 5. WOOD WOOD POST DETAIL 3/8" A WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDNG CODE REQIIREMEM6. SUBMIT SHOP DRAWNGS BEARINCs THE SEAL OF A PROFESSIONAL ENG + R WITH FLORIDA REG ISTRATION. Ek ALL WOOD MEMBER MIDST HAVE A MINIMUM OF Fb ■ 1200 P.8.1 EXCEPT FOR 4 X12 HEADER BEAMS WHICH MUST HAVE A MINIMUM OF 1500 P.5). G ALL WOOD N CONTACT W/CCNCRETE, MASONRY, OR LATH SHALL BE Pr SSURE TREATED AS PER TI-E 'AMERICAN WOOD - PRESERVERS A66OCIATICN'. Q STRUCTURAL STEEL' A PIPE COLLINS MUST CCf041 WITH ASTM A53 GRADE 8. PLATES AND ROLLED SECTIONS SHALL BE ASTM A -36 TUBE SECTION COLUMNS TO CCNFOI 1 WIN AVM A -500 GRADE E. EIS BOLTS MUST CCf+FORM WITH ASTM A -323 C. PROVIDE TWO SH0P -COATS OF RUST PWI6ITNG PANT. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH ALSO SPECIFICATION" 7. SLABS ON FILL= A. TO BE PLACED CN CLEAN, NON-ORGANIC 6011 THOROUGNL.Y M018TETED IMMEDIATELY BEFORE CONCRETE 16 POURED. CONCRETE 16 TO BE PLACED CN 0006 N VISQIEEN VAPOR BARRIER SLABS ARE TO ESE PLACED N A '+CI4:CKERBOARD' 8E0.1E 4E. EACH SEGMENT OF Uk1IC44 IS NOT TO EXCEED A MAXIMUM AREAS OF 325 SQ. FT. OR 30 LINEAR FEET IN ANY CNE DIRECTION. 8. APPROVALS A SUBMIT SHOP DRAWINGS FOR ITEMS 3'5 AS ABOVE a SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOvE 9: COORDINATION A COORDINATE ALL DIMENSIONS, ELEVATIONS AND OFEMINGO WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS REPORT MY DISCREPANCIES TO OUR OFFICE. Es. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWNGS AND AT THE J0S SITE AND IMMEDIATELY REPORT ANY NCONGISTENCIES TO THE ARCHITECT PRIOR TO FADRICA11GN C. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER N U TNG, OF ANY DISCREPANCY N 11-E DRAWINGS OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO ANY ACTION CN HIS PART. FAILURE TO DO 60 WILL MAKE HIM RESPONSIBLE AND LIABLE UNDER HIS PART OF HIS CONTRACT. D 5' -4 2x12' WO. TTIEAEDS 2'x12' WO. T,!EAiDS 4" MO 5' -2 'I N 4 " p . P0616 B V2' ea T� 3 1 1'P. TO 2" xIs PS 110010 Y " 1 BBM3 ' x 2" MTLL.. A �� ES. 4 V4" THRU BOLTS N 4" 6' -I1" 2'x8' WD. JOISTS 0 1 S' 0.C. 2" x 8' P.T. WOOD LEDGER ANCHORED TO BOCK WALL LLVI/2'AB.o24 "O.C. EXISTING RESIDENCE PROPOSED WOOD DECK 1/4" WOOD DECK AREA - 752 S.F. 36' -0" 4" d LW 4.1 NAILS TO .E 13. pER 6' -II" 2x12' WO. TREADS 2'x12' WO. TREADS 4' L O 6'-II" N N it 4" 3' -0" 1' -8 2'x12' ND. TREADS 2'x12' WD. TREADS 2'x8' WO. JOISTS 0 18' O.C. 16' -5" 4" 2' x 5" P.T. WOOD LEDGER ANCHORED TO BLOCK WALL 111/ I/2' AS •24' W.I.0 6'x8' "LISP' JL26 GAIN. JOIST HANGER 6 4. t AILS TO J018t RTYp. 2'x8' WD. JOISTS 0 16' 0.C. 4' Eusebio M. Mora Architect Re. LTC. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 TITLE: GENERAL NOTES • :A8 Q3SIA3 1 :3140 :Sx21bW321 '0N I PROJECT: 973 Northeast 95th Street, Miami Shores, Florida. 33138 LOI DRAWN BY: EMM CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2003 -013 DATE: 04/22/03 SCALE: NOTED SHEET NUMBER: 3 of 3 SECURITY AND FORCED ENTRY NOTES ALL EXTERIOR DOORS, WINDOWS, GLASS AND GLAZING SHALL COMPLY AND BE PROVIDED WITH INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 36, SECURITY AND FORCED ENTRY OF THE FLORIDA BUILDING CODE, LATEST EDITION MAW ENTRANCE DOOR SINGLE DOORS SHALL SE LOCKED WITH COMBINATION DEAD LATCH AND DEAD BOLT SETS WITH A LATCH THROW MINIMUM OF 1/2" AND DEADBOLT WITH A MINIMUM THROW OF 1" KEY OPERATED FROM THE EXTERIOR ALL WOOD JAMBS SHALL BE RABBETED TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCK AND LATCH. DOORS SHALL BE INSTALLED WITH A VISION SCOPE. ALL HINGES EXPOSED TO THE EXTERIOR SHALL NAVE NON - REMOVABLE PINS. DOUBLE DOOR: TI-4E ACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL HAVE LOCKS AS REQUIRED FOR SINGLE DOORS OR HAVE MULTIPLE POINT LOCK WITH 5/8" MINIMUM THROW BOLTS AND INSERTS, OPERATED BY A CYLINDER LOCK THE INACTIVE LEAF SHALL HAVE A MULTIPLE POINT LOCK WITH 5/6" MINIMUM THROW BOLTS AND INSERTS. EXPOSED HINGES ON DOORS SHALL HAVE NON REMOVABLE PINS. GARAGE TO LNWQ AREA DOORS: THESE DOORS SHALL BE LOCKED WITH ,A LATCH AND A SINGLE DEAD SOLT WITH A 1" MINIMUM THROW, OR A COMBINATION DEADLATCH AND DEADBOLT. GARAGE DOOR OVERHEAD DOOR SHALL BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS AND INSERTS, ENGAGING AT LEAST TWO OPPOSITE SIDES WITH A MINIMUM OF 5/6" PENETRATION. VENTS SHALL NOT EXCEED 5" IN LEAST DIMENSION AND SHALL NOT BE CLOSER THAN 40" TO THE INSIDE LOCK ACT1vATING DEVICE. SLIDING GLASS DOOR& SLIDING GLASS DOORS SHALL BE INSTALLED AND CONSTRUCTED SO THAT PANELS CANNOT BE LIFTED FROM THE TRACKS WHEN IN LOCKED POSITION. DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE NOR SHALL ANY DOOR LEAF WHEN CLOSED AND LOCKED BE OPERABLE FROM THE OUTSIDE SLIDING DOORS SHALL BE LOCKED WITH A PIVOTED HOOK TYPE SINGLE BOLT. TO RESIST SLIDING ON THE DOOR BY FORCE AND SHALL BE REINFORCED IN THE STRIKE AND LOCKED AREAS TO MAINTAIN BOLT STRENGTH EFFECTIVENESS. OTHER EXTERIOR DOORS EXTERIOR DOORS IF OPERABLE FROM TI-4E EXTERIOR SHALL WAVE AT LEAST ONE LOCK THAT IS KEY - OPERATED FROM THE EXTERIOR WHERE A KEY -IN- THE -KNOB TYPE LOCK IS USED, PROVIDE AN AUXILIARY SINGLE DEAD BOLT LOCK KEY OPERATED FROM TI-4E EXTERIOR METAL GRATES AND GRILLE -TYPE DOORS SHALL BE PROVIDED WITH LOCKS DESIGNED TO PREVENT REACHING THE INSIDE ACTIVATOR FROM OUTSIDE DOORS. LOUVERS SHALL NOT SE INSTALLED IN THE EXTERIOR WALL OF AREAS REQUIRING SECURITY UNLESS THE LOUVERED AREA IS PROTECTED BY INTRUSION SECURITY DEVICES. UGHT1NCT: FOR TI-4E PURPOSE OF SECURITY THE AREAS IMMEDIATELY OUTSIDE OF EXTERIOR DOORS SHALL BE ILLUMINATED BY VANDAL - RESISTANT GLOBES AND SUCH ILLUMINATION SHALL BE ACTIVATED DURING THE DARK PERIOD OF EVERY DAY. OPEN PARKING LOTS AND ACCESS THERETO, PARKING AND NON - ENCLOSED AREAS UNDER OR WITHIN BUILDINGS AT GRADE SHALL BE PROVIDE WITH A MAINTAINED MINIMUM OF ONE FOOT - CANDLE OF LIGHT ON THE PARKING AND WALKING SURFACES FROM DUSK UNTIL 10 MINUTES AFTER THE TERMINATION OF BUSINESS EACH OPERATING DAY. WINDOWS WINDOWS SHALL BE LOCKED WITH DEVICES ON THE INSIDE CAPABLE OF WITHSTANDING A FORCE OF 150 1 . POUNDS APPLIED IN ANY OPERABLE DIRECTION AND WITH QUICK - OPENING DEVICES SO THAT THEY MAY BE READILY OPENED FROM TI-4E INSIDE IN CASE OF EMERGENCY. WINDOWS SHALL BE CONSTRUCTED THAT WHEN FIXED OR LOCKED CANNOT BE REMOVED FROM THEIR FRAMES FROM THE OUTSIDE. HINGE PINS OF ALL EXTERIOR OPERABLE WINDOWS SHALL HAVE NON - REMOVABLE PINS OR BE OF INTERLOCKING STUB TYPE AND HAVE NON - EXPOSED SCREWS. BURGLAR GUARDS BURGLAR GUARDS IF PROVIDED SHALL BE INSTALLED WITH QUICK OPENING DEVICES SO THAT THEY MAY BE READILY OPENED FROM THE INSIDE FOR EMERGENCY EGRESS AND SHALL BE SO ATTACHED THAT WHEN OPENED THEY WILL NOT DROP TO THE GROUND. DECORATIVE MATERIALS PROVIDING COMPARABLE PROTECTION SHALL SE ACCEPTABLE IN LIEU OF PLAIN METAL BARS AND GRILLES. OTHER INTERIOR DOORS: EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN CASE OF AN EMERGENCY. SITE NOTES 1. PROVIDE ALL SITE CLEARING, EXCAVATION, FILL, BACKPILL, ROUGH, GRADING, SUB - GRADES AND COMPACTING AS INDICATED IN THE CONTRACT DOCUMENTS. 