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55 NE 100 St (15)Cover Sheet P, - 0 t*xJsting. Plan demolition Plan A-2 Proposed Floor Plan Architect: Irene S. Hegedus- Tarczynski 13465 Falis Drive, Broomfield, Colorado 80020 (303) 469-8685 esidence Minor Inter Remodel oloo Miami $hores, Florida 33138 0('D r • _ I Vx =x.r:s.r- da... Site Ptak • • c Cxistin _ K1 4 N.1 :"4:9 doe' PIan 1 . 1..1\/14 . 11 t-- l' f I 4 t . --.1 .• t c , ' , . I! • , i c . •r" 1 -"— 4...- 1- , • ,1 t"• S i 1 ; . : 1 ,1 4 ir t rO*1 j 1 i 1 ,--•- -,---, .....- -----7- --,,,...-. - - 1 --- .1—.--- i 4.. i i . 1 i ' 1 • i ___ .... , r 1 • , _ ■ f i , ., • , i , 1 . ' r — 1' ". I i ' I i i 1 • ' • q)ttf3P4r)fr 0 Ima @mom 0 '1. 11rMIMIkalicamtak*,•••mccai.o.a.c...,;km Legend' m I o escr P_Sall ,., 5'lk r../ 1 t-le:-... .:#.31-4 it) pYAts 4.:le'Pri hiCo 1 ."-t - 4 4 9; 'IP . 7"... 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LOT 7 — BLOCK 10 O ti 7 74' FOUN/7 %2 "1, ( vA/N u rvwr ,e _r7) — LOT 6 BLOCK 10 L.T 100.00' 100.00' 42, x Fov,UO % P ( Un/n/ v m cv — fi 55 N. E. 100TH STREET I MIAMI SHORES, FL 33138 BLOCK 10 F'oriA/ „ uA4vuM ��,e�� BLOCK 10 LOT 5 ---- 0. _. 25' I hereb meets Flori Stat I .0/■7+..'_ ..._ O'er a • SW MM.. X 0,6. LE , I "= 20� l: ',BEARINGS SHOWN HEREON ARE RELATIVE TO PLAT AND ARE ASSUMED. 1: f NO ABSTRACT OR TITLE SEARCH WAS PERFORMED TO DISCOVER THE EXISTENCE OF ANY EASEMENTS OR RESTRICTIONS OF RECORD. 4:ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 UNLESS OTHERWISE NOTED. NO BELOW GROUND IMPROVEMENTS, FOOTERS, FOUNDATIONS OR UTILITIES HAVE BEEN LOCATED OR SHOWN ON THIS SURVEY. THE EAST 1/I OF LOT 17, ALL OF LOT 18 AND THE WEST 1/2 OF LOT 19 IN BLOCK 10 OF A'1 AMENCED PLAT OF MIAMI SHORES, SECTION NO. 1 ACCORDING TO THE PLAT TH :FE0)F, AS RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. O.R.B. = official record book C.B.S. = concrete block structure P.C.C. = point of compound curve P.C.P. = permananent control point P.O.C. = point of commencement P.O.B. = point of beginning D/E = drainage easement C.M.P. = corrugated metal pipe R.L.S. = registered land surveyor L.B. = licensed business masiramasrenrommerms Authorization Number LB6504 Tran. = transformer pad F.P.& L = Florida Power & Light CM = concrete monument P.R.C. = point of reverse curve P.I. = point of intersection P.T. = point of tangency * = not field measured WPF = wood privacy fence Chatt = chattahoochee ELEV = elevation Renner, Burgess, Inc. 1 S.E. 4th Ave. Delray Beach, Phone Fax West Palm West Palm Fax Toll Free Fax Free , Suite 205 FL 33483 561 -243 -4624 243 -4869 735 -7639 735 -7641 1- 800 - 773 -5531 1- 800 - 954 -4408 certify that the Sketch of Boundary Survey shown hereon e minim m technic ;. standards set forth in Chapter 61G17-6, Adminis at e C..e pursuant to Section 472.027, Florida L.S. No. 5089 LEGAL DESCRIPTION P.B. = plat book Typ = typical R/W = right -of -way A = central angle ©= bearing basis line Asph = asphalt M.H. = manhole U/E = utility easement CLF = chain Zink fence Certified To: P = plat R!= power pole M = measured I.P. = iron pipe RP = radius point L = arc length CL = centerline ALUM. = aluminum P.C. = point of curvature P.R.M. = permanent reference monument Flood Zone: Map No: 120 652 00? �j J Map Date: 3 - 7 - 14- Date: 4 -1-4 - 13 Job No: 4- 2fI Revised: NORTH Not to Scale Vicinity Map PG. = page I.R. = iron rod R = radius D = deed O/S = offset Conc = concrete Esrnt = easement Calc = calculated MICHAEL ESSINGTON AND DOROTHY S. ESSINGTON MARKET STREET MORTGAGE CORPORATION Its' Successors and/or Assigns SMITH & HIATT, P.A. ATTORNEY'S TITLE INSURANCE FUND, INC. 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DEMAND CALCULATION 1st 10 KW @ 100% 10, 000 . REMAINDER @ 40% 9,800 A/C @ 100% 19, 200 DEMAND LOAD CONNECTED LOAD REFRIGERATOR RANGE WASHING MACHINE DRYER CENTRAL A/C SMALL APPLIANCES LIGHTS & RECEPTICLES 24 2 1{ MINTED ON NO. 1000H 29, 400 VA 29, 400 / 240 = 122. 