2242 simms st permit set lot 19 nl(1)

LP1 IR1

LANDSCAPE PLAN & DETAILS IRRIGATION PLAN & DETAILS

AIA MEMBER

COVER SHEET SITE PLAN FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS BLDG. LONG SECTION BLDG. SHORT SECTION CONSTRUCTION DETAILS WINDOW & DOOR SCHEDULE

FLORIDA REGISTERED NO. 15170

NEW ONE STORY RESIDENCE FOR SERUR CONSTRUCTION LLC

CS A1.0 A2.0 A3.0 A4.0 A5.0 A6.0 A7.0 A8.0

3 A1

EQUIPMENT

#

REFERENCE NUMBER

REVISION

#

REVISION NUMBER

WINDOWS AND NOTES

#

WINDOW NUMBER AND NOTES

DOORS AND NOTES

#

DOOR NUMBERS AND NOTES

KEY NOTES

ELEVATION NUMBER SHEET NUMBER

E#

INTERIOR SECT. OR ELEVATION

#

REFERENCE NUMBER

MECHANICAL KAREN OLIVER K.O. ENERGY DESIGN, LLC 1470 NORTH CONGRESS AVE. WEST PALM BEACH, FL 33409 561.327.7272 KOENERGYDESIGN.COM

LOCATION MAP

STRUCTURAL: ENGINEERING EXPRESS FRANK L. BERNARDO, P.E. 160 SW 12TH AVENUE, #106 DEERFIELD BEACH, FL 33442 954.354.0660 WWW.ENGEXP.COM

LANDSCAPE: LYNN BENDER LANSCAPE ARCHITECTURE LYNN BENDER, L.A. 5610 ADAIR WAY LAKE WORTH, FL 33467 561.644.3237 LBENDERARCH@GMAIL.COM

COVER SHEET - LOT 19

LOT 19 2242 SIMMS ST, HOLLYWOOD, FL 33020

ELEVATIONS

SHEET NUMBER

.0

2 A2

NEW ONE STORY RESIDENCE FOR SERUR CONSTRUCTION LLC

DETAIL NUMBER

SECTION DETAIL

SECTION/ELEV.

ARCHITECTURAL, E. & P.: VINICIO FERNANDEZ, AIA VINICIO R FERNANDEZ, INC. 501 SW 11TH PL, #411B BOCA RATON, FL 33432 561.362.9939 ARCHIVIN@BELLSOUTH.NET

ITEM

A R C H I T E C T

REFERENCE SYMBOLS

CONSTRUCTION SITE: LOT 19, BLOCK 4, 2242 SIMMS STREET

A0

GENERAL NOTES

SYMBOL LEGEND

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 voice 561.362.9939 archivin@bellsouth.net

NUMBER

REVISIONS

2018.02.05

FOUNDATION PLAN ROOF FRAMING PLAN TYP. SECTION & DETAILS PANEL ELEVS. & REINFORCING PANEL ELEVS. & REINFORCING PANEL ELEVS. & REINFORCING COVERED ENTRY SECTION STRUCTURAL NOTES

ISSUED FOR PERMIT

S1 S2 S3 S4 S5 S6 S7

DATE

M1.0 MECHANICAL PLAN E1.0 ELECTRICAL PLAN P1.0 PLUMBING PLAN

Vinicio R. Fernandez, Inc.

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

S:\2018 RES\SERUR - 2242 & 2246 SIMMS\SERUR - 2242-46 SIMMS ST - HOLLYWOOD.pln

ABBREVIATIONS A.B. ANCHOR BOLT A/C AIR CONDITIONING ACC. ACOUSTICAL A.D. AREA DRAIN ADJ. ADJUSTABLE A.C.R. ABOVE CROWN OF ROAD A.F.F. ABOVE FINISHED FLOOR A.F.G. ABOVE FINISH GRADE AL. ALUMINUM ALT. ALTERNATE A.P. ACCESS PANEL ARCH. ARCHITECT(URAL) BD. BOARD BIT. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLK'G. BLOCKING BM. BEAM BOT. BOTTOM BR'G. BEARING B.T.U. BRITISH THERMAL UNIT CAB. CABINET CTR. CENTER COTR. COUNTER C.M.U. CONCRETE MASONRY UNIT CO. COMPANY COL. COLUMN CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS COV. COVERED CNTR. COUNTER CU. FT. CUBIC FOOT OR FEET CU. IN. CUBIC INCH OR INCHES D.F. DRINKING FOUNTAIN D.F. DOUGLAS FIR DIA. DIAMETER DIM. DIMENSION DISC. DISCONNECT DISP. DISPOSAL DIST. DISTANCE DR. DOOR E. EXISTING EA. EACH ELEC. ELECTRIC ELEV. ELEVATOR ELEV. ELEVATION ENG. ENGINEER(ING) ENLARG. ENLARGEMENT EQ. EQUAL EQUIP. EQUIPMENT EXIST. EXISTENT/EXISTING EXT. EXTERIOR FAM. FAMILY FBC FLORIDA BUILDING CODE F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET FIN. FINISH FLR. FLOOR FND. FOUNDATION FT. FOOT OR FEET FTG. FOOTING FRE. FRENCH F.V. FIELD VERIFY G. GIRDER GA. GUAGE GALV. GALVANIZED G.T. GIRDER TRUSS GFI GROUND FAULT INTERRUPT GL. GLASS GYP. GYPSUM HC. HOLLOW CORE HD. HEAD HDR. HEADER HORIZ. HORIZONTAL HT. HEIGHT INSUL. INSULATION INT. INTERIOR J. JANITOR JB JUNCTION BOX JAN. JANITOR LAV. LAVATORY M. MEN MAX. MAXIMUM MECH. MECHANICAL MFG. MANUFACTURER MEZZ. MEZZANINE MGR. MANAGER MIN. MINIMUM MOD. MODIFICATION MONO. MONOLITHIC MTL. METAL N. NEW N.A. NOT APPLICABLE NEC NATIONAL ELECTRIC CODE NO. NUMBER NOM. NOMINAL N.P. NOT PERMITTED O.C. ON CENTER OCC. OCCUPANCY OFF. OFFICE O.H. OVERHANG, OVERHEAD OPN'G. OPENING PART. PARTITION PL PROPERTY LINE P.T. PRESSURE TREATED P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH REM. REMOVE REMVAL REMOVAL R.A. RETURN AIR RAD. RADIUS RECPT. RECEPTION REF. REFRIGERATOR REINF. REINFORCING RELO. RELOCATE ITEM RELP. REPLACE REQ. REQUEST REQ'D. REQUIRED REV. REVERSE RM. ROOM S.C. SOLID CORE DOOR SCH. SCHEDULE SEC. SECTION S.B. SETBACK (LINE) S.F. SQUARE FOOT OR FEET SHT. SHEET SHWR. SHOWER SHT. SHEET SIM. SIMILAR SL. SLIDING S.P. SOUTHERN PINE SQ. IN. SQUARE INCH OR INCHES STL. STEEL STO. STORAGE STRUCT. STRUCTURAL T. TOILET TRANSV. TRANSVERSE TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED URN. URINAL VERT. VERTICAL VEST. VESTIBULE W. WOMEN W.C. WATER CLOSET (TOILET) WD. WOOD WF. WATER FOUNTAIN WP WEATHER PROOF WT. WEIGHT W.W.F. WELDED WIRE FABRIC W.W.M. WELED WIRE MESH

REAR 29.4

29.6

5

7.33

25

4" THICK

W=SEE PLANS

WIDTH - "W" = AS SHOWN ON PLANS.

LANDSCAPE NOTES 1.

2.

REFER TO LANDSCAPE DWGS. & DETAILS. REFER TO IRRIGATION DRAWINGS.

NOT TO SCALE

E # EXISTING ELEV. N # NEW ELEV.

NO GARBAGE DISPOSAL WILL BE PROVIDED. ENERGY STAR APPLIANCES WILL BE PROVIDED. ONLY ONE HEAD PER SHOWER WITH MAXIMUM FLOW OF 2.5 GALLONS PER MINUTES AT 80 PSI. DEDICATED STORAGE AREA FOR GARBAGE AND RECYLING BINS, REFER TO SITE PLAN. KITCHEN CABINETS WILL BE PROVIDED WITH PULL-OUT RECYCLE BINS.

LOT 19, BLOCK 4, OF "LIBERIA", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 43 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA.

105'

105'

3'

N 8.50

ELEVATION NOTE: 7.34' BLDG. SETBACK

AREA DRAIN, W/1' CONC. COLLAR, typ.

25.33'

7.33' BLDG. SETBACK

40' N 7.82

2 A1.1

N 7.15 N 6.65

N 6.28 E 6.7

NEW 1" WATER WM METER (F.V.)

6" DEEP RETENSION AREA

DEDICATED AREA FOR GARBAGE & RECYLE BINS.

N 7.10

N 6.65

E 6.78

E 7.60

4' HIGH FENCE

E 7.15

40'

3' GATE

14.0' ALLEY (12'-0" ASHPALT)

BEST MANAGEMENT PRACTICE NOTES: CONTRACTOR TO USE BEST MANAGEMENT PRACTICE DURING CONSTRUCTION TO PREVENT ERROSION AND RUN-OFF.

ELEVATION NOTE: BUILDING'S HEATING, VENTILATING, AND AIR CONDITION (HVAC) EQUIPMENT, SHALL HAVE THE LOWEST FLOOR, INCLUDING GARAGE, ELEVATED NO LOWER THAN 12 INCHES ABOVE THE BASE FLOOD ELEV.(BFE) AND NOT LESS THAN 18 INCHES ABOVE LOWEST ADJACENT ROAD CROWN (LARC).

DATE NUMBER

CD W

3'

LEGAL DESCRIPTON:

E 7.70

50.15'

N 6.70

ac comp.