2. TREES TO REMAIN AND /OR RELOCATE AS SELECTED BY OIUNERSHALL BE PROTECTED AS REQUIRED 3. TREES TO BE REMOVED SHALL BE CUT AS DIRECTED BY OWNER ALL 81TE CLEARING DEBRIS AND TREE STUMPS SHALL BE REMOVED FROM JOB SITE 4. IF SIDEWALK IS PROVIDED IT SHALL BE AS DIRECTED BY TI-4E CORRESPONDING PUBLIC WORKS DEPARTMENT 5. COORDINATE WITH MECHANICAL, ELECTRICAL, AND LANDSCAPING PLANS FOR WATER LINES, DRAINAGE PIPES, UNDERGROUND ELECTRICAL CONDUITS IRRIGATION SYSTEMS AND ANY CONCEALED INSTALLATION THAT COULD BE DAMAGED 6. MAINTAIN SITE CLEAN OF CONSTRUCTION DEBRIS 1. PROVIDE CERTIFIED SOIL TREATMENT PRIOR TO POURING OF SLAB a. REFER TO SITE PLAN FOR SEWER DISPOSAL SYSTEM DRIVEWAYS GRADING AND FENCING STRUCTURAL and GENERAL NOTES t SOIL STATEMENT: A. VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED SAND AND LIMEROCK WITH AN ALLOWABLE BEARING CAPACITY OF 2.0 KSF. (UNLESS NOTED OTHERWISE) B. PROVIDED PROPERLY COMPACTED NON - ORGANIC FILL TO 95 % MODIFIED PROCTOR C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK 2. CONCRETE: A. COMPRESSIVE STRENGTH OF CONCRETE AY 2a DAYS NON- STRUCTURAL SLABS ON FILL 2500 P.S.I. ALL OTHER CONCRETE 3000 P.S.I B. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YDS. PORTION THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C -39. ONE AT 3 DAYS ONE AT 1 DAYS AND THREE AT 29 DAYS C. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS: 1) CONCRETE POURED AGAINST THE EARTH - 3" 2) CONCRETE EXPOSED TO EARTH OF WEATHER O 5 OR SMALLER - 11/2" * 6 OR LARGER - 2" 3) CONCRETE NOT IN CONTACT WITH THE GROUND SEAMS AND COLUMNS - 1 1/2" SLABS AND WALLS - 3/4" a REINFORCING STEEL: A. REINFORCING BARS MUST CONFORM WITH ASTM A615 GRADE 60 B. WELDED WIRE FABRIC MUST CONFORM WITI-4 ASTM A -165 AND MUST BE SUPPORTED ON SLAB BOLSTER SPACED AT 3 OR MAXIMUM ON CENTER C. FABRICATION AND DETAILING ACCORDING 10 ACI 315 D. ALL ACCESSORIES MUST NAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION 4. MASONRY WALLS A. ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO TI-4E STRUCTURE ABOVE BEING ERECTED B. MORTAR MUST CONFORM WIN ASTM C210 OR TYPE M (2000 P.S.I.) C. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C90, ON GRADE N, TYPE 1, NORMAL WEIGHT WITH FM =1500 PSI D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C416 WITH 2000 Pei STRENGTH AT 2S DAYS. E. REINFORCING: USE DURAWALL TRUSS *9 GAGE REINFORCING EVERY OTHER COURSE. USE VERTICAL REINFORCING BARS AS SPECIFIED ON THE PLANS AND GROUT FILL BLOCK 5. WOOD= A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE REQUIREMENTS. SUBMIT S1-40P DRAWINGS BEARING THE SEAL OF A PROFESSIONAL ENGINEER WITH FLORIDA REGISTRATION. SPECIFY BOTH PERMANENT BRACING AND THHAT WHICH IS REQUIRED DURING CONSTRUCTION. B. ALL WOOD MEMBERS MUST HAVE A MINIMUM OF Flo a WHICH MUST HAVE A MINIMUM OF 1500 P.S.I. C. ALL WOOD IN CONTACT W /CONCRETE, MASONRY, OR "AMERICAN WOOD- PRESERVERS ASSOCIATION ". 6. STRUCTURAL STEEL. 1200 P.S.I. rXCEPT FOR 4 X 12 HEADER BEAMS LATH SHALL I5E PRESSURE TREATED AS PER THE A. PIPE COLUMNS MUST CONFORM WITH ASTM A53 GRADE 13. PLATE :5 AND ROLLED SECTIONS SHALL BE ASTM A -36 TUBE SECTION COLUMNS TO CONFORM WITH ASTM A -500 Cs RADE B. B. BOLTS MUST CONFORM WITI-4 ASTM A -235 C. PROVIDE TWO SHOP -COATS OF RUST INHIBITING PAINT. FABRICATION AND ERECTION SHALL BE ACCORDANCE WITH AISC SPECIFICATIONS 7. SLABS ON FLU ,4. TO BE PLACED ON CLEAN, NON - ORGANIC SOIL THOROUGHLY MOISTENED IMMEDIATELY BEFORE CONCRETE 15 POURED. CONCRETE IS TO BE PLACED ON 0.006 114 VISQUEEN VAPOR BARRIER SLABS ARE TO BE PLACED IN A "CHECKERBOARD" SEQUENCE. EACH SEGMENT OF WHICH IS NOT TO EXCEED A MAXIMUM AREAS OF 325 SQ. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION. 8. APPROVAL& A. SUBMIT SHOP DRAWINGS FOR ITEMS 345 AS ABOVE B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE C. A/C CONTRACTOR SHALL SUBMIT FOR ARCHITECTS APPROVAL SHOP DRAWING WHICH SHOW DUCT SIZE 4 LAYOUT, EQUIPMENT SIZE, MANUF, MODEL *AND COMPLIANCE WITH ENERGY CODE REQUIREMENTS SHOWN ON THE DRAWINGS. A/C CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROVIDE A SYSTEM WITH ADEQUATELY AND ECONOMICALLY ACHIEVES COMFORT LEVELS OF HEATING, COOLING, AND DEHUMIDIFICATION IN ACCORDANCE WITH A61-4RAE STANDARDS. 9. COORDINATION: A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITI -4 ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE. B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS AND AT THE JOB SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO THE ARCHITECT PRIOR TO FABRICATION C. GARAGE SHALL BE PROVIDED WITH A PERMANENT SIGN WITH 1/2" HIGH LETTERS LOCATED ON THEIR INSIDE FACE OF ANY EXTERIOR DOOR READING: " DANGER DO NOT OPERATE ENGINE WITH DOOR CLOSED. CARBON MONOXIDE EMISSION IS LETHAL" D. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT /ENGINEER IN WRITING, OF ANY DISCREPANCY IN THE DRAWINGS OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO ANY ACTION ON HIS PART. FAILURE TO DO SO WILL MAKE HIM RESPONSIBLE AND LIABLE UNDER HIS CONTRACT. MATERIAL LEGEND . • a. 44:. • . SYMBOL LEGEND 001 CONCRETE BLOCK ( OEC Sm ll Scale CONRETE ) (Large CONCRETE Large Scale) PRECAST CONCRETE BRICK SLATE MORTAR BED / STUCCO SECTION MARKER DETAIL SYMBOL ELEVATION SYMBOL NORTH ARROW ROOM NAME OR NUMBER 10 -0" TO STUD 1o - 1" TO MASONRY II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II STANDARD DIMENSIONING METHOD STEEL Illlllfllllflfffllfl PLASTIC (r5) PARTITION CONCRETE BLOCK FINISH WOOD ROUGH WOOD (BLOCKING) COMPACTED FILL BLANKET INSULATION RIGID INSULATION DOOR NUMBER WINDOW SYMBOL COLUMN AXIS DESIGNATION ELEVATION MARKER C 1035 EQUIPMENT SYMBOL //-K2(1. Eusebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 04/01/03 18 ;30 FAX 306684782' 2 o 41 OHM/. OWE 102 RANI. PLO MK Ern TELEPHONE t1A_ PAR Mg �'fa PRAWN eY: lUu %Ina OlUtittlfit,3 ant* LAND SURVEYORS MIRKY 1' 14 EHEET HP%....rm\ — �' P •+ Survey of Lot: 24 -25 Block: 76 gbdiv According MIAMI the SECTION NO' Blor at ad the Plat thereof f as records recorded MIAMI- DADE O. i da. at Page ; g �3 No. . 37 of the public 03/31/2 property.Address: 973 NIA 95 S'1'► MIAMI SHORES, FL 33138 For: KENNETH SOLOMON I� ! - RE1" + ' . ka- • • • A euq PROPR;7P`f 0 • a V � - - Aa Orel, ****** 5,40 $ AO ••/•• •hi.,.f1• •A •-. Aa •e•f• /. l e ' I• toNU• ... •. .AL.,. '.. l.rd•h OiM•n /i•Y •F - • '. 1 ■1 LOCATION SKETCH Scale 1" Ia + . / t e: wt l• I.• V 5-r TA A D t ij. : . . + 11111 v .1 ft • V MOZEO1AT1 16 PWP f,N0.•POUtO TIM. II /K PAM •PORMV PEYER54 No• OiUmONGt PAS. t pt.•PM 1B TROP. COit• . E.•AN PT.. FEET, MT FlA A R YPl/P:NT• ,• 4@AALNA1tOTIPL MhS• T.WXIL HOOP. 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A yT4 1T(0061$01OReNDTOAMY toes T¢tt�J FT9o9N ! »w6 w�uT•o».ene•W LtNOt>e(D Situated in Zane: X Cotmminity /panel /S uffiX: Date of Firm% 07/17/1995 Base Flood Elevation+ Certified to: KENNETH BOLOMoN TICOR TITLE INSURANCH COMPANY FLORIDA TRUST TITLE SERVICES/ INC. WILL CALL Lam' Imooaiov WOOD rem GHNN Lim( F` E• mike. W/4.1. t09 W) 003TRt 3 O.,EVAT(/ht'1• PROposeV ELEVATIONS. 1),a Omint,t 0 T I M �p 9 A! Res Op1yrt . TOPQIDMP MMa. • etc" eam oeAJta TO W NtiV,R 0P TA7(. �. 7MS to A 9P PDIftO PtJ'W096 �'EY• 4). TNIS OLoOn N11} OO kmARY CVAVet i6 1:131efG THA Trg9, TYSURVEW I HEReep Gt$i O THCP t t@ W t C M WWY300,COWUESTOTH' ia *noCdCALSfANOAROe A3 MT PORTNaV THE nano. Room 0i PROTEESTONN.LOO 1•EMOR1M cl4Apitr e1017- 6,F•ArmA TA OATe STRAIFVE 00 MV 1 o HDA.(I(T.P 120652- 009 - J 3 -3t-o B,�.Y,�i.-.,fpa� - Ia WASD OP NetD w0R10. MALL pT�(IOCtPi LA}O RVaYOR y MATE 0PrONIpILt 00PIE!iOli 131 EY "A4 • OC°LOf TNEATTEMM9tA:4) tPt�V REtAS4GA_.— AeVt�O SEAL. 04/01/03 16131 FAX 305554762' .N 7th 1110E07 Ant 101 33i 20 T L Q t 1300) 220 -3171 FAX 4305) 2111 -D]2P OR AM Bri 1,0046 LO 010 C)476 UIP NOVA SURVEYORS prima puruivers LAND SURVEYORS POUNPARY SURVEY ems L.: act tcrr -a BLOCI476 tars HLOCK16 sunny No, 0.1 - 032 SHEET No,- _.-F—GF —R.. CL ).70' Lars NLOCK.76 LOT-2 DLOCKr76 !00,00' V1003 /003 ?JP 1 /2• P.LP t /2• NO CAP NO CAP 8/C ul u1 z , NORTH J 17 ft, 1 ft, 6 r1 - In, SKIMMER 5 DEEP 100 ft. PROPERTY LINE 34 ft. POOL 17' X 34' 3' TO 5' DEEP Vt)O Ft C�131Ftr' : Sr-IF-CLOSING/ OSING/ SrL r- LOCKING GAZES FZQUI��ED FENCE: 4' HIGH (MIN.) AND NON-CLIMBABLE IF NEIGHBORS REMOVE FENCE/ 'MALL, OWNER MU3 1 REPLACE E WI A 4' FENCE ON OWNER'S PFiOF'E43TY TRELLIS 'DECK 3 DEEP 8 m RESIDENCE DESIGN PER FLORIDA BUILDING CODE 424.2 INCLUDING BUT NOT LIMITED TO 424.2.6.6 ENTRAPMENT PROTECTION FOR SUCTION INLETS 424.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS GENERAL NOTES ,STRUCTURAL 1) PLANS DESIGNED PER 2001 F B C. 2) THE SITE SHALL HAVE UNDISTURBED SAND, ROCK, SAND AND ROCK, WITH A MINIMUM BEARING VALUE OF 1200 PSF. 3) THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS SOIL CONDITIONS IN THIS AREA HAVE BEEN BY PAST EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS PROJECT 4) ALL CONCRETE SHALL CONFORM TO A.C.I 319 -77. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITE/SHOTCRETE) AND 2,500 P.S.I. FOR POURED CONCRETE. 5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR NEW BILLET STEAL CONFORMING TO A_T S.M.-15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN ACCORDANCE WITH A.0 I. STANDARDS AND SPECIFICATIONS PIPING. 1) ALL POOL PIPING SHALL BEAR THE N S.F. -PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V C MIN POOL PIPING TO COMPLY WITH F.B.0 POOL EQUIPMENT TO APPLY TO F B C MARS POOLS 1000 E. ATLANTIC BLVD. POMPANO BEACH, FL. 33060 SUITE 11 (954) 214 -2844 www.marspools.com SOLOMON RESIDENCE 973 NE 95 STREET MIAMI SHORES, FL 2) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F B.C. F. PeEe 407 Consulting Engineering 3200 Port Royale Drive N. #712 Ft. Lauderdale, FL 33308 954 -938 -9760 POOLDESION,NET 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 3',1060 (954) 941 -1124 info @sWimmingpoolpfan com LAYOUT PAGE POOL LOCATION ELEVA [IONS VERIFY ALL DIMENSIONS WITH ACCURATE SURVEY SCALE: 1/4" = 1 FOOT IF WATER SOURCE IS A PRIVATE WELL PRE- FILTER WATER TO FILL POOL ALL METALLIC ITEMS WITHIN 5' -0" OF WATER'S EDGE OF POOL TO BE BONDED WITH #8 SOLID INSULATED WIRE (u.l. listed) FROM POOL STEEL, ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS G.F.I. OUTLET 10' MIN. AND 20' MAX, FROM POOL IF ENCLOSURE IS REQUIRED ADD SCREEN OR FENCE AROUND POOL OR PROPERTY GATES TO BE SELF CLOSING AND SELF LATCHING FROVIDE DOOR AND WINDOW ALARMS AS REQUIRED STEEL OVERLAP © 48 TIMES DIAMETER ESTABLISH THE LOCATION OF ALL UTILITIES AT SWIMMING POOL CONSTRUCTION SITE AND HOLD MINIMUM CLEARANCE DIMENSIONS ESTABLISHED BY THE LOCAL REGULATORY AGENCY, ALLOW MIN. 10' HORIZONTAL CLEARANCE FROM OVERHEAD ELECTRIC LINES TO POOL WATER. DECK SHALL HAVE A SLIP RESISTANT FINISH WITH NO SHARP EDGES AND BE POSITIVELY SLOPED FOR DRAINAGE PROVIDE WEEP HOLES AND DEWATERING PUMPS AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL FLOATING DUE TO HYDROSTATIC UPLIFT PRESSURE WHEN THE POOL IS EMPTY. BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE _ )NE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED PRIOR TO GUNITE (CONCRETE) THIS IS NOT A DIVING POOL. SWIMMING POOL FILL HOSE TO BE EQUIPPED WITH VACUUM BREAKER LOCATE POOL RETURNS DOWN 18" MIN. BELOW THE POOL BEAM 1 ft 6 SKIMMER 5' DEEP POOL 17'X34' 3 TO 5 DEEP TRELLIS 3' DEEP DECK C N- /4, 5' -6" X T SPA RAISED 12" CHLORINATOR AIR BLOWER FLOOR RETURN SYSTEM AIR SWITCH TROPICAL HEAT PUMP TT 120 SCREEN SAFETY FENCE DESIGN PER FLORIDA BUILDING CODE 424.2 INCLUDING BUT NOT LIMITED TO 424.2.6.6 ENTRAPMENT PROTECTION FOR SUCTION INLETS 424.