50 AMPS EX I ST 0 A. ELEC. PANEL SUFFICES 1. 0 12. 0 i .5 6. 0 9. 6 3. 0 3. 5 5. 0 NEW LOAD SEE PANEL 1. 5 44. 1 Kw COOI)D I HATE - rl /FPL. EXIST. 6' y �+mus.rsw+: NEW ADO I TIONAL LOAD CONNECTED LOAD 44,100 - 9, 600 METER 34, 500 150 A. H. C. B. MISER MAC /J X0111.) I5 0 A PANEL 146 GROUND CU IN 1/2 "CONDUIT CONNECTED TO TWO 5 /B' x10' GROUNDING RODS SPACED 6' APART & BONDED TO A 3 /4" COPPER WATER STUB -OUT 6 20'L F OF STRUCTURAL STL (ext-ar) 1r WNW a aar.;.wsm;ea *�cx+�st�ra"• sywsv GENERAL NOTES 2. ALL REINFORCEMENT SHALLBE 60,000 PSI MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM A6I5 GRADE 60. ALL BAR LAPS SHALL HAVE A MINIMUM OF 36 BAR DIAMETER PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI AND MANUAL OF STANDARD PRACTICE CODES. USE CORNER BARS IN ALL FOUNDATION CORNERS TO MATCH REINFORCEMENT SIZE AND SPACING, 3. ALL S 1 KUGTURAL STEEL SHALL BE ASTM A -36 STEEL ALL BOLTS SHALL BE ASTM A -325 GRADE. ALL ANCHOR BOLTS SHALL BE ASTM A -301 GRADE. 4. ALL STRUCTURAL STEEL SHALL BE FREE OF SCALE, RUST, OIL AND OTHER DELETERIOUS MATERIAL 5. ALL TIMBER SHALL HAVE A MINIMUM FIBER STRESS OF 1,250 PSI UNLESS OTHERWISE NOTED ON DRAWINGS. 6. ALL TIMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED, HAVE AN APPROVED SEPERATING, MATERIAL, OR HAVE GALVANIZED ANCHOR SEAT. - 7. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL HAVE AT LEAST A 3 -STUD POST ALL ENDS AND CORNERS AND AT EACH END OF WINDOW AND DOOR OPENINGS. S. ALL PARTITIONS GREATER THAN 10 FEET HIGH WITHOUT A LATERAL SUPPORT SHALL HAVE DOUBLE 2 X 4 STUDS AT 16" O.G. (NAILED TOGETHER WITH 1017 NAILS AT 6" O.G) q. USE WASHERS AT ALL BOLTED TIMBER CONNECTIONS. 10. ALL BEARING WALL OPENINGS SHALL HAVE (2) 2 X 12 HEADERS (TYPICAL UNLESS NOTED) WITH 1/2" PLYWOOD IN BETWEEN. REINFOt CEI MASONRY NOTES: S: a. b. MORTAR TYPE M. COMPLAYING WITH THE REQUIREMENTS OF AS111 C210 -80 AND ASTM C150 -81 3. CONSTRUCTION a. a ALL CONCRETE UNITS SHALL CONORM TO ASTM C90 - AND AS111 C145 -10 PRISM STRENGTH r'm 21500 PSI. c. GROUT SHALL BE 3/8' MAXIMUM SIZE PEAROCK CO•FOR1ING TO ASTM C146 -1I WITH A MINIMUN COMPRESSIVE STRENGTH OF 3,000 PSI GROUT SLUMP SHALL BE 8' MINIMUN. a REINFORCING BARS SHALL BE ASTM A6)5, GRADE 60. HORIZONTAL JOINT REINFORCEMENT SHALL BE "8 LADDER TYPE DUROWAL AT 16' ON CENTER FOOTING COLUMNS BEAMS INTERIOR SLABS EXPOSED SLABS MATERIALS, METHODS OF CONSTRUCTIONS , INSPECTIONS , AND TESTING SHALL BE SPECIFIED BY NCMA AND ACI. b. MANSORY UNITS SHALL BE LAID IN RUNNING BOND WITH FACE SHELL BEDDING. EXECEPT THE FIRST COURSE OF MANSORY ON THE FOUNDATION SHALL BE LAID IN FULL BEDDING. c. LAPPING REINFORCEMENT. I. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS. 2. HORIZONTAL JOINT REINFORCEMENT SHALL BE OVERLAPED. 6' MINIMUM. d. PROVIDE CLEANOUTS OPENINGS AT THE BOTTOM OF ALL REINFORCED MANSORY CELLS TO BE FILLED WHERE FOUR OF GROUT EXCEEDS 4' -0' IN HEIGHT IF 1UOR1C IS STOPPED FOR ONE HOUR OR MORE, STOP GROUT POUR 11/2' BELOW TOP OF THE UPPFd UNIT. e. PROVIDE MIN. I "5 ON BOTH SIDES OF REINFOCED MANSORY OPENI•JG EXCEEDING 36' SPAN. ( REFER TO PLANN FOR ADDITIONAL REINFORCEMENT) r. PROVIDE MIN . 1 "5 BAR • 2' -0' FROM ALL CORNERS FOR ONE STORY MANSORY WALLS 12' -0' I -IGT.! OVER A$ WELL AS TWO STORY MANSORY WALLS. HOOK ALLVERTICAL RElt.FORCING INTO TIE BEAM! FOOTING 4. DESIGN DESIGN OF THIS PROJECT'S SAD UPON ENGINEERING INSPECTION OF THE REINFOCED MANSORY WORK. w:nav •:'.wrm•.wv1^L' : k,+las.gF•'+* «•wy inwrltr.. rst II. COORDINATE ALL STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS DIMENSIONS OF ALL PROJECT REQUIREMENTS. 