4'

BLDG. SETBACK

8" THK. RETAINING. WALL LENGTH

5.53' N 7.20

4'

E 7.20

REVISIONS

2018.02.05 ISSUED FOR PERMIT

29.6'

BLDG. SETBACK

6.75' 22.96'

17.43'

CANTELIVERED ENTRY ROOF

3.33'

FF

7.32'

ZONING DISTRICT: RS-1

CONTRACTOR SHALL PROVIDE VIEW TRIANGLE AT STREET CORNER, DRIVEWAY AND FIRE HYDRANTS CLEARANCE ZONE PER CITY OF HOLLYWOOD REQUIREMENTS, REFER TO LANSCAPE PLANS.

6'

RAMP UP 6"

DW

N 7.50

57.5%

BOTTOM OF BUILDING'S HEATING, VENTILATING, AND AIR CONDITION (HVAC) EQUIPMENT, SHALL BE SET AT PROPOSED FLOOR ELEVATION OF HOUSE, INCLUDING GARAGE, ELEVATED NO LOWER THAN 12 INCHES ABOVE THE BASE FLOOD ELEV.(BFE) AND NOT LESS THAN 18 INCHES ABOVE LOWEST ADJACENT ROAD CROWN (LARC). INSTALL AC ON WALL BRACKETS OR STILTS TO NOT RAISE SITE GRADE.

10.65' BLDG. SETBACK

6'

EXISTING WATER MAIN, FIELD VERIFY SIZE & LOCATION

CONTRACTOR TO FIELD VERIFY SEWER LATERAL LOCATION OR COORDINATE WITH ENGINEERING TO INSTALL NEW LATERAL.

1.

2.

3.

4.

5.

PROPOSED ONE STORY RESIDENCE FINISH FLOOR ELEVATION = +9.0' NAVD 88

N 6.85

N 6.85

42.5%OF STORIES: 1 NUMBER

HAZARD: NFPA ORDINARY.

N 9.70

SEWER LATERAL NOTES: THE FOLLOWING GREEN BUILDING PRACTICES WILL BE PROVIDED:

3.66'

12" PVC (1% SLOPE) 22.96'

NFPA OCCUPANCY: NEW RESIDENCE

VIEW TRIANGLE NOTES: ELEVATION LEGEND

26.44'

29.6'

4' HIGH FENCE

F.B.C. - OCCUPANCY: RESIDENTIAL GROUP R3

CONTRACTOR SHALL GRADE SITE PER DRAINAGE FLOW PER FLOW ARROWS. ALL WATER GENERATED ON THIS SITE WILL BE RETAINED ON SAID SITE. FLOW ARROW =

FOR REFERENCE ONLY

BLDG. SETBACK

6" DEEP SWALE, TYP.

BLDG. SETBACK

NFPA 101 - LIFE SAFETY CODE - 2012 Edi on.

DRAINAGE NOTE:

SIDWALK CONSTRUCTION DETAILS

22' B.S.B.

1

N

SITE PLAN SCALE: 1/8" =

1'-0"

0

4'

8'

2242 SIMMS ST, HOLLYWOOD, FL 33020

6"

AT DRIVEWAYS & 0THER AREAS WITH VEHICULAR ACCESS.

7.35'

NEW ONE STORY RESIDENCE FOR SERUR CONSTRUCTION LLC

PEDESTRIANS ONLY

3' GATE

8.12'

16'

SURVEY INFORMATION BY:

BASELINE ENGINEERING & LAND SURVEYING INC survey dated 1/2/2018.

SITE PLAN - LOT 19

.0

4"

NFPA 70 - ELECTRICAL CODE- NEC 2012 Edi on

N 8.5

18.04'

A R C H I T E C T

5.

AREA DRAIN

A1

4.

3' GATE NEW CONC. WALKWAY

N 8.66

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 voice 561.362.9939 archivin@bellsouth.net

3.

CODE 2017 (F.B.C. 6th Edi on) TYPE OF CONSTRUCTION: VB

4' HIGH FENCE

2.

CITY SIDEWALK: 4" CONCRETE OVER COMPACTED SUB GRADE PER CITY STANDARDS. OWNER SIDEWALK: 36"X60" CONCRETE PAVERS OVER COMPACTED CLEAN FILL INSTALL PER MANUFACTURER SPECIFICATIONS. DRIVEWAY: CONCRETE SLAB OVER COMPACTED CLEAN FILL INSTALL PER MANUFACTURER SPECIFICATIONS AND ENGINEERING DRAWINGS. EDGE OF ROAD PAVEMENT, VARIES, CONTRACTOR SHALL VERIFY LIMITS. REFER TO LOCAL CODES FOR DRIVEWAY TO ROAD DETAILS. CONTRACTOR TO DEMOLISH AND OR REMOVE ANY EXISTING DEBRIS ON SITE.

4' HIGH FENCE

Vinicio R. Fernandez, Inc.

THICK "T"

1.

42.5% 57.5% FLORIDA BUILDING

6" DEEP SWALE, TYP.

SIDEWALK TICKNESS TABLE

SITE PLAN KEY NOTES

12" PVC (1% SLOPE)

24.74'

"A"

13.

6" DEEP RETENSION AREA

BLDG. SETBACK

"B"

5'-0" CENTER TO CENTER ON SIDEWALKS SCORED DURING PLACEMENT OR SAW CUT WITHIN 24 HOURS OF PLACEMENT. WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES.

12.

AREA DRAIN, W/1' CONC. COLLAR, typ.

27.19'

"A"

LOCATION P.C. AND P.T. OF CURVES JUNCTION OF EXISTING & NEW SIDEWALKS & EVERY 30'

11.

PARKING STALL NO. 2 8.5' X 19' (DASHED LINES)

PARKING STALL NO. 1 8.5' X 19' (DASHED LINES)

AREA DRAIN

50.15'

1. ALL SIDEWALKS SHALL BE CONSTRUCTED THRU DRIVEWAYS. 2. ALL SIDEWALKS SHALL INCLUDE ADA COMPLIANT RAMPS @ INTERSECTIONS.

PROJECT & CODE DATA:

8'

9.

AND/OR SUB-CONTRACTOR SHALL BEAR THE EXPENSE OF THE CORRECTION. LOT SOIL AREA CALCULATION: CONTRACTOR SHALL FULLY REVIEW BEARING CAPACITY REPORT PREPARED BY EAST COAST TESTING & ENGINEERING INC. PRIOR TO SUBMITTING BID TO OWNER. LOT 19 COMPLY WITH NFPA 101-22THE SECOND MEANS OF EGRESS SHALL 2.1.2 AND SHALL HAVE A CLEARTOTAL MINIMUM SITEOPENING AREA OF NOT LESS 4,200.00 THAN 5.7 SQ. FT. (MIN. 20" W/24" H).

FINISHES SHALL BE CLASS A, B, OR C ONLY. ALL EXTERIOR WINDOWS AND BUILDING DOORS MUST HAVE IMPACT PROTECTION. AREA 1,194.00 ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. DRIVEWAY 392.00 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OR ANY PRODUCT COVERED ENTRY 110.00 APPROVAL DATA SUBMISSION AND APPROVALS

BY BUILDING DEPARTMENT. WALKWAYS 54.00 MILLWORK CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND/OR STOOP PATIO 23.00 SAMPLES FOR ARCHITECT'S REVIEW AND/ FOR ALL OR ANY CABINETRY AND CUSTOM FEATURES. CONTRACTOR'S AC PAD BID SHALL INCLUDE 12 KITCHEN AND BATH CABINETRY AND COUNTERTOPS. IMPERVIOUS GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATH TUB OR 1,785.00 SHOWER SHALL BE SAFETY GLAZING, AND LESS THEN 60" ABOVE THE 2,415.00 PERVIOUS FLOOR OF THE TUB OR SHOWER. DRAWINGS INDICATE "PGT" www.pg ndustries.com WINDOWS SIZES BUT CONTRACTOR CAN CHANGE MFG. AND SHALL FIELD VERIFY ROUGH OPENING SIZES PRIOR TO PURCHASING. SECURED WINDOWS AND DOORS TO THE STRUCTURE THROUGH THE USE OF P.T. WOOD BUCKS IN ACCORDANCE WITH THE MANUFACTURER'S PRODUCT APPROVAL AND SPECIFICATIONS.

NEW 4" CONC. DRIVEWAY, WITH W.W.M. OR FIBER REINF., & SHALL MATCH PERIMETER SWALE

E 7.88

OWNER: SERUR CONSTRUCTION, LLC 3465 WINDMILL RANCH ROAD WESTON, FL 33331

N 6.89

CONC. STOOP

TYPE "B"

LIVING AREA (AC) 1,194.00 DRIVEWAY 392.00 CONTRACTORS AND SUB-CONTRACTORS SHALL CONSTRUCT ENTRYREGULATIONS, 110.00 THE BUILDING IN ACCORDANCECOVERED WITH ALL CODES, AND RESTRICTIONS HAVING JURISDICTION, AND SHALL BE WALKWAYS 54.00 RESPONSIBLE FOR THE SAME. STOOP / PATIO 23.00 ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION

BY THE CONTRACTOR AND/OR AC SUB-CONTRACTOR. THE CONTRACTOR PAD 12 AND/OR SUB-CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER OF ANY DISCREPANCIES PRIOR TO THE START OF IMPERVIOUS 1,785.00 CONSTRUCTION. IF CONTRACTOR AND/OR SUB-CONTRACTOR ELECTS 2,415.00 NOT TO NOTIFY THE ARCHITECTPERVIOUS AND OWNER, THE CONTRACTOR

N 6.80

12" PVC (1% SLOPE)

8.

SIDEWALK JOINTS

TYPE

E 6.60

4,200.00

E 7.39

E 7.30

40'

4' HIGH FENCE

5.

6.

7.

E 7.39

27.19' 6" DEEP SWALE, TYP.

1-1/2"

TABLE OF SIDEWALK JOINTS

1

4.

12.81' EXIST. CONC. SIDEWALK

25.24'

NOTE:

18.01'

BLDG. SETBACK

TYPE "A"

9.18'

105'

1/8"

1/4" PREMOLDED EXPANSION JOINT MATERIAL PER SECTION 932-1.1 F.D.O.T. STD. SPECIFICATIONS

42.5% 57.5%

6" DEEP SWALE, TYP.