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS GENERAL NOTES, STRUCTURAL 1) PLANS DESIGNED PER 2001 F BC. 2) THE SIZE SHALL HAVE UNDISTURBED SAND, ROCK, SAND AND ROCK, WITH A MINIMUM BEARING VALUE OF 1200 PSF, 3) THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS SOIL CONDITIONS IN THS AREA HAVE BEEN BY PAST EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK OF SIMILAR SIZE AND DEPTH IF CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS PROJECT. MARS POOLS 1000 E, ATLANTIC BLVD. POMPANO BEACH, FL, SUITE 11 (954) 214 -2844 www.marspools com SOLOMON RESIDENCE 973 NE 95 STREET MIAMI SHORES, FL 4) ALL CONCRETE SHALL CONFORM TO A,C.I 313-77. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITEISHOTCRETE) AND 2,500 P.S I FOR POURED CONCRETE, 5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR NEW BILLET STEAL CONFORMING TO A.TS.M -15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN ACCORDANCE WITH A.0 I. STANDARDS AND SPECIFICATIONS, PIPING. 1) ALL POOL PIPING SHALL BEAR THE N.S.F. -PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V C MIN POOL PIPING TO COMPLY WITH F B.0 POOL EQUIPMENT TO APPLY TO F B C 2) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F B C. F. Keith J01 P.E. #4072 Consulting Engineering 3200 Port Royale Drive N. #712 Ft. Lauderdale, FL 33308 954- 938 -976 , POOLDESIGN.NE'I' 1000 EAST ATLAN BLVD. SUITE 100 POMPANO BEACH FLA 33060 (954) 041 -1124 info @swimmingpoolplan.com PLUMBING PAGE Scale: 1/4" = 1-0" DO NOT EMPTY SWIMMING POOL WI HOOT FIRST RELIEVING HYDROSTATIC PRESSURE BY UTILIZING A PUMP ATTACHED TO UNDERPRESSURE LINE. 2 " UNDERPRESSURE LINE - - - - - -- 2" MAIN DRAIN 1 -1/2" VENT LINE - -- - — 2" CLEANING LINE NOTE: ALL EMBEDDED ITEMS TO BE INSTALLED PRIOR TO GUNITE: 1. MAINDRAINS AND LINES 2. SKIMMER 3. LIGHT NICHES 4. RETURN LINES 5. CLEANING LINE 6. SPA PLUMBING IF INSTALLED INSIDE WALL 7. BOND WIRE 8. WATER FEATURE LINES AND ANY OTHER THROUGH WALL LINES AND FIXTURES FILTER DETAIL 2" RETURN LINES 2" SKIMMER LINE -- 1 HP PUMP 6.9 AMP w60GPM z v PROVIDE LANDSCAPE BARRIER AT POOL EQUIPMENT 2" MAIN DRAIN SUCTION 2" SKIMMER 2" CLEANER LINE POOL MAIN DRAINS 11 100 WATT 12V UNDERWATER REMOVABLE UL LIGHT FIXTURE LEGEND: (R - RETURN LINE ® - ELEVATION - SKIMMER NTS - NOT TO SCALE CONTROLS SWITCHES TiMF CLOCK - JANDY 2 -WAY VALVE JANDY 3 -WAY VALVE - JANDY CHECK VALVE - BUTTERFLY VALVE L SKIMMER DEEP END EXIT / SWIMOUT (SEE DETAIL) ANTIVORTEX DUAL MAIN DRAINS ANTIVORTEX DUAL MAIN DRAINS 2" UNDERPRESSURE LINE FOR DEVVATERING 5' DEEP —CAP TILE EDGE ON BENCH (SEE DETAIIL) 1.1/2" CLEANING FITTING W /COVER INSTALLED 6" TO 12" BELOW WATER LINE \ KIDS SAFE POOL NET 1.1/2" THROUGH THE WALL/TYPICAL) POOL 17' X 34' 3' TO 5' DEEP 3' DEEP 1 ft. 1 ft, 2ft. DESIGN PER FLORIDA BUILDING CODE 4242 INCLU ING BUT NOT LIMITED TO 424.2.6.6 E RAPMENT PROTECTION FOR SUCTION INLETS 424 2.17 RE • IDENTIAL SWIMMING BARRIER REQUIREMENTS 1, GENERAL NOTES: STRUCTURAL 1) PLANS DESIGNED PER 2001 F B C. 2) THE SITE SHALL HAVE UNDISTURBED SAND, ROCK, SAND AND ROCK, WITH A MINIMUM BEARING VALUE OF 1200 PSF. 3) THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS SOIL CONDITIONS iN THIS AREA HAVE BEEN BY PAST EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK OF SIMILAR .SIZE AND DEPTH. IF CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS PROJECT. 4) ALL CONCRETE SHALL CONFORM TO A.C.I 31377. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITE/SHOTCRETE) AND 2,500 P.S.I. FOR POURED CONCRETE. 5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR NEW BILLET STEAL CONFORMING TO A.T. S.M.•15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN ACCORDANCE WITH A C. I. STANDARDS AND SPECIFICATIONS. PIPING: 1) ALL POOL PIPING SHALL BEAR THE N.S.F. -PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V C. MIN. POOL PIPING TO COMPLY WITH F B C . POOL EQUIPMENT TO APPLY TO F B.C. 2) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F B C. I E � Cot 3200 Ft 1P 954 - 938 -9760 POOLDES1GN,NET 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 33060 (954) 941 -1124 info@swimmingpoolplan.com MARS POOLS 1000 E. ATLANTIC BLVD. POMPANO BEACH, FL. 33060 SUITE 11 (954) 214 -2844 www.marspools,com SOLOMON RESIDENCE 973 NE 95 STREET MIAMI SHORES, FL F. Keith Jol19, P.E. #4072 suiting Engines ' g oit Royale Drive N. #712 Lauderdale, FL 33308 DETAILS POOL ELECTRICAL DETAIL TO SERVICE — G F I . OUTLET I PANEL TOGGLE SWITCHES • 3 #12s IN 1/2" CONDUIT POOL 1 H.P. 6.9 AMP 60 GPM 5' MINIMUM FROM WATER 11 DEGREES MAX. ANGLE FROM PLUMB 3 #12s IN 1l2" CONDUIT 12v RANSFORMER TIME CLOCK JUNCTION BOX — locate 3" min above water Tine. h #8 AWG INSULATED COPPER WIRE GROUND TO POOL STEEL PRIOR TO INSTALLAT!`;fv' EL T—C CREI., i'! ?,r1,_ ?L , L). -' - OF A/C EQU^ ."r =NT, LOT b',AT_H .HEATS S AND CT.IL, E/1U i N1 NT TO .,...d CD ;; :V S ND OVEi CU iRr_NT PROTECTIL _ O VI IJA 1 't 1 1 i � � t:APA Art Y iI1uJs l 'a SU6_EC TO EL._ ' L r: CT I_.,. DECK DETAIL CEMENT EDGE INTERLOCKING BRICK PAVERS —._. _ SAND LIGHT CORD (IN CONDUIT) N #3 AVVG INSULATED COPPER WIRE EPDXY COATED (IN CONDUIT) POOL STEEL OVERLAP @ 48 TIMES DIAMETER COMPACTED FILL / r min 3" #3 STEEL Q 10" 0/C HORIZONTAL & VERTICAL 32 T DECK TO BE TOPPED WITH SLIP RES■STANT TOPPING ON COMPACTED FILL WITH NO ORGANIC MATERIAL {--- BULLNOSE BRICK COPING SLOPE DECK 1/3" PER FOOT FROM POOL. #3s CONT. 8" ANTIVORTEX MAIN DRAIN GRATE SECURED IN PLACE SO TOOLS ARE REQUIRED FOR REMOVAL .HYDROSTATIC VALVE WITH WELLPOINT GRAVEL SUMP . • STRUCTURAL DETAIL 18" MIN. FROM TOP OF LIGHT TO WATERLINE - - -- - - -- 8" WALLS -100 WATT 1 2v REMOVABLE UNDERWATER LIGHT 8" FLOOR ALL METALLIC ITEMS WITHIN 5' -0" OF WA TER'S EDGE OF POOL TO BE BONDED PITH #8 SOLO INSULATED WIRE (u.l. listed) FROM POOL STEEL. ALL GROUND WIRES CONNECTED 70 STEEL WITH BRASS GROUND LUGS. B.F./ OUTLET 10' MiN. AND 20' MAX FROM POOL DIAMOND BRITE PLASTER FINISH 6" CERAMIC TILE m 10 ", 5 "I- 12" 12" SLOPE OF POOL BOTTOM NOT TO EXCEED 1' IN T 18" 0 0 O 0 0 caravI S(.Rnp 0 0 0 0 ANTI - ENTRAPMENT POOL DETAIL FLUSH BRICK COPING water Line 11 drg max Smooth Troweled Plaster Interior 8" AntiVortex Main Finish Drain Grate Shall Be Secured In Place 6" Thick Walls So That Tools Are Required For Removal 0 O 0 SWIMOUT DETAIL 18" 15" 0 0 POOL SIZE: 17' x 34' SURFACE AREA: 578 sq. ft. GALLONS: 17,800 VENT LINE TO BE 1ft MIN. ABOVE POOL WATER c Threaded Plug 0 . ° Hydrostatic Valve WI WellPoint 0 0 CAP TILE EDGE IN .4 ---- CONTRASTING COLOR x H r+In urtr,m une 1 SPECIFICATIONS 3 #3cont ANTI - ENTRAPMENT I E IL I- I z o td LEGEND: •RETURN LINE - ELEVATION h 3 -0 N MAIN DRAINS TO HAVE ANSI / ASME A112.19 8M ANTI VORTEX COVER POOL MAIN DRAIN' DETAIL POOL MAIN DRAINS TO BE INSTALLED 3' APART - JANDY 2-WAY VALVE - JANDY 3-WAY VALVE • JANDY CHECK VALVE - BUTTERFLY VALVE � - SKIMMER NTS - NOT TO SCALE NOT TO SCALE \ DEPTH: 3' TO 5' INLET RETURNS: 3 PERIMETER: 102 FEET PUMP: 1 HP TURNOVER RATE: 6 HOURS LIGHT: 100 WATT 12V DESIGN PER FLORIDA BUILDING CODE 424.2 INCLUDING BUT NOT LIMITED TO 424.2.6.6 ENTRAPMENT PROTECTION FOR SUCTION INLETS 4242.