12. SUBMIT 3 SETS SHOP DRAWINGS FOR THE ARCHITECTS REVIEW OF ALL ITEMS REQUIRING FABRICATION. DO NOT FABRICATE UNTIL APPROVED. I3. ALL ROOF TRUSSES SHALL BE ANCHORED AT EACH END WITH A I" X 14 GA HUGHES OTC. STRAP/TRUSS SEAT EMBEDDED IN CONCRETE BEAM AS SPECIFIED IN TYPICAL WALL SECTION .14. MINIMUM CONCRETE COVER OVER REINFORCING STEEL AS FOLLOWS: 3 " I -I/2" 3/4" I -1/2" 15. PROVIDE 12" HIGH WATER HAMMER ARRESTING CHAMBER AT EACH FIXTURE GROUP. IS. CONIKACTOR SHALL PROVIDE SEPERATE BIDS FOR COPPER AND PVC. WATER LINES. 1'1. ALL MATERIALS AND FIXTURES USED MUST BE BRAND NEW. I. STRUCTURAL WOOD, SUCH AS 4 X 4'5 OR 4 X 6'5 SHALL BE DOUGLAS FIR. 2 X 45 USED FOR STRUCTURAL WOOD POST COMPOSITE, YELLOW SOUTHERN PINE #2 OR BE! i t.R. 20. ALL ROOF JOISTS, TRUSSES, LOOKOUTS, BEAMS AND GIRDERS SHALL BE SECURED WITH APPROVED METAL STRAPS, CLIPS AND ANCHORS AT CONNECTIONS IN ACCORDANCE WITH SFBC CHAPTER 2'1. I. CODES ENGINEERED BEARING CONCRETE MANSON:7 WALLS ARE DESIGNED IN ACCORDANCE WITH THE BUILDING COD' (REQUIREMENTS FOR MANSORY STRUCTURES (ACI 530 -92/ ASCE 5 -92) .<AAID SPECIFICATIONS FOR MANSORY STRUCTURES (ACI 5301 -88/ AWE 1 -88). 2. MATERIALS 21. ROOF TKUSSES AND JOISTS SHALL BE PROVIDED WITH PERMANENT CROSS /LATERAL AND ALL BRACING REQUIRED TO RESIST UPLIFT AND LATERAL FORCES IN ACCORDANCE WITH SFJ3C CHAPTER 29. I8. FIRE STOPS SHALL BE PROVIDED AROUND TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. 11 .m..1.0v>,C4C anrmaewa ftAir. sO •all, -... wwxiaaa .74,Vu. g ,yam yy.44 ,. c..anr. wu lY�'^W'Yb aww4. �r - s;r. nsrrmu°Mgx. rs+v:a NO. ROOM NAME O 12; -"l O No. Width Height FLOOR TIL Thcknss BASE Material NOTE: USE MOISTURE RESISTANT DRYWALL 0 (3•' TI AROUND TUB /SHOWERS SMOKE DETECTOR CONNECTION DETAIL (NTS) - -- KITCHEN OR BATIIROOM LIGHT SMOKE DETECTOR SWITCH SWITCH LEG. LINE SIDE Of SWITCH PHASE CONDUCTOR 9.10KE DETECTOR SHALL BE HARDWIRED (110 VOLT IVE) TO A NOW- S1MIC}IAoLE KITCHEN O.R BAE}IROOM LIGHTING CIRCUIT, 'MTH BATTERY BACK-UP AND SHALL NOT BE CONNECTED ONTO ITIE LOAD SIDE Of GROUND FAULT CIRCUIT INTERRUPTER. All 91OKE DETECTORS 'WHIN EACH UNIT SHALL BE INTERCONNECTED. ROOM FINISH SCHEDULE DOOR SCHEDULE Type ' Frame Threshold CEILING MAT. HT. ((o <T 1t.t SOIL STATEMENT: On site observations indicate that the soils found are similar to those upon which the original design twos based. a minimum bearing capacity required of 2000 p.s.f. of undis- turbed rock and sand. As pP•; sec 2403.1(d) of 5.F.B.C. at time of construction, a licensed Architect or registered Professional Er,,ineer shall submit to the Building Official a letter attesting that the site has been observed and the foundation conditions are similar to those upon which the design is based. The letter shall be signed and bear the impress the seal of the Architect or Engineer, as op- plicable. SECURITY AND FORCED ENTRY PREVENTION 1. Provide intrusion and burglary security devices as set forth in chapter 36 of the .SFBC. 2. Ail locks on exterior doors shall be capable of resisting a force of 300 lb. applied in any movable direction and in accordance with resistance standards set forth in the SFBC. 3. All single exterior swing doors shall have a lock to be key operated from the exterior with a minim of 6000 possible key changes or locking auxiliary single dead bolt with hardened bolt inserts. 4. The active leaf of pairs of exterior swing doors shall have same locks as required for single exte- rior swing doors. The inactive leaf shall have multiple points of locks with 5/8" min. throw bolts with inserts. 5. Hinges on exterior out swinging doors shall have non - removable pins and non - exposed screws. 6. Glass and exterior doors shall comply with the ANSI standard 297.1. 7. Vision panel exterior doors other than glazing within 40 of the inside locking activating device of loose and swing doors shall comply with the ANSI standard 297.1. 