PLAN

3.

1/4" R.

1/4" R.

2.

E.O.P.

TYPE "A" JOINT TYPE "B" JOINT 1/4"

1.

"W"

EXIST'G. S.W.

P.C. A CURB RAMP PER FDOT INDEX 304

R 4' NEW 6" CONC. DRIVEWAY (NO REINFORCEMENT)

105'

CLASS I CONCRETE PER SECTION 345, F.D.O.T. STD. SPECIFICATIONS 3000 PSI MIN.

R/W LINE

NEW S.W.

R 4'

E 7.20

CONSTRUCTION NOTES SECTION A-A

A

LOT 18 TOTAL SITE AREA

MEET C LGRADE UNLESS OTHERWISE SHOWN

1/4" PER FT. SLOPE

5'-0" TYP.

SIMMS STREET

E 7.20

R/W LINE

P.T.

E 7.43

CENTER OF RIGHT OF WAY

LOT AREA CALCULATION:

AS SHOWN ON PLANS

TYPE "A" JOINT

EXISTING CITY SEWER LINE FIELD VERIFY SIZE &LOCATION

E 7.17

BLDG. SETBACK

EDGE 1/2" RADIUS

1,194.00 392.00 110.00 54.00 23.00 12 1,785.00 2,415.00

N 9.0

T.E. SECTION A-A CLEAN AND GRADE SUBGRADE MIN. 95% MAX DENSITY PER AASHTO T-99

BUILDING AREA DRIVEWAY COVERED ENTRY WALKWAYS STOOP / PATIO AC PAD IMPERVIOUS PERVIOUS

12'

PAVEMENT

10"X10" THICKENED EDGE

25.24

4,200.00

AIA MEMBER

25

LOT 19 TOTAL SITE AREA

FLORIDA REGISTERED NO. 15170

PROVIDED

REAR

R = 1"

42.5% 57.5%

20'

REQUIRED FRONT SIDES: INTERIOR

23.00 12 1,785.00 2,415.00

LOT AREA CALCULATION:

SETBACK DATA ALL IN FEET

6"

ABBREVIATIONS A.B. ANCHOR BOLT A/C AIR CONDITIONING ACC. ACOUSTICAL A.D. AREA DRAIN ADJ. ADJUSTABLE A.C.R. ABOVE CROWN OF ROAD A.F.F. ABOVE FINISHED FLOOR A.F.G. ABOVE FINISH GRADE AL. ALUMINUM ALT. ALTERNATE A.P. ACCESS PANEL ARCH. ARCHITECT(URAL) BD. BOARD BIT. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLK'G. BLOCKING BM. BEAM BOT. BOTTOM BR'G. BEARING B.T.U. BRITISH THERMAL UNIT CAB. CABINET CTR. CENTER COTR. COUNTER C.M.U. CONCRETE MASONRY UNIT CO. COMPANY COL. COLUMN CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS COV. COVERED CNTR. COUNTER CU. FT. CUBIC FOOT OR FEET CU. IN. CUBIC INCH OR INCHES D.F. DRINKING FOUNTAIN D.F. DOUGLAS FIR DIA. DIAMETER DIM. DIMENSION DISC. DISCONNECT DISP. DISPOSAL DIST. DISTANCE DR. DOOR E. EXISTING EA. EACH ELEC. ELECTRIC ELEV. ELEVATOR ELEV. ELEVATION ENG. ENGINEER(ING) ENLARG. ENLARGEMENT EQ. EQUAL EQUIP. EQUIPMENT EXIST. EXISTENT/EXISTING EXT. EXTERIOR FAM. FAMILY FBC FLORIDA BUILDING CODE F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET FIN. FINISH FLR. FLOOR FND. FOUNDATION FT. FOOT OR FEET FTG. FOOTING FRE. FRENCH F.V. FIELD VERIFY G. GIRDER GA. GUAGE GALV. GALVANIZED G.T. GIRDER TRUSS GFI GROUND FAULT INTERRUPT GL. GLASS GYP. GYPSUM HC. HOLLOW CORE HD. HEAD HDR. HEADER HORIZ. HORIZONTAL HT. HEIGHT INSUL. INSULATION INT. INTERIOR J. JANITOR JB JUNCTION BOX JAN. JANITOR LAV. LAVATORY M. MEN MAX. MAXIMUM MECH. MECHANICAL MFG. MANUFACTURER MEZZ. MEZZANINE MGR. MANAGER MIN. MINIMUM MOD. MODIFICATION MONO. MONOLITHIC MTL. METAL N. NEW N.A. NOT APPLICABLE NEC NATIONAL ELECTRIC CODE NO. NUMBER NOM. NOMINAL N.P. NOT PERMITTED O.C. ON CENTER OCC. OCCUPANCY OFF. OFFICE O.H. OVERHANG, OVERHEAD OPN'G. OPENING PART. PARTITION PL PROPERTY LINE P.T. PRESSURE TREATED P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH REM. REMOVE REMVAL REMOVAL R.A. RETURN AIR RAD. RADIUS RECPT. RECEPTION REF. REFRIGERATOR REINF. REINFORCING RELO. RELOCATE ITEM RELP. REPLACE REQ. REQUEST REQ'D. REQUIRED REV. REVERSE RM. ROOM S.C. SOLID CORE DOOR SCH. SCHEDULE SEC. SECTION S.B. SETBACK (LINE) S.F. SQUARE FOOT OR FEET SHT. SHEET SHWR. SHOWER SHT. SHEET SIM. SIMILAR SL. SLIDING S.P. SOUTHERN PINE SQ. IN. SQUARE INCH OR INCHES STL. STEEL STO. STORAGE STRUCT. STRUCTURAL T. TOILET TRANSV. TRANSVERSE TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED URN. URINAL VERT. VERTICAL VEST. VESTIBULE W. WOMEN W.C. WATER CLOSET (TOILET) WD. WOOD WF. WATER FOUNTAIN WP WEATHER PROOF WT. WEIGHT W.W.F. WELDED WIRE FABRIC W.W.M. WELED WIRE MESH

1' TYP.

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

S:\2018 RES\SERUR - 2242 & 2246 SIMMS\SERUR - 2242-46 SIMMS ST - HOLLYWOOD.pln

25

STOOP / PATIO AC PAD IMPERVIOUS PERVIOUS

AIA MEMBER FLORIDA REGISTERED NO. 15170

FOR ELEMENT IDs: RA1 & RA2

2018.02.05 SCALE: 1/2" =

+14.667' 4 UPPER ROOF - TOP TIE BEAM

1'-0"

STORMWATER RETENTION CALCULATION SCHEDULE Building Material / Composite / Profile / Fill Width 3D Length Net Volume 2D Cross Sec on Preview 6" DEEP PERIMETER SWALE 48.00" 1,010.24" 83.20 6" DEEP PERIMETER SWALE 48.00" 600.14" 47.71 6" DEEP PERIMETER SWALE 48.00" 552.00" 45.46 6" DEEP PERIMETER SWALE 48.00" 24.00" 2.00 6" DEEP PERIMETER SWALE 48.00" 112.20" 7.35 6" DEEP PERIMETER SWALE 48.00" 48.00" 4.00 6" DEEP RETENTION AREA 126.30" 336.20" 116.01 6" DEEP RETENTION AREA 126.30" 195.00" 67.29 TOTAL STORM WATER RETENTION PROVIDED 2,877.78" 373.02 cu

Element ID PS1 PS2 PS3 PS4 PS5 PS6 RA1 RA2

+10.000' 3 UPPER ROOF - LOW TIE BEAM +8.000' 2 LOWER ROOF TIE BEAM

6' HIGH FENCE 2" AWAY P.L.

N 8.50

LINE OF EXIST. GRADE (DASHED)

N 7.86

E 7.70 N 8.58

E 7.20

BOT. OF FTG. AT 7.0', TYP.)

N 9.0 FIN. FLR.

N 7.36

Storm Water Reten on Required Calc.: Impervious Floor Area = 1,785 Sq. Ft. x 2.5" = 371.87 Cu Ft

N 8.50 N 7.20

±0.000' 1 FLOOR PLAN

AREA DRAIN WITH 1' CONC. COLLAR, REF. SITE PLAN, TYP. 12" DIA. STORM PIPE, LENGTH AS NEEDED. 7.33' 3

1 A1.1

C

12" STORM PIPE TOP AT 6.69' BOT. AT 5.69'

7.37' 2

1

SITE GRADING PROFILE CROSS SECTION SCALE: 1/4" =

1'-0"

B

A

+14.667' 4 UPPER ROOF - TOP TIE BEAM

+10.000' 3 UPPER ROOF - LOW TIE BEAM +8.000' 2 LOWER ROOF TIE BEAM

E 7.30

NEW FENCE, REF. TO SITE PLAN, TYP.

LINE OF EXIST. GRADE (DASHED)

4'

N 7.50 ±0.000' 1 FLOOR PLAN

FIN. FLR.

E 7.0 BOT. OF RET. AREA

0.75

4

C

B

A

SCALE: 1/4" =

1'-0"

SITE SECTION LOT 19

.1

SITE GRADING PROFILE LONG. SECTION

A1

2 A1.1

TOP OF CONC. DRIVEWAY

N 9.00

Vinicio R. Fernandez, Inc.

Storm Water Reten on Eleva on Notes: 1. Eleva ons indicated on sec ons are indica ve along cut line, site will be graded similarly and rela ve to adjacent eleva on.