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS GENERAL NOTES: STRUCTURAL 1) PLANS DESIGNED PER 2001 F.B.0 2) THE SITE SHALL HAVE UNDISTURBED SAND, ROCK, SAND AND ROCK, WITH A MINIMUM BEARING VALUE OF 1200 PSF. 3) THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS, SOIL CONDITIONS IN THIS AREA HAVE BEEN BY PAST EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK OF SIMILAR SIZE AND DEPTH. IF CONDITONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS PROJECT. 4) ALL CONCRETE SHALL CONFORM TO A.C.I 31877, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITESHOTCRETE) AND 2,500 P S I. FOR POURED CONCRETE. 5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR NEW BILLET STEAL CONFORMING TO A.T S M. -15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS. PIPING. 1) ALL POOL PIPING SHALL BEAR THE N.S.F. -PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN POOL PIPING TO COMPLY WITH F B.0 POOL EQUIPMENT TO APPLY TO F B.0 2) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F B C. MARS POOLS 1000 E. ATLANTIC BLVD. POMPANO BEACH, FL, 33060 SUITE 11 (954) 214 -2844 973 NE 95 STREET MIAMI SHORES, FL vWWV.marspools.com SOLOMON RESIDENCE F. Keith Jells, P P.E. #40727 Consulting Enginee g 3200 Port Royale Drive N. #712 Ft. Lauderdale, FL 33308 954- 938 -9760 ; 1 POOLDESIGN.NET 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 33060 (954) 941 -1124 info @swimmingpoolplan.com P r o p o s e d Wood 7 INDEX OF DRAWINGS SHT. SHT. SHT. SHT. \®rtnea s t eSth street, Miami &pores, Picric 1 -- COVER SHEET / SITE PLAN 2 — FLOOR PLAN / SCHEDULES 3 -- ELEVATIONS / DETAILS 4 GENERAL NOTES / SCHEDULES ZONING BATA ZONING: HEIGHT (to ridge) NET LAND AREA LOT COVERAGE (everything under roof) FLOOR AREA RATIO (F.A.R.) SET BACKS: REQUIRED FRONT SIDE SIDE STREET REAR NOTES: In addition to the requirements of this. permit, there may be additional restrictions applicable to this property that may be found in the Public Records of this County. Section 553.19(10), Florida Statutes, Effective 1/10/81. The height of' fences, wall and hedges shall not exceed 2.5 feet in height within 10 feet of the edge of any driveway leading to a right of way. The height of fences is being measured form grade. Grade = Elevation of public sidewalk or the crown of road. elk • I • 4 a R -1 SINGLE FAMILY RESIDENCE J a L J x 8" CONCRETE CAP W/ (2) *5CONT. (1) * 5 VERT. BAR IN GROUT FILLED CELL. 32" O.C. SMOOTH STUCCO 12" x 30" CONCRETE FTC . U)/ (2) a 5 CONT. 15' - 0" 10,400 S.F. ( .24 AC.) 2001 S.F. (19.3 %) 2001 S.F. (193 %) PROVIDED 25 -0" 15' -0 "' N/A 49' -1" CONCRETE BLOCK FENCE DETAIL NTS a. 33130 for: EXIST. CHAiN LINK FENCE NEW. 4' H CB3 WALL NEW. 48" Li.) 4' H GATE WI SELF CLOSING CHILDPROOF LOCK PROPERTY LINE 4 METER EXISTING 14' PARKWAY EXISTING ROADWAY 1 o. as - - _- ___e.-- w — 11' EXIST. SIDE SETBACK 11' EXIST. SIDE SETBACK 31 CHERRY HEDGE AROUND POOL EQUIP. LOT 24 EXISTING ASPHALT DRIVEWAY SITE PLAN Atir PROPOSED TRELLIS — ,3, N o r t h e a s t PROPERTY LINE 100.00' 1/ 1 ( EXIST. I DRAINFIELD I I / \ I� EXIT. SEF TANK TIC 34' EXISTING ONE -STORY RESIDENCE WOOD DECK I I I I I I I I I I I I U i•�• TF E _L S II II goo U.11•Il -1 II�I�1N31� _ i�I IAN: �� g ` �, ?� \_ • �1� it i•II.Ii.uii � inalui ii I��ll�III - �11i IIIIIII�II� 11 PROPOSED POOL PROPERTY LINE 100.00' 3' WOOD DECK X c<l ccl LOT 25 1 0 th C o u r t LEGAL DESCRIPTION 11' -2" Wag 101.1.1iii.aiiiialffig PROPERTY LINE EXIST. 36" HGT. CHAIN LINK FENCE 25' 19' CHAfN LINK FENCE ?5.10' WOO IWO* I.I 11' -2" i I I LOT 24 4 25 OF BLOCK 16 "MIAMI SNORES SECT 3" SUBDIVISION ACCORDING TO PLAT THEREOF AS RECORDED iN PLAT BOOK 10, PAGE 31 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. NEW. 48" W 4' H GATE WI SELF CLOSING CHILDPROOF LOCK NEW. 4' H CBS WALL THE Euaebio M. Mora Architect Fla. Lic. # AR0011732 / , 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 REVISED BY: =31V0 = S�!�l`dW3j - ON PROJECT: 973 Northeast 95th Street, Miami Shores, Florida. 33138 DRAWN BY: EMM CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2003 -013 DATE: 04/22/03 SCALE: NOTED SHEET NUMBER: 1 of 4 P r o p o s e d Wood 7 INDEX OF DRAWINGS SHT. SHT. SHT. SHT. \®rtnea s t eSth street, Miami &pores, Picric 1 -- COVER SHEET / SITE PLAN 2 — FLOOR PLAN / SCHEDULES 3 -- ELEVATIONS / DETAILS 4 GENERAL NOTES / SCHEDULES ZONING BATA ZONING: HEIGHT (to ridge) NET LAND AREA LOT COVERAGE (everything under roof) FLOOR AREA RATIO (F.A.R.) SET BACKS: REQUIRED FRONT SIDE SIDE STREET REAR NOTES: In addition to the requirements of this. permit, there may be additional restrictions applicable to this property that may be found in the Public Records of this County. Section 553.19(10), Florida Statutes, Effective 1/10/81. The height of' fences, wall and hedges shall not exceed 2.5 feet in height within 10 feet of the edge of any driveway leading to a right of way. The height of fences is being measured form grade. Grade = Elevation of public sidewalk or the crown of road. elk • I • 4 a R -1 SINGLE FAMILY RESIDENCE J a L J x 8" CONCRETE CAP W/ (2) *5CONT. (1) * 5 VERT. BAR IN GROUT FILLED CELL. 32" O.C. SMOOTH STUCCO 12" x 30" CONCRETE FTC . U)/ (2) a 5 CONT. 15' - 0" 10,400 S.F. ( .24 AC.) 2001 S.F. (19.3 %) 2001 S.F. (193 %) PROVIDED 25 -0" 15' -0 "' N/A 49' -1" CONCRETE BLOCK FENCE DETAIL NTS a. 33130 for: EXIST. CHAiN LINK FENCE NEW. 4' H CB3 WALL NEW. 48" Li.) 4' H GATE WI SELF CLOSING CHILDPROOF LOCK PROPERTY LINE 4 METER EXISTING 14' PARKWAY EXISTING ROADWAY 1 o. as - - _- ___e.