8. Sliding glass doors and windows shall be installed and constructed so that no panel can be lifted from the tracks when in the locked position and so as to comply with the AAMA standards for force entry resistance, AAMA 13033 provide locks as per SFBC 36032(A)(B)2(AA) and (C) exte- rior windows shall be locked with device capable of withstanding a force of 150 lb. applied in an operable direction. 9. Exterior windows used as a means of escape shall also comply i', a door scope or vision panels. 10. Front main entrance doors shall be provided with a door scope or vision panels. GENERAL NOBS: Remarks I. BATHROOM FLOORS AND BASE TO BE OF IMPERVIOUS MATERIAL AS PER SECT. 1405.2 (B) S.F.B.G. 2. N.F.P.A. - 101 ; (3) AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS, KEYS, OR SPECIAL EFFORT AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQ. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. 3. NUMBERS OF ADDRESS SHALL BE PLACED VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY AND SHALL BE 3 INCHES MIN. IN HEIGHT. 4. TOILET ROOMS SHALL COMPLY WITH SECT. 1405.2b S.F.B.G. 5. ALL WATER CLOSETS, LAVATORIES, �IIOWERHEADS, AND SINKS SHALL COMPLY WITH TABLE 46 -R2 SFBC I114 EDITION SUPPLEMENT NO. 3. 6. FOR COLUMN AND CONCRETE FILLED BLOCK CELL LOCATION, SIZE $ REINFORCING REFER TO FOUNDATION PLAN SHEET A -2 - 1. ALL FIXED GLASS PANELS SHALL BE 3/16" SAFETY GLASS 8. N.F.P.A. - 101 ; Ig94 21 -2.4 CLOSET AND BATHROOM DOORS 21 - 2.4.3 EVERY CLOSET DOOR LACHT SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. • 21 -2.4.4 EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED. 21 -2.4.5 DOORS MAY BE SWINGING OR SLIDING. 21 -2.4.6 NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING 15 OCCUPIED. ALL DEVICES THAT IMPEDE OR PROHIBIT EGRESS OR THAT CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED. REVISIONS N 00 00 C/3 O kA- Date Its /ill (UI Scale S v/ ,) Drawn 12 -,a) Job p l Sheet BY Of Sheets 1 ` 7� } !± E iII L LftE .J CCK DESCRIPTION TRIP VOLTS COND. WIRE KW REMARKS - iC-2C LIGHTS & RECEPT I CLES 15 120 ROMEX 12 1. 0 (0, 3 Sq. Ft. ) (3N) 36 c -1 20 \ 20 ) I `' DEMAND CALCULATION 1st 10 KW @ 100% 10, 000 . REMAINDER @ 40% 9,800 A/C @ 100% 19, 200 DEMAND LOAD CONNECTED LOAD REFRIGERATOR RANGE WASHING MACHINE DRYER CENTRAL A/C SMALL APPLIANCES LIGHTS & RECEPTICLES 24 2 1{ MINTED ON NO. 1000H 29, 400 VA 29, 400 / 240 = 122. 50 AMPS EX I ST 0 A. ELEC. PANEL SUFFICES 1. 0 12. 0 i .5 6. 0 9. 6 3. 0 3. 5 5. 0 NEW LOAD SEE PANEL 1. 5 44. 1 Kw COOI)D I HATE - rl /FPL. EXIST. 6' y �+mus.rsw+: NEW ADO I TIONAL LOAD CONNECTED LOAD 44,100 - 9, 600 METER 34, 500 150 A. H. C. B. MISER MAC /J X0111.) I5 0 A PANEL 146 GROUND CU IN 1/2 "CONDUIT CONNECTED TO TWO 5 /B' x10' GROUNDING RODS SPACED 6' APART & BONDED TO A 3 /4" COPPER WATER STUB -OUT 6 20'L F OF STRUCTURAL STL (ext-ar) 1r WNW a aar.;.wsm;ea *�cx+�st�ra"• sywsv GENERAL NOTES 2. ALL REINFORCEMENT SHALLBE 60,000 PSI MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM A6I5 GRADE 60. ALL BAR LAPS SHALL HAVE A MINIMUM OF 36 BAR DIAMETER PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI AND MANUAL OF STANDARD PRACTICE CODES. USE CORNER BARS IN ALL FOUNDATION CORNERS TO MATCH REINFORCEMENT SIZE AND SPACING, 3. ALL S 1 KUGTURAL STEEL SHALL BE ASTM A -36 STEEL ALL BOLTS SHALL BE ASTM A -325 GRADE. ALL ANCHOR BOLTS SHALL BE ASTM A -301 GRADE. 4. ALL STRUCTURAL STEEL SHALL BE FREE OF SCALE, RUST, OIL AND OTHER DELETERIOUS MATERIAL 5. ALL TIMBER SHALL HAVE A MINIMUM FIBER STRESS OF 1,250 PSI UNLESS OTHERWISE NOTED ON DRAWINGS. 6. ALL TIMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED, HAVE AN APPROVED SEPERATING, MATERIAL, OR HAVE GALVANIZED ANCHOR SEAT. - 7. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL HAVE AT LEAST A 3 -STUD POST ALL ENDS AND CORNERS AND AT EACH END OF WINDOW AND DOOR OPENINGS. S. ALL PARTITIONS GREATER THAN 10 FEET HIGH WITHOUT A LATERAL SUPPORT SHALL HAVE DOUBLE 2 X 4 STUDS AT 16" O.G. (NAILED TOGETHER WITH 1017 NAILS AT 6" O.G) q. USE WASHERS AT ALL BOLTED TIMBER CONNECTIONS. 