25.3'

2242 SIMMS ST, HOLLYWOOD, FL 33020

RETENTION AREA PROFILE DETAIL

NEW ONE STORY RESIDENCE FOR SERUR CONSTRUCTION LLC

40'

REVISIONS

1'-0"

2'

NUMBER

SCALE: 1/2" =

B A1.1

6.53'

A R C H I T E C T

PERIMETER SWALE PROFILE DETAIL

2'

1

ISSUED FOR PERMIT

0.5'

2'

2

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 voice 561.362.9939 archivin@bellsouth.net

A A1.1

2'

3

DATE

10.52'

4'

0.5'

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

S:\2018 RES\SERUR - 2242 & 2246 SIMMS\SERUR - 2242-46 SIMMS ST - HOLLYWOOD.pln

FOR ELEMENT IDs: PS1 thru PS6

4 A2.0

W13

2 A4.0

5'-6"

10'

W12

5'-6"

6"

6' 1'-4"

6' 1'-4"

6"

3 A2.0

AIA MEMBER

A6.0

B Sill 2'-2"

13'-5"

13'-5"

19'-1" 4'-6"

D01

FOYER

4 A5.0 12'

4'-6"

6"

6'

D05

4 1/2"

3'-4 1/2"

4 1/2"

5'-2 1/2"

W1

ACC 2'-8"

6"

7"

3 A6.0

11'-11 1/2"

3'

6"

9'-10 1/2" 3'-6"

Sill 4'-8"

5'

6'-5 1/2"

w.c.

lav.

6"

C

Sill 4'-8"

7'-7"

5'-1"

1/2" 25'-4"

W8

3

5'-1/2"

7'-7"

W9

2 #DrgID #LayID

GLAZING NOTE:

1 A4.0

2 A5.0

1 1 A5.0

N

DATE

FLOOR PLAN 1'-0"

FLOOR PLAN LOT 19

.0

SCALE: 1/4" =

A2

1 A2.0

6"

4' 2'

1'-10"

IN CONCEALED SPACES OF STUD WALL AND PARTITIONS INCLUDING FURRED SPACES AT CEILING AND FLOOR LEVEL TO LIMIT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE TO 8 FEET, PER FLORIDA BLDG. CODE SECTION R4409.7.2.1..

4 1/2" 2'-6"

4' 2'

C

2'-10"

D07

6"

Sill 4'-8"

closet

bathroom 1

11'-11 1/2"

4'-4 1/2"

6"

4 1/2"

8'-9"

5'

BDRM. 2

Sill 1'-8"

W7

1/2"

5' 5'

3'-3 1/2"

4 1/2"

D06

4 1/2"

8'-6"

2'-11"

4 1/2"

4 1/2"

3'-1"

4' 2'

BEDRM. 1 4 1/2"

closet

5' 5'

W10

4 1/2"

D10 6"

13'-3 1/2"

10'-11"

5'-1"

tub 4 1/2"

8'-6"

4 1/2" 2'

4 1/2"

1 A6.0 W11

D08 3'-1"

w.c.

bathroom 2

4 A4.0

30 gal. WH below ACH

A R C H I T E C T

1'-6" 2' 4 1/2" 0" 1'-1/2" 6" 3'-2"

ACH

4 1/2"

lav.

DOOR & WINDOW NOTES:

THE GLAZING IN SLIDING, SWINGING DOORS, IN SHOWER & TUB ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR SURFACE IN WALLS SURROUNDING ANY TUB OR SHOWER ENCLOSURE, SHALL BE SAFTEY GLAZING, PER FLORIDA BLDG. CODE SECTION R308.1.

5'-2"

W/D

DEN

D09

ALL PRODUCT APPROVALS REQUIRED BY THE BUILDING DEPARTMENT SHALL BE SUBMITTED BY PERMIT APPLICANT AND REVIEWED AND APPROVED BY BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMIT.

6" 4 1/2"

6" PRE-CAST CONCRETE WALL PANELS, REF. STRUCT. DWGS.

1. ALL WINDOWS AND DOORS ARE TO BE FULLY CAULKED FOR WEATHER TIGHT CONDITIONS. 2. REFER TO WINDOW AND DOOR BUCK DETAILS FOR ATTACHMENT AND PRODUCT APPROVALS FOR IMPACT TEST INFORMATION, AS SUBMITTED BY BUILDER AND REQUIRED BY BLDG. DEPT. 3. ALL WINDOWS ARE TO BE EITHER IMPACT GLASS OR SHUTTERED. 4. VERIFY AND COORDINATE ALL MASONRY OPENINGS WITH WINDOW AND DOOR MANUFACTURER/SUPPLIER PRIOR TO CONSTRUCTION. 5. SEE SHEET A10.0 FOR WINDOW AND DOOR SCHEDULES.

8'-11"

8'-6"

sink

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 voice 561.362.9939 archivin@bellsouth.net

4 1/2"

D03

2 A6.0

Vinicio R. Fernandez, Inc.

3'-1"

stacked unit CD W

D04

B

27'-2 1/2"

6"

PO1

3'-4"

13'-9 1/2"

METAL FRAMED - 3 5/8" WITH 1/2" GYP. BOARD FINISH ON ONE SIDES.

NO GARBAGE DISPOSAL WILL BE PROVIDED. ENERGY STAR APPLIANCES WILL BE PROVIDED. ONLY ONE HEAD PER SHOWER WITH MAXIMUM FLOW OF 2.5 GALLONS PER MINUTES AT 80 PSI. DEDICATED STORAGE AREA FOR GARBAGE AND RECYLING BINS, REFER TO SITE PLAN. KITCHEN CABINETS WILL BE PROVIDED WITH PULL-OUT RECYCLE BINS.

F 6"

2'-1/2"

D02

6"

ref.

laundry #DrgID #LayID

3'-1"

6'

Sill 1'-8"

1.

2.

3.

4.

5.

PO1

4 1/2"

3' 5'

6"

9'

THE FOLLOWING GREEN BUILDING PRACTICES WILL BE PROVIDED:

METAL FRAMED - 3 5/8" OR 6" WITH 1/2" GYP. BOARD FINISH BOTH SIDES.

hood

4'-6"

6"

1. BEAMS: STEEL I-BEAM WITH 5/8" THICK STUCCO FINISH OVER HIGH RIBBED METAL LATH OVER METAL FRAMING IN THE GEOMETRIC SHAPE SHOWN. 2. ROOF: 5/8" THICK STUCCO FINISH OVER HIGH RIBBED METAL LATH OVER 12" AND 16" DEEP STEEL"C" CHANNELS AND GALV. METAL FASCIA BOARD, REFER TO DIM. DETAIL 4/A3.0.

2. REFER TO STRUCTURAL DRAWINGS FOR DEAILS.

WALL & PARTITION LEGEND:

B

hallway

COVERED ENTRANCE MATERIALS:

10'-2"

1'-0"

range

17'-9 1/2"

SCALE: 1/4" =

3 A2.0

6"

ENTRY ROOF AND BEAM DIMENSIONS

4 A2.0

14'-1/2"

50'-1 1/2"

5 A2.0

2 A4.0

3'-1 1/2"

KITCHEN 4 1/2"

5"

4'-1 1/2"

11'-2"

4 1/2"

3'-1"

5"

sink

8"

6"

4'-6"

DW

Sill 3'

6"

5 A6.0

4'-4"

3' 5'

3'-10 1/2"

sland

±0" 1 FLOOR PLAN

7'-2"

8'

6"

COVERED ENTRANCE 22'-11 1/2"

16"

0" FIN. FLR. Ref. to Site Plan for Fin. Flr. Elev.

LIVING & DINING

22'-5 1/2"

12"

+8' 2 LOWER ROOF TIE BEAM

14'-3 1/2"

8 1/2"

4'-7"

2242 SIMMS ST, HOLLYWOOD, FL 33020

4 A6.0

+10' 3 UPPER ROOF - LOW TIE BEAM

4'-7"

6"

NEW ONE STORY RESIDENCE FOR SERUR CONSTRUCTION LLC

21'

NUMBER

Sill 3' 6"

19'-8"

3' 5'

W2

#DrgID #LayID

Sill 3'

W5

Sill 3'

3'-5 1/2"

3'-5 1/2"

Sill 3'

3' 5'

A

6"

6"

A

+14'-8" 4 UPPER ROOF - TOP TIE BEAM

5'-9"

REVISIONS

10'-6"

ISSUED FOR PERMIT

5'-9" 6"

A

W3

22'

3' 5'

2'-4 1/2"

B

16"

1

1'-0" W4

SECTION 09250 - GYPSUM WALLBOARD PART 1. GENERAL 1.01 CONDITIONS AND REQUIREMENTS: A. All provisions of the Conditions of the Contract apply to this Section.

B. Related Requirements Specified Elsewhere: 1. Cold-Formed Metal Framing: Section 05400 2. Insulation: Section 07200 3. Firestopping: Section 07270 4. Portland Cement Plaster: Section 09220 5. Painting: Section 0990 1.02 QUALITY ASSURANCE: A. Reference Standards: 1. Gypsum Association, "Recommended Specifications for the Application and Finishing of Gypsum Board," "GA-216. Keep copy of GA-216 in field office for duration of project.

B. Acceptable Manufacturers: 1. Gold Bond Building Products 2. United States Gypsum Company 1.03 SUBMITTALS: A. For information only, submit 2 copies of manufacturer's specifications and installation instructions for each type of wallboard and accessory required.

1.04 PRODUCT HANDLING: A. Deliver in manufacturer's unopened bundles or packages fully identified with manufacturer's name, brand, type, and grade.

B. Protect from weather, soiling, and damage, using handling equipment and storage techniques recommended by the manufacturer.

PART 2. PRODUCTS 2.01 STANDARD OF COMPARISON: A. Unless otherwise specified, materials as produced by United States Gypsum (USG) are specified herein as a standard of quality and performance.

2.02 MATERIALS: A. Gypsum Wallboard: 1. Regular Board: ASTM C36-80 tapered edge and square edge.

2. Fire-rated Board: ASTM C36-78, Type 'X', Firecode 'C', tapered edge.

B. Gypsum Wallboard Accessories: Provide in accordance with GA-216.

1. Corner beads, casing and trim beads: Galvanized steel.

2. Control joint: USG #093, or approved equal.

3. Reinforcing tape, joint compound: ASTM C475, and as recommended by manufacturer of gypsum board.

4. Fasteners for attaching gypsum board: (GA-216) a. On metal framing: Type S or Type S-12, as recommended by manufacturer.