-- w — 11' EXIST. SIDE SETBACK 11' EXIST. SIDE SETBACK 31 CHERRY HEDGE AROUND POOL EQUIP. LOT 24 EXISTING ASPHALT DRIVEWAY SITE PLAN Atir PROPOSED TRELLIS — ,3, N o r t h e a s t PROPERTY LINE 100.00' 1/ 1 ( EXIST. I DRAINFIELD I I / \ I� EXIT. SEF TANK TIC 34' EXISTING ONE -STORY RESIDENCE WOOD DECK I I I I I I I I I I I I U i•�• TF E _L S II II goo U.11•Il -1 II�I�1N31� _ i�I IAN: �� g ` �, ?� \_ • �1� it i•II.Ii.uii � inalui ii I��ll�III - �11i IIIIIII�II� 11 PROPOSED POOL PROPERTY LINE 100.00' 3' WOOD DECK X c<l ccl LOT 25 1 0 th C o u r t LEGAL DESCRIPTION 11' -2" Wag 101.1.1iii.aiiiialffig PROPERTY LINE EXIST. 36" HGT. CHAIN LINK FENCE 25' 19' CHAfN LINK FENCE ?5.10' WOO IWO* I.I 11' -2" i I I LOT 24 4 25 OF BLOCK 16 "MIAMI SNORES SECT 3" SUBDIVISION ACCORDING TO PLAT THEREOF AS RECORDED iN PLAT BOOK 10, PAGE 31 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. NEW. 48" W 4' H GATE WI SELF CLOSING CHILDPROOF LOCK NEW. 4' H CBS WALL THE Euaebio M. Mora Architect Fla. Lic. # AR0011732 / , 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 TITLE: WOOD TRELLIS PLAN REVISED BY: :31Va REMARKS: PROJECT: DRAWN BY: EMM CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2003 -013 DATE: 04/22/03 SCALE: NOTED SHEET NUMBER: 2 OF 4 STRUCTURAL and GENERAL NOTES L SOL STATEMENT! A VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED BAND AND LIMEROCK WITH AN ALLOWABLE BEARING CAPACITY OF 2.0 KBF. B. PROVIDED PROPERLY COMPACTED NON - ORGANIC FILL TO 95% MODIFIED PROCTOR C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK 2. CONCRETE A. COMPRESSIVE STRENGTH OF CONCRETE AY 28 DAYS NON- STRUCTURAL SLABS ON FILL 2500 P.S.I. ALL OTHER CONCRETE 3000 P.6.I B. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YDS. PORTION THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C -39. ONE AT 3 DAYS ONE AT 1 DAYS AND THREE AT 29 DAYS C. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS' I) CONCRETE POURED AGAINST THE EARTH - 3" 2) CONCRETE EXPOSED TO EARTH OF WEATHER • 5 OR SMALLER - 11/2" • 6 OR LARGER - 2" 3) CONCRETE NOT IN CONTACT WITH THE GROUND BEAMS AND COLUMNS - 1 1/2" BLABS AND WALLS - 3/4" 3. REANF X C140 81EEU A REINFORCING F3ARS MUST CONFORM WITH ASTM A615 GRADE 60 WELDED WIRE FABRIC MUST CONFORM WITH ASTM A -185 AND MUST BE SUPPORTED ON BLAB BOLSTER SPACED AT 36" MAXIMUM ON CENTER C. FABRICATION AND DETAILING ACCORDING TO ACI 318 -95 D. ALL ACCESSORIES MUST HAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION 4 MASONRY WALL& A ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO THE STRUCTURE ABOVE BEING ERECTED B. MORTAR MUST CONFORM WITH ASTM C210 TYPE M (2000 P.S.I.) C. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C90, GRADE N, TYPE I, NORMAL WEIGHT WITH Fm.1500 PSI D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C416 WITH 2000 PSI STRENGTH AT 28 DAYS. E. REINFORCING: USE DURAWALL TRUSS TYPE • 9 GAGE REINFORCING EVERY OTHER COURSE. USE VERTICAL REINFORCING BARS AB SPECIFIED ON THE PLANS AND GROUT FILL BLOCK 5. WOOD A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE REQUIREMENTS. SUBMIT SHOP DRAWINGS BEARING THE SEAL OF A PROFESSIONAL ENGINEER WITH FLORIDA REGISTRATION. B. ALL WOOD MEMBERS MUST HAVE A MINIMUM OF Fb 1200 P.B.I. EXCEPT FOR 4 X 12 HEADER BEAMS WHICH MUST HAVE A MINIMUM OP 1500 P.S.I. C. ALL WOOD IN CONTACT WI/CONCRETE, MASONRY, OR LATH SHALL BE PRESSURE TREATED AS PER THE AMERICAN WOOD - PRESERVERS ASSOCIATION ". 6. STRUCTURAL STEM: A PIPE COLUMNS MUST CONFORM WITH ASTM A53 GRADE B. PLATES AND ROLLED SECTIONS SHALL BE ASTM A -36 TUBE SECTION COLUMNS TO CONFORM WITH ASTM A -500 GRADE B. B. BOLTS MUST CONFORM" I WITH ASTM A -325 C. PROVIDE TWO SHOP -COATS OF RUST INHIBITING PAINT. FABRICATION AND ERECTION SHALL BE ACCORDANCE WITH AISC SPECIFICATIONS 7. SLABS ON FLU A TO BE PLACED ON CLEAN, NON - ORGANIC SOIL THOROUGHLY MOISTENED IMMEDIATELY BEFORE CONCRETE IS POURED. CONCRETE IS TO BE PLACED ON 0 .006 IN VISOUEEN VAPOR BARRIER. SLABS ARE TO BE PLACED IN A "CHECKERBOARD" SEQUENCE. EACH SEGMENT OF WHICH 15 NOT TO EXCEED A MAXIMUM AREAS OF 325 SQ. PT. OR 30 LINEAR F IN ANY ONE DIRECTION. 8. APPROVALS A. SUBMIT SHOP DRAWINGS FOR ITEMS 345 AS ABOVE B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE 9. COORDINATION A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE. B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS AND AT THE JOB SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO THE ARCHITECT PRIOR TO FABRICATION C. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING, OF ANY DISCREPANCY IN THE DRAWINGS OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO ANY ACTION ON 1418 PART. FAILURE TO DO SO WILL MAKE HIM RESPONSIBLE AND LIABLE UNDER 1413 CONTRACT. CHERRY HEDGE AROUND POOL EQUIP. EXISTING RESIDENCE 1• WOOD FRAMING FOUNDATION PROVIDE I/2 CLL. FROM HB. 5' -0" FOUNDATION �� PROPOSED WOOD TRELLIS AT POOL DECK WOOD DECK 10' -6" PROPOSED WOOD TRELLIS 1/4" Nur AT WOOD DECK x x 3 6" x 6' P.T. WOOD POSTS BOLTED TO 'USP" CBE66 COLUMN BASE PLATE W/ 2 - 5/8" THRU BOLTS. TYP. 18" • x 24' DEEP CONC. FOOTING PROPOSED POOL 10 22' - 4" 22' -2" PROPOSED POOL PROPOSED WOOD TRELLIS AT POOL DECK 10' -10" EXISTING RESIDENCE 1/4" 1/4" � CO X L 8 -9" 2x8 2x8 WOOD FRAMI \G 2" x S P.T. WOOD SEAM BOLTED TO 6" x 6" P.t. WOOD POSTS W/ 1 - 5/8" THRU 6OLT5. 6" x 6" P.T. WOOD COLUMN. 2 "x6 " RT. IL OD JOISTS •24 "OC ANCHOR TO2x8WO BEAM WV "USP' RT15 HURRICANE ANCHOR W/ 10d NAILS 10d NAILS (5 TO BEAM 1 5 TO JOIST) 6" x 6" P.T. WOOD COLUMN. 18" x x 24" PEEP CONC. FOOTING 6" x 6" P.T. WOOD POSTS BOLTED TO "USP" C8566 COLUMN EASE PLATE W/ 1 - 5/8" THRJ BOLTS. TIP. 4" CONC. SLAB W/ 6" x 6 ", 10/10 W.Wil ON X006 MIL VAPOR BARRIER ON 95% COMP. FILL. WD. BM WD. BM l PROPOSED WOOD TRELLIS 1/4" AT WOOD DECK 6" x 6" P.T. WOOD COLUMN. 