10. ALL BEARING WALL OPENINGS SHALL HAVE (2) 2 X 12 HEADERS (TYPICAL UNLESS NOTED) WITH 1/2" PLYWOOD IN BETWEEN. REINFOt CEI MASONRY NOTES: S: a. b. MORTAR TYPE M. COMPLAYING WITH THE REQUIREMENTS OF AS111 C210 -80 AND ASTM C150 -81 3. CONSTRUCTION a. a ALL CONCRETE UNITS SHALL CONORM TO ASTM C90 - AND AS111 C145 -10 PRISM STRENGTH r'm 21500 PSI. c. GROUT SHALL BE 3/8' MAXIMUM SIZE PEAROCK CO•FOR1ING TO ASTM C146 -1I WITH A MINIMUN COMPRESSIVE STRENGTH OF 3,000 PSI GROUT SLUMP SHALL BE 8' MINIMUN. a REINFORCING BARS SHALL BE ASTM A6)5, GRADE 60. HORIZONTAL JOINT REINFORCEMENT SHALL BE "8 LADDER TYPE DUROWAL AT 16' ON CENTER FOOTING COLUMNS BEAMS INTERIOR SLABS EXPOSED SLABS MATERIALS, METHODS OF CONSTRUCTIONS , INSPECTIONS , AND TESTING SHALL BE SPECIFIED BY NCMA AND ACI. b. MANSORY UNITS SHALL BE LAID IN RUNNING BOND WITH FACE SHELL BEDDING. EXECEPT THE FIRST COURSE OF MANSORY ON THE FOUNDATION SHALL BE LAID IN FULL BEDDING. c. LAPPING REINFORCEMENT. I. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS. 2. HORIZONTAL JOINT REINFORCEMENT SHALL BE OVERLAPED. 6' MINIMUM. d. PROVIDE CLEANOUTS OPENINGS AT THE BOTTOM OF ALL REINFORCED MANSORY CELLS TO BE FILLED WHERE FOUR OF GROUT EXCEEDS 4' -0' IN HEIGHT IF 1UOR1C IS STOPPED FOR ONE HOUR OR MORE, STOP GROUT POUR 11/2' BELOW TOP OF THE UPPFd UNIT. e. PROVIDE MIN. I "5 ON BOTH SIDES OF REINFOCED MANSORY OPENI•JG EXCEEDING 36' SPAN. ( REFER TO PLANN FOR ADDITIONAL REINFORCEMENT) r. PROVIDE MIN . 1 "5 BAR • 2' -0' FROM ALL CORNERS FOR ONE STORY MANSORY WALLS 12' -0' I -IGT.! OVER A$ WELL AS TWO STORY MANSORY WALLS. HOOK ALLVERTICAL RElt.FORCING INTO TIE BEAM! FOOTING 4. DESIGN DESIGN OF THIS PROJECT'S SAD UPON ENGINEERING INSPECTION OF THE REINFOCED MANSORY WORK. w:nav •:'.wrm•.wv1^L' : k,+las.gF•'+* «•wy inwrltr.. rst II. COORDINATE ALL STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS DIMENSIONS OF ALL PROJECT REQUIREMENTS. 12. SUBMIT 3 SETS SHOP DRAWINGS FOR THE ARCHITECTS REVIEW OF ALL ITEMS REQUIRING FABRICATION. DO NOT FABRICATE UNTIL APPROVED. I3. ALL ROOF TRUSSES SHALL BE ANCHORED AT EACH END WITH A I" X 14 GA HUGHES OTC. STRAP/TRUSS SEAT EMBEDDED IN CONCRETE BEAM AS SPECIFIED IN TYPICAL WALL SECTION .14. MINIMUM CONCRETE COVER OVER REINFORCING STEEL AS FOLLOWS: 3 " I -I/2" 3/4" I -1/2" 15. PROVIDE 12" HIGH WATER HAMMER ARRESTING CHAMBER AT EACH FIXTURE GROUP. IS. CONIKACTOR SHALL PROVIDE SEPERATE BIDS FOR COPPER AND PVC. WATER LINES. 1'1. ALL MATERIALS AND FIXTURES USED MUST BE BRAND NEW. I. STRUCTURAL WOOD, SUCH AS 4 X 4'5 OR 4 X 6'5 SHALL BE DOUGLAS FIR. 2 X 45 USED FOR STRUCTURAL WOOD POST COMPOSITE, YELLOW SOUTHERN PINE #2 OR BE! i t.R. 20. ALL ROOF JOISTS, TRUSSES, LOOKOUTS, BEAMS AND GIRDERS SHALL BE SECURED WITH APPROVED METAL STRAPS, CLIPS AND ANCHORS AT CONNECTIONS IN ACCORDANCE WITH SFBC CHAPTER 2'1. I. CODES ENGINEERED BEARING CONCRETE MANSON:7 WALLS ARE DESIGNED IN ACCORDANCE WITH THE BUILDING COD' (REQUIREMENTS FOR MANSORY STRUCTURES (ACI 530 -92/ ASCE 5 -92) .<AAID SPECIFICATIONS FOR MANSORY STRUCTURES (ACI 5301 -88/ AWE 1 -88). 2. MATERIALS 21. ROOF TKUSSES AND JOISTS SHALL BE PROVIDED WITH PERMANENT CROSS /LATERAL AND ALL BRACING REQUIRED TO RESIST UPLIFT AND LATERAL FORCES IN ACCORDANCE WITH SFJ3C CHAPTER 29. I8. FIRE STOPS SHALL BE PROVIDED AROUND TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. 