5. Adhesive: As recommended by manufacturer of gypsum board.

C. Acoustical Accessories: 1. Sealant: Tremco "Acoustical Sealant" or approved equal.

2. Insulation: See Section 07200.

PART 3. EXECUTION 3.01 GYPSUM BOARD INSTALLATION: A. Install gypsum board in accordance with recommendations of GA-216.

B. Erect single-layer standard gypsum board in direction most practical and economical, with ends and edges occurring over firm bearing.

C. Use screws when fastening gypsum board to metal furring or framing. Use nails or screws when fastening gypsum board to wood furring or framing. Staples may only be used when securing the first layer of double-layer applications.

D. Place control joints to be consistent with lines of building spaces in consistent pattern and as directed by Architect/Engineer.

E. Place corner beads at external corners. Use longest practical lengths. Place edge trim where gypsum board abuts dissimilar materials.

F. Tape, fill, and sand exposed joints, edges, corners, openings, and fixtures, to produce surface ready to receive surface finishes. Feather coats onto adjoining surfaces.

G. Remove and re-do defective work.

2

3 A4.0

3 A5.0

7'-1 1/2"

SCALE: 1/2" =

3

3' 5'

1'-0"

KITCHEN BACK CABINETS ELEVATION

1'-0"

2018.02.05

3' SCALE: 1/2" =

3 A2.0

SCALE: 1/4" =

Sill 3'

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

KITCHEN ISLAND ELEVATION

Sill 4'-2"

CLERESTORY WINDOWS

2 A2.0

W6

S:\2018 RES\SERUR - 2242 & 2246 SIMMS\SERUR - 2242-46 SIMMS ST - HOLLYWOOD.pln

4 A2.0

FLORIDA REGISTERED NO. 15170

B

NOA No.: 15-1201.05 Expiration Date: 07/13/18 Approval Date: 05/25/17 Page 47 of 49

COMPOSITE ROOF, REFER TO TYPICAL WALL SECTION

GALVANIZED METAL DRIP EDGE 5/8" STUCCO FINISH OVER HIGH-RIB METAL LATH TO UNDERSIDE OF CONCRETE ROOF PANELS, REF. STRUCT. DWGS. FOR ATTACHMENT. CONTINUOUS CAULKING, TYP.

8"

R19 BATT INSUL ., TYP.

4 A6.0

4 A2.0

47'-2"

56'

7"

2 A6.0

56'

12" DOUBLE TEE PRE-CAST CONC. ROOF PANEL, TYP. R19 BATT INSUL ., TYP.

#DrgID #LayID

CONC. FILLER PNL., SEAL W/CONT. PERIMETER CAULKING, TYP. 3 A6.0

24 GA. METAL FASCIA

1/2" GYP. BD. FIN. OVER 1X2 FURRING STRIPS @ 16" O.C.

CONTINUOUS CAULKING, TYP.

8"

22'

8"

DRIP & FASCIA DIM. DTL. SCALE: 3"

=

1'-0"

6" PRE-CAST CONCRETE PANEL, SEALED AND PAINTED, TYP.

1/2"

#DrgID #LayID

2 A3.0

26'-8"

2 A5.0

1 A5.0

N

TYP. ROOF SOFFIT DETAIL SCALE: 1:0.50

1 A3.0

ROOF PLAN SCALE: 1/4" =

1'-0"

ROOF PLAN LOT 19

.0

4 A3.0

7" 9"

2'-8"

2'-8"

R4.1 FOIL INSULATION , TYP.

5/8" x 6" TONGUE AND GROOVE WD. PLANKS, NAILED TO 2X4, PRIMED AND PAINTED. 3'

1'-1"

8"

1/2"

R19 BATT INSUL ., TYP.

A3

4"

5/8" GYP. BD. OVER 3 5/8" MTL. STUDS @ 16" O.C.

Vinicio R. Fernandez, Inc.

1'

1 A6.0 27'-2"

23'-8"

7/8":12" SLOPE

GALVANIZED METAL DRIP EDGE

1"

DATE NUMBER

3 A2.0 1'-7"

COMPOSITE ROOF FROM MULE-HIDE: PRIMER LAYER & IMPERMEABLE UNDERLAYMENT = "MULE-HIDE 121" BASE SHEET = ONE PLY OF SELF ADHERED SA BASE SHEET (FIRE RETARDANT) MEMBRANE = ONE PLY OF SA -APP KOOLCAP (FIRE RETARDANT) ALL ABOVE PER MIAMI-DADE NOA ON THIS SHEET.

A R C H I T E C T

2 1/4":12" SLOPE

5 A6.0

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 voice 561.362.9939 archivin@bellsouth.net

4 A5.0

20'-6"

SCALE: 1:0.50

20'-6"

ROOF AND SOFFIT AT CLERESTORY DETAIL 1/8":12". SLOPE

3 A3.0

2242 SIMMS ST, HOLLYWOOD, FL 33020

#DrgID #LayID

5/8" GYP. BD. OVER 3 5/8" MTL. STUDS @ 16" O.C.

NEW ONE STORY RESIDENCE FOR SERUR CONSTRUCTION LLC

6'-10"

ISSUED FOR PERMIT

6" PRE-CAST CONC. WALL PANELS , SEALED AND PAINTED, TYP.

REVISIONS

3'-2" 12" DEEP PRE-CAST CONC. ROOF PANELS, TYP.

2018.02.05

COMPOSITE ROOF, REF. TO TYP. WALL SECT .

CLERESTORY WINDOWS, REFER TO WINDOW SCHEDULE

23'-4"

3 A5.0

3'-2"

CONTINUOUS CAULKING, TYP.

4"

R19 BATT INSUL ., TYP.

3'-2"

5/8" GYP. BD. OVER 3 5/8" METAL STUDS @ 16" O.C.

5/8" STUCCO FINISH OVER 1/4" DENSDECK OVER 3/4" MTL. FURRING STRIPS, REF. STRUCT. DWGS. FOR ATTACHMENT.

8"

23'-6"

All General and System limitations apply.

Note: Concrete deck shall be primed with PG 100 Asphalt Primer or XtraFlex 10 Asphalt Primer and allowed to dry prior to application of base sheet.

Base Sheet: One or more plies of SA Base Sheet or SA Base Sheet FR selfadhered.

Membrane: One ply of APP Torch G or APP torch KoolCap G torch-applied.

Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification.

Maximum Design Pressure: -315.0 psf; (See General Limitation #9.)

25'-4"

4'-1"

R4.1 FOIL INSULATION , TYP.

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

FLORIDA REGISTERED NO. 15170

ROOF FRAMING NOTE: ROOF IS COMPOSED OF ROOF FINISH SYSTEM, AS SPECIFIED ON THIS SHEET, OVER PRECAST CONCRETE DOUBLE "T" PANELS, REFER TO STRUCTRAL DRAWINGS FOR WIND PRESSURES AND CONNECTIONS DETAILS.

Membrane Type: SBS/APP Deck Type 3: Concrete Decks, Non-Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(1): Membranes adhered to roof deck

S:\2018 RES\SERUR - 2242 & 2246 SIMMS\SERUR - 2242-46 SIMMS ST - HOLLYWOOD.pln

AIA MEMBER

B

ROOF SYSTEM SPECIFICATIONS:

1'-0"

±0" 1 FLOOR PLAN

1'-0"

C 0 2' 4' 8'

2 REAR ELEVATION SCALE: 1/4" =

B

1'-0" 0

5 A2.0 A

0 2' 4'

1

FRONT ELEVATION

8'

3 2

+8' 2 LOWER ROOF TIE BEAM

±0" 1 FLOOR PLAN

SCALE: 1/4" = 1'-0"

2' 4' 8'

3

+14'-8" 4 UPPER ROOF - TOP TIE BEAM +14'-8" 4 UPPER ROOF - TOP TIE BEAM

+10' 3 UPPER ROOF - LOW TIE BEAM +10' 3 UPPER ROOF - LOW TIE BEAM

+8' 2 LOWER ROOF TIE BEAM

PLACE DOWNSPOUT ON SIDE OF AREA DRAIN, REFER TO SITE PLAN.

±0" 1 FLOOR PLAN

0 2' 4'

ELEVATIONS LOT 19

REVISIONS

ISSUED FOR PERMIT

DRYER EXHAUST AIR SCREENED VENT

BATHRM. EXHAUST AIR SCREENED VENT

KITCHEN EXHAUST AIR SCREENED VENT PLUMBING SYSTEM VENT PIPE, REF. PLUMNB. PLAN.

+8' 2 LOWER ROOF TIE BEAM

FLORIDA REGISTERED NO. 15170

AIA MEMBER

C

2242 SIMMS ST, HOLLYWOOD, FL 33020

DATE

2018.02.05

+10' 3 UPPER ROOF - LOW TIE BEAM 3'

+14'-8" 4 UPPER ROOF - TOP TIE BEAM

NEW ONE STORY RESIDENCE FOR SERUR CONSTRUCTION LLC

NUMBER

RIGHT ELEVATION B

.0

SCALE: 1/4" = SCALE: 1/4" =

A

A R C H I T E C T

1 1

A4

4

2

Vinicio R. Fernandez, Inc.