2" x 8" P.T. WOOD BEAM 2" x 6" P.T. WOOD JOISTS ON "U6P' LU26 JOIST HANGER W/ 6 -10d NAILS TO LEDGER 4 W/ 4 -10d NAILS TO JOIST 2" x 6" P.T. WOOD LEDGER ANCHOR TO EXIST CM WALL W/ 1/2" A.B. • 24" O.C. (ff W i-A/t/ Eusebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 TITLE: WOOD TRELLIS PLAN REVISED BY: :31V0 REMARKS: PROJECT: DRAWN BY: EMM CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2003 -013 DATE: 04/22/03 SCALE: NOTED SHEET NUMBER: 3 OF 4 9 U L • la" 2 - 2' x 6" P.T.11)000 JOISTS ANCHOR TO 6" x 6' ILO. POST W/ (2) -1/2" THRU BOLTS. ANC P.T. O 2 x a JOISTS q BEAM2w/ oc "USP" RTI5 HURRICANE ANCHOR UJ/ 10d NAILS 10d NAILS (5 TO BEAM 4 5 TO JOIST) 2x8 WD. BM. 2" x 8" P.T. LJOOD BEAM BOLTED TO 6' x 6" P.T. WOOD POSTS UJ/ 2 - 5/8" THR11 BOLTS. x 6" P.T. WOOD COLUMN. 6" x 6' P.7.11.1001) POSTS BOLTED TO 1.16P" CBE COLUMN BASF PLATE UJ/ 2 - 5/8" THRU BOLTS. TYP. 4 EMBEDDED IN CONC. FOUNDATION 18" I X 24" DEEP CONC. FOOTING WOOD POST DETAIL 3/8" 2 "x 4" N. 3 P.T. UJOOD RAILS TOP, MID., t BOTTOM (TYP.) (3) MIN. ATTACHED TO UJO. POST W/ (4) -10d GALV. NAILS. 4 "x 4 "x S' -0" LONG • 2 P.T. WD. POSTS EMBEDDED 24' INTO CONC. PIG. FENCE HEIGHT 5' -0" HIGH - POSTS SPACED a 60" O.C. MAX. 1 "x 6" P.T. UJOOD PICKETS. ATTACHED TO UJD. RAILS POST UJ/ (2) -Sd GALV. NAILS. — GRADE 12" 0 x 36" DEEP CONC. FOOTING ALL NAIL6 AND CONNECTORS SHALL BE GALVANIZED. WOOD FENCE DETAIL 3/4" SO4RUS ON ONE RACE ONLY Typical CEDE installation 1/2" Dia. Thru Bolts (min. 2 Bolts Per Connection) 6X6 Post 1" Wood Facing Around Post 2X3 Decorative Base 2x4 Decorative Sub -Base Concrete Footing REAR ELEVATION 1/4" , 4' 4 ' COLUMN DETAIL ISOMETRIC NTS. AT POOL DECK TRELLIS ELEVATION AT POOL DECK (WEST) n 2 - 2" x 6" P.T. WOOD JOISTS ANCHOR TO 6" x 6' WD. POST W/ (2) -1/2" THRU BOLTS. 2' x 8" P.T. WOOD BEAM BOLTED TO 6" x6" P.T. UJOO1) POSTS u/ 2 - 5/8" THRU BOLTS. 6" x 6" P.T. WOOD POSTS GRADE 3D VIEW TRELLIS NTS. AT POOL DECK 2 2' x 6" P.T. WOOD JOISTS ANCHOR TO 6' x 6" WD. POST 1W (2) -1/2" THRU BOLTS. 2" x 8" P.T. WOOD SEAM BOL TO 6" x 6' P.T. WOOD POSTS UJ/ 2 - 5/8" THRJ BOLTS. WOOD DECK 6" x 6" P.T. WOOD POSTS GRADE TED 2x6 Members 10' O.C. 2X8 Joists 6X6 Posts wI 1" Wood Facing Around Post Eusebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 TITLE: GENERAL NOTES REVISED BY: :s>4 v1.N ? ! PROJECT: 973 Northeast 95th Street, Miami Shores, Florida. 33138 L.OMOI DRAWN BY: EMM CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2003 -013 DATE: 04/22/03 SCALE: NOTED SHEET NUMBER: 4 OF 4 SECURITY AND FORCED ENTRY NOTES ALL EXTERIOR DOORS, WINDOWS, GLASS AND GLAZING SHALL COMPLY AND BE PROVIDED WITH INTRUSION AND BURGLARY SECURITY DEVICES AS 5ET FORTH IN CHAPTER 36, SECURITY AND FORCED ENTfRY OF THE FLORIDA BUILDING CODE, LATEST EDITION MAIN ENTRANCE DOOR: SINGLE DOORS 51-4ALL BE LOCKED WITH COMBINATION DEAD LATCH AND DEAD BOLT SETS WITH A LATCH THROW MINIMUM OF 1/2" AND DEADBOLT WITH A MINIMUM THROW OF 1" KEY OPERATED FROM THE EXTERIOR ALL WOOD JAMBS SHALL BE RABBETED TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCK AND LATCH. DOORS SHALL BE INSTALLED WITH A VISION SCOPE. ALL HINGES EXPOSED TO THE EXTERIOR 51-4ALL HAVE NON - REMOVABLE PINS. DOUBLE DOOR: THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL HAVE LOCKS AS REQUIRED FOR SINGLE DOORS OR NAVE MULTIPLE POINT LOCK WITH 5/8" MINIMUM THROW BOLTS AND INSERTS, OPERATED SY A CYLINDER LOCK THE INACTIVE LEAF SHALL HAVE A MULTIPLE POINT LOCK WITH 5/8" MINIMUM THROW BOLTS AND INSERTS. EXPOSED HINGES ON DOORS SHALL HAVE NON REMOVABLE PINS. GARAGE TO LIVING AREA DOORS: THESE DOORS SHALL BE LOCKED WITH ,A LATCH AND A SINGLE DEAD BOLT WITH A 1" MINIMUM THROW, OR A COMBINATION DEADLATCH AND DEADBOLT. GARAGE DOOR: OVERHEAD DOOR SHALL BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS AND INSERTS, ENGAGING AT LEAST TWO OPPOSITE SIDES WITH A MINIMUM OF 5/8" PENETRATION. VENTS SHALL NOT EXCEED 8" IN LEAST DIMENSION AND SHALL NOT BE CLOSER THAN 40" TO TI-4!1 INSIDE LOCK ACTIVATING DEVICE. SLIDING GLASS DOOR r SLIDING GLASS DOORS SHALL. BE INSTALLED AND CONSTRUCTED 50 THAT PANELS CANNOT BE LIFTED FROM THE TRACKS WHEN IN LOCKED POSITION. DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE NOR SHALL ANY DOOR LEAF WHEN CLOSED AND LOCKED BE OPERABLE FROM THE OUTSIDE SLIDING DOORS SHALL BE LOCKED WITH A PIVOTED H00K TYPE SINGLE BOLT. TO RESIST SLIDING ON DOOR BY FORCE AND 51 BE REINFORCED IN THE STRIKE AND LOCKED AREAS TO MAINTAIN • _T STRENGTH EFFECTIVENESS. OTHER EXTERIOR DOORS: EXTERIOR DOORS IF OPERABLE FROM THE EXTERIOR SHALL HAVE AT LEAST ONE LOCK THAT IS • '- OPERATED FROM THE EXTERIOR WHERE A KEY -IN -THE -KNOB TYPE LOCK IS USED, PROVIDE AN AUXILIARY SINGLE DEAD BOLT LOCK KEY OPERATED FROM THE EXTERIOR METAL GRATES AND GRILLE-TYPE DOORS SHALL BE PROVIDED WITH LOCKS DESIGNED TO PREVENT REACHING THE INSIDE ACTIVATOR FROM OUTSIDE DOORS. LOUVERS eHALL NOT BE INSTALLED IN THE EXTERIOR WALL OF • AS REQUIRING SECURITY UNLESS THE LOUVERED AREA IS PROTECTED BY INTRUSION SECURITY DEVICES. • iTWG: FOR THE PURPOSE OF SECURITY THE AREAS IMMEDIATELY OUTSIDE! CF FXTERIOR DOORS SHALL BE ILLUMINATED E3Y VANDAL - RESISTANT GLOBES AND SUCH ILLUMINATION 6HALL BE ACTIVATED DURING THE DARK PERIOD OF EVERY DAY. OPEN PARKING LOTS AND ACCESS THE:".=TO, PARKING AND NO1\1-ENCLOSED AREAS UNDER OR WITHIN BUILDINGS AT GRADE SHALL r3 PROVIDE WITH A MAINTAINED MINIMUM OF ONE FOOT - CANDLE OF LIGHT ON THE PARKING ANG UALK''N ;$ S'.1RFACES FROM DUSK UNTIL 10 MINUTEE.i AFTER THE TERMINATION OF BUSINESS EACH OPERATING DAY. WINDOWS: WINDOUJS SHALL BE LOCKED WITH DEVICES ON THE INSIDE CAPABLE OP WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN ANY OPERABLE DIRECTION AND WITH QUICK - OPENING DEVICES SO THAT THEY MAY BE READILY OPENED FROM TI-4E INSIDE IN CASE OF EMERGENCY. WINDOWS SHALL BE CONSTRUCTED THAT WHEN FIXED OR LOCKED CANNOT BE REMOVED FROM THEIR FRAMES Et. DM THE OUTSIDE. HINGE PINS OF • _ EXTERIOR OPERABLE WINDOWS SHALL HAVE NON- REMOVABLE i=':NS OR BE OF INTERLOCKING STUB 'E AND NAVE NON - EXPOSED SCREWS. • ;I ._AR GUARDS: BURGLAR GUARDS IF PROVIDED SHALL BE INSTALLED WITH QUICK OPENING DEVICES 60 THAT THEY MAY • READILY OPENED FROM THE INSIDE FOR EMERGENCY EGRESS AND SHALL BE SO ATTACHED THAT WHEN OPENED THEY WILL NOT DROP TO THE GROUND. DECORATIVE MATERIALS PROVIDING COMPARABLE PROTECTION SHALL BE ACCEPTABLE IN LIEU OF PLAIN i'IETAL BARS AND GRILLES. 