11 .m..1.0v>,C4C anrmaewa ftAir. sO •all, -... wwxiaaa .74,Vu. g ,yam yy.44 ,. c..anr. wu lY�'^W'Yb aww4. �r - s;r. nsrrmu°Mgx. rs+v:a NO. ROOM NAME O 12; -"l O No. Width Height FLOOR TIL Thcknss BASE Material NOTE: USE MOISTURE RESISTANT DRYWALL 0 (3•' TI AROUND TUB /SHOWERS SMOKE DETECTOR CONNECTION DETAIL (NTS) - -- KITCHEN OR BATIIROOM LIGHT SMOKE DETECTOR SWITCH SWITCH LEG. LINE SIDE Of SWITCH PHASE CONDUCTOR 9.10KE DETECTOR SHALL BE HARDWIRED (110 VOLT IVE) TO A NOW- S1MIC}IAoLE KITCHEN O.R BAE}IROOM LIGHTING CIRCUIT, 'MTH BATTERY BACK-UP AND SHALL NOT BE CONNECTED ONTO ITIE LOAD SIDE Of GROUND FAULT CIRCUIT INTERRUPTER. All 91OKE DETECTORS 'WHIN EACH UNIT SHALL BE INTERCONNECTED. ROOM FINISH SCHEDULE DOOR SCHEDULE Type ' Frame Threshold CEILING MAT. HT. ((o <T 1t.t SOIL STATEMENT: On site observations indicate that the soils found are similar to those upon which the original design twos based. a minimum bearing capacity required of 2000 p.s.f. of undis- turbed rock and sand. As pP•; sec 2403.1(d) of 5.F.B.C. at time of construction, a licensed Architect or registered Professional Er,,ineer shall submit to the Building Official a letter attesting that the site has been observed and the foundation conditions are similar to those upon which the design is based. The letter shall be signed and bear the impress the seal of the Architect or Engineer, as op- plicable. SECURITY AND FORCED ENTRY PREVENTION 1. Provide intrusion and burglary security devices as set forth in chapter 36 of the .SFBC. 2. Ail locks on exterior doors shall be capable of resisting a force of 300 lb. applied in any movable direction and in accordance with resistance standards set forth in the SFBC. 3. All single exterior swing doors shall have a lock to be key operated from the exterior with a minim of 6000 possible key changes or locking auxiliary single dead bolt with hardened bolt inserts. 4. The active leaf of pairs of exterior swing doors shall have same locks as required for single exte- rior swing doors. The inactive leaf shall have multiple points of locks with 5/8" min. throw bolts with inserts. 5. Hinges on exterior out swinging doors shall have non - removable pins and non - exposed screws. 6. Glass and exterior doors shall comply with the ANSI standard 297.1. 7. Vision panel exterior doors other than glazing within 40 of the inside locking activating device of loose and swing doors shall comply with the ANSI standard 297.1. 8. Sliding glass doors and windows shall be installed and constructed so that no panel can be lifted from the tracks when in the locked position and so as to comply with the AAMA standards for force entry resistance, AAMA 13033 provide locks as per SFBC 36032(A)(B)2(AA) and (C) exte- rior windows shall be locked with device capable of withstanding a force of 150 lb. applied in an operable direction. 9. Exterior windows used as a means of escape shall also comply i', a door scope or vision panels. 10. Front main entrance doors shall be provided with a door scope or vision panels. GENERAL NOBS: Remarks I. BATHROOM FLOORS AND BASE TO BE OF IMPERVIOUS MATERIAL AS PER SECT. 1405.2 (B) S.F.B.G. 2. N.F.P.A. - 101 ; (3) AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS, KEYS, OR SPECIAL EFFORT AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQ. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. 3. NUMBERS OF ADDRESS SHALL BE PLACED VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY AND SHALL BE 3 INCHES MIN. IN HEIGHT. 4. TOILET ROOMS SHALL COMPLY WITH SECT. 1405.2b S.F.B.G. 5. ALL WATER CLOSETS, LAVATORIES, �IIOWERHEADS, AND SINKS SHALL COMPLY WITH TABLE 46 -R2 SFBC I114 EDITION SUPPLEMENT NO. 3. 6. FOR COLUMN AND CONCRETE FILLED BLOCK CELL LOCATION, SIZE $ REINFORCING REFER TO FOUNDATION PLAN SHEET A -2 - 1. ALL FIXED GLASS PANELS SHALL BE 3/16" SAFETY GLASS 8. N.F.P.A. - 101 ; Ig94 21 -2.4 CLOSET AND BATHROOM DOORS 21 - 2.4.3 EVERY CLOSET DOOR LACHT SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. • 21 -2.4.4 EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED. 21 -2.4.5 DOORS MAY BE SWINGING OR SLIDING. 