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 voice 561.362.9939 archivin@bellsouth.net

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

S:\2018 RES\SERUR - 2242 & 2246 SIMMS\SERUR - 2242-46 SIMMS ST - HOLLYWOOD.pln

3

LEFT ELEVATION 8'

SCALE: 1/4" =

3 SCALE: 1/4" = 1'-0"

1'-0" 0

A

1'-0" 0

A

A B

B 2'

2'

B

4' 4'

±0" 1 FLOOR PLAN

5

C

+14'-8" 4 UPPER ROOF - TOP TIE BEAM +14'-8" 4 UPPER ROOF - TOP TIE BEAM +14'-8" 4 UPPER ROOF - TOP TIE BEAM

+10' 3 UPPER ROOF - LOW TIE BEAM +10' 3 UPPER ROOF - LOW TIE BEAM +10' 3 UPPER ROOF - LOW TIE BEAM

+8' 2 LOWER ROOF TIE BEAM +8' 2 LOWER ROOF TIE BEAM

±0" 1 FLOOR PLAN ±0" 1 FLOOR PLAN

+8' 2 LOWER ROOF TIE BEAM

±0" 1 FLOOR PLAN

SECTION

0 2' 4' 8'

SCALE: 1/8" =

SECTION

8'

C

+10' 3 UPPER ROOF - LOW TIE BEAM

+8' 2 LOWER ROOF TIE BEAM

Perspective 1 SCALE: 1/8" =

1

4

1'-0"

SECTION

8'

2

SCALE: 1/4" =

3

INTERIOR ELEVATION 1'-0" 0 2'

LONG SECTION LOT 19 4' 8'

REVISIONS

Perspective 2 1'-0"

+14'-8" 4 UPPER ROOF - TOP TIE BEAM

2242 SIMMS ST, HOLLYWOOD, FL 33020

NEW ONE STORY RESIDENCE FOR SERUR CONSTRUCTION LLC

NUMBER

6

.0

2 SCALE: 1/4" =

DATE

FLORIDA REGISTERED NO. 15170

AIA MEMBER

A

A R C H I T E C T

1 B

A5

±0" 1 FLOOR PLAN

C

ISSUED FOR PERMIT

+8' 2 LOWER ROOF TIE BEAM

A

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 voice 561.362.9939 archivin@bellsouth.net

+10' 3 UPPER ROOF - LOW TIE BEAM

B

Vinicio R. Fernandez, Inc.

2018.02.05

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

S:\2018 RES\SERUR - 2242 & 2246 SIMMS\SERUR - 2242-46 SIMMS ST - HOLLYWOOD.pln

+14'-8" 4 UPPER ROOF - TOP TIE BEAM

C

C

AIA MEMBER 2

1

3 COMPOSITE ROOF FROM MULE-HIDE: PRIMER LAYER & IMPERMEABLE UNDERLAYMENT = "MULEHIDE 121" BASE SHEET = ONE PLY OF SELF ADHERED BASE SHEET (FIRE RETARDANT) MEMBRANE = ONE PLY OF SA-APP KOOLCAP (FIRE RETARDANT) ALL ABOVE PER MIAMI-DADE NOA, REFER TO ROOF PLAN SHT.

1

2

3

±0.000' 1 FLOOR PLAN

5/8" GYPSUM BOARD FIN. OVER METAL STUDS @16" O.C.

1

SECTION SCALE: 1/4" =

2

1'-0"

SECTION SCALE: 1/4" =

1'-0"

NUMBER

1/2" GYP. BD. FIN. OVER 1X2 METAL HAT CHANNELS FURRING STRIPS @ 16" O.C.

6'-8" BDRM. WIND./DR. HT. 8'-0" LIV./DIN. WIND./DR. HT. 6" THICK PRE-CAST CONCRETE PANEL, SEALED AND PAINTED AT EXTERIOR, TYP. WINDOW, REFER TO WINDOW SCHEDULE, BUCK DETAIL AND N.O.A. 1

1

2

2

3

3 +14'-8" 4 UPPER ROOF - TOP TIE BEAM

SLOPE GRADE AWAY FROM BUILDING, REFER TO SITE PLAN. +10' 3 UPPER ROOF - LOW TIE BEAM

+10' 3 UPPER ROOF - LOW TIE BEAM

+8' 2 LOWER ROOF TIE BEAM

+8' 2 LOWER ROOF TIE BEAM

FLOOR BASE, PER OWNER SPECS. CONC. FLOOR SLAB OVER 6 MIL. VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED SOIL, REF. TO STRUCT. DWGS. (EL. 9.0') 0'- 0" FIN. FL. ±0" 1 FLOOR PLAN

FILL GAP WITH NON-SHRINK GROUT WITH CONTINUOUS CAULK AT SURFACE, TYP.

±0" 1 FLOOR PLAN

CONCRETE FOOTING, REFER TO STRUCTURAL DRAWINGS

3 WELL COMPACTED EARTH & TERMITE TREATMENT, REFER TO STRUCTURAL DRAWINGS NOTES AND TO SOIL REPORT FOR BEARING CAPACITY AND RECOMMENDATIONS.

SCALE: 1/4" =

1'-0"

4

SECTION SCALE: 1/4" =

1'-0"

TYP. WALL SECTOIN 1'-0"

SHORT SECTIONS LOT 19

.0

SCALE: 3/4" =

A6

5

SECTION

A R C H I T E C T

R4.1 FOIL INSULATION, TYP.

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 voice 561.362.9939 archivin@bellsouth.net

SMOOTH CONCRETE FINISH, SEALED AND PAINTED, TYP.

2242 SIMMS ST, HOLLYWOOD, FL 33020

14'-2" UPPER CEIL. HT. 7'-8" LOWER CEIL. HT.

ISSUED FOR PERMIT

R19 BATT INSULATION, TYP.

REVISIONS

12" DOUBLE TEE CONC. ROOF PANEL, TYP.

NEW ONE STORY RESIDENCE FOR SERUR CONSTRUCTION LLC

2018.02.05

+8.000' 2 LOWER ROOF TIE BEAM

DATE

+10.000' 3 UPPER ROOF - LOW TIE BEAM

Vinicio R. Fernandez, Inc.

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

S:\2018 RES\SERUR - 2242 & 2246 SIMMS\SERUR - 2242-46 SIMMS ST - HOLLYWOOD.pln

+14.667' 4 UPPER ROOF - TOP TIE BEAM

FLORIDA REGISTERED NO. 15170

3

COMPOSITE ROOF FROM MULE-HIDE: PRIMER LAYER & IMPERMEABLE UNDERLAYMENT = "MULE-HIDE 121" BASE SHEET = ONE PLY OF SELF ADHERED BASE SHEET (FIRE RETARDANT) MEMBRANE = ONE PLY OF SA-APP KOOLCAP (FIRE RETARDANT) ALL ABOVE PER MIAMI-DADE NOA 13-0514.13

ANGLED RESIN FILL @ ALL MEMBRANE

COMPOSITE ROOF FROM MULE-HIDE: PRIMER LAYER & IMPERMEABLE UNDERLAYMENT = "MULE-HIDE 121" BASE SHEET = ONE PLY OF SELF ADHERED SA BASE SHEET (FIRE RETARDANT) MEMBRANE = ONE PLY OF SA-APP KOOLCAP (FIRE RETARDANT) ALL ABOVE PER MIAMI-DADE NOA, REFER TO ROOF PLAN SHEET.

POINTS (TYP.)

FLINTEDGE DRIP EDGE-PRIME FLANGE

DRIP EDGE: 26 GUAGE, GALANIZED (G-90) STEEL ROOFING COIL SHEET.

W/LIQUIFLASH PRIMER.

AIA MEMBER

TERMINATION

LIQUIFLASH MEMBRANE FLASHING-EXTEND FULL WIDTH OF FLANGE & 12" MININUM ONTO MODIFIED BITUMEN MEMBRANE.

12" DOUBLE TEE PRE-CAST CONC. ROOF PANEL, TYP. R19 BATT INSUL., TYP.

FASTENERS 4" O.C., STAGGERED 1".

.C .

FLORIDA REGISTERED NO. 15170

CONC. ROOF PANELS

GRANULATED CAP SHEET OVER MODIFIED BASE PLY

16 "O

1/4" HEM

@

GALVANIZED METAL DRIP EDGE

5/8" GYP. BD. OVER 3 5/8" MTL. STUDS @ 16" O.C.

1 5/8" MTL. FRAMING @ 16" O.C.

CONTINUOUS CLEAT, FASTENED PER MFG. INSTALLATION GUIDELINES & APPROVED N.O.A., 6" O.C. (MAX.)

CONTINUOUS CAULKING, TYP.

5/8" THK. STUCCO FINISH. REFER TO STRUCTURAL DRAWINGS FOR ALL FASTENING NOTES.

6" PRE-CAST CONCRETE PANEL, SEALED AND PAINTED, TYP.

3 A7.0

2 A7.0

SOUTH ELEVATION SCALE: 3/4" =

CTL-10 TYP. DRIP EDGE FLASHING SCALE: 1'

=

1'-0"

1 A7.0

TYPICAL ROOF SOFFIT DETAIL SCALE: 3"

=

1'-0"

1'-0"

1/2" GYP. BOARD

NUMBER

GALV. METAL OR WD. STUD

"TYVEK FLUID APPLIED FLASHING" BY DUPONT OR APPROVED EQUAL: MIN. 25 MILS THICK, APPLY PER APPROVED MFG. INSTALLATION INSTRUCTIONS.

WOOD DOOR FRAME, PAINTED OR STAIN

2x PRESSURE TREATED WOOD BUCK SET IN BED OF SEALANT, SECURE TO WALL AS REQUIRED PER WIND LOADS.

BED OF SEALANT, TYP.

JAMB BEYOND

TYP. WD./DR. BUCK LIQUID FLASHING DTL.

NOT TO SCALE FLASHING: SELF ADHERING OR LIQUID APPLIED MEMBRANCE, TYP.

1/2" GYP. BOARD

1" MIN.

1" MIN.

GALV. METAL OR WD. STUD

PRECAST SILL, SECURE TO WALL AS REQUIRED PER WIND LOADS. SIZE AND SHAPE TO MATCH SILL DETAIL.

2X WOOD BUCK

4 A7.0

CONCRETE TILT-UP PANEL JOINT - PLAN SECT SCALE: 1'

=

1'-0"

3.34'

6 A7.0

3 5/8" MTL. RUNNER @ 16" O.C.

NOT TO SCALE

METAL RUNNER FASTENDED TO CONC. FLOOR WITH 1/2" KWIK BOLTS (BY HILTI OR EQ.) @ 24" O.C.

JOINT SEALING COMPOUND

BASE, PER OWNER SPECS.

2[" AT DR.

1/2" GYP. BD. ON BOTH SIDES. 1/2" WATER PROOF GYP. BD. AT BATHRM. OR OTHER WET AREA.

WINDOW BUCK FLASHING DETAIL SCALE: 1:50

EXT. DOOR

BASE EXIST. FLOOR

CONT. CAULK BEAD 1x PT. WD. BUCK

NEW 1/2" EXP. JOINT. MATERIAL

WINDOW BUCKS TO EXTEND BEYOND THE INTERIOR FACE OF WINDOW FRAME.