011-ER INTERIOR DOORS EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT TPil. OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN CASE OF AN EMERGENCY. SITE NOTES 1. PROVIDE ALL SITE CLEARING, EXCAVATION, FILL, BACKFILL, ROUGI•4, GRADING, SUB- GRADES AND COMPACTING AS INDICATED IN THE CONTRACT DOCUMENTS. 2. TREES TO REMAIN AND /OR RELOCATE AS SELECTED BY OWNERSHALL BE PROTECTED AS REQUIRED 3. TREES TO BE REMOVED SHALL BE CUT AS DIRECTED BY OWNER ALL SITE CLEARING DEBRIS AND TREE STUMPS SHALL SE REMOVED FROM JOB SITE 4. IF SIDEWALK IS PROVIDED IT SHALL BE AS DIRECTED SY THE CORRESPONDING PUBLIC WORKS DEPARTMENT 5. COORDINATE WITH MECHANICAL, ELECTRICAL, AND LANDSCAPING PLANS FOR WATER LINES, DRAINAGE PIPES, UNDERGROUND ELECTRICAL CONDUITS IRRIGATION SYSTEMS AND ANY CONCEALED INSTALLATION THAT COULD BE DAMAGED 6. MAINTAIN SITE CLEAN OF CONSTRUCTION DEBRIS 1. PROVIDE CERTIFIED SOIL TREATMENT PRIOR TO POURING OF SLAB 8. REFER TO SITE PLAN FOR SEWER DISPOSAL SYSTEM DRIVEWAYS GRADING AND FENCING STRUCTURAL and GENERAL NOTES 1. SOIL STATEMENT: A. VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED SAND AND LIMEROCK WITH AN ALLOWABLE BEARING CAPACITY OF 2.0 KS.F. (UNLESS NOTED OTHERWISE) B. PROVIDED PROPERLY COMPACTED NON - ORGANIC FILL TO 95 % MODIFIED PROCTOR C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK 2. CONCRETE: A. COMPRESSIVE STRENGTH OF CONCRETE AY 28 DAYS NON - OTF'UCTURAL SLABS ON FILL 2500 P.S.I. ALL OTHER CONCRETE 3000 P.5.1 B. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YDS. PORTION THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C -39. ONE AT 3 DAYS ONE AT 1 DAYS AND THREE AT 29 DAYS C. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS: 1) CONCRETE POURED AGAINST THE EARTH - 3" 2) CONCRETE EXPOSED TO EARTH OF WEATHER * 5 OR SMALLER - 1 1/2" * 6 OR LARGER - 2" 3) CONCRETE NOT IN CONTACT WITH THE GROUND SEAMS AND COLUMNS - 1 1/2" SLABS AND WALLS - 3/4" 3. REINFORCING STEEL: A. REINFORCING BARS MUST CONFORM WITH ASTM A615 GRADE: 60 B. WELDED WIRE FABRIC MUST CONFORM WITH ASTM A -185 AND i'IUIST BE SUPPORTED ON SLAB BOLSTER SPACED AT 3 OR MAXIMUM ON CENTER C. FABRICATION AND DETAILING ACCORDING 10 ACI 315 D. ALL ACCESSORIES MUST NAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION 4. MASONRY WALLS A. ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO THE STRUCTURE ABOVE BEING ERECTED B. MORTAR MUST CONFORM WITH ASTM C210 OR TYPE M (2000 P.Si.I.) C. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTINI C90, ON GRADE N, TYPE 1, NORMAL WEIGHT WITH FM =1500 PSI D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C416 WITH 2000 PSI STRENGTH AT 28 DAYS. E. REINFORCING: USE DURAWALL TRUSS *9 GAGE REINFORC!Nu:'.::VERY OTHER COURSE. USE VERTICAL REINFORCING BARS AS SPECIFIED ON THE PLANS AND GROUT FILL. BLOCK 5. WOOD: A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH F.OR:IDA BUILDING CODE REQUIREMENTS. SUBMIT SHOP DRAWINGS BEARING THE SEAL ;1= AI PROFESSIONAL ENGINEER WITH FLORIDA REGISTRATION. SPECIFY BOTH PERMANENT BRACING AND THAT WHICH 15 REQUIRED DURING CONSTRUCTION. B. ALL WOOD MEMBERS MUST HAVE A MINIMUM OF Fb 120x; ". J. EXCEPT FOR 4 X 12 HEADER BEAMS WHICH MUST HAVE A MINIMUM OF 1500 PA1. C. ALL WOOD IN CONTACT W /CONCRETE, MASONRY, OR LATH AI -L BE PRESSURE TREATED AS PER TI-4E "AMERICAN WOOD - PRESERVERS ASSOCIATION ". 6. STRUCTURAL STEEL: A. PIPE COLUMNS MUST CONFORM WITH ASTM 453 GRADE B. PLATES AND ROLLED SECTIONS SHALL BE ASTM A -36 TUBE SECTION COLUMNS TO CONFORM WITH ASTM A -50 GRADE B. B. BOLTS MUST CONFORM WITH ASTM A -235 C. PROVIDE TWO SHOP -COATS OF RUST INHIBITING PAINT. FAE.F:ICA►TION AND ERECTION SHALL BE ACCORDANCE WITH AISC SPECIFICATIONS 7. SLABS ON FILL: A. TO BE PLACED ON CLEAN, NON - ORGANIC SOIL THOROUGI -ILY MOISTENED IMMEDIATELY BEFORE CONCRETE IS POURED. CONCRETE IS TO BE PLACED ON 0.;;NX2 IN VISQUEEN VAPOR BARRIER. SL485 ARE TO BE PLACED IN A "CHECKERBOARD" SEQUENCE. EAT SEGMENT OF WN1CH IS NOT TO EXCEED A MAXIMUM AREAS OF 325 SQ. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION. 8. APPROVALS A. SUBMIT SHOP DRAWINGS FOR ITEMS 345 AS ABOVE B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE C. A/C CONTRACTOR SHALL SUBMIT FOR ARCHITECTS APPR)VAL SHOP DRAWINGS WHICH 51-40W DUCT SIZE 4 LAYOUT, EQUIPMENT SIZE, MANUF, MODEL * AND COMPLIANCE WIT ENERGY CODE REQUIREMENTS SHOWN ON THE DRAWINGS. A/C CONTRACTOR SHALL SE FULLY RES "'ONSIBLE TO PROVIDE A SYSTEM WITH ADEQUATELY AND ECONOMICALLY ACHIEVES COMFORT LE'E'LS OF HEATING, COOLING, AND DEHUMIDIFICATION IN ACCORDANCE WITH ASHRAE STANDAVS. 9. COORDINATION: A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINWS WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO 0 OFIFICE. B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CON)ITIONS ON THE DRAWINGS AND AT TI-4E JOB SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO 11 ARCHITECT PRIOR TO FABRICATION C. GARAGE SHALL BE PROVIDED WITH A PERMANENT SIGN!JITI -4 1/2" HIGH LETTERS LOCATED ON THEIR INSIDE FACE OF ANY EXTERIOR DOOR READING: " DANGER DO NOT OPERATE ENGINE WITH DOOR CLOSED. CARBON MONOXIDE EMISSION IS LETHAL" D. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT /Ei•.iGINEER IN WRITING, OF ANY DISCREPANCY IN THE DRAWINGS OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO ANY ACTION ON I-415 PART. FAILURE TO DO 50 WILL MAKE Q RESPONSIBLE AND LIABLE UNDER H15 CONTRACT. MATERIAL LEGEND • • • d. CONCRETE BLOCK P OURED CON Small Scale POURED CONCRETE (Large Scale) SYMBOL LEGEND 0 0 1 PRECAST CONCRETE BRICK SLATE MORTAR BED / STUCCO SECTION MARKER DETAIL SYMBOL ELEVATION SYMBOL NORTH ARROW ROOM NAME OR NUMBER 1 O -0" TO STUD 10 -1" TO MASONRY II II II II II II II II II II I I II II II II II II II II II II II II I I II II II II I I II II II I I I I II I I II II II II IERIIILIEIIIUIRII PLASTIC 001 ( STANDARD DIMENSIONING METHOD PARTITION CONCRETE BLOCK STEEL FINISH WOOD ROUGH WOOD (BLOCKING) COMPACTED FILL BLANKET INSULATION RIGID INSULATION DOOR NUMBER WINDOW SYMBOL COLUMN AXIS DESIGNATION ELEVATION MARKER C I035 � EQUIPMENT SYMBOL Eusebio M. Mora Architect Flo. Uc. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860