21 -2.4.6 NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING 15 OCCUPIED. ALL DEVICES THAT IMPEDE OR PROHIBIT EGRESS OR THAT CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED. REVISIONS N 00 00 C/3 O kA- Date Its /ill (UI Scale S v/ ,) Drawn 12 -,a) Job p l Sheet BY Of Sheets REVISIONS BY ANC41 ALLOWABLE LOAD: 5205 • FABTENERS REQ. POR DEVICE: CONC. BEAM FAt3T'iET R5OUIRED: 12 led EA. DA.DE COUNTY PRODUCT APPROVAL NO.: '33-1016.1 ROOF SLOPE 0 ROOF LIVE LOAD 30 psi ROOF DEAD LOAD 10 psf SOIL BEARING CAPACITY 2000 psf Carlos A. Naumann, P.E. Civil/Structural Engineer Florida Register #18594 9021 S.W. 188 Tern A/1;am; Fl 221 ti 3000 psf BUILDING USE FACTOR 1.0 Date 101 -1IO1 Scale - 1.4 Ov . d ts.J Drawn cam: `2... Job dl5j5.-- Sheet Of . Sheets SIMPSON STr2ON5 TIE: PRODUCT NO. : 344ET420 DE&IG>N UPLIFT: VARIE8 8EE ROOF FRAMING PLAN ANC41 ALLOWABLE LOAD: 5205 • FABTENERS REQ. POR DEVICE: CONC. BEAM FAt3T'iET R5OUIRED: 12 led EA. DA.DE COUNTY PRODUCT APPROVAL NO.: '33-1016.1 DESIGN WIND SPEED 110 mph MEAN ROOF HEIGHT 10 ft. WIND VELOCITY PRESSURE 27.32 psf ROOF SLOPE 0 ROOF LIVE LOAD 30 psi ROOF DEAD LOAD 10 psf SOIL BEARING CAPACITY 2000 psf CONCRETE COMPRESSIVE STRENGTH 3000 psf BUILDING USE FACTOR 1.0 ,,..0. r .. mr• x 0 ..a.. sn.s0 00000.wmsacww+w r.ti r,. r s.� JOINT SEALING COMPOUND V. . • + CU L ti 4 • 4 000H CLEARrnINT • 1' -6" ISOLATION JOINT (I.J.) N.T.S. TIE COLUMN DETAIL SCALE: 3/4 " =1' -0" JOINT DETAILS SCALE: 3/4" =1' -0 1 ' 6 1 • • . ♦4' 8"X12" CONC. T.B. W/4 #5 CONT. 8 "X12" CONC. TIE COL. W/4 #5 CONT. Y 1 •' • �' •-; - w; - 1 -- r" - : . • •. �� • • RD-3 2' 6" 90 (BENT) I #34)TIES 0 12" O.C. to • 4• ; . 2' -6" LONG BAR SPLICE \ (TYP.) • • • • • • O 8 "x12" CONC. TIE. COL. AT CORNER ADD'L REINF. BAR 1 #5 TOP & BOTT. BENT 90 AT CORNERS 8 "X12" CONC. T.B. W/4 #5 CONT. CORNER TIE BEAM DETAIL SCALE: a) Tension Capacity of Angle Section i. 3/16' Engle 9/16" Gia. Hole A net =(3 "- .563)(.1875) _ .457 in 2. 1/4" !ogle 9/16" Dio. Hole A net =(3 "- .563 ")(.25') = .609 in 3. 3/16" Angle 13/16" Dia. Hole A net.- 813 _ .410 in 4. 1/4" Ragle 13/16 Dia. Hole A net =(3 " - .813 ")(.25 ") _ .547 .in Based on Alfcwoble Tension Stress of .45 Fy = .45(36000) = 16200 psi 1. = .457 in (16200) (2) = 14806# 2. _ .609 in (16200) (2) = 197321 3. = .410 in 2 (16200) (2) = 132840 4. = .547 in (16200) (2) = 177231 a) Bolt Copocity in Concrete 1/2" Dia. Romset Red Heod 4 1/2" Embedment 3/4" Dia. Ramset Red Head 6 3/4' Embedment By Interpdotion in 3000 psi, Concrete 1/2' Dia. Ultimate = 8818/ Working = .25(8818) = 22051 1/4" Dia. Ultimate = 188921 Working = .25(18892) = 4723/ 2 Bolts 112 Dia = 4410/ 2 Bolts 3/4" Co. 1 = 9446/. Single Member = Double Member = o) Copocity of Beoring on Wood Top Chord of Girder A= 1.5 "(4 ") = 6 in A= 3.0 "(4) = 12 in • #30T ES 0 48" 0 C. • • • + • • • J :tee �"y k•SkF•aae+llmiAt O i ▪ • .r • Y • • Y • • • r" vg- ULTIMATE 2000 psi = 88011 3500 psi = 88541 ULTIMATE 2000 psi = 15982) 3500 psi = 203471 • • • Therefore: Single Member = 6 1n psi) (1 6) = 54241 Double Member = 12 in (565 psi) (1.6) = 10848/ . .0.0a..r. >.1 >+0•7 ••••a+ a_1^+w*.nnnn *0 s•r x• egmm•ww1•m7.a.•r 4 7a .A• ste.•1.r- w.v sw:rIIIR; • MIN, CLEAR EA. WAY TYP. T.S.E. SCALE: 6M POLYETHYLENE MOISTURE BARRIER • x . , •- X--. -X •' X • • t. -.IIr. -J1• Ir : I �. ,�I II�III ICI__ _1�l�lilL�1�� 11� I I�I�II_II - - Ili - I1t =III Ilf =i�* = 111 I - I I T.I 1 11 1 11 _ -TI�I I i� � q..am 0.0..000.00( .W,L0. LAP MESH 36" III THICKENED SLAB EDGE (TSE) W/1 #5 CONTINUOUS • . o • TYP. WALL CONN. TO FOOTING SCALE: 3/4" WIND LOAD CALCULATIONS (ROOF) WALL FOOTING MOST CRITICAL LOAD DL (without WL) CALC. BASED ON 1 ft. TRIBUTARY =8.5 sf. ROOF DL (FOR COMP.) = 25 psf. LIVE LOAD = 30 psf 212.5 lb (roof DL) + 9 5. 