10 A7.0

TYP. INTERIOR PARTITION SECT.

TYPICAL INTERIOR PARTITION DETAIL NOT TO SCALE

CONTIN. CAULK BEAD BRICK MOLD

STUCCO FIN.

EXPANSION JOINT DETAIL

STUCCO ON C.B.S.

1/4" CONT. CAULK BEAD BEHIND BUCK

3 5/8" - 22 GAUGE METAL @ 16" O.C., TYP.

CONCRETE SLAB

SCALE: 1:50

7 A7.0

CONC. WALL PANEL 1 1/2"

WOOD SOFFIT DETAIL

11 A7.0

"EXOAIR 120" BY TREMCO TO BE USED, REFER TO PRODUCT INFORMATION.

INT. WD. DOOR JAMB DETAIL

5/8" x 6" WOOD TONGUE AND GROOVE BOARDS, NAILED TO 2X4 WITH 2-8d NAILS (2 3/8" X .113) AT EACH BOARD, PRIMED & PAINTED.

STRUCTURE EXTERIOR WALL

TYPICAL PRECAST SILL FLASHING DETAIL

JAMB BEYOND

1/4" Ø x 2 3/4" TAPCONS @ 24" O.C. THRU P.T. 2X4 NAILER, TYP.

NOT TO SCALE

1/2"

WOOD DOOR FRAME, PAINTED OR STAIN.

BOT. CONC. RF. PANELS TOP OF PARITION

12 A7.0

VARIES (3/4" SHOWN)

SHIM SPACE DOOR FRAME PAINTED OR STAINED DOOR STOP WITH EASED EDGES

9 A7.0

1/2" GYP. BD. CONT. CAULK BEAD ATTACHED WITH 1/4"~x3 3/4" TAPCONS OR EQ. @ 12" O.C. (6" FROM BUCK ENDS).

OR PER MFG. SPECS.

TYP. ALUM. WINDOW JAMB OR SL. GLASS DOOR JAMB

TYPICAL WINDOW DETAIL SCALE: 1:50

SCREW AS PER WIND. MFG. WOOD DOOR JAMB

\" GYP. BD. PT. FURRING WOOD CASING

SHIM ATTACHED WITH 1/4"~x3 3/4" TAPCONS OR EQ. & 1\" WASHERS @ 8" O.C. (6" FROM BUCK ENDS).

P.T. 1X4 OR 2x4 BUCK

8 A7.0

EXTERIOR DOOR BUCK DETAIL SCALE: 1:50

CONSTRUCTION DETAILS LOT 19

.0

PRE-CAST CONC. ROOF PANEL, TYP.

WOOD CASING, PAINTED OR STAIN

A7

INT. WD. DOOR HEAD DETAIL

5 A7.0

1/2"

A R C H I T E C T

VARIES (3/4" SHOWN)

Vinicio R. Fernandez, Inc.

1" MIN.

SHIM SPACE DOOR FRAME PAINTED OR STAINED DOOR STOP WITH EASED EDGES

1" MIN.

WOOD CASING, PAINTED OR STAIN

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 voice 561.362.9939 archivin@bellsouth.net

2X WOOD BUCK

2242 SIMMS ST, HOLLYWOOD, FL 33020

1/2" THK. USG EXTERIOR GYP. BOARD

NEW ONE STORY RESIDENCE FOR SERUR CONSTRUCTION LLC

R4.1 FOIL INSULATION, TYP.

5/8" STUCCO FINISH OVER HIGH-RIB METAL LATH TO UNDERSIDE OF CONCRETE ROOF PANELS, REF. STRUCT. DWGS. FOR ATTACHMENT.

REVISIONS

1/2" GYP. BD. FIN. OVER 1X2 FURRING STRIPS @ 16" O.C.

2018.02.05

R19 BATT INSUL., TYP.

DATE

24 GA. METAL FASCIA

ISSUED FOR PERMIT

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

S:\2018 RES\SERUR - 2242 & 2246 SIMMS\SERUR - 2242-46 SIMMS ST - HOLLYWOOD.pln

1

5/ 8" M

TL

.F

R

AM

IN

G

12" MIN.

0'-1 1/2"

0'-2"

0'-4"

D02

.

6'

6'-8"

0'-1 1/2"

0'-1"

0'-4"

D03

. 2'-8"

6'-8"

0'-1 1/2"

0'-1"

0'-4"

D04

.

6'-8"

0'-1 1/2"

0'-1"

0'-4"

D05

. 2'-8"

6'-8"

0'-1 1/2"

0'-1"

0'-4"

D06

.

6'

6'-8"

0'-1 1/2"

0'-1"

0'-4"

D07

.

2'

6'-8"

0'-1 1/2"

0'-1"

0'-4"

D08

. 2'-8"

6'-8"

0'-1 1/2"

0'-1"

0'-4"

D09

. 2'-8"

6'-8"

0'-1 1/2"

0'-1"

0'-4"

D10

.

6'-8"

0'-1 1/2"

0'-1"

0'-4"

6'

SOLID CORE

FULL LOUVERED

FULL LOUVERED

FULL LOUVERED

D03

D04

D05

D06

D07

D08

D09

D10

---

---

---

---

---

---

Louvered 1

---

---

---

Louvered 1

3'×8'

5'-10 1/2"×6'-7 1/2"

5'-6 1/2"×6'-5 1/2"

2'-8"×6'-8"

3'×6'-8"

2'-8"×6'-8"

6'×6'-8"

2'×6'-8"

2'-8"×6'-8"

2'-8"×6'-8"

6'×6'-8"

VIEW

FULL LOUVERED

FULL LOUVERED

FULL LOUVERED

DOOR & HARDWARE NOTES: 1. FRONT DOOR LOCK TO BE KEY OPERATED FROM THE OUTSIDE AND OPERATED FROM THE INSIDE BY THUMB LATCH. 2. ALL DOORS, EXCEPT CLOSETS, SHALL BE OPERATED WITH SINGLE EFFORT,

BY LEVER HARDWARE, OR OTHER TYPE NOT REQUIRING A GRASP TO OPEN. 3. DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 36" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 8.5 LBS FOR THE EXTERIOR DOOR AND 5 LBS. FOR INTERIOR DOORS. WINDOW SCHEDULE SIZE

ID W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W11 W12 W12 W13

Sill/Heade WIDTH HEIGHT r Value 3' 3' 3' 3' 3' 3' 5' 4' 4' 4' 5' 6' 6' 6' 6'

Nominal W x H Size

5' 5' 5' 5' 5' 5' 5' 2' 2' 2' 5' 1'-4" 1'-4" 1'-4" 1'-4"

MATERIAL

96.00" 96.00" 96.00" 96.00" 96.00" 96.00" 80.00" 80.00" 80.00" 80.00" 80.00" 66.00" 42.00" 66.00" 42.00"

Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium Metal - Aluminium

3'×5'

WINDOW TYPES 4'×2'

ELEVATION

TYPE

NOTES

EGRESS REQUIRED

EGRESS REQUIRED

5'×5'

6'×1'-4"

PGT HOR. SLIDER

PGT HOR. SLIDER

View from Opening Side MANUFACTURER WINDOW TYPE

PGT CASEMENT

PGT HOR. SLIDER

WINDOW NOTES: 1. REFER TO ENERGY CALCULATIONS FOR THE MINIMUM REQUIRED SHGC RATING FOR WINDOW. 2. ALL WINDOWS ARE TO BE IMPACT RESISTANT, EXCEPT WHERE PROTECTED

BY SHUTTERS; TO MEET THE DESIGN PRESSURES ON THESE DRAWINGS 3. PROVIDE EGRESS WINDOW TO MEET R310.

WINDOW & DOOR SCHEDULES LOT 19

.0

SOLID CORE

A8

DIMS NOTES

REVISIONS

D02

NUMBER

D02

A R C H I T E C T

D01

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 voice 561.362.9939 archivin@bellsouth.net

ID TYPE

ISSUED FOR PERMIT

DOOR TYPES

Vinicio R. Fernandez, Inc.

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

S:\2018 RES\SERUR - 2242 & 2246 SIMMS\SERUR - 2242-46 SIMMS ST - HOLLYWOOD.pln

3'

AIA MEMBER

8'

FLORIDA REGISTERED NO. 15170

3'

2242 SIMMS ST, HOLLYWOOD, FL 33020

.

NOTES

NEW ONE STORY RESIDENCE FOR SERUR CONSTRUCTION LLC

D01

RATING HW SET Preview Pict...

DATE

W

THK

FRAME W THK

2018.02.05

.

DOOR HT

ID

DOOR SCHEDULE DETAILS HEAD JAMB SILL

DocuSign Envelope ID: C020853C-8548-4228-A856-7472B89461DE

SYS #

TONS

1

2.5

UNIT #

UNIT MODEL

MCA/ MOCP

GSX160301F*

MFG

1

MANUF.

GOODMAN

A.H.U UNIT MODEL AWUF37XX16B*

CFM TOTAL

SEER

COOL BTUH

HEAT KW

AHRI CERT

SUC & LIQ LINE SIZE

1125

15

28400

5

5753211

3/4"& 3/8"

LEGEND

10x6 SUPPLY GRILLE 8x6 SUPPLY GRILLE 6x4 SUPPLY GRILLE

RETURN TRANSFER SEE DETAIL #4 BELOW 50 CFM EXHAUST FAN (V.T.O.) RETURN AIR DUCT SUPPLY AIR DUCT 4" Ø FLEX DUCT 3/4" PVC DRAIN LINE

C.U. MOUNTING DETAIL

1.

PROVIDE & INSTALL A FORCED AIR SYSTEM INCLUDING, BUT NOT LIMITED TO AIR HANDLING UNIT, A/C COMPRESSOR, DUCTWORK AND AIR OUTLETS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. 2.

MECHANICAL EQUIPMENT & FITTINGS SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. WORK SHALL INCLUDE TRIM AND RELATED CONSTRUCTION AS REQUIRED. 3.

PROVIDE EXPERIENCED, WELL TRAINED WORKERS COMPETENT TO COMPLETE THE WORK AS SPECIFIED. 4.

UNLESS APPROVED BY THE DESIGNER, PROVIDE RELATED PRODUCTS AND ACCESSORIES FROM ONE MANUFACTURER. 5.

ALL WORK SHALL COMPLY W/ MANUFACTURER'S SPECIFICATIONS. 6.

SUB-CONTRACTOR SHALL PROVIDE COPIES OF MANUFACTURERS INSTALLATION, MAINTENANCE & WARRANTY INFORMATION. 7.

DELIVER, STORE & TRANSPORT MATERIALS TO AVOID DAMAGE TO THE PRODUCT AND OTHER WORK. REJECT ANY DAMAGED PRODUCTS DELIVERED TO JOB SITE. 8.

VERIFY LAYOUT AND C.F.M. REQUIREMENTS SHOWN ON DRAWINGS AND NOTIFY DESIGNER OF DISCREPANCIES. 9.

EXAMINE AND VERIFY THAT JOB CONDITIONS ARE SATISFACTORY FOR ACCEPTABLE WORK. 10.

MAINTAIN AND USE UP-TO-DATE TRADE STANDARDS AND MANUFACTURER'S INSTRUCTIONS. 11.

ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. 12.

DUCTWORK SHALL BE R-6 MINIMUM (3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIER) IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 IN ACCORDANCE WITH 181 TESTS. 13.

FLEXIBLE DUCT SHALL BE CLASS A IN ACCORDANCE WITH NAFPA STANDARDS 90A OR 90B INSTALLED STRICTLY AS DIRECTED BY MANUFACTURER, WITHOUT SAGS OR KINKS. MANUFACTURER'S INSTRUCTION SHALL BE AVAILABLE UPON REQUEST BY BUILDING OFFICIAL. 14.

REFRIGERANT PIPING SHALL BE COPPER, HAND DRAWN TYPE L ACR TYP, DEHYDRATED AND SEALED JOINTS TO BE HIGH TEMPERATURE BRAZING ALLOY NOT LESS THAN 5% SILVER. INSULATION NOT LESS THAN 1/2" "ARMAFLEX" TYPE. LIQUID AND SUCTION LINES TO BE SIZED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 15.

PROVIDE GASKETS AT ALL GRILLS AND DIFFUSERS. 16.

DRYER VENT SHALL BE MIN. 25 GAUGE METAL PIPE WITH SMOOTH INTERIOR SURFACE OR APPROVED METAL MATERIAL AND INSTALLED AND UTILIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND FMC 504.6 . MINIMUM SIZE OF EXHAUST DUCT SHALL BE 4" INTERIOR DIMENSIONS. MAXIMUM LENGTH SHALL NOT EXCEED 25' FROM DRYER LOCATION TO WALL, ROOFCAP OR ENGINEERED EXHAUST SYSTEM WITH BACK DRAFT DAMPER..

17.

BALANCED AIR RETURN - RETURN AIR SHALL BE 1 1/2 TIMES THE CROSS SECTIONAL AREA (SQ INCHES) OF THE SUPPLY DUCT ENTERING THE ROOM ITS SERVING & THE DOOR HAVING UNRESTRICTED 1" UNDERCUT. ALL SUPPLY AIR INTO THE MASTER SUITE SHALL BE INCLUDED. 18.

SIZING FOR THRU THE WALL TRANSFER GRILLES SHALL USE 50 SQUARE INCHES TO 100 CFM OF SUPPLY AIR WITH UNRESTRICTED 1" DOOR UNDERCUT. 19.

DUCTS SHALL NOT BE INSTALLED IN OR WITHIN 6" OF THE GROUND. 20.

BATH EXHAUST SHALL BE CONSTRUCTED OF METAL AND TERMINATE TO THE EXTERIOR OF THE BUILDING IN ACCORDANCE WITH FBC-M 501.2.1 RYER VENT-MIN. 4" GALVANIZED METAL DUCT TO BE LISTED AND UL LABEL AND CONSTRUCTED AS PER FMC 504.6 AND VENTED TO THE EXTERIOR WITH BACK DRAFT DAMPER AS 504.4&5 21.

AC SHALL BE IN COMPLIANCE WITH FBC RESIDENTIAL 6TH(2017) EDITION 22.

AHU UNITS SHALL HAVE A DRAIN PAN WITH OVERFLOW SHUT OFF SWITCH 23. MECHANICAL EQUIPMENT AND APPLIANCES SHALL BE LOCATED AT OR ABOVE THE ELEVATION REQUIRED BY SECTION 1612.4 24. CONDENSATE DRAIN LINES SHALL DISCHARGE AT LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS. AS PER 2017 FBC-R318.5 26. ALL ENVIRONMENTAL AIR EXHAUST SHALL TERMINATE NOT LESS THAN 3 FEET FROM OPERAL OPENINGS AS PER 2017 FMC 501.2.1.

EQUIPMENT SCHEDULE & LEGEND

2

K.O. ENERGY DESIGN, LLC KAREN OLIVER 1470 NORTH CONGRESS AVE WEST PALM BEACH, FL, 33409 561.327.7272 FAX 561.333.0775 FLORIDA STATE LICENSE #CACA15692

DRAWINGS FOR: THE

NEW RESIDENCE

2242 SIMMS STREET HOLLYWOOD, FLORIDA

GENERAL HVAC NOTES

3

DRAWING INFO DATE

1/29/2018

SCALE

VARIES

JOB #

XXXX

DRAWN BY

D. MOYER

REVISIONS DW

∅

RETURN TRANSFER DETAIL

4

N.T.S.

OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE K.O. ENERGY DESIGN, LLC. WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT

BY AGREEMENT IN WRITING FROM K.O. ENERGY DESIGN, LLC.

W CD

∅

∅

∅ ∅

Review of this submittal document is only for general conformance with the design concept of this project only, and general compliance with the information supplied in the contract documents. This review does not relieve the contractor from compliance with the requirements of this project drawings and specifications. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for quantities and dimensions, which shall be confirmed and correlated at the job site, fabrication processes, techniques of construction, coordination of his work with that of other trades, and the performance of his work in a safe and satisfactory manner. This review is not intended to convey any guarantee or warranty of any nature. As result of this review, we find the following:

TYP. AHU MOUNTING DETAIL W/ SIDE RETURN NTS

□ □ □ □

1/29/2018 KAREN OLIVER FLORIDA STATE LICENSE #CACA15692

APPROVED WITH NO EXCEPTIONS NOTED. EXCEPTIONS TAKEN AS NOTED, NO RESUBMITTAL REQ’D. RESUBMIT, AS NOTED (OR SEE REMARKS).

REMARKS:

SHEET

1

FIRST FLOOR HVAC PLAN Scale: 1/4" = 1'-0"

M.1

1 SCALE: 1' = 1'-0"

2

DW

B

F B

W CD

C C

E1.0 SIMMS ST - LOTS 18 & 19 - ELECT PLAN ELECTRICAL PLAN - LOT 19

2242 SIMMS ST, HOLLYWOOD, FL 33020

LLC FOR SERUR CONSTRUCTION RESIDENCE ONE STORY NEW NEW RESIDENCE FOR SERUR CONSTRUCTION, LLC.

1

REVISIONS REVISIONS

ISSUED FOR PERMIT

A

A R C H I T E C T

A

501501 SW SW 11th11th Place, Suite 411-B, BocaBoca Raton, Florida 33432 Raton, Place, Suite 411-B, Florida 33432 NUMBER voice 561.362.9939 archivin@bellsouth.net NUMBER voice 561.362.9939 archivin@bellsouth.net

DATE DATE

2018.02.05

1

E1E. 1 .

00

3

2

Vinicio VinicioR.R.Fernandez, Fernandez,Inc. Inc.

FLORIDA REGISTERED NO. 15170

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

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3

AIAAIA MEMBER MEMBER

1 DW

B

F B

W CD

C C

2 1

PLUMBING PLAN - LOT 19

2018.02.05 DATE DATE

FOR PERMIT ISSUED REVISIONS REVISIONS

A

2242 SIMMS ST, HOLLYWOOD, FL 33020

NEW SERUR CONSTRUCTION, LLC. LLC FOR SERUR CONSTRUCTION RESIDENCE ONE STORY FOR NEW RESIDENCE

A R C H I T E C T

NUMBER NUMBER

DATE

A

P1. .00

3

2

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 501 SWvoice 11th Place, Suite 411-B, Boca Raton, Florida 33432 561.362.9939 archivin@bellsouth.net voice 561.362.9939 archivin@bellsouth.net

REVISIONS

3

Vinicio R. R. Fernandez, Vinicio Fernandez, Inc. Inc.

NUMBER

WATER HEATER

PLUMBING PLAN

- ADDITION / REMODELING

501 SW 11th Place, Suite 411-B, Boca Raton, Florida 33432 voice 561.362.9939 archivin@bellsouth.net

VENT THROUGH ROOF

ez, Inc.

EXTEND CONDENSATE DISCHARGE TO A MINIMUM OF 24" FROM BUILDING EXTERIOR WALL.

CONDENSATE DISCHARGE

FLORIDA REGISTERED NO. 15170

C 1995-2018 VINICIO R. FERNANDEZ, INC. NO PART OF THESE PLANS OR DESIGNS MAY BE COPIED OR REPRODUCED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESS WRITTEN CONSENT OF VINICIO R. FERNANDEZ, ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. VINICIO R. FERNANDEZ, ARCHITECT ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE DRAWINGS / PLANS AND SPECIFICATIONS THEREOF. THE CONTRACTOR SHALL COMPARE ALL DRAWING DATA AND VERIFY ALONG WITH FIELD CONDITIONS ON BEFORE CONSRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

S:\2018 RES\SERUR - 2242 & 2246 SIMMS\SERUR - 2242-46 SIMMS ST - HOLLYWOOD.pln

12"

1

AIA MEMBER AIA MEMBER

AIA MEMBER