7 lb (tie beam) + 390 lb (wall) + 261.5 lb (footing) = 966 lb x ft L.L = 30 psf x 8.5 sf = 255 lb 255 lb +966 lb = 1221 lbx ft / 1.8 ft (foot. width) = 678 psf 20150 psf (soil bear.ca / 678 psf (comp. of ftg.) = 2.95 > 1.5 O.K. (sofety factor). .R -30 FIBERGLASS INSUL. ACOUST. SPRAY FIN. ON 1/2" GYP. BOARD ON MTL. HI -HATS AT 16" O.C. 1 X 2 P.T. FIRESTOP AT TIE BEAM PERIMETER 8' -0" HGT. A.F.F. MAX. 8 "X12" CONC. TIE BEAM w/4 #5'S CONT. & 2 - #5'S BENT AT CORNERS 30" EACH WAY -TYP. 4 #3 TIES AT 12" O C. AT CORNERS AND AT EACH BEND AND 48" O.C. ELSEWHERE 1/2" DRYWALL ON 1X2 P.T. WD. STRIPS AT 16" O.C. (PROVIDE R-42 S INSUL. BETWEEN STRIPS) 8" CONC. BLOCK WALL W /STD. . #8- TRUSS TYPE HORIZ. REINE. EVERY SECOND COURSE. THIS REINF. SHALL EXTEND 4" INTO TIE COLS. 1X2 PT. WD. NAILER WOOD BASEBOARD 4" CONCRETE SLAB WITH 6 "X6" 10/10 W.W.M. ON VAPOR BARRIER OVER WELL COMPACTED FILL EXTRA LAYER OF W.W.M. iii 11_111_ = i ii I 11 'APOR BARRIER 2 "x4" CROSS BRACING AT EA. END AND AT 20' INTERVALS OF LATERAL BRACING NAIL W/ 4 -16d NAILS E.E. ALSO AT 20 FOOT INTERVALS 5/8" EXT. GRADE PLYWOOD TRUSS TOP CHORD TRUSS BOTT CHORD h= 9.75' B =24' L= 10' -0"' DL= 10 psf 1= 1.05 V= 110 MPH EXPOSURE C K= 0.80 q= 0.00256 K ( IxV )2 q= 0.00256 x 0.8 ( 1.05 x 110 ) q= 27.32 psf Cpi= +0.25 and -0.25 CCp= •-1.2 at field and -2.5 at perimeters. p= q (CCp- GCpi) plot perimeter) =75.13 psf -DL= 65.13 psf plat field)= 39.61 - DL= 29.61 psf MOST CRITICAL LOAD WL + DL p= 65.13 psf TA') UPLIFT AT STANDARD TYPICAL TRUSS END Ro =Rb= p at perrn.(S)+ p at field(L /2) (75.13 x'.2-) + (65.13 x 25/2) Ra = Rb =-97 lb._ () UPLIFT ON MIDDLE OF TYPICAL TRUSS Rc= p x L 65.13 U"t%L = P2Ib f C, UPLIFT AT OVERHANG ON OUTLOOKERS Rd= p x S 75.13 (1) = Vi i MESH 30" MIN. AROUND PERIk:_TER ,, 0 0 1:11 2010A0506eisit4 a "a sns=w100AC 0,4/0010.0,0•1•73.0•000 80•■••• _.p•t( ,,,..�.�^r • • •• 12 FIRST TRUSS C 2' FROM FACE OF GABLE DESIGN CR'TERM flvW veVIrt X , ' °X• • • X • X� 11 -11 - 111 =-1I1- , III =i 11 =I I PI 11=-1 PROVIDE SIMPSON 2X4 JOIST HANGER, FULLY NAILED 2 -10d AILS TYPICAL 2 "x4" CONTINUOUS LATERAL BRACING AT TOP AND BOTTOM NAILED TO TOP AND BOTTOM CHORDS. CROSS BRACING AT GABLE END DETAIL DESIGN COMPLIES W/ SOUTH FLORIDA BUILDING CODE & AMERICAN SOCIETY OF COAL ENGENEERS 7 -88 (SECC.6) 1�1 • f'ANIgL T(1 ON 1 - 30# FELT TINTAGGED TO 5/8" PLYWOOD SHEATHING. SHEATHING ANCHORAGE SHALL BE HAND NAILED W /80 COMMON NAILS - SPACING SHALL BE 6" O.C. AT PANEL. EDGE AND " O.C. 0 INTERMEDIATE SUPPORTS. NAIL SHEATHING TO GABLE END W /80 0 4" O.C. SIMPSON HETA -20 OR RUCHE TA -20 SEAT & STRAP W/4-10D NAILS TO SEAT & 9 -10D NAILS TO STRAP. SIMPSON MTL STRAP 0 EA TRUSS - GA. MTL. DRIP ON 1 X 2 P.T. WD. NAILER _ 2X6 SMOOTH FINISH WO. FASCIA - PAINTED TWO - COAT STUCCO FINISH #5 "L" DOWEL WOO" OVERLAP TOP & BOT. F.F. Ip Y Ir, cOt.IC• Frc, W /2# 5cvr11" TYPICAL WALL SECTION P - ROVIDE HURRICANE STRAP WITH METAL SEAT, 0 EA. OUT RIGGER, 1" X 20 CA. EMBEDDED IN CONCRETE WRAPPED OVER 2X4, W /3 - -16d NAILS 8" X 8" CONC CAP W/2 #5 CONT. 2X4 P.T. x 16" LONG BOLTED w/2 -1/2" DIA. EXPANSION BOLTS 8" REINF. CONC. BLOCK GABLE END W /CELLS _ FILLED W/ K - PROVIDE (TWO) 2 SiMPSON H4 HURRICANE CLIPS, AT TOP & BOTT., FULLY NAILED. NOTE: LATERAL BRACING IS REQUIRED EVERY 10' -0" SPAN OF TRUSS SEE DETAIL ON THIS SHEET CV �U) 1 Q I ON REINF. MASONRY / r bI7 l I � / � I1f1VtN/\. 1 ‘N./i . -. 1/o or-, IN/011' _ ( ' r -� •.._. nea SOSUNO IC2IN %x AELM I -21," •r.iMMIIwEUIZ 44_ z. m lsm .f t.attfeelM , „ lY•�,8•y , • , A'� JP 2 + b ?I[ r-w.. 6 6 \� //I 0 �vff�. t,111,16 . 104 ca-1. fi \v /o. 1 \, sp,Prw. ot \v/ vo-f. I I 9 /1 } ,1 t1'' D egloll-1 lo Add 9HO/re LI d edit. 090,r5 �Al °i 1e. /j2 �d ail: O -li I "n h\/ [ILO 't I k 11 I II Piz/ i(A i ,zof 00. Iv* Ilaieo- �✓1 6 111 (\V2Q -[r2L Ole 1 ' r � nrrs ,s asm ews,aznae� sgiaranea . !a.nw+ae•e.+s+. ;.Iw xctsorewrrw .rr.:s+e- aural- VMP~µ+czuergetItsm, AVonSI as Mmaeeu ai¢� i � a '10 PPIv ft / 1 k 15 Poi ,6 z 1116 11 ' ��•I - I Imit,p \\) �� V- Ra�nns�ss a:'rv'ra - I�Xi ■`JD rAGId gip= 9(p4- tI� _092Io '/ 104 a1 k11 I �!Ilh• CAD ' a:mattrumantoo. ^nFIVISI we SIMPO v.r+ .rvr�.'+e mxfa+mwroaweuwn rrrasvx .6/(c21 �1 a__ Date 10`2110( Scale Jl1an Drawn R,(2 Job 